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HomeMy WebLinkAboutWZ-18-13`14le City Of ]�q�Wh6atl dge COMMUNITY DEVELOPMENT Memorandum TO: Case file for Case WS-18-01 / Quail Run Plat FROM: Scott Cutler, Planner II DATE: November 22, 2019 SUBJECT: Processing of Case No. WZ-18-13 and WS-18-01 Case number WS-18-01, a major subdivision with right-of-way dedication, was processed concurrently with WZ-18-13, a Specific Development Plan application. WZ-18-13 was approved by Planning Commission on October 17, 2019. WS-18-03 was approved by City Council on October 28, 2019. All relevant files for case WS-18-01 may be found in the case file for WZ-18-13. 2020023525 2/28/2020 8:57 AM PGS 5 $33.00 DF $0.00 Electronically Recorded Jefferson County CO George P Stem. Clerk and Recorder TD1000 N 221 AMENDMENT TO DECLARAnON OF COVENANT AND RESTRICTION THIS DECLARATION yf COVENANT AND RESTRICTION (this "Covenant") is madeand entered into as of the 1% day of F-£6, CAA-¤ ,2020 by and among the CITY OF WHEAT RIDGE, COLORADO, a home rule municipal corporation (the "City"), and WONDERLAND HOMES, (the "Developer"), together referred to as the "Parties." RECITALS 1. The Developer is the owner of certain real property located in the City of Wheat Ridge, which is more particularly described in Exhibit A and made a part hereof (the " Property"), commonly known as Quail Run. 2. This amendment shall serve as a correction of errors in the original Declaration of Covenant and Restriction for the Property, dated January 3,2020 and recorded with the Jefferson County Clerk and Recorder under reception number 2020004136. 3. The Developer intends to develop the Property as a townhome and single-family development, subject to that certain subdivision for the Project titled Quail Run Final Plat and subjed to the Quail Run Planned Residential Development Specific Development Plan, both recorded with the Jefferson County Clerk and Recorder under reception numbers 2020004133 and 2020004135, respectively. 4. The City and Developer executed a Subdivision Improvement Agreement, dated January 3,2020, and recorded with the Jefferson County Clerk and Recorder under Reception No. 2020004134 (the "SIA'). 5. The SIA outlines the obligations of the Developer relative the construction of Public Improvements and other on-site horizontal infrastructure, and outlines the required timing and phasing of those improvements in relation to the issuance of permits and certificates of occupancy. The SIA requires the Developer to execute and record this Covenant. 6. Pursuant to the SIA, the obligations of the Developer are proposed to be completed according to Exhibit C of the SIA. 7. The Project is not developable unless and unti' the Public Improvements and other on-site horizontal infrastructure is installed as required by the SIA, and it is the City's obligation to protect future lot owners from purchasing undevelopable lots. 8. The Parties agree that such protection shall take the form of this Covenant, execution and recording of which shall take place simultaneously with recording of the SIA. NOW, THEREFORE in consideration of the above recitals, which are fully incorporated herein by this reference, lhe delivery, receipt and sufficiency of which are acknowledged, the Parties agree as follows: COVENANT AND RESTRICTION 1. The entirety of the Property is hereby declared to be the "Burdened Property." 2. Imposition of Restriction. The Develcper and its heirs, successors and assigns,hereby covenant and agree that the Burdened Property shall be subject to the following restriction: • No sale of any individual lot or any collection of individual lots which do not equal the entirety of the Property as described in Exhibit A may occur until such time as the Public Improvements and on-site horizontal improvements as required by the SIA are complete and accepted by the City. This does not prohibit the sale of the entire Property in a bulk sale of all lots and tracts to a single third party. 3. Burdens Run with Land. Developer declares that this Covenant shall pass with and burden each and every tract, lot, and parcel of land within and which is a part of the Burdened Propeity, and shall apply to and be binding upon the heirs, successors in interest and assigns of the Developer and any owner hereafter of said tracts, lots and parcels, and shall run with the land at law and in equity. Each person acquiring any interest in the Burdened Property shall be deemed for all purposes to have assented and agreed, as an essential condition of any conveyance to it, to the provisions of this Covenant, to have agreed to comply with this Covenant and to have waived any right to challenge or contest the plovisions hereof except as permitted herein. The benefits and burdens of this Covenant shall be peipetua' unless released by written instrument executed by the City, acting in its sole but reasonable discretion upon a written request by the Developer or any successor. 4. Termination. The burden of this Covenant shall terminate for each Phase upon the City's acceptance of the Public Improvements and on-site horizontal infrastructure required for each Phase pursuant to the SIA. 5. Enforcement The benefited party herein shall be the City. The rights, duties and obligations contained in this Covenant may be enforced by the filing of an appropriate action in law or in equity in the District Court for Jefferson County, Colorado whose jurisdiction over this Covenant js hereby acknowledged. Such action and remedies may include, but is not limited to specific performance, mandatory injundion, damages, forfeiture or other relief. In the event of any litigation under this Covenant, the court shall award reasonable attorneys' fees and costs to the prevailing party. 6. Governing Law. This Covenant shall be governed and construed in accordance with the laws of the state of Colorado. Venue and jurisdiction for any action arising under this Covenant shall be property and exclusive in the District Court for Jefferson County, Colorado. 7. Entire Agreement. This Covenant shall constitute the whole agreement between the Parties on the subjects contained herein, and no additional or different oral representation, promise or agreement shall be binding on the Parties with respect to the subject matter of this Covenant. 8. No Waiver. No provision of this Covenant may be waived except by written instrument signed by the Party to be charged with such waiver. Failure of any Party to this Covenant to enforce any provision of this Covenant shall not constitute a waiver of such provision, and no waiver by any Party to this Covenant, or of any provision of this Covenant, shall be constitute a waiver of any other provision or of the same provision. 9. Recording. This Covenant shall be recorded simultaneously with the SIA for the Property and shall be filed for record with the Office of the Jefferson County Clerk & Recorder. 2 IN WITNESS WHEREOF, the Parties have executed this Covenant on the dates set forth below, intending that it be valid and effective from and after the date of such execution and recording. CITY OF WHEAT RIDGE, COLORADO By: Bud Starker, Mayor ATTEST: bn Kirkpatrick, City Clerk APP'301*AS TO FORME -1 -·» Gerakf'Dahl, City Anomey 3 DEVELOPER ' By: SCCUR/.A i L- l/' Namei' 1*al ,),Paeh-1 Title:eup STATE OF COLORADO ) ) SS. COUNTY OF Ara/8 a,Apt j The foregoing instrument was acknowledged before me this day of · li/51#n-rv ,20 Jo,by l664, 0 #6rnDA ,as , tinjoi l64,//ttit•elWonderland Homes. Witness my hand and official seal. 011,1 4-44My commission expires: ,) 7 3 - C .6£ 1 \'.A P 4.0 £.'01.6 Nbta ry Ruplid 1 ERIN JANEAN MOORE NOTARY PUBLIC 8TATE OF COLORADO (SEAL)NOTARY ID 201640010·0 MY COMU SSION EXPIRES January 11.2324 4 EXHIBIT A Legal Description of the Property QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 5 F City of30 wheat Nge - COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 December 5, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: See Page 2 CURRENT ADDRESS: 5372-5392 Quail Street • Tract/Key 56 and 44, Section Parcel #: 39-162-00-002 and 39-162-00-001 NOTES: This is a courtesy notification. AUTHORIZED BY:DATE: DISTRIBUTION: 1. Property Owner 2. Addressing@ieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickrey@usps.gov; mariann. szasz@usps.gov; carmen.s.suarez@usps.gov; theresa.a.kraft@usps.gov 6. Xcel Energy, jacob.van.laere@,celenergy.com 7. Century Link, robert.davis@centurylink.com; rachel.weaver@centurvlink.com 8. Comcast, scott-moore@,cable.comcast.com 9. Valley Water District: v.waterdist_ardie@comcast.net 10. Clear Creek Valley Sanitation District: nelsonm29@aol.com 11. Fire Department: steven.parker@arvadafire.com 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. 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N G...7 ful fla.4- City of Whea 01/03/2020 t Ri,:lie 13:04 CDBA ZONING MISCELLANEOUS FEES CDAOLL).uu AMOUNT FMSD ZONING MISCELLANEOUS FEE 352.00 FMSD PARK LAND DEDICATION 134,853.56 PAYMENT RECEIVED AMOUNT CHECK: 002800 352.00 CHECK: 002801 1:34 1 ojo . JO7 1 ME-7 0 7 TOTAL 135.205.56 R $153.0 D $0.00 2020004134 01/10/2020 02:56:49 PM 29 Page(s) JEFFERSON COUNTY, ColoradoSUBDIVISION IMPROVEMENT AGREEMENT THIS AGREEMENT made this 3 of 50,# vur1 102 0 (the 1-21 "Effective Date") by and between the CITY OF WHEAT RIDGE, c6LORADO, a home rule municipal corporation (the "City"), and Vue.JUU'•4 Hov•le.$ , (the "Developer"), together referred to as the "Parties." RECITALS: A. The Developer is the owner of certain real property located in the City of Wheat Ridge, which is more particularly described in Exhibit A and made a part hereof (the "Property"), commonly known as Quail Run. B. On 126 0 c\OPU ,1019 the City Council of the City of Wheat Ridge, after holding all required public hearings, approved the final plat for the Property titled Quail Run Final Plat (the "Final Plat"). A copy of the Final Plat is attached hereto as Exhibit B and incorporated herein. C. The approvals cited above are contingent upon the express condition that all duties created by this Agreement be faithfully performed by the Developer. AGREEMENT NOW, therefore, for and in consideration of the mutual promises and covenants contained herein, the sufficiency of which are mutually acknowledged, the Parties hereto agree as follows: 1. Purpose. The purpose of this Agreement is to set forth the terms, conditions, and fees to be paid by the Developer upon subdivision of the Property. All conditions contained herein are in addition to any and all requirements of the City of Wheat Ridge Subdivision Ordinance and Zoning Ordinance, the City of Wheat Ridge Charter, any and all state statutes, and any other sections of the City of Wheat Ridge Municipal Code and are not intended to supersede any requirements contained therein. 2. Related Citv Agreements and Approvals. The Property is subject to that certain Outline Development Plan titled Quail Run Planned Residential Development - An Outline Development Plan in the City of Wheat Ridge recorded with the Jefferson County Clerk and Recorder under reception number 2018051702 and Specific Development Plan titled Quail Run Planned Residential Development - A Specific Development Plan in the City of Wheat Ridge, Colorado recorded with the Jefferson County Clerk and Recorder under reception number ZO 20 004 135 and will be subject to future review and approval of civil construction documents, right-of-way permit application(s), site work permit application(s), and building permit application(s). Through such approvals, the City will review and approve the final design any development and Public Improvements related thereto. This Agreement is based on 6 -50 1 information available at the time of approval of the Final Plat and shall not constitute approval of the Public Improvement designs. 3. Fees. The Developer hereby agrees to pay City Development Review fees to the City for engineering, hydrological, surveying, legal, and other services rendered in connection with the review of the subdivision of the Property. 4. Parkland dedication fee-in lieu. Fees in lieu of land dedication shall be calculated pursuant to the formula in Section 26-413 and shall be paid at the time of plat recordation in the amount of $134,853.12. 5. Title Policy. Prior to recording of the Final Plat, a title commitment for all those portions of the Property, as well as any other interests in real property (easements, etc.) to be reserved for public purposes or dedicated to the City shall be provided to the City. The title commitment shall show that all such property is or shall be, subsequent to the execution and recording of this Agreement, free and clear of all liens and encumbrances (other than real estate taxes which are not yet due and payable) which would make the dedication or reservation unacceptable as the City determines in its reasonable discretion. The City, in its sole discretion, may accept any dedication regardless of encumbrances. The title policy evidenced by the title commitment shall be provided within thirty (30) days after the recording of this Agreement, in an amount equal to the fair market value of the property so dedicated or reserved. 6. Breach bv the Developer: the City's Remedies. In the event of a breach of any of the terms and conditions of this Agreement by the Developer, the City Council shall be notified immediately and the City may take such action as permitted and/or authorized by law, this Agreement, or the ordinances and Charter of the City as the City deems necessary to protect the public health, safety and welfare; to protect lot buyers and builders; and to protect the citizens of the City from hardship and undue risk. These remedies include, but are not limited to: (a) The refusal to issue any building permit or certificate of occupancy; (b) The revocation of any building permit previously issued under which construction directly related to such building permit has not commenced, except a building permit previously issued to a third party, (c) A demand that the security given for the completion of the Public Improvements be paid or honored, or (d) Any other remedy available at law or in equity. Unless necessary to protect the immediate health, safety and welfare of the City or to protect the City's interest with regard to security given for the completion of the Public Improvements, the City shall provide the Developer thirty (30) days written notice of its intent to take any action under this paragraph during which thirty day period the Developer may cure the breach described in the notice. r ..2- 11.1. ' (164- P [«,1- L °°°c« 01»s*2 n, 7. Installation of Public and On-Site Improvements. All storm sewer lines, drainage structures, paved streets, curb, gutter, sidewalk, amenity zones, street and pedestrian lighting, shared access drives, the undergrounding of all overhead utilities, and necessary appurtenances as shown on the subdivision plat and the associated construction documents (the "Public Improvements" or "Improvements") as approved by the City's Director of Public Works or designee ("Director"), shall be installed and completed at the expense of the Developer within the timeframes set forth in Section 10 of this Agreement and as outlined in Exhibit C, with only such exceptions as shall be approved in advance by the Director in the exercjse of his or her sole discretion. The itemized costs of the Public Improvements required by this Agreement and shown on the construction documents approved by the Director are set forth on Exhibit D. All Public Improvements covered by this Agreement shall be made in accordance with the construction documents drawn according to regulations and construction standards for such improvement and approved by the Director. It is understood by the Parties that the description of the Public Improvements may be general in nature, and that reasonable modifications of the scope, nature, costs, and similar aspects of the Public Improvements may be necessary to secure final approval of the Public Improvements. The quantities and locations for the Public Improvements are based on information that was available at the time of approval of the Final Plat. Additional Public Improvements may be required, and Developer shall be responsible for submitting construction documents for review of all Public Improvements and/or revisions to the Final Plat approved by the City. 8. Warranty of Public Improvements. The Developer shall warrant any and all Public Improvements which are conveyed to the City pursuant to this Agreement for a period of two (2) years from the date the Director certifies that the same conforms to the specifications approved by the City (the "Warranty Period"). Specifically, but not by way of limitation, the Developer shall warrant the following: (a) That the title conveyed shall be marketable and its transfer rightful; (b) Any and all Public Improvements conveyed shall be free from any security interest or other lien or encumbrance; and (c) Any and all Public Improvements so conveyed shall be free of defects in materials or workmanship for a period of two (2) years as stated above; and (d) To the degree the Developer is required to install and maintain landscaping on public or private property, it is the obligation of Developer and its successors and assigns, to maintain the required landscaping in perpetuity. The City of Wheat Ridge will finally accept for maintenance all Public Improvements, exclusive of landscaping materials, after the two-year Warranty Period has expired provided all warranty work has been completed. The City shall accept for 3 00 snow removal purposes only, all dedicated public streets after the City issues the first certificate of occupancy. 9. .Observation, Inspection and Testing. The City shall have the right to require reasonable engineering observations and testing at the Developer's expense. Observation and testing, acquiescence in, or approval by any engineering inspector of the construction of physical facilities at any particular time shall not constitute the approval by the City of any portion of the construction of such Public Improvements. Such approval shall be made by the City, only after completion of construction and in the manner hereinafter set forth. The Director is designated by the City to exercise authority on its behalf under this Agreement and to see that this Agreement is performed according to its terms. Work under this Agreement may, without cost or claim against the City, be suspended by the Director for substantial cause. The Director shall, within a reasonable time after presentation, make decisions in writing on all claims of Developer and on all other matters relating to the execution and progress of the work or the interpretation of this Agreement, the master plan and specifications. All such decisions of the Director shall be final. The Director shall make all determinations of amounts and quantities of work performed hereunder. To assist him in this work Developer shall make available for inspection any records kept by Developer. The Director and his authorized representatives shall have free access to the work at all times, and Developer shall furnish them with facilities for ascertaining whether the work being performed, or the work which has been completed, is in accordance with the requirements of the Agreement. The Director will make periodic observations of construction (sometimes commonly referred to as "supervision"). The purpose of these observations and construction checking is to determine the progress of the work and to see if the work is being performed in accordance with the plans and specifications. He will in no way be responsible for how the work is performed, safety in, on, or about the job site, methods of performance, or timeliness in the performance of the work. Inspectors may be appointed to inspect materials used and work done. Inspections may extend to all or any part of the work and to the preparation or manufacture of the materials to be used. The inspectors will not be authorized to alter the provisions of this Agreement or any specifications or to act as foreman for Developer. The Inspector will have authority to reject defective materials and to suspend any work that is being done improperly, subject to the final decision of the Director. -Cl 4 10.Completion of Public Improvements. The obligations of the Developer provided for in Section 7 of this Agreement and Exhibit C, including the inspections hereof, shall be performed on or before the issuance of the first Certificate of Occupancy on the Property and no later than June 30,2022, whichever should occur first, and proper application for acceptance of the Public Improvements shall be made on or before such date. Upon completion of construction by the Developer of such Improvements, the Director, shall inspect the Improvements and certify with specificity its conformity or lack thereof to the City's specifications. The Developer shall make all corrections necessary to bring the Improvements into conformity with the City's specifications. Once approved by the Director, the City shall accept said Improvements upon conveyance; provided, however, the City shall not be obligated to accept the Public Improvements until the actual costs described in this Agreement are paid in full by the Developer. 11.Deferred Installation of Landscaping and Financial Guarantee. If a Certificate of Occupancy is requested outside of the planting season and prior to completion of landscaping and irrigation, an irrevocable letter of credit or escrow account shall be accepted for the completion of necessary landscaping and irrigation. Said financial guarantee shall be in the amount of one hundred and twenty five percent (125%) of the cost of installation. Letters of credit or escrows shall not be released until all planting and finish materials shown on the approved landscape plan are installed and accepted and the irrigation is installed and functional. The amount of the escrow or letter of credit shall be based on an itemized cost estimate for required landscaping and irrigation. Should the required landscaping not be properly installed upon the expiration of the letter of credit or escrow account, the City reserves the right to use such funds to have the required landscaping placed upon the subject premises. Any costs reasonably incurred by the City in excess of the funds provided by the letter of credit or escrow shall be recovered by the City through normal lien proceedings. 12.Protection. Developer, at its expense, shall continuously maintain adequate protection of all Improvements from damage prior to acceptance by the City and shall protect the City's property from injury and loss arising in connection with this Agreement. Developer shall make good any such damage, injury or loss except such as may be caused directly by authorized agents or employees of the City. Developer shall adequately protect adjacent property and shall provide and maintain all passageways, guard fences, lights and other facilities for protection required by public authority or local cohditions. Developer shall be responsible for damage to any public and private property on and adjacent to the site of Developer's Improvements caused by negligent or willful acts of Developer, its agents or subcontractors. Developer shall take all reasonable effort necessary to prevent damage to pipes, conduits, and other underground structures and to overhead wires, and to water quality. Developer shall protect carefully from disturbance or damage all land monuments and property marks until an authorized agent of the City has witnessed or otherwise referenced their location, and shall not remove them until directed. When any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect or misconduct 5 € in the construction of Improvements, or in consequence of the non-execution thereof on his part, such damaged property shall be restored by Developer at its own expense to a condition similar or equal to that existing before such damage or injury. Developer shall at all times, whether or not so specifically directed by the Director, take necessary precautions to insure the protection of the public. Developer shall furnish, erect and maintain, at its own expense, all necessary barricades, suitable and sufficient red lights, construction signs, provide a sufficient number of watchmen, and take all necessary precautions for the protection of the work and safety of the public through or around the Property's construction operations as Developer and the Director shall deem reasonably necessary. 13.Related Costs - Public Improvements. The Developer shall provide all necessary engineering designs, surveys, field surveys, testing and incidental services related to the construction of the Public Improvements at its sole cost and expense, including final drainage study letter certified accurate by a professional engineer registered in the State of Colorado. 14.Improvements to be the Propertv of the City. All Public Improvements for roads, concrete curb and gutters, public storm sewers and public drainage improvements accepted by the City shall be dedicated to the City and warranted for a period of twenty-four (24) months following acceptance by the City, as provided above. 15.Performance Guarantee for Public Improvements. In order to secure the construction and installation of the Public Improvements the Developer shall, within ninety (90) days after the execution of this Agreement, furnish the City, at the Developer's expense, with the Performance Guarantee described herein. The Performance Guarantee provided by the Developer shall be in the form of an irrevocable letter of credit in which the City is designated as beneficiary, for one hundred twenty-five percent (125%) of the estimated costs of the Public Improvements to be constructed and installed as set forth in Exhibit D, if applicable to secure the performance and completion of the Public Improvements as required by Section 26-418 Security for Required Improvements, of the Wheat Ridge Subdivision Regulations. The Developer agrees that approval of this Agreement by the City is contingent upon the Developer's provision of an irrevocable letter of credit to the City within ninety (90) days of the execution of this Agreement in the amount and form provided herein. Failure of the Developer to provide an irrevocable letter of credit to the City in the manner provided herein shall negate the City's approval of this Agreement. Letters of credit shall be substantially in the form and content set forth in Exhibit E, if applicable, and shall be subject to the review and approval of the City Attorney. The Developer shall not start any construction of any public or private improvement on the Property including, but not limited to, staking, earthwork, overlot grading or the erection of any structure, temporary or otherwise, until the City has received and approved the irrevocable letter of credit. Notwithstanding the foregoing, the Developer may obtain the 90 6 appropriate permits and commence demolition and/or remediation of the Property prior to the City's receipt and approval of the irrevocable letter of credit. The estimated costs of the Public Improvements shall be a figure mutually agreed upon by the Developer and the Director, as set forth in Exhibit D if applicable. If, however, they are unable to agree, the Director's estimate shall govern after giving consideration to information provided by the Developer including, but not limited to, construction contracts and engineering estimates. The purpose of the cost estimate is solely to determine the amount of security. No representations are made as to the accuracy of these estimates, and the Developer agrees to pay the actual costs of all such Public Improvements. The estimated costs of the Public Improvements may increase in the future. Accordingly, the City reserves the right to review and adjust the cost estimate on an annual basis. If the City adjusts the cost estimate for the Public Improvements, the City shall give written notice to the Developer. The Developer shall, within thirty (30) days after receipt of said written notice, provide the City with a new or amended letter of credit in the amount of the adjusted cost estimates. If the Developer refuses or fails to so provide the City with a new or amended letter of credit, the City may exercise the remedies provided for in this Agreement; provided, however, that prior to increasing the amount of additional security required, the City shall give credit to the Developer for all required Public Improvements which have actually been completed so that the amount of security required at all time shall relate to the cost of required Public Improvements not yet constructed. In the event the Public Improvements are not constructed or completed within the period of time specified by Section 10 of this Agreement or a written extension of time mutually agreed upon by the Parties to this Agreement, the City may draw on the letter of credit to complete the Public Improvements called for in this Agreement. In the event the letter of credit is to expire within fourteen (14) calendar days and the Developer has not yet provided a satisfactory replacement, the City may draw on the letter of credit and either hold such funds as security for performance of this Agreement or spend such funds to finish Public Improvements or correct problems with the Public Improvements as the City deems appropriate. Upon completion of performance of such improvements, conditions and requirements within the required time, the Developer shall issue an irrevocable letter of credit to the City in the amount of twenty-five percent (25%) of the total cost of construction and installation of the Public Improvements (including the cost of landscaping), to be held by the City during the Warranty Period. If the Public Improvements are not completed within the required time, the monies may be used to complete the improvements. If the Public Improvements require repair or replacement during the Warranty Period and the Developer fails to complete said repairs or replacement prior to the end of the Warranty Period, the City may draw on the letter of credit to make required repairs or replacements to the Improvements. go 7 As further assurance that no individual lot is sold prior to completion of Public Improvements and other on-site horizontal infrastructure necessary to yield developable property, a Declaration of Covenant and Restriction, dated 3 34,&*Acy 1010 , has been recorded with the Jefferson County Clerk and Recorder under redeption number 2.030 004 [317 16.Indemnification. The Developer shall indemnify and hold harmless the City and its officers, employees, agents or servants from any and all suits, actions, and claims of every nature and description caused by, arising from or on account of this Agreement any act or omission of the Developer, or of any other person or entity for whose act or omission the Developer is liable, with respect to the Public Improvements; and the Developer shall pay any and all judgments rendered against the City as a result of any suit, action, or claim, together with all reasonable expenses and attorney's fees and costs incurred by the City in defending any such suit, action or claim. The Developer shall pay all property taxes due on any portion of the Property dedicated to the City and Shall indemnify and hold harmless the City for any property tax liability in connection therewith. 17.Waiver of Defects. In executing this Agreement, the Developer waives all objections it may have concerning defects, if any, in the formalities whereby it is executed, or concerning the power of the City to impose conditions on the Developer as set forth herein, and concerning the procedure, substance, and form of the ordinances or resolutions adopting this Agreement. 18.Third Partv Beneficiaries. There are and shall be no third party beneficiaries to this Agreement. 19.Modifications. This instrument embodies the whole agreement of the Parties. There are no promises, terms, conditions, or obligations other than those contained herein; and this Agreement shall supersede all previous communications, representations, or agreements, either verbal or written, between the Parties. There shall be no modification of this Agreement except in writing, executed with the same formalities as this instrument. Subject to the conditions precedent herein, this Agreement may be enforced in any court of competent jurisdiction. 20.Release of Liability. It is expressly understood that the City cannot be legally bound by the representations of any of its agents or their designees except in accordance with the City of Wheat Ridge Code of Ordinances and the laws of the State of Colorado. 21.Captions. The captions to this Agreement are inserted only for the purpose of convenient reference and in no way define, limit, or prescribe the scope or intent of this Agreement or any part thereof. 00 VI; 8 22.Binding Effect. This Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective heirs, successors, and assigns as the case may be. 23.No Waiver. No waiver of any of the provisions of this Agreement shall be deemed or constitute a waiver of any other provisions herein, nor shall such waiver constitute a continuing waiver unless otherwise expressly provided, nor shall the waiver of any default hereunder be deemed a waiver of any subsequent default hereunder. 24.Invalid Provision. If any provision of this Agreement shall be determined to be void by any court of competent jurisdiction, then such determination shall not affect any other provision hereof, all of the other provisions shall remain in full force and effect. It is the intention of the Parties that if any provision of this Agreement is capable of two constructions, one of which would render the provision void, and the other which would render the provision valid, then the provision shall have the meaning which renders it valid. 25.Governing Law. The laws of the State of Colorado shall govern the validity, performance and enforcement of this Agreement. Should either party institute legal suit or action for enforcement of any obligation contained herein, venue of such suit or action shall be in Jefferson County, Colorado. 26.Attorneys Fees. Should this Agreement become the subject of litigation to resolve a claim of default of performance or payment by the Developer and a court of competent jurisdiction finds in favor of the City, the Developer shall pay the City's attorney's fees and court costs. 27.Notice. All notices required under this Agreement shall be in writing and shall be hand delivered or sent by registered or certified mail, return receipt requested, postage prepaid, to the addresses of the Parties herein set forth. All notices so given shall be considered effective seventy-two (72) hours after deposit in the United States mail with the proper address as set forth below. Either Party by notice so given may change the address to which future notices shall be sent. Notice to Developer:Wonderland Homes 5560 Greenwood Plaza Blvd. Suite 101-N Greenwood Village, CO 80111 Notice to City:Co-'--*47 Pkvt{01?-u+ Director of PubliGANGFks 7500 West 29th Avenue Wheat Ridge, CO 80033 City Attorney 7500 West 29th Avenue Wheat Ridge, CO 80033 -D 9 28.Force Maieure. Whenever the Developer is required to complete the construction, repair, or replacement of Public Improvements by an agreed deadline, the Developer shall be entitled to an extension of time equal to a delay in completing the foregoing due to unforeseeable causes beyond the control and without the fault or negligence of the Developer including, but not restricted to, acts of God, weather, fires and strikes. 29.Assignment or Assignments. There shall be no transfer or assignment of any of the rights or obligations of the Developer under this Agreement without the prior written approval of the City. 30.Recording of Agreement. This Agreement shall be recorded in the real estate records of Jefferson County and shall be a covenant running with the Property in order to put prospective purchases or other interested parties on notice as to the terms and provisions hereof. 31.Title and Authority. The Developer expressly warrants and represents to the City that it is the record owner of the property constituting the Property and further represents and warrants, together with the undersigned individual(s) that the undersigned individual(s) has or have full power and authority to enter into this Subdivision Improvement Agreement. The Developer and the undersigned individual(s) understand that the City is relying on such representations and warranties in entering into this Agreement. WHEREFORE, the Parties hereto have executed this Agreement on the day and year first above written. [Remainder of Page Intentionally Left Blank] 10 CITY OF WHEAT RIDGE, COLORADO l© d 3-YAM Bud Starker, Mayor A ;ity Clerk1. 5 H,FAE# K:r/96A APPVED AS -1ORM: Gerald Dahl, di¢'Atforne9 A 11 \\ DEVELOP By: STATE OF COLORADO ) ) SS. COUNTY OF A r a. 42- 1 The foregoing instrument was acknowledged before me this /7 day of Ll,uu.lwr , 2031, by 120 l 69 D' / 44 ¢D A , as fao• r (i#62, /'rN'74:· Wonderland Homes. Witness my hand and official seal. 044#bMy commission expires: (SEAL) 22=-9 -3.- --72-- 73-ERIN JANEAN MOORENOTARY PUBLIC - STATE OF COLORADOMy Identiftcation # 20164001010Expires Januly 11,2020 12 \3 EXHIBIT A Legal Description of Developer Property QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 13 14\ EXHIBIT B Final Plat (see attached) 14 Q,aSEN.SmEXE.&Il a Ly IBE»IG ME Wai/*21&1·El:y,m,3·,ak":t' AM=IER OF SA- 101101 14 10-1- 3 SOUTH. RANGE 89 TMENCE SOUTH 45-3 44- EAST. A DISTANCE oF 1872.93 FEET TO THE NORTHMEST CORNER OF m =-nTut OF THE NORT,mEEr QUARTER OF SAI, SECT,0,4 16 ALSO BEING n{E ™ENCE ALONG ™E SOUTHERLY RIGHT OF WAY OF 54™ A,ENUE AS RECORDED IN IECEPTIONN Fo988769 04 THE OFFICIAL RECORDS OF THE CLERK AND RECORDER. COUNIV OF .EFFERSON. STATE OF COLORADO, NORTH 897720- EAST, A DISTANCE OF 471.14 FEET To ThE NORTH,ESTCORNER Of SKYLNE ESTATES FLENG NO. 2 AS RECORDED 11 BOOK 172 AT PAGE 80 Of THE RECORDS OF THE aERK AMD RECORDER OF SAID .EFFERSON Cal}mt QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXrH PRINCIPAL MERIDIAN,CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. PRO-SED L-D USH TAILI U.WT. 1 AC .rn' AVE R)01/. *A 1 1.744 1.. 7 /1OPEN ,*cum/CTS 1 &202 1 1.2, *T-OF-WAY 1 67.726 1 1.. TOT. AREA 1 60"OIl 7.1, m33?-flm=#.6.1787=--:*:=-=-=i RECOM)ER OF SA]D .EFTERSON COlINTY: 4% ..d,:: .m¥,: ==vw=g#=u: AND RECORDER OF SAID EFFERSON COUNT,1 ,=1IEST. A DISTANCE OF 277.98 FEET ALONG TME EASTERLY BOUP®ARY THENCE SOUTH 89·32'.y WEST. A DISTANCE OF 422.75 FEET 10 THE EASTERLY RMGHT-OF-WAY OF QUAL STREET: THDICE ALONG SAID R,GHT-OF-WAY THE FOLLOmNG THREE (3) COURSES. 1. THENCE NOR™ 0015'01* IST. A DISTANCE OF 17963 FUL 2. THENCE SaITH 89,32'33- IEST, A DISTANCE OF «100 FIEr. 1 TMENCE NOR™ ODIS'01. IEST. A CISTANCE CF 48&24 FEET TO THE Bell Or Femilll CONTAIONG AN AREA OF 7.0138 ACRES (304609 SQUARE F/Er1 .CRE OR LESS an· OF mIEAT RI>GE COLORADO AND BY nESE PREEENTS DO DEDICATE TO nE [17, OF-fEAT RI]GE All THE PUEMIC IMOSE PORDONS OF REAL PROPERTY SHOIN AS BGHT-OF-WAY.AMD Do FIRTWER DEDICATE TO THE arr OF -LAT R=E AE THOSE IA»:CPALLY CIED DETENTION PONDS, STREET UGHTS AND ALL APPURTENANCES DIERETa OWIER 1 / SUBDIvlll r==..1=I'"U.,rtt&,.,.r Ent T'b - ITS SOLE k.'BER -OPOSE, LAND AREA TAI Le SclFT.AC Slcot 1 04 LOTS)....7 1.74 EU= 2 (43 LOTS)lit.157 15. macT I Un ¢108 TRACT F mGHT-OF-WAY IamLQE--ARR[al 2/1<£3392*/Ail?g#,1& t]:t:=Skr%&;Mij.%8 ;£;In„PED U LBIER Al TO Onlla 1 sEC.re-rld aEMEN#_NZIXS--CMm 11 =UAL 6 „IY A )LOTS SHALL NOT GE DEVELOPED FOR AMY 1_ &7.-lA'/V OR O FOR THE OF lED OR SH E ,fl,pI'FLA.4 "IE THA THE BE TO 81"ING ION IN lIEU OF ../TO A OF ANY AND ALL ™A AUEGE A CT AS A .... 26-1302 OF:.AE"m'16 -:,9,-Eli'.tuhm· OR .....01 D) ANY P THAT OR ANY Of Ttmr-FA....AREA AND ANY ACT. CUT 3-sO-802 ET SEd. AS CDARA-); A}O (2) THAT 006 10 Nrf OF: mACT C mT O 0,50 19-374 /43 1ii ec]5 SEct67 720 U5 MAP | v s¢™ AVE T sEC. =ls GENERAL NOTES 1. 'E arr DATUM TE MOWED .CR. OF 'E N /02 STATE TE 2 0 11- IS ·11-IE DATUM . 1908 (NA 1 1 TO :m .I O BASE PONT PHAC 1 iFI) HA-C THE /92 STAlE PLAME A4-al )170125& ./.1821.581/ 4. 1113 T M IK}T / RL li All HY loN T IC TO DIEZIINE 17. //TH AM DATE oF 2019 7/122-n* Nck T'NA la AMY.,U Nt DA'%,L F Ala€5 - ThE 016 SND C..1 AS RE Ill OF THIS PLAT. 641%,rI-FAMILY 11'T. . - I. -An-F AR# rAN OF. OR (D) TIE TION OR OTHER m.B FOR 11€ au'Il/'LY n.NOT ANY . DE OR FRO• TloN oR IErl * TIOI OF Y. 1HE 111*.n ™A MAY - E OF IRIS MAT 3· 1%0Ipur & 0 li ANY TO A OF LA. / SAT NOTE.ON G TION 3. al. THE .ge.R 22 OF TITE 1# CA0. ' 116 PDaEs / - TO BE ARE DEEMEDM.fa&/ Al., I TW: 1}.-Y OF = P M 11€ MULT)- AA'LY I CR TO DIE IR. 18 RECOMMEED I. APPROVAL ./ DAY OF 20- BY THE T RGE PLANN.KG C....SSON- CHAIRPERSON L/EQE*==-TPAL#: 9- 52JITQIHIENAINR ne _ DAY OF 20__ BY THE .€AT RIDGE arr ATTEST lu oF FOR grATE OF ? ss COmt·rf OV ) THE FOREGONG INSTRUMENT WAS Aa(NOVUDGED BEFORE ME THIS- DAY Off 20_- BY AS OF COL HOUES. K. A COLORADO CCRPORATOI. SCUE WE}mER oF WONDERLAND AT ST'nON U U.C. A COLORADO LACTED UASnITY COMPANY. m™ESS Irr HAND AND CFFICIAL SEAL ./11!SSION =.. NOTARY PUBLIC OMER 2 / SUEDIVIDER Joel L LUBKER AND DAWN R. LUSKER Int mo er. NAMI S.1. OF ccul./. 1, T IR'IANCE GROUP STATE// SSCOUNrf OF I THE FOREGOING INSTRINDrT WAS ACKNilliEDGED BEFORE ME Tll- DAY OF· . 20._. BY NTNESS NY HAND All OFFICIAL SEAL WY COUWS,0,1 0/IRES HO™©f Pl-C Qhillill'Inn te-17-11 .-18-13 VE,-1.01 mEEL/'#/ SlfIT NO.13/6 z pROP - ObERAU .. 3 PROPOS=) CONNOITIONS - NOR,H PC=no, 4 PROPOSED C*»11(»IS - 61©CLE PORTON 5 PROPOSED COOTIONS - SOUTH PORTION 6 I .NYmil Y AL ORDEF ANY L.®Mt==}OROR -(2) STATE 51 TUTE 18-4-500. OF + ST & PER 5TA SEC. 3&-31 106(U ALL UEAL IMTS CEPICTED 01• DCS LANDPLA'&11.nON T ITA£OM,IMIWIINHY 12 US SURVEY FET. =2Ck':ga*mmMggag#/ . C THAT. %& or,aegE=-=:=24&6:. f , me,TATNEXEE,mia' CF THE OE·TunION ,REA =U. . -OE Urn,OUT nE I OF ™E D./ OF9 -OF m RANGE %' TO F»IAL LFT OF ASPHALT PAYWDIT. e. 11€ CITY OF .EAT RK,CE UPON . ARE =69;di FORJ:,©NN,Z,72, am111(, GAS .0 & Ir ..1... F -TDE OF =:RI:#Mt" --AN" T|©A® TO PS 10 m &.=/1/%8///././i6, m STANDAND 11. ALL ARE -ARE TO BE AND MANTAIMED BY THE /01[ED'NERS alr CLERK WAYOR COIA(UNIT DEVnOPNENT DIRECTOR -ECTOR OF PUBLIC WOF?KS mmYEYUn--SERI=Am SAE, FLAT Al® TIE Sl;MY THtRECF. 10=1,1 hRt,2tlfy'l FOR AND ON BEMALF OF AZTE' CONSUTANTS I CLERK AI RECORDEMBLER™]CAU ACCEFTED FOR RECORDING IN THE OFFICE OF THE ColliTY aERK AM> RECORDER OF ./FENSON COUNrf AT GOLDEN. COLORADO. Dll - DAY OF .20- 11€ FOREOCI,G INSTRUMENT WAS Aae,OIUDGED BEFORE ME THIS- DAY of 20__, BY JOEL L LJBKER AND lA- R tjaKER .TNESS WY HAND AND OFFICIAL SEAL MY COMMISSION EXPRES: NOTARY PU8UC REVmIN MI ./. F.......S./18 FT S1901 6/12/10 SECO® VISOM 7/mi ne RE'41!Sow Fam™1 '.....1 FlFTH 'IV'ISON .....IN COUNTY CLERK AND RECORDER fEE E E tnt DEPUTY CLE.mR NLOO APFURINANCEE F: TD GE FOR AND [RANAGE DEVELOPER92*CTEEP.CDO BolIES, UC (A COIRADO C0RP0RAH010 WONDERLAND HOMES 8246 NOR™/ELD BLVD 8UILDING J. SUIE #2600 -I WAI DENVER 10 80238 11/Dull COVUI DIET 4,6 .... sc;,a la S„mu, ,0. . \6 1FONT OF BEG-140 NW CORNER. 52 1/4. NW I 4/4, OF sm . Am f =tor=.00- CAP STAMPED '2018 PLS TRACT Q F. 54TH AVE.SKYLAE ESTA FES FUm Na 14.25:M"REC. NO. F098876 (DEDICUED AS ROW TO THE CITY OF ARVADA) QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORABO. I . 71828&31 E - ./15.0. 23329.- - - rgxp---S \ 1 36551- 1 //9-/5 29-E 471.14 orr OF ARVADA - n=, 4 CITY OF ,»HEAT RIDGE 1 l. / \ 1/ \ li &18 ' P i E TRACT A {MD a:0.R LOT 18 (7/ID P.-R 1 \ / 1 \/ / / 1 \ / / / 1 \ / 1 \ 1 - 1 \1.r./. t.-p 1 2.Sy PUE RIGHT-OF-WAY\ HEREBY DEDICATED 1 ' BY ™IS PLAT E 1 i. *m;12 ?!15 -1.4 1 / / PUIC ROW1 RE'NO. 572675 / 8. 850. P. 15 / / 1 / / 1 / \ i / 1 / 47 --9-AP..6--':a- =2,Ar#cm51%kr*.153* - I rb ...BLOCK 1I . (1-0 m.n 1 3es \"8\ B \ 0 1 & 9....9 \ I LOT 13| (7.. PU'-F)2 \ \ 1 ..12 _ _ 1(mEr, m.0-R) m LOT / (10 I.* - SM·32'53* 4804 \ T LOT 10I (20/0 10-0 =3 \ 1 =-U=D Ce··40 +.R)\(NNED A-1) F. I4 2 --=1 §It/4.1/4Smle. 0-N-LOT 8 I 9 Z T.3&. &09¥.. SIXTH PUt.1 (,0164 \-1__ 1 \ 1 --1S89'32'53W 42275 .LOT 71 - - .......1 \ I N \ -- i·-dllnurr EASEMENT I. \ I ./ (?¢10 --P:9 1 ..Am4 1 0-84 61 1 LOT 5 - BLOCK 1 12/0 I.-I &Rm-ION ILOCK P -M. ....0. rT .rvisoN2 *%4 .co© REMXII z Zn= S89'32'53-W 7.69.7 LOT 3(20140 ...'i -/... L i +7/9/15 40' (BASS / BEARINGS) 100' SCALE - SO' LEGEND SET NO, 5 REBAR ITH 1-1/4- (/ANCE) PLASIC CAPI STAMPED AZTEC LS 38291 FOUND NO. 3 REBAR m™ 1-1/4- AU.lruy CAPI STAMPED 'OPC KT ENG PLS 35561 +SECION CORNER, AS NOED SUBOMSION 800©ARY - - EXISING PARCEL UNE LOT UNES HEREBY CREAU BY THIS PIT EASEMENT CITY BOUNDARY SECION LINE ROW/PROPERTY UNE - - - ROW CENTERUNE MONUUENT IN BOXEE TO SE SET AFTER CONSTRUCnoN 8 6-#5%4/03-9 (oat,) BLOCK ....R CROW) ./T-OF-WAY I - lolou. E - 10*204.74 FOR AND ON SDALF OF AZTEC CONSULTANTSINC EnSTING CONDITIONS DEVELOPER m, -AZIAC-0.7,11-NONDERLAND HOMES =u CD, 60][E, DC (A COWEADO CORPOUAMON) 8246 NOR™FIELD BLID eUILDING 4 SUIZ 2600 SHEET 2 0,[*..Ir HAK DENCER. CO 80)238 @ LOT 6 .2/18 9/19Aa 11/02/8 6/24/19 PONT OF BEGNall HW CORNER. SE 1/4 NW 1/4. Of SEC 15. 13% f?691. 074 liu.FOUND 3-1/4' AUU'NUW CAP STAMPED '2018 FU 36561- --ZU - - <3 FACT Q W. 64TH AVE.r SKYLME ESTATES 22°UM;g /FILING NO. 1/ REC NO. F098876 / (DEDZCATED AS ROW TO ™E CITY Or ARWIDA) N593/29-E 47114 C TY OF ARVA,A Cln OF V.,EAT DOCE QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERImAN, CITY OF 11¥'HEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. TRACT A 1 (.'C'ED U.I t 2 3 4 5 6 7 0 g 0e ./LOT '6 WEEST 53RD DRIVE »n C.ND... I n O 11 1213 14 15 1617 18 2 @ LEGEND SET NO. 5 REBAR .™ 1-1/4- (ORANGE) PLAS'C CAP STA,[PED ZTEC LS 38291 11 & E 6- 24· 11 12 13 LOT 15 (=11 LOT 14 Coll ED-:.1 L TRACT E I.-...m ./1.-f »0%,ED . DES PUT 4 1 5 19 20 21 22 23 24 25 26 - FOUND NO. 5 REBAR ./ 1-1/: ALUMINUM CAPSTAMPED .OPC IT ENG PLS 365610 SECTION CORNER. AS NOTED SUBDIMION BOUNDARY - - DISTING P.... LINE LOT t,115 HEREBY CREATED BY ™IS PLAT EASEMENT - - - CITY BOUNDARY - - - SECION UNE ROW/¥'ROPERTY UNE - ROW C.TERUNE UP. AT7[ UCE[ RM)TRACT A ,€,2 Au ,a„·,25, §'LOT 13 (KND VID-0 TRACT B 71 MONU"ENT IN BOXES TO BE SET AFTER CONSTRUCION IS IMPUTE PER SEC 38-51-105-9 {cab)COLORADO FS·SED STATUTES SLOCK ."&/ 12.5-eN @ LOT 12 34 33|32| 31 | 30 |29 28 27 11 1 (ae ./.0 (RO¥,4 ./.T-OF-WAY 6 ii@h**fs-/ TRACT E 2-7- ESTA TES ' LOT 11 14 , fraa ri!5-9 10 35 36 37 38 39 4 0 Ve-1....1 N89-32'53'E 17.48 -253-W «100 WEST 63RD PLACE /0015'01W 11188' LOT 10 g..0 /1.41 15' UTEUTY EASE]ENT To REWA' M E 2 1 TRACT C C8 43 D 41 42 @ LOT 9 TRACT D [5 (=CO r.0-81 1 FA LOT 8 --=-=8 1/4, MI 1/4 SEC. 16. 1T.OS. R.691. Slrnt P.It.SCALE - 50'j (82011!) EXISTING •Cr PUBUC ROW-23' ROW ----HEREBY VACATED BY T)15 +T S89·32'5yW 447.75'- LOT 7 ,aID f'11>2) - -15' UTUTY ./MENT b TRACr F LOT G (ZE FUM; *te: Re 005297 1 ...10.4.OCK LOT 5 BLOCK 1 C.:ED IM) ./.1 ./.'/AnON 5/9/'B i ..7 .....CA2/18 - 1 :(7021?BiLD-SECOD -,/20" ON 9/19/18 . FIRTH .."WON Ill/18 AAZIgc=57-IVTW RE,10»,/0./19 1-0.4,1,1- 989132'53W 7.69'7 LOT 3 0/24/19(PED....23 -]14 VDA• rk.m. NAK =&==:C PRO1%:5 DEVELOPER JJ& 20•·-•» CDI Ho][ES. INC. U el ORAIDO CDWORAMON) WONDERLAND HOMES :C„a r-cy 8246 NOR™/ELD .VO BU*#:le- ..... .OF . QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXrH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. ¥. 54™ AVE.rP TE,GIVA,A. cr Sal #4 m #69< 8,7, "REC'.m=.1 FOUND 3-1/r AUU=U• OP STAMPED '201/ PU 36/A N89'37WE 471.14 55.50*50.00'SO.0 50.00'50·00'5000' 116.51' TRACT 0 r SKyUNE ESTATES / FLNG NO. 1 REC NO. F098875 / (DEDICATED AS ROW TO THE ary Or ARIAOW 1 CITY OF ARVADA 5000'CITY OF -4EAT REE 50.OKO LEGEND SET NO. 5 REBAR // 1-1/4- (ORANGE) PLASTIC CAPI STAMPED :'ll. 38291- rOUND NO. 5 REBAR .™ 1-,/4 ALUMINUM CAP0 STAdPED -OPC KT ENG PLS 35561 -SECTION CORNER. AS NOTED SUBDMSION BOUNDARY - - 00511NG PARCEL UNE LOT UNES HEREBY CREATED el ™IS PLAT EASEMENT -- - CITY BOUNDARY - - - - SECTON UNE ROW/PROPERTY UNE 59.1• - - -ROW CENTERUNE IM- E-- | a· unurf EASEWENT •--r- HEREBY GRANTED1 8/™S PLAT 91 b El 1il tms j 6.5 PUeLIC RGHT-OF-AWAY - - HER.Y OEDICATED I. ™IS ./T 4800' "91#'ED CCS PJM• 0 -------- : 2 5 4.3 s,imi :/1037 AC & 6' UniTY EASEMENTPrs-rl-----scoo' .00' 2550' 25·50' 5&00'30.00'37.4y 18.2 - - -/-..7--rEI--1-=j L..-,= : r : 2. 8 5 P .1038 AC 1% =%1 i ------------ 00'30.0[r 50944*59-9 34&00' SE 1/4. N, 1/4 SEC 14 T.36. R.691. Slm P.It S89-44'50 34000' 0 --------------1 8' UmmuSEMENT L '97%21%7 2 2 E 6 J. f& Azi P /1042 AC i 64 za i 30.00'moo -I 6-161'40'57- R-5250' l.-148.15'1 A CH-109·24'33-W \ CHL-103.66 21 ¥ 10¥81 ./ I UnUTY EASEMENT H.EBY CRAN.D GY TMIS PLAT 9 3%5 547·3239-w 1.00 MMNENT IN BOXES TO GE SET AFTER CONSTRUCIONA &'96-lk,ZAE:&4:21-10&-9 (0*b) BLOCK NUWaER (ROW) ....op-WAY CUPE TABLE CUR€ raTA RADRIS LENGTH .... O/ DIST 0 90'00'00' 7.50'11.78's•5·1501-E 1061 CZ 71+40'Ze 17·50'21·89'.515'.W 20.49 O 3702'45' 12 50'&08'N7154'.W 7.94 (34 -00'00* 1000' 1571' 544+44'59-W 14.14 0 90'00&10.00'1371'54515'01 E 14.14 06 90·00'00- 10.00'1&71'544 44'59W 14.14 I 90·00'00- '0 00'15.71'545/3'01/ ,..,. M 36'55'1 1254'.08.N71·26'.E 7.94 W E. 1 go WEST 63RD DRIVE i (Sy WIE PUBLIC Rone 25.50'HEREBY OEDCATED BY THIS PLAT '' 589-"'OZ-W 2200/89-44'WE 301.00' 9' 1/29'3245'32.45·1&29·,&29·37.46 .-26.30' 12,50'- LOT 15'89,7'•SY 36.30' 8100< 1. 12/:D ...P' 1.830 / E B hy k hy- D, h ,2- .0420 AC m- r.; 91 + 03* 01 0 1! 1 i; 1 0:t ;i : 6 1 6 Id p .61,1 .0 1 -20 ,.0 / 4/p -d p es -N89·44+392 5&00'i * 2 32 02:2 ,w" UTU. r Z i i *e1 0 £, i i i fib M g 2 ,0270 AC5 5 W S59'44'59.58.00'27.4/1&2 la29'32.49 /1 1 32,43'1&29'1/29'.703 - 1 6 :1.081 SF -,07 Jwl r Se9·44'39-W 2010 / 15 3 MI £ 0-40 - LOT 14 . 'Bir#'39E ./OCr ,UTUTY EASEMENT ,1---28 50'-I HEREBY GRAN.D.-.....I-/ BY ™IS PLAT IBl1,177/ 4 2 S89·44·S9-W 20300' -4 '0270 Ac %* | 27.47 la29·16,29 32.45·r 1&29'.29· :· 1 589·44'59.104.50 L_G UalrY EASEMENT HEREBY r CRANTED BY TDOS PLAT 1.947 SF A 1*46 1 -/w -d P ¤ P gid I * |ili 3 -I*BE/71 - S89·44'59.5aoo'a m U R i ¤ i.2-\0 5-'. i i i !* :4{9 -·=1 Cm9-1 Tr--0 li LOT 13 2 57.•Y 1&29'1&29'3245· A-••f 3243' Iall' 18·29' 3 (Al/11 P.-19 £ '89'44'91 213./125' PUBUC RIGHT-OF-WAY M .....Ii- HEREBY DEDICATED S89'44'59-W '04.47' BY ™IS PLAT .b .300. ./1.1/ E.-ENT 1 13-8 TRACT B .1R Z : R .487 AC 1. ) g 8.i S89·44'597 2100' .A f i i :12 b22 - 437.4/ :1/29' 1 1/29' 1 32.45' y,00|W| 32,6'a. 3 , 0 1 FOR AND ON BEHALF OFAZ1EC CONSU.TANTS. INCR.¥'l=N aL-K S89'44'59¥v 58.00' -U PA,UnON i |O.-•......=r/PROPOSED CONDInONS I ..1011 1 .000€D ./.MAT NORTH PORTION - R..01 1 1 55 18 29 93.18' lilli: IP li 01 m .... @ W 7.46. 8 VAn 0/lula 'MAS 9/19/18 ./02/10 1/sro 26 £G SCALE 1 - 20' ™.0 REMgoN DEVELOPER -=.2--0, FOUR™ ....../-...76-Ca BDIES, INC. (A COWEADO COWORAMON)AAZTEC rn,.=-I CONSULTA'r™.INC. *--ZL._WONDERLAND HOMES = .* 8246 NOR™noo m..9*TH 9011 ....T 4 0.BULOING' SUITE RgOOSEESHEET5SE€4. REI=N .....1.'.-0 r.... NAK DENVER. CO 80238 2\ QUAIL RUN FINAL PLAT LEGEND A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16,SET NO, 5 REBAR .™ 1-1/4 (ORANGE) PLASnC CAPTOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, ° STA,AZE LS 38291· CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. ,FOUND No. 5 REBAR *TH 1-1/4- AWMINUM CAP i STAMPED CPC IT END PLS 36561 589·44'5EW 104.47 8 SECT,ON CORNER. AS NOTED SEE SHEET' 4 1 R SUID.ION BOUNDARY - - .... PARCU LIE - LOT INES HEREBY CREATED 8/ ™15 PLATTRACT A sm·i'59-¥ 21100' I 12 3.523 SF ..47 1/29 1&2¢ 32.4 3146'18.29' EASEMENT /0809 AC - - -arY BOUNDARY -- - ----- SECION UNE S89+44'59-w 3&00'1 ROW/PROPER- UNE1 ;i i Sal :i ! "Slj . , '- 1 11 1 1 4 Ulll EASEMENT HEREBY ORANID_1__ - - -ROW CENTERUNE Err ™IS PLAT •C»,ln,ENT IN BOXES TO BE SET AFTER CONSTRUCTION 1.542 EF e V 6 -mdi V 2 -2. I i -: E -4 i A &951'39::&4.-9 (cabl/10334 AC M 589·44'59NV 10444' LOT 12»89'44'39EWB - - -L_ -1- 1- -/14-1 1-1/T/- 1 ac. I.-m BLOCK NUMBER ia.37.46'At{U,LOUN 6 11 g -1 7 '·", m m /0270 AC g 27.47 18·29 1&2 32.43' I 589·44'59Nf 5&00'589'44*59'W 201* / / 1.061. M TRACT E EF- a©244 AC f ./El S89·44'59'/ 203.OCy , / N89-44'59E %00'27.47 1/29 18.29'32·45' J 1 3248' 1/29', 2Ae : SEM EEG-K .89·44'5* 5&(JO'9 11 3 111 11 3. + 1 ...r : 84: U48 SF 10 '0516 AC f W 2 *h m f i LER Iii ¥i. UTUTY..IT : ,-lou. CRAI'lp m.§i §3 i i1 - nes - ' I 0 . 8 r 13 1 =% ... h 1 UnLITY EASEMENT HEREBY GRANrED BY /0/ Pt.AT 18.29' 3 S89-44'59.104.40' 95 5 3 m .M.0 $ R .270 AC5 i Mi B UTUrf EASDENT HERE. GRANTED_. 11¥ ™15 PUT. 5% m (ROW) IGHT-OF-WAY8 2 LOT 11 2[1. FUM; aff TARE CURVE DELTA RADIUS LE,GTH C. BRO CHO DIST Ct 90'0[roo' 7.W ..78 $45'1501 Z 1(161 C2 71·40'56*17.50'21.59' 535·35'28 2149 O 37·02'43'12.50' 8.08' N7,¥lrW 7.94 1250' 26·50' 1&29'37.46 2550' 1&30' 125-10 0 5800'1000·37.4,18129' 1&29' 3245 32.46' 1/29'S59·44'39.104·37'Nag·32'55'E 138.96' _WEST OSRD PIACE 16MEF =14 &#r 90W00- 10017 1571'544·44·59-w 14.14 go·00'00- too'1171'/515'017 14.14 90100'00 00' ./544+44'.W 14.14 90/0.00- 10.00'1571'54395'01*E 14.14 LOT 10 .343·55'2/12.54'BOB·N71·26'09/7.94,§251 -- _ _ _- EN8903/33-E 340.W - - (ge Re 'FENI' K77=20--w N.'32'53/ 26&96' TRACT C 1.692 g &0388 AC -1--------- , 589·3553-W 29&5Cr k LOT LNE HEREBY CREATED_/BY THIS BY ™IS PLAT EES&.6 =.......,1.'/1.I JI -=Ine,UlSE 1/4. N¥ 1/4 SEC 16. T.OS.. R.691. SITH P.IL SKYLNE ESTATES FUA Na 2 er 172 PG 60 LOT 9 (:.ED /0.-R, % 40. SCALE: 1 - X UAIL ErrREEr 3 1 %1 Eri .Cl :Nk El §§ 1 -G/l'THOREE;Y -==L.=1/ 2 1LOT UNE RENESY CREATEDBY THS PLAT\.REMOVED 87 THIS PLAT 1 Se| LOT 8BLOCK 1 EASTERN 25' OF EX,SnNG b n {38 I.+ 40' MDE ROW HEREBY :0 VACATED ./ IMIS PLAT 8 8 FOR »C ON BEWF OF AZEC CONSULTANTS. INC RESION ILOCK 1111/AL FIEPARATIC»,5/9/18 rms, RE,soN 0/12/0 SECI- RE.'SON 7/20AS 11 WON "9/18 Rxm. ./ws/l'11/OMS PROPERTY BOUNDARY UNE OF -LOT 43 HEREBY CREATED UPON RECORDAnON OF THIS FUT IGERLY 15' OF E/ING 40' WE ROW (TO RD,(AIN) 5 1,0. 26.50 1. 26.30'27350' EJOSmNG PARCEL LINE HEREBYREWOMEO SY THIS PLAT -I S89'32'33./00' PARCEL UNE HEREBY CREATED EY THIS PLAT 96.25' -1 ™ R SEVENTH RE'.,SION *I PROPOSED COND,nONS •0[XE PORTION 589·3253*W 447.75 SEESHEET 6 ,trn Al len,2:5*7 *425§5025' *. MAK DEVELOPER al HONEZ Um (A COZORIDO COMPAIn) WONDERLAND HOMES 8246 NOR™FlaD a. al= &12%°°S."T 0. . QUAIL RUN FINAL PLAT A PARCEL OF IAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, Crl'Y OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 5 k NG PARCE] UP€ 1€REBY |d RE.OVED ./ TWIS I.<--I:P TAN/S.873/33V IOC&3 6 6 26.50'20.3«9625 273.50' 7 S89·32'53-W 447.75' Arc AC 2057,0'572 (Tig#=: AND DRAINAGE EASEMENT) LEGEND LOT 7 0 STAMPED -AZ/C LS 38291SET Na 5 REBAR .™ 1-1/4 (ORANCE) m-Asne c.p FOUND NO. 3 REBAR MTH 1-1/4- ALUMINUM CAPI STAMPED ./C KV ENG Ptl 35561- *-CION Col'OR. As NOTED....SON /01/OARY - ....PARCEL LINE LOT LINES HEREBY CREAED eY Tle PLAT EASEMENT - - - a. BOUNDAR'r ---- SECTION LINE ROW/PROPERTY LIE - - --- ROW CENIERUNE LOT 5 MONUIENT IN BOXES TO SE SET AFTER CONSTRUCTION »ID F.-R, IS COIPITE PER SEC. 38-51-105-9 (081COLORADO REWSED STATUTES SKyLNE ESTATES FILINQ NO. 2 BLOCK NUMBER SK In PG 50 (Ronl RIGHT-OF-WAY E i 9 LOT 5EEBLOCK 1 00:rD 'Gl'-4 2 1/4./ 1/4 SEC.10. T.33.. R.69¥.. srm P.11+ LOT 4 („*D'*p) LOT 3 (PED 'BR) WEST 53RD AVENUE -S892'537 7.59 <(2 30636 ld(25' WDE PUSLIC ROW)- *-15Dgr--- ------ ---- LOT 9 ESTATE. LOT 1 f2BLOCK 2 5% Re-ION ILOCKi "nAL PARA#5/D/18 0 0 h :=7 Ines".Me 7/20/re O ™IRD REI%/N eols Mr nl RE%•gl,1./.8 #SCM ,/D.Ag *AZTEC 1-I- O.-I. 1ZI 04 9:gmI ,SON 6/'24,9 .-I. CONSULTANTU.INC. :*'ll'. sr•g™ RE./- ch-- . NAK FOR AND ON BEHALF OF AZE CONSULTANTS.INC PROPOSED CON[MIONS SOUTH PORTION DEVELOPER =16 20.- m EDIES, [K U CO:ADO copoRImt) WONDERLAND HOMES CU No 8246 NOR™FIELD .. 7*Lt glzdz:00 EXHIBIT C Phasing Plan for Public Improvements The public and on-site improvements for the property shall be installed in three phases as outlined below. No permits shall be issued prior to receipt of fees-in-lieu of parkland dedication and the letter of credit. • Prior to Phase One: Prior to issuance of a building permit for Lot 1 of Block 1, the following improvements shall be installed: o all-weather access connecting to W. 54h Avenue. • Phase One: Prior to issuance of building permits for Lot 2 of Block 1 and Lots 1 - 10 of Block 2, the following improvements shall be installed: o Quail Street (including on-street parking) from W. 54h Avenue to the southern boundary of the subdivision, o the alleyway in Tract E to the east of Lots 1 -10 of Block 2, and o the portions of West 53rd Drive and West 53rd place connecting the alleyway to Quail Street. Final lift is not required. • Phase Two: Prior to issuance of building permits for the remaining single-family lots (Lots 3-14 of Block 1) the following improvements shall be installed: o W. 53rd Drive (final lift not required), o W. 53rd place (final lift not required), o Pierson Court (final lift not required), and o all drainage improvements (except drain basins, roof drain tie-ins, inlets and manifolds installed by building completion). • Phase Three:Prior to issuance of building permits for the remaining single-family attached lots (Lots 11-42 of Block 2), the following improvements shall be installed: o the completion of the alleyways in Tract E. In addition to the phasing outlined above, the following shall be required prior to issuance of Certificates of Occupancy. • Prior to issuance of any Certificate of Occupancy, the following shall be complete and accepted by the City: o all improvements and furnishings in the public right-of-way; o off-street parking areas and alleys; o adjacent sidewalks providing logical connections between the building in street; and o all adjacent on-site landscaping drains, inlets, and lighting specific to that building. • Prior to the issuance of any Certificate of Occupancy, the City of Arvada shall accept the Quail Street right-of-way improvements. The connection to the portion of Quail Street in Wheat Ridge to the south must also be completed and accepted. • Prior to issuance of the final CO all improvements shall be complete including final lift and all on-site and common landscaping. Landscaping for the single- 1\ 15 20- family detached homes (Lots 1 -14 of Block 1) must be complete on the particular lot requesting a CO prior to final inspection. Exception to the above requirements: • Installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Refer to Section 11 of the Subdivision Improvement Agreement. 16 13 EXHIBIT D Cost Estimate for Public Improvements (see attached) Off-site ROW Improvements On-site Improvements ¢ 1 17 APPROVED i *44 YEARS By Jordan Jefferids?@NE86¥R;NE!EiNimim rIK 9 Redland 1500 West Cana. Court, 720.283.6783 Office ittleton, Colorado 80120 1 DI WHERE GREAT PLACES BEGIN REDLAND.COM Quail Run Quail St. Public Improvements Opinion of Probable Cost Estimate Date: 12/03/2019 JN: 18005 UNIT TOTAL Street Improvements (Wheat Ridge)QUANTITY UNIT PRICE COST Type 2 Curb and Gutter 210 LF $24.75 $5,200 8' Concrete Crosspan 1 EA $2,000.00 $2,000 Concrete Pavement 60 SY $72.00 $4,350 Compacted Subgrade (4" section)607 SY-1 N $2.80 $1,700 Subgrade Prep - Concrete Walk 1,960 SF $1.75 $3,430 5' Concrete Walk 1,960 SF $5.00 $9,800 Handicap Ramp 1 EA $2,580.00 $2,580 Mid-Block Ramp 2 EA $2,580.00 $5,160 Street Subtotal $34,220 UNIT TOTAL Street Improvements (See Note #3-5) Arvada QUANTITY UNIT PRICE COST Type 2 Curb and Gutter 1,215 LF $24.75 $30,070 Compacted Subgrade (4" section)16,611 SY-1 N $2.80 $46,510 Asphalt (Full depth - 6" section)3,765 SY $30.73 $115,700 Street Subtotal $192,280 Subtotal $226,500 Contingency (25%)$56,630 Total Cost (Quail Street)$283,130 Notes: 1) Earthwork for street is from W 54th Ave. to the end of pavement to the south. 2) Subgrade prep is measured from TBC to TBC. 3) These Street Improvements include quantities to build, from TBC-TBC with complete improvements within the City of Wheat Ridge, Quail St. from W. 54th Ave. to W. 53rd Ave. in the event Haskins Station does not complete Quail St. prior to this development. 4) Parking areas along Quail St. from Haskins Station plan assummed to be asphalt. 5) Quantities taken from Haskins Station approved plans dated October 11, 2019. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 12/3/2019 Page 1 of 2 RECEIVED 12/3/2019 Revised submittal I YEARS Redland Littleton, Colorado 80120 720.283.6783 Office 1500 West Canal Court, 1 Bl WHERE GREAT PLACES BEGIN REDLAND.COM Quail Run Private Improvements Opinion of Probable Cost Estimate Date: 08/5/19 JN: 18005 UNIT TOTAL Storm Sewer QUANTITY UNIT PRICE COST Area Drain 3 EA $220.00 $660 8" SDR-35 PVC 190 LF $60.00 $11,400 8" Cleanout 2 EA $160.00 $320 Storm Sewer Subtotal $12,380 UNIT TOTAL Water QUANTITY UNIT PRICE COST Connect to Existing Main 1 EA $2,500.00 $2,500 Fire Hydrant Assembly 5 EA $5,250.00 $26,250 6" CL-52 DIP 114 LF $30.00 $3,420 6" C-900 CL 149 368 LF $30.00 $11,040 8" C-900 CL 150 1,830 LF $35.00 $64,050 8" - 450 Bend w/ Kick Block 4 EA $350.00 $1,400 8" x 12" Tee Fitting 1 EA $450.00 $450 8" x 8" Tee Fitting 3 EA $350.00 $1,050 8" x 6" Tee Fitting 7 EA $350.00 $2,450 8" Gate Valve 9 EA $2,000.00 $18,000 12" Gate Valve 1 EA $2,750.00 $2,750 6" Gate Valve 7 EA $1,800.00 $12,600 2" Blow off 2 EA $2,000.00 $4,000 3/4" Water Service w/ Meter Pit 14 EA $1,425.00 $19,950 1" Master Meter 10 EA $6,500.00 $65,000 Pressure Testing 2,312 LF $0.80 $1,850 Water Subtotal $236,760 UNIT TOTAL Sanitary Sewer QUANTITY UNIT PRICE COST Connect to Existing Main 1 EA $3,500.00 $3,500 8" SDR-35 PVC 2,150 LF $33.00 $70,950 4" Service w/ wye, cap, bend 56 EA $1,250.00 $70,000 4' Dia. Manhole 12 EA $3,500.00 $42,000 Flush Sewer 2,150 'LF $0.50 $1,075 Air Test 2,150 LF $0.60 $1,290 Sanitary Sewer Subtotal $188,815 Page 1 of 2 I YEARS WRedland -ittleton, Colorado 80120 720.283.6783 Office 1500 West Cana. Court, 1 WHERE GREAT PLACES BEGIN REDLANnCOM Quail Run Internal Road Public Improvements Opinion of Probable Cost Estimate Date: 12/03/19 JN: 18005 UNIT TOTAL Storm Sewer QUANTITY UNIT PRICE COST 18" RCP (0-8' depth)335 LF $85.00 $28,480 4' Dia. Manhole 1 EA $3,250.00 $3,250 5' Dia. Manhole 1 EA $4,000.00 $4,000 10' Type 'R' Inlet 3 EA $6,000.00 $18,000 15' Type 'R' Inlet 1 EA $8,500.00 $8,500 18" Flared End Section 1 EA $1,350.00 $1,350 Pond Outlet Structure 1 EA $15,000.00 $15,000 12" SDR-35 PVC 55 LF $70.00 $3,850 12" Cleanout 1 EA $200.00 $200 Storm Sewer Subtotal $82,630 UNIT TOTAL Street Improvements QUANTITY UNIT PRICE COST Earthwork (3' vertically over TBC-TBC)5,026 CY $4.00 $20,100 Subgrade Prep 4,390 SY $1.75 $7,680 Asphalt (Full depth - 6" section)4,390 SY $30.73 $134,900 Type 2 Curb and Gutter 2,290 LF $24.75 $56,680 8' Concrete Crosspan 1 EA $2,000.00 $2,000 4' Concrete Crosspan 2 EA $1,500.00 $3,000 Concrete Pavement 67 SY $72.00 $4,800 Subgrade Prep - Concrete Walk 9,040 SF $1.75 $15,820 5' Concrete Walk 9,040 SF $5.00 $45,200 Handicap Ramp 6 EA $2,580.00 $15,480 Mid-Block Ramp 3 EA $2,580.00 $7,740 Street Light (Local) 5 EA $10,000.00 $50,000 Street Subtotal $363,400 Subtotal $446,030 Contingency (25%)$111,510 Tolal Cost (Internal Roads)$557,540 =Grand Total $840.670= Notes: 1) Subgrade prep is measured from TBC to TBC. Page 2 of 2 I YEARS i Ui Redland Littleton, Colorado 80120 720.283.6783 Office 1500 West Canal Court, 1 ) WHERE GREAT PLACES BEGIN REDLAND.COM Quail Run Private Improvements Opinion of Probable Cost Estimate Date: 08/5/19 JN: 18005 Storm Sewer QUANTITY UNIT PRICE COST 18" RCP (0-8' depth) 335 LF $85.00 $28,480 4' Dia. Manhole 1 EA $3,250.00 $3,250 5' Dia. Manhole 1 EA $4,000.00 $4,000 10' Type 'R' Inlet 3 EA $6,000.00 $18,000 15' Type 'R' Inlet 1 EA $8,500.00 $8,500 18" Flared End Section 1 EA $1,350.00 $1,350 Pond Outlet Structure 1 EA $15,000.00 $15,000 12" SDR-35 PVC 55 LF $70.00 $3,850 12" Cleanout 1 EA $200.00 $200 Storm Sewer Subtotal $82,630 Street Improvements QUANTITY UNIT PRICE COST Subgrade Prep 2,220 SY $1.75 $3,890 Concrete Pavement 2,220 SY $72.00 $159,840 Subgrade Prep - Concrete Walk 3,370 SF $1.75 $5,900 5' Concrete Walk 3,370 SF $5.00 $16,850 Street Light (Bollard) 3 EA $5,000.00 $15,000 Street Subtotal $201,480 Subtotal $722,065 Contingency (25%)$180,520 Total Cost (Internal Roads)$902,585 Grand Total $945,365 Notes: 1) Quantities based on Quail Run construction documents prepared by Redland. Quantities may differ from final design of sanitary sewer by others. Page 2 of 2 15 EXHIBIT E Letter of Credit Template (see attached) 18 EXAMPLE LOC - Parentheses ( ) indicate applicant/bank defined fields ']* (Bank Letterhead) LETTER OF CREDIT #(L.O.C. it) BENEFICIARY:The City of Wheat Ridge ADDRESS:7500 West 291 Avenue, Wheat Ridge, CO 80033 DATE:(Date of Issue) EXPIRY DATE:(Exp. Date) IRREVOCABLE STANDBY LETTER OF CREDIT For:(Developer' s Name) (Developer' s Address) Gentlemen: We hereby open our IRREVOCABLE STANDBY LETTER OF CREDIT in your favor available by your drafts drawn on (Bank Name, and Address) for any sum or sums not to exceed in total (Amount of L.O.C.). We hereby authorize you to draw on us for the account of (Developer's Name) up to an aggregate amount of (Amount of L.O.C.) (125% engineer's estimated cost of improvements) available by your drafts at sight accompanied by your signed statement that the above is: 1) drawn in payment of street improvements including, but not limited to, curb, gutter, sidewalk, asphalt patching, street paving, and other street improvements shown on the final plat and associated construction documents for The Corners at Wheat Ridge (the "Project"), and/or 2) drawn in payment of storm drainage improvements including, but not limited to, detention pond grading, detention pond outlet structure(s), storm sewer system, and other drainage facilities shown on the final plat and associated construction documents for the Project. Drafts must be accompanied by 1) a sight draft; 2) a signed statement by an authorized representative of the Beneficiary stating as follows: "We hereby certify that the amount of our draft represents funds owed to the City of Wheat Ridge for payment obligations pursuant to the conditions stated above, between (Developer's Name) and the City of Wheat Ridge." 3) This original Letter of Credit. Each draft must bear upon its face a clause "Drawn under Letter of Credit No. (L.O.C. #) dated (Date of Issue). This IRREVOCABLE STANDBY LETTER OF CREDIT is not transferable. We hereby agree with you that drafts drawn under and in compliance with the terms of the Letter of Credit will be duly honored if presented to the above mentioned drawee Bank on or before (Exp. Date). Except as otherwise expressly stated herein, this Letter of Credit and all negotiations hereunder are subject to all applicable provisions of Uniform Customs and Practices for Documentary Credits, 2007 Revision, International Chamber of Commerce Publication No. 600. ' Sincerely, (BANK NAME) By: (Name and Title of Bank Officer) DEN-132644-2 R $33.0 D $0.01 2020004136 01/10/2020 02:56:49 PM 5 Page(s) JEFFERSON COUNTY, ColoradoDECLARATION OF COVENANT AND RESTRICTION THIS DECLARATION OF COVENANT AND RESTRICTION (this "Covenant") is madeand entered into as of the 3 day of J-0-.-,1 ,1010 by and among theCITY OF WHEAT RIDGE, COLORADO, a home rwfe municipal corporation (the "City"), and RIVERSIDE TERRACE, LLC, a Colorado limited liability company (the "Developer"), together referred to as the "Parties." RECITALS 1. The Developer is the owner of certain real property located in the City of Wheat Ridge, which is more particularly described in Exhibit A and made a part hereof (the "Property"), commonly known as Quail Run. 2. The Developer intends to develop the Property as a townhome and single-family development, subject to that certain subdivision for the Project titled Quail Run Final Plat and subject to the Quail Run Planned Residential Development Specific Development Plan,both recorded with the Jefferson County Clerk and Recorder under reception numbers2010004 I33 and 7-010 004 134 ,respectively. 3. The City and Developer executed a Subdivision Improvement Agreement, dated 3 7-Unv.. 10-LO ,and recorded with the Jefferson County Clerk and Recorderunder Reception Mo. 101000 4 134 (the "SIA"), 4. The SIA outlines the obligations of the Developer relative the construction of Public Improvements and other on-site horizontal infrastructure, and outlines the required timing and phasing of those improvements in relation to the issuance of permits and certificates of occupancy. The SIA requires the Developer to execute and record this Covenant. 5. Pursuant to the SIA, the obligations of the Developer are proposed to be completed according to Exhibit C of the SIA. 6. The Project is not developable unless and until the Public Improvements and other on-site horizontal infrastructure is installed as required by the SIA, and it is the City's obligation to protect future lot owners from purchasing undevelopable lots. 7. The Parties agree that such protection shall take the form of this Covenant, execution and recording of which shall take place simultaneously with recording of the SIA. NOW, THEREFORE in consideration of the above recitals, which are fully incorporated herein by this reference, the delivery, receipt and sufficiency of which are acknowledged, the Parties agree as follows: COVENANT AND RESTRICTION 1. The entirety of the Property is hereby declared to be the "Burdened Property." 2. Imposition of Restriction. The Developer and its heirs, successors and assigns, hereby covenant and agree that the Burdened Property shall be subject to the following restriction: \M • No sale of any individual lot or any collection of individual lots which do not equal the entirety of the Property as described in Exhibit A may occur until such time as the Public Improvements and on-site horizontal improvements as required by the SIA are complete and accepted by the City. This does not prohibit the sale of the entire Property in a bulk sale of all lots and tracts to a single third party. 3. Burdens Run with Land. Developer declares that this Covenant shall pass with and burden each and every tract, lot, and parcel of land within and which is a part of the Burdened Property, and shall apply to and be binding upon the heirs, successors in interest and assigns of the Developer and any owner hereafter of said tracts, lots and parcels, and shall run with the land at law and in equity. Each person acquiring any interest in the Burdened Property shall be deemed for all purposes to have assented and agreed, as an essential condition of any conveyance to it, to the provisions of this Covenant, to have agreed to comply with this Covenant and to have waived any right to challenge or contest the provisions hereof except as permitted herein. The benefits and burdens of this Covenant shall be perpetual unless released by written instrument executed by the City, acting in its sole but reasonable discretion upon a written request by the Developer or any successor. 4. Termination. The burden of this Covenant shall terminate for each Phase upon the City's acceptance of the Public Improvements and on-site horizontal infrastructure required for each Phase pursuant to the SIA. 5. Enforcement. The benefited party herein shall be the City. The rights, duties and obligations contained in this Covenant may be enforced by the filing of an appropriate action in law or in equity in the District Court for Jefferson County, Colorado whose jurisdiction over this Covenant is hereby acknowledged. Such action and remedies may include, but is not limited to specific performance, mandatory injunction, damages, forfeiture or other relief. In the event of any litigation under this Covenant, the court shall award reasonable attorneys' fees and costs to the prevailing party. 6. Governing Law. This Covenant shall be governed and construed in accordance with the laws of the state of Colorado. Venue and jurisdiction for any action arising under this Covenant shall be property and exclusive in the District Court for Jefferson County, Colorado. 7. Entire Agreement. This Covenant shall constitute the whole agreement between the Parties on the subjects contained herein, and no additional or different oral representation, promise or agreement shall be binding on the Parties with respect to the subject matter of this Covenant. 8. No Waiver. No provision of this Covenant may be waived except by written instrument signed by the Party to be charged with such waiver. Failure of any Party to this Covenant to enforce any provision of this Covenant shall not constitute a waiver of such provision, and no waiver by any Party to this Covenant, or of any provision of this Covenant, shall be constitute a waiver of any other provision or of the same provision. 9. Recording. This Covenant shall be recorded simultaneously with the SIA for the Property and shall be filed for record with the Office of the Jefferson County Clerk & Recorder. . \0 2 IN WITNESS WHEREOF, the Parties have executed this Covenant on the dates set forth below, intending that it be valid and effective from and after the date of such execution and recording. CITY OF WHEAT RIDGE, COLORADO %1 ,{0 J « Bud Starker, Mayor ATTEST: :*2*,e=-Di lerver, City ClerkJ. StaKI<14#'O*;Ck Al DS TO FORM: c U U »lfuGer*1 Dahl, City Attorney 03 . 3 DEVELOPR,/ 83 to lfiu« Name: 4©Bit t»•·6512246 Title:St•434 \Ilc£ PO'0802vbf STATE OF COLORADO ) ) SS. COUNTY OF Ar*#be ) The foregoing instrument was acknowledged before me this t¥ day of 1,64--UU- , 20.11 , by 2. L lkY O ' dum• las Seuot (la /10.0.6.4 Wonderland Homes. Witness my hand and official seal. eli , My commission expires: (4 1 A949 / 1.- ) 'AA (6/01%: MAL (SEAL) ERIN JANEAN MOORE NOTARY PUBLIC - STATE OF COLORADO My Identification # 20164001010 Expires January 11,2020 -C 4 I. ./ EXHIBIT A Legal Description of the Property QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 5 City Council Minutes October 28, 2019 page 4 * Clerk Shaver assigned Ordinance 1676. Ma*gtarker opened the public hearing. Staff pr@hentation - Steve Nguyen • This stQf land was, at one time, reserved for a dedicat€d right turn lane from Youngfieldboto eastbound 38th Ave. Since the enty to 1-70 has been moved to the south, a defcated right turn lane at this locatn would likely never be needed. • The current stre@ketandards can be met. • The area proposed'for vacation is 2,367 sq>Itf(0.05 acres), more or less.• U.S. Retail LLC will Atthe additior are footage for a new developable pad at this intersection. • In return for the vacated ar@a, U.S.has agreed to deed to the City a small,irregular-shaped strip of RO*410'16 the east side of Youngfield Street lying just south of the area of vacationCity needs the area to bring the Youngfieldcorridor into compliance wiyl currestreet standards and to allow for construction ofpublic improvements. / • The area proposed fo>dedication is 2,T square feet (0.05 acres), more or less.Mr. Cutler went through*ictures showing the'rcels of land under consideration.The exchange of lapibetween the City and the :change. Public CommeR<No one came forward to spe Council Quions iai sq 1%4tail Iqnd owner is about an equal ei ak. o interferenkwith the existing ( incil Bill 17-2019, an AN[[ance 1 of West 38th Avenue, a Mlic ct 15 days after final publicatho Councj]Member Mathews verified there will be n mopbment. Mayor Starker closed the public hearing. Motion by Councilmember Pond to approve Cot vacating any interest held by the City in a portior roadway on second reading, and that it take effe , seconded by Councilmember Davis; carried 6-0. 3. Resolution 58-2019 - A Resolution approving a major subdivision plat with right- of-way dedication for property zoned Planned Residential Development (PRD) and Agricultural-One (A-1) and located at 5352,5372, and 5392 Quail Street (Case No. WS-18-01/Quail Run Plat) The purpose of this subdivision request is to establish lot lines, tracts, easements, and right-of-way dedication for a 56-unit development with townhomes and single family detached homes. Councilmember Mathews introduced Resolution 58-2019. City Council Minutes October 28, 2019 page 5 Mayor Starker opened the public hearing and swore in the speakers. Staff Presentation - Scott Cutler Mr. Cutler entered into the record the case file, the subdivision regulations, and the contents of the digital presentation. He testified that all posting and notification requirements had been met. • The approximately 7.11-acre property is surrounded by Arvada on 3 sides. • The PRD Zoning was approved by the Council in April, 2018 Proposed conditions • 42 for-sale townhomes in 10 buildings, and 14 single family home lots. • 6 tracts, commonly maintained (open space, drainage, and alleys), plus utility easements • New public streets: 53d Avenue/Drive, Pierson Court., Quail Street • He explained why the plat and SDP have different boundaries. The plat has an extended boundary for two reasons. One, the lot to the south of the SDP portion needs to be involved in the plat because the rear portion of that area is being cut off and sold to this project to be used for the detention pond, and the Pierson Court right-of-way will extend south. The second reason is the narrow "tail" of the plat, which is the drainage conveyance, which will tie into the Skyline Estates drainage system via a private property owner's lot. They have signed an agreement which was reviewed and approved by Public Works, as have all drainage and civil documents for this site. Process • All outside agencies can serve the property and expressed no concerns. • Public Works and Planning have found the plat and civil construction documents to be approvable • No written comments were received for the plat application The proposal complies with subdivision standards. Staff and Planning Commission both recommend approval. No one from the public came forward to speak and there were no questions from the Council. Mayor Starker closed the public hearing. Motion by Councilmember Mathews to approve Resolution 58-2019, a resolution approving a major subdivision plat with right-of-way dedication for property zoned Planned Residential Development (PRD) and Agricultural-One (A-1) and located at 5352,5372, and 5392 Quail Street for the following reasons: 1. City Council has conducted a proper public hearing that meets all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2. The requested subdivision has been reviewed by the Planning Commission, which has forwarded its recommendation of approval. City Council Minutes October 28, 2019 page 6 3. The subdivision plat has been found in compliance with Article IV of Chapter 26 of the Code of Laws. 4. All agencies can provide services to the property with improvements installed at the developer's expense. and with the following conditions: 1. The reception number of the Quail Street right-of-way in Arvada will be filled in prior to recordation of the SDP and plat. 2. The developer shall enter into a subdivision improvement agreement and a lot sale restriction covenant agreement prior to recordation of the subdivision plat. 3. Prior to issuance of building permits, the developer shall provide homeowner's association covenants for review by staff. 4. Prior to recordation, the applicant shall pay the required fees-in-lieu of parkland dedication. 5. Reconfiguration of the intersection of W. 53rd Avenue and Quail Street shall be completed to the satisfaction of the City. 6. All minor corrections to the plat shall occur prior to recordation. on second reading, and that it take effect immediately upon Council adoption, seconded by Councilmember Hoppe; motion carried 6-0. ORDINANCES ON FIRST READING . Council Bill 18-2019 - An Ordinance amending Sections 2-30, 2-31 ant,2-32 of Nte Wheat Ridge Code of Laws concerning the Duties of the Chief of<Police,POblic Works Director and Community Development Directorndillthorizingchanglk®_ the City's organizational chart The Wheat Ridge Chart¢03.5 provides that Council mayrby ordinance, consolidateand/or merge City departmeand that each depaFtrfiAt be under the supervision of a department head appointed bythtity Manager: Section 2-26 of the Code grants the City Manager the authority to exercise*pelvision and control over all departments. The purpose of the proposed oindie iAb*reassign duties in the appropriate sections of the City's Code of Laws and-to update the 81*s organizational chart as follows: 1. Move directiolyFtl4 City's code enforceme.grain from the Community Development Dyartment to the Police Department2. Mov.direction of the City's engineering functions o Public WorksDeoartment to the Community Development Department ouncilmember Hoppe introduced Council Bill 18-2019. '41 *64, City of_TV wheatilidge ITEM NO: 3 DATE: October 28, 2019 REQUEST FOR CITY COUNCIL ACTION i>38Mthr, 92 44 HEA »r r O. A SOYEAPS TITLE: RESOLUTION NO. 58-2019 - A RESOLUTION APPROVING A MAJOR SUBDIVISION PLAT WITH RIGHT-OF-WAY DEDICATION FOR PROPERTY ZONED PLANNED RESIDENTIAL DEVELOPMENT (PRI)) AND AGRICULTURAL- ONE (A-1) AND LOCATED AT 5352, 5372, AND 5392 QUAIL STREET (CASE NO. WS-18-01 / QUAIL RUN PLAT) ® PUBLIC HEARING BIDS/MOTIONS ® RESOLUTIONS E ORDINANCES FOR 1 ST READING E ORDINANCES FOR 2 NI)READING QUASI-JUDICIAL:E YES El NO ment Di 12-2)4 P. U Ch Community Develop [rector 14041- City Manager ISSUE: The applicant is requesting approval of a major subdivision with right-of-way dedication for an approximately 7.11-acre property located at 5352,5372, and 5392 Quail Street. The purpose of this subdivision request is to establish lot lines, tracts, easements, and right-of-way dedication for a 56-unit development with townhomes and single family detached homes. PRIOR ACTION: Planning Commission heard the request at a public hearing on October 17,2019 and recommended approval of the major subdivision for the following reasons: 1. All agencies can provide services to the property with improvements installed at the developer's expense. 2. The plat will result in a logical layout consistent with the future development proposed by the specific development plan. 3. The requirements of Article IV of the zoning and development code have been met. Council Action Form - 5352-5392 Quail Street Subdivision October 28,2019 Page 2 City Council approved the rezoning for this site with an Outline Development Plan (ODP) on April 23, 2018, with a vote of 7-0. Planning Commission approved the Specific Development Plan (SDP) for this site on October 17,2019. FINANCIAL IMPACT: Fees in the amount of $2,395.60 were collected for the review and processing of Case No. WS-18- 01. Fees in lieu of parkland dedication in the amount of $134,853.56 will be due prior to issuance of building permits. Permit fees and use tax will be paid for each building permit and for all site work and right-of-way permits. BACKGROUND: The subject property is located in a northern peninsula of Wheat Ridge, surrounded on three sides by the City o f Arvada. It is located along Quail Street north of Ridge Road and south of W. 54th Avenue. The subject property consists of three parcels, each of which contains a single-family home. The northern two parcels are zoned Planned Residential Development (PRD), per the Quail Run Outline Development Plan, which allows for single-family homes and townhomes. The southern portion of the subdivision includes a parcel zoned Agricultural-One (A-1), a zone district which allows for residential estate living within a quasi-rural or agricultural setting. This A-1 parcel is included in the subdivision because the applicant is purchasing the eastern portion oftheir oversized residential property for the purpose of drainage conveyance for the proposed development. The only way to legally divide that parcel is to include it in the subdivision. To the north and east of the subject property is the Skyline Estates neighborhood in the City of Arvada. This area consists of single-family homes constructed throughout the mid-2000s. To the southeast along Ridge Road, also within the Skyline Estates neighborhood, are five 8-unit apartment buildings. To the west of the subject property is a large vacant parcel within the City of Arvada. A plat was approved by the City of Arvada for this property on September 18, 2019, which establishes the necessary right-of-way for Quail Street and establishes lot lines and right-of-way for the "Haskins Station" development. An Outline Development Plan was approved by the Arvada City Council on September 10,2018 for this development. The approved ODP shows 477 housing units consisting of single-family detached homes, paired homes, townhomes, and apartments. The development will connect to 54th Avenue, located just north ofthe subject property, and will share access from Quail Street with the subject property. It will also connect south to Ridge Road. To the south of the subject property is a property zoned agriculturally and utilized for a single- family home with apparent accessory agricultural uses. Further to the south is the Quail Ridge Estates development, zoned Planned Residential Development (PRD) and containing 25 single- family homes, which was recently completed. Council Action Form - 5352-5392 Quail Street Subdivision October 28,2019 Page 3 The catalyst for much of the development activity in the area is the proximity of two commuter rail stations on the RTD G Line. The Arvada Ridge and Wheat Ridge · Ward Stations are each less than a mile from the subject site to the east and west, respectively. The site is zoned Planned Residential Development (PRD). As stated above, City Council approved the rezoning of the property to PRD on April 23,2018. Planning Commission approved a Specific Development Plan (SDP) for this property on October 17, 2019 (Case No. WZ-18-13), which complies with the Outline Development Plan standards approved by City Council. Key components of the subdivision are described below. The plat document is attached. The purpose of a subdivision plat is not to review specific site plan or architectural details, but rather to confirm appropriate lot configuration, access, rights-of-way, easements, and utility service to the site in order to create developable parcels for a land use that is already permitted by the underlying zoning. Planning Commission has approved the site plan, architecture, landscaping, and parking for this property as part of the SDP approval on October 17,2019. Proposed Plat The proposed plat document consists of six pages. The first page includes the legal description of the property; signature blocks for the owner, City, surveyor and County; and standards declarations and notes. The second page shows the current condition of the land. The third page shows the entire site, and how the land will be subdivided, including lots, tracts, and dedicated right-of-way. Pages 4-6 divide the property into three sections and expand upon the information provided on page 3. Right-of-way The site is mostly rectangular in shape, and plats 4 new public street segments: Quail Street, West 53rd Drive, West 53rd Place, and Pierson Court. The majority o f Quail Street lies within the City o f Arvada, and will be built to Arvada roadway specifications; as noted above it was platted by the recently-approved Haskins Station Subdivision. The portion of Quail Street within the City o f Wheat Ridge will be built to Wheat Ridge specifications, essentiallyjust the public sidewalk. Quail Street will be completed between Quail Run and Quail Ridge Estates in an interim condition on the Arvada side o f the City boundary when the Haskins Station development is constructed. West 53rd Drive will be built as a standard local street with a 53-foot wide cross section which is wide enough to accommodate two travel lanes, on-street parking, and 5-foot attached sidewalks on both sides of the street. West 53rd Place is located along the southern property border, and is 42 feet wide which will accommodate on-street parking on the north side, a 5-foot attached sidewalk on the north side, and two travel lanes. I f the property to the south develops, the remaining 11 feet of right-of-way for a local street section will be built. Due to the single- family home remaining to the south of the subject property, the applicant is proposing to plat Tract C between West 53rd Place and the Council Action Form - 5352-5392 Quail Street Subdivision October 28,2019 Page 4 neighboring property. This Tract will be converted to right-of-way if the property to the south redevelops. Pierson Court will be built as a standard local street with a 53-foot wide cross section. This section extends south along the drainage pond, and aligns with Pierson Court in the Quail Ridge Estates Development to the south. If the properties between the subject property, Quail Run, and Quail Ridge Estates redevelop, Pierson Court will connect the developments. A Subdivision Improvement Agreement will ensure all public rights-of-way and other public improvements are in-place prior to issuance of a building permit. Site Configuration The lot configuration is consistent with the SDP site plan with 14 larger lots (approximately 4,500 square feet to 9,000 square feet) located along the northern and eastern property lines, accessed from West 53rd Drive and Pierson Court. These lots will accommodate the single-family detached units. No access to W. 54th Avenue for these individual homes will be permitted. At the southeast corner o f the property is Tract D, for stormwater detention, and Tract F, for stormwater conveyance. Forty-two townhome (single-family attached) lots are located central to the community, bounded by West 53rd Drive to the north, West 53rd Place to the south, Pierson Court to the east, and Quail Street to the west. This area is traversed from east to west by Tracts A and B, which will provide a central landscape amenity area for the community. The homes will front Quail Street, 53rd Drive, and 53rd Place, with garage access being accommodated by Tract E, an alley dedicated for access, utilities, and drainage. Tract E connects to Pierson Court, 53rd Place, and 53rd Drive. Easements Several easements are created by this plat to allow adequate infrastructure and access. These include the following: • A series of 6- foot, 8-foot, and 10-foot wide utility easements on the perimeters of Lots 1 -14 • A utility easement running north-south between the townhome buildings, interrupted by Tract A and Tract B • Vacation of 25 feet of existing Quail Street right-of-way across Lot 43 which will not be required to construct Quail Street (the alignment in this section falls mostly in Arvada's jurisdiction). This vacation is at the request and recommendation of the Public Works Department. Drainage The property will be utilizing a detention pond (Tract D) located at the southeast corner of the property. This water will be conveyed through Tract F, and outfall into public storm sewer downstream within the Skyline Estates Subdivision. This is in an existing platted drainage easement designed to accommodate off-site flows. Council Action Form - 5352-5392 Quail Street Subdivision October 28,2019 Page 5 RECOMMENDATIONS: A subdivision plat is a technical document and review is a ministerial action. The plat complies with the requirements of the subdivision regulations (Article VII in Chapter 26 of the Municipal Code) and is consistent with the development standards and requirements from the approved outline development plan. For that reason, staff is recommending approval of the request. RECOMMENDED MOTION: "I move to approve Resolution No. 58-2019, a resolution approving a major subdivision with right-of-way dedication for property zoned Planned Residential Development (PRD) and Agricultural-One (A-1) located at 5352,5372, and 5392 Quail Street for the following reasons: 1. City Council has conducted a proper public hearing that meets all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2. The requested subdivision has been reviewed by the Planning Commission, which has forwarded its recommendation of approval. 3. The subdivision plat has been found in compliance with Article IV of Chapter 26 of the Code of Laws. 4. All agencies can provide services to the property with improvements installed at the developer's expense. and with the following conditions: 1. The reception number of the Quail Street right-of-way in Arvada will be filled in prior to recordation of the SDP and plat. 2. The developer shall enter into a subdivision improvement agreement and a lot sale restriction covenant agreement prior to recordation of the subdivision plat. 3. Prior to issuance of building permits, the developer shall provide homeowner's association covenants for review by staff. 4. Prior to recordation, the applicant shall pay the required fees-in-lieu ofparkland dedication. 5. Reconfiguration of the intersection of W. 53rd Avenue and Quail Street shall be completed to the satisfaction of the City. 6. All minor corrections to the plat shall occur prior to recordation. Or, "I move to deny Resolution No. 58-2019, a resolution approving a major subdivision with right- of-way dedication for property zoned Planned Residential Development (PRD) and Agricultural- One (A-1) located at 5352,5372, and 5392 Quail Street for the following reasons: 1. 2. 3, ' Council Action Form - 5352-5392 Quail Street Subdivision October 28,2019 Page 6 REPORT PREPARED/REVIEWED BY: Scott Cutler, Planner II Lauren Mikulak, Planning Manager Ken Johnstone, Community Development Director Patrick Goff, City Manager ATTACHMENTS: 1. Resolution No. 58-2019 2. Plat Document 3. Aerial 4. Quail Street Exhibit 5. Planning Commission Draft Meeting Minutes CITY OF WHEAT RIDGE RESOLUTION NO. 2 Series of 2019 TITLE:A RESOLUTION APPROVING A MAJOR SUBDIVISION PLAT WITH RIGHT-OF-WAY DEDICATION FOR PROPERTY ZONED PLANNED RESIDENTIAL DEVELOPMENT (PRD) AND AGRICULTURAL-ONE (A-1) AND LOCATED AT 5352, 5372, AND 5392 QUAIL STREET (CASE NO. WS-18-01 / QUAIL RUN PLAT) WHEREAS, Chapter 26, Article IV of the Wheat Ridge Code of Laws establishes procedures for the City's review and approval of subdivision plats; and, WHEREAS, an application for a subdivision plat with right-of-way dedication was received from Wonderland Homes to subdivide property located at 5352,5372, and 5392 Quail Street in the Planned Residential Development (PRD) and Agricultural-One (A-1) zone districts; and, WHEREAS, all referral agencies have reviewed the request and can serve the property; and, WHEREAS, the Planning Commission has conducted a public hearing complying with all public notice requirements as required by Section 26-109 of the Code of Laws and forwarded its recommendation of approval; and, WHEREAS, the City Council has conducted a public hearing complying with all public notice requirements as required by Section 26-109 of the Code of Laws. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO, AS FOLLOWS: A MAJOR SUBDIVISION PLAT WITH RIGHT OF WAY DEDICATION FOR PROPERTY ZONED PLANNED RESIDENTIAL DEVELOPMENT (PRD) AND AGRICULTURAL-ONE (A-1) LOCATED AT 5352, 5372, AND 5392 QUAIL STREET IS HEREBY APPROVED FOR THE FOLLOWING REASONS: 1. City Council has conducted a proper public hearing, meeting all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2. The requested subdivision has been reviewed by the Planning Commission, which has forwarded its recommendation of approval. 3. The subdivision plat has been found in compliance with Article IV of Chapter 26 of the Code of Laws. 4. All agencies can provide services to the property with improvements installed at the developer's expense. And, with the following conditions: ATTACHMENT 1 1. The reception number of the Quail Street right-of-way in Arvada will be filled in prior to recordation of the SDP and plat. 2. The developer shall enter into a subdivision improvement agreement and a lot sale restriction covenant agreement prior to recordation of the subdivision plat. 3. Prior to issuance of building permits, the developer shall provide homeowners' association covenants for review and approval by staff. 4. Prior to recordation, the applicant shall pay the required fees-in-lieu of parkland dedication. 5. Reconfiguration of the intersection of W. 53rd Avenue and Quail Street shall be completed to the satisfaction of the City. 6. All minor corrections to the plat shall occur prior to recordation. DONE AND RESOLVED by the City Council this 28th day of October, 2019. Bud Starker, Mayor ATTEST: Janelle Shaver, City Clerk eME81-QERIEEnAIE ¥,IE. ARTHUR 1 AHO. BARBARA / AHO, GREGORY R. SKALLA, 5ul,ER a-ARK. JOEL L LUBKER AND DAWN R. LUeKER BEING ™E 0*ERS Of REAL PROPERTY CONTANING 7.0158 ACRES DESCRIBED AS FOLIO\,5: A PARCEL OF LAND BEING SITUATED IN ™E NORTHREST QUARTER OF SEC,ION 18. TO,NS,1/ 3 SOUTH, RANGE 69 WEST Of lHE 6TH PRINCIPAL MERIDIAN. CIT OF WHEAT mDGE. COUN™ OF .EFFERSON, STATE OF COLORADO, 'CRE PARICULARLY DESCRmED AS .CUOWS: Cnal.'r-1/ AT THE NORTH'*EST CORNER OF SAID SECT10]N 16, TO-ISHIP 3 SOU™, RANGE 69 WEST OF ™E 6™ PRINCIPAL MERIDIAN: QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. NZILI'IX TH mE , • GENERAL NOTES CONT, 12· INDI'DUAL TOWNHOUSE (SINGLE-FAMILY ATTACHED) ITS SHAU NOT BE DEVELOPED FOR ANY OTHER PURPOSE OTHER THAN TOWNHOMES 13. THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LANO INENDED FOR THE DEV./.ENT OF MER-OCCUPIED Wil-FAMILY OWEUING UNITS OR ASSOCIATED COMMON AREAS, UW,lt[) CO,IMON ELEWENTS OR .PROVEMENTS (THE WLD-FAMLY DEVELOPWENT AREAD. TO ™E E..T ™AT THE FOLLOWING CLAIMS INVOLA€ ANY MULn-FAMILY DEVELOPMENT AREA (OR ™E IMPROIMENTS™EREON) WITHIN ™E PROPERTY COVERED BY ™!S PLAT. SUCH CLAIMS SHALL BE ./.ITTED TO 811!DING ARBITRAnON IN UEU OF SUBINT™G ANY SUCH CLAIM 10 A COURT OF LAW. THENCE 50/™ 45·31'- EAST. A DISTANCE OF 1872.93 FEET TO THE NOR™WEST CORNER OF 1}IE SOUTHEAST OUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO) 8EING 1}IE niI.QE.ligria THENCE ALONG THE SOU™ERLY RIGHT OF WAY OF .TH AVENUE AS RECORDED IN RECEPION NO..0968789 IN THE OFF,CIAL RECORDS OF ™E CLERK AND RECORDER, CITY OF AR... COUNTY OF .EFERSON. STATE OF COLORADO. NORM 89·37'29 IST. A DISTANCt OF 471.14 FEET TO THE NORTH»EST CORNER OF 5rfLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK t 72 AT PAGE SO oF .E RECORDS OF THE CLERK AND RECORDER OF .EFFERSON COUNTY: 11,ENCE SOU™ 0012'Sr EAST, A DISTANCE OF 937.22 FEET ALCNG TME *fERLY Boll.¥ Of SAID SKYUNE ESTATES F,LING NO. 2 TO ™E NOR™EAST C'ORNER OF QUAIL RIDGE ESTA,ES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF ™E RECORDS OF TWE CLERK AND RECORDER OF SAID .FFERSON COUNTY: DESCRIPnON SHEET NO COR SHEr' 1 ElOSnNG CON[IONS 2 PROPOSED CONDITIONS - ...... 3 PROPOSED CONDINONS -NORTH PORTION 4 PROPOSED CONDITIONS - MIDLE PORTION S PROPOSED CONDI'INS- SOW™ PORION 6 PROPOSED LAND USE TABLE USE OPEN SPACE/™ACTS | SOFT AC 86,744 4 29 1 .726 155 ®5.609 i 11-RIGHT-OF-AYTOT. A.A M PROPOSEr LAND AMEATABLE DE5CRnON BLOCK 1 (4 t.. BNOCK 2 (43 LO!S) mIT I RKPIT...WAY BASIS OF BEARINGS T}E ST LNE OF THE NORTHST OUARTER OF SECTION 15, TO'NSHIF 3 SOU™,RANGE 89.ST OF n. 6. PRINCIPAL WER.AN, BONG MON.ENTED AT THE NOR™nEST CORNER BY A 3-1/4 .ASS CAP STAMPED tS 132,r IN IONUWENT BOX AND AT ™IE .ST QUARTER Com€R BY A }-1/4 BRASS CAP ST//PED 0 13212 N WONUMENT BOX, ASSUMED TO 8EAR NOR™ 009653' WEST. ANY AND ALL CLAIMS ™AT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECT,ON 26-1302 OF nIE CODE OF AND: {1) ARE BET¥.EEN ANY re OR MORE OF ™E FOLLO-G PERSONS OR ENnnES: (A) ANY 0-,ER OF ANY PORTION OF T)€ WULTMAMILY DE',ELOMENT AREA (e) ANYCOMMON INTEREST COMMUNIrr ASSOCIAnON CREAE> WI™ RESPECT TO THE Wutm-FAI,ILY 0/VELOPMENT AREA (C) THE SUEDI'DER. DE'/LOPER. CONTRACTOR. OR ANYONE CLAIWING UNDER OR ™ROUGH ANY SUCH PERSONS (D) ANY PARTY ™AT CONS™UCTS OR DESIGNS ANY PORTION OFT--- pmgl€EREf'ZEEMFF£*315:1 .(A) DE El-FAMILY DE,ELOPMENT AREA, (e) ANY D'ELLING UMT. COWWON AREA DEVELOPMENTST#UCTURE. U.TED ....LEMENTI OR OTHER ./.MENTS CONSTRUCTED ON ™E MULn-FAMLY DEVELOPWENT AREA. (C) THE COWMON ITEREST COI,WNITY TO BE CREATED FOR ™E sri DOCUMENTS GOVERNING SUCH COMMUNITY. W 54™ AVE h \I 1-Muln-FAMLY DE,ELOPMENT AREA OR ANY PORnON ™ENEOF. OR (D) PE DECLARATION OR O™ER ™ENCE SOU™ 89·32'57 EST. A DISTANCE OF 7.69 FEET TO ™E SOUTHEAST CORNER Of A PARCEL OF LAND RECORDED AT RECEPTION NO. 2008052502 OF T}€ RECORDS OF ™E CLERK AND RECORDER OF SAID .EFFIRSON COUNTY: ™ENCE NOR™ 00*16'48- .ST. A DISTANCE OF 277.98 FEET ALONG ™E EASIERLY .U.OARY OF SAID PARCEL: ™ENCE SOU™ m'32'55 WEST. A DISTANCE OF 422.75 FEET TO .E EASTERLY RIGHT-OF-WAY OF QUAL STREET: ™ENCE ALONG SAID RiGHT-OF-WAY ™E FOLLONG ™REE (3) COURSES: 1. THEMCE NOR™ 0015'01 ./7, A DISTANCE OF 179.63 FEET: 2 ™ENCE SOUTH 89·32'53% nEST, A DISTANCE OF 40.00 FEET: 3.™ENCE NORTH 0015'01 ./T A ISTANCE OF 480.24 FEET TO ™E &1119£_BIMP/& CONTANG AN AREA OF 7.0158 ACRES. (305,609 SQUARE FEET), MORE OR LESS HAE LAID OUT. SUBDI.]ED AND PLATTED SAID LA,£> AS PER n€ DRANNG HEREON CONTAINED LIE)ER ..... AND STYLE OF QUAL RUN ™AL PLAT. A SUBDIVISON OF A PART OF THE CrrY OF n'HEAT RIDGE COLORADO AND Err 1,€SE PRESENTS DO DEDICATE TO THE CITY OF ¥,HEAT RCE Al© THE PUBUC THOSE PORTIONS OF REAL PROPER™ 910-1 AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO ™E CllY OF nHEAT RIDGE AND THOSE MU,laPALLY O-ED AND/OR k«INICIPALLY FRANOMSED .... AND SER,ICES THOSE PORnONS AS EASEMENTS FOR THE CONSTRUCTION. INSTALLAION, OPERATION, MAINTENANCE, REPAIR Al REPLACEWENT FOR ALL SRVICES ™IS INCLUDES, BUT IS NOT LIMIED TO, mEPHONE AND ELECTRIC LINE GAS UNE& WATER AND SANITARY SE'ER INES. HYDRANTS. STORM WATER SYSTEMS AND PIPES DETENnON PONDS, STREET UGHTS AND ALL APPURENANCES ™ERETO. 1 1\ 1 11 . VICINNY MAP GENERAL NOTES,SCALE 'r 1000 1. DE CURRENT arr DAR,/ COORDI,AIE SYS,™ USED IS A GROUND-BASED MODITIED FORM OF DE NA/83/92 STA. PLANE COORDINATE SYSTEM. COLORADO CENTRAL ZONE 0502. 2. .RTICAL .... USED IS 'IE NOR. AMERICAN VE'AL DATU' OF 1988 (NA'/88) 1 GROUND TO GRID COMBINED SCALE FACTOR IS 0 99974780300. SCALED FROW BASE POINT PHAC 1 (PERMANENT HIGH ACCI.mACY CONTROL. POINT in) HAWNG ™E FOLLO-IGNAD./92 STAlE PLANE COORDINATES: PHIC L NORTHING: 170125&7500. EAST*e 311/217.5810. ELEVAnON: 5471.62 (NA,[)88) SQFT AC 2.55 3.52j Doe 6.3/Di 1.692 21.922 0 19.874 2.181 &*389 "{'16 TRACT 8 RACT C .ACT O rnACT E rRACr F THE FOREGOING SHALL NOT PRECLUDE ANY OF ™E PERSONS OR ENTTTIES DESCRIBED ABOf FRO,1 ENDEAMING TO RESOVE ANY SUCH CLAIMS{S) ™ROUGH DTHER NEGOIATION OR MEDIATION BEFORE SUE,WITT™G SUCH CLAIWS(S) TO BINDING ARBITRAnON. ADD,nONALLY, THE MULn-FAMILY DEVELOMAENT AREA WAY »450 8/ SUE.EIT TO A DECLARAION OF CNENANT& CONDITION AND RESTRICTIONS THAT WAY ....T AND EXPAND UPON ™E REOUIRDIENTS Of THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REOUIREhENTS OF ™IS PLAT NOTE AND THAT WAY EXEMPT CERTAIN CLAIMS FROM T}€ REQUIREMENT ™AT SUCH CLAIMS MUST BE SUBMITTED TO 91. ING ARBITRAnON. PROVIDED. H.... THAT ANY SUBSEOUENT AMEN..T OR CHANGE TOSUCH DECLARATION OF COVENANTS. COND,IONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT IONSTRUCION DEFECT CLAIMS SHALL BE SUm,iliTTED TO BINDING ARE!.AnON IN LEU OF SUBMITTING ANY SUCH CLAJM TO A COURT OF LAW FOR PURPOSES OF n«S PLAT NOTE. 81NDING AREMmATION SHALL 'EAN SUBMISSION OF ANY CLADESCRIBED A.. TO ™E ARITRAION SERICE PROVIER SPECFED IN ™E DECLARATION OR OTHER GOVERNING DOCUIENTS Of ™E COW'LON 'lEREST CO"WUNITY. F QUAL,·IED PURSUANT TO THEUNIFORM ARENTRATION ACT. PART 2 OF Mla£ 22 OF TITLE 13, CR.S. AND. IF NOT. AN ARe,TRAnON SERMCE PRO]ER SO QUAUAED IN SUCH ARBITRAT,ON: THE COSTS AND EXPENSES OF ARBITRAT}ON TO BE BORNE EOUALLY BY THE PARTIES. ALL FUTURE PURCHASERS OF ANY 'TEREST IN ™E MULT,-FA-LY DE'ELOPMENT AREA ARE DEEMED TO HAVE ACCEPTED AND AGREED TO ™E UMS AND CONCITIONS OF THIS PLAT NOTE AND SHALLBE BOUND BY T PLAT NOTE. mOCH IS RECORDED IN ™E .EFFERSON COUNTY CLERK AND RECORDER'S OFFiCE. DEEMED TO 81 A . NANT RUNNING .TH THE MUL'-FAM„Y DEVELOPWENTAREA. AND BINDING UPON ALL SUCCESSORS IN INTEREST. GRANTEES, OVIERS, HE]la ASSIGNS, AND ALL OTMERS VA#o ACOURE AN INTEREST IN OR TO THE MULTI-FWILY DEVELOPMENT AREA. TOGETHER .™ ANY .....EST ...IMTY ASSOCIATIC' ASSOCIA'D THERE.™+ PLAII-0 CO-SION CER-,CATION RECO"/ENDED FOR APPROVAL 'MIS - DAY OF 20_ BY ™E -IEAT RIDGE PLANNIG COMMISSICN. CHAIRPERSON 0.'ER / ....R ARTH'Le .1 AHO AR.UR JOEL .0 REVOCABLE TRUST BARBARA / AHO .,HUR JOEL .0 REVOCABLE TRUST STATE OF ) COUNTY OF ?.. n€ FOREGO,10 INSTRUMENT WAS ACKNOnt.EDGED BEFORE WE ™IS DAY OF 20_ BY 20_BY ,TNE. I. HAND AND OFFICIAL SEAL WY COM,MSSON D,IRES. NOTARY PUBUC GREGORY R. .ALLA STATE OF ) COUNTY OF V TE FOREING INSTRUIENT WAS ACKNO. EDGED BEFORE WE ™1/ DAY OFr 20_BY WITNESS MY HAND AND OFFICIAL SEAL WY COWMISSION EXPIRES. NOTARY PUBLIC MA*illimEY WZ-17-11 WZ-18-tl WS-18- 01 JOEL L LleKER lA,04 R lum<ER STATE Of ; I COUNTY . ) THE FOREGOING INSTRUMENT WAS ACKNOTLEDGED TEORE WE THIS_ 70 .BY 20_ .BY /™ESS WY HAND AND OFFICIAL SEAL. WY COMMISSION EXPIRES. NOTARY PUBUC SUMWER CLARK STA. Of )COUNTY OF 1 SS ™E FOREGOING INSTRUMENT WAS ACKNOVLEDGED BEFORE NE THIS_ , 20_ . BY ¥ATNESS WY HAND AND OFACIAL SEAL MY COMMISSON EXPIRES NOTARY PUBLIC 4. THS SUR'/7 DOES NOT CONSTITUTE A TIE SEARCH BY AZEC CONSU-TAMS NC, TO DETERI,NE OV#IERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORI.1/nON REGARDING EASEMENTS AZ.C CONSULTANTS INC REUED UPON I,ZE COMMI™ENT No. 5--F060060*-122-V'00. MTH AN Er¥[Cm€ DATE OF JANUARY 12, 2018 0 7:0"14 PREPARED eY n/EUTY NAnONAL TrrLE INSURANCE COUPANY. ALL TAX »rORWATION, LIENS, F ANY, LE.,5El []EED OF TRUST. RELEA*ENTS. ASSUMPnONS, TERMS, AGREEMENTS. PRO,ISONS, CONDITIONS AND 08UGAI0NS FOR ™E PROPERTY SHO¥•N }ERE]N AJE REFLE'lED IN SAID 71TU COWU™ENT. 5. ANY PERSON »wo KNO-OLY REMOVES, ALTERS OR DEFACES ANY PUeLIC LAND St,MEY MONUIENT OR LAND BOUNDARY ./.AENT OR ACCESSORY COMWITS A CLASS ™O (2) ...... PURSUANT TO STATE STATUTE 18-4-308. OF * COLORADO REVISED STATUTE& 8. PER COLORADO REVISED STATUTES SEC. 38-31-106(L), ALL LNEAL UNTS DEPICTED ON THIS LAND SURY PLAT ARE U.& SURVEY FEET. ONE €TER EOUALS 39.37 DIWED BY 12 U.& SURVEY FEET. ACCORDING TO THE NATIONAL INSn.. Of STANDARDS AND TECHNOLOGY. 7. FL.000 ZONE: THE SURVE€D PROPERTY SHO- HERON LIES .THIN O™ER AREAS ZONE Y. AREASDAY OF DETERMINED TO BE OUTSDE I€ 0.2% *... CHANCE FLOODPLAIN. PER FEDERAL EMERGENCY WANAGEMENT AGENCY FL000 INSURANCE RATE MAP (FIRW) NO. 00./.211/, .TH A REVISED DATE OF- FEBRUARY 5, 2014. DETER'!INAmON OF ROOD ZONE CLASSFICATION IS DEPICED BY SCALED MAP LOCAION AND GRAPHIC PLOTTING ONLY. 8. I€ STORM 'Al/ OUAUTY DEINION AREA HEREIN SHOWN AS ACT I SHALL BE CONSTRUCB AND WANTAINED BY IHE O-ER AND SUBSEQUENT 0-ERS, HEIRS, SUCCESSORS AND ASSIONS N THE EVENT RAT SUCH CONSTRUCEN K MAINTENANCE S NOT PERFORMED BY SA10 OINER. D€ CITY OF -EAT RIDGE SHALL HA,E THE IGH·T TO ENTER SUCH AREA AND PERFORM NECESSARY WORK. THE COST OF -CH SAID OV,NER. HORS. SUCCESSORS, *€ ASS,ONS AGREES TO PAY NO BUILDING OR STRUCTURE SHALL BE CONS™UCED IN ™E DETION AREA AND NO CHANGES OR ALTERATIONS AFFIC™G ™E HYDRAULIC CHARACRISTICS OF ™E DETENTION AREA n,U- ElE 1.1E ™OUT ™E APPROVAL OF THE DIRECTOR OF PUBLIC WORKS 9. STREET .GHT-CF-WAY MO,a,ENTS .ALL BE SET PRIOR TO FINAL LFT Of- ASPHALT P.¥WENT. WONUWENT HARDWARE AND RANGE BOXES L- BE PR.DED BY THE ITY OF -EAT RIDGE UPON REQUEST (30.235-2560 10 UnLITY EASEMENTS ARE DEDICATED TO ™E CITY OF *EAT RIDGE FOR THE BENEFIT OF ™E APPLICABLE UTILITY PRN,DERS FOR .E INSTALLAION, 'AINTENANCE, AND REPLACEWENT OF ELECm' GAS. TELEVISION. CABLE. AND EECO/1.,UNICAnONS FACIUS (DRY UnlinES). UTUTY EASEMENTS 9+Au ALS[) BE GRANID .THIN AN' ACCESS EASDIENTS A,0.... STREETS /4 ™E sueolgoN. PERMANENT STRUC'IREI IMPROVEWENTS, 08.ECTS, BUILDINGS, V.ELLS, AND OTHER 08,ECTS .AT MAY INTERFERE M™ ™E UnUTY FACIUMES OR USE THEREOF (IN,ERFERING OBETS) SHALL NOT BEDAY OF PERk«TTED .THIN 'Al UnLITY EASEMENTS AND /'€ UlnUrr PROVUERS, AS GRANES 'AY ./0/ ANY INTERFERING 08.ECTS AT NO COST TO SUCH GRANTEEI INCLUDING. NTHOUT LIWITAInoN. IGETAION. XCEL ENERGY AND ITS SUCCESSORS RESERVE ME IGHT TO REQUIRE ADDIMONAL EASEMENTS AND TO REQUIRE THE PROPERTY ./IER TO GRANT XCEl ENERGY AN EASEMENT ON ITS STANDARD FORW. 11 ALL TRACTS ARE NCN-BUILDABLE AND ARE TO BE OWNED AND 'A„TAINED BY nIE HOMEOWNERS Assoal'. TRACT A: TO 81 USED FCR LANDSCAPE AND UTIUTIES mACT I TO BE USED FOR LANDSCAPE AND UTR-InES mACT C TO BE USED FOR LANDSCAPE AND GRADING mACT Di TO BE USED FOR STORMWATER DETEN'nON AND DRAINAGE APPURIENANCES ™ACT E TO BE USED FOR ACCESS. UILITIES. AND DRANAGE mACT F: TO BE USED FOR unu·nES AND ORA»,AGE REVISION BLOCK REVISION MLOCK 1.1/AL PREPARAnC' FIRST REISON 5[CCID REv190• THIRO .MION 9/19/18 EIGHT,l .,MgoN &3. cxm™ RE•so•tl/02/18 ACCEPTANCE OF DEDICATED lgERESTS I REAL PROPERTY TlE CITY OF m,EAT RIDGE. COLORADO HEREBY ACCEPTS ™E DEDICAEN AND CONVEYANCETO T)€ CITY OF THOSE LOTS. TRACTS. EASDIENTS. AND O™ER 'TERESTS IN REAL PROP. TY DENOmrD ON THIS PLAT AS MEING DEDICATED TO ™11 CITY FOR PUeLIC PURPOSES 01.QERIEl,AI]211 APPROVED THIS -DAY OF .BY ™E WHEATIOGE Crr COUNCIL ATTEST CITY CLERK MAYOR CO-UNITY DECOPUENT DIRECTOR DGECTOR OF PUBLIC -RKS *WRMIn.RIEMZAII 1, DCN R. IUSEY, A PROFESSICNAL LAND SUR= UCENSED TO PRACmCE LAIO SURVE™G IN ./STATE OF COLORADO. 00 HENEBY CERIFY ™AT ™E SURVEY OF NAL RUN FINAL PLAT WAS WADE BY ME OR MEILY UNDER WY SUPERVISION ON OR ABOUT THE OTH DAY OF WAY. 2018 AND ™AT ™E SURO IS BASED UPON WY KNOVAEDGE. INFORIA./ AND BELIEF, IT HAS BEEN PREPARED IN ACCORDANCE .DI APPLICABLE COLORADO STATUTES CURRENT REVISED EDITION AS AMENDED AND APPLICABLE COLORADO STANDARDS OF PRACTICE. ™E SURVEY IS NOT A GUARANTY OR WARRAN. ET,ER EXPRESSED OR IMPLIED, AND ™E ACCOMPANYING 'AP ACCURATUY AO PROPERLY SHO»/ SAID PLAT ANO ./ SUR',EY ™EREOF. DC]N R. HUt SEY, P.LS. 38291 LICENSED PROFESONAL LAND SURWE·YOR FOR AND ON BEHALF Of AZTEC CONSULTANTS. »4C. NOTICE:ACCORDING TO COLORADO LAW YOU 1.IUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THS SURVEY N™IN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DUET. »1 NO EVENT WAY ANY ACION BASED UPON ANY DEFECT IN THS SUREY BE CO-ENCED MORE THAN IEN YEARS FROW THE DATE OF THE CERnFICABON SHOWN HEREON. CLERK Al® RECOR©ER'S CERTFICATE ACCEPTED FOR RECORDING IN THE OFFICE OF ™E COUN- a-ERK AND RECORDER OF .EmRSON COUNTY AT GOLDEN. COLORADO. THS -DAY Of 20_ £FFERSON COUNTY CLENK AND RECORDER 8/: DIPUrf CLERK COVER 91EET DEVELOPER 20»-,y CDL HOMES, INC (A COLORADO CORPORATION) WONDERLAND HOMES K•LE - 8246 NORTHFIELD 81% BUILDING J. SUITE #2600 :HEET ' OF . NAK DENVER. CO 80238 5/9/I5 5/12/18 SIXTH REISON 6/24/9 SEVEN™ =I ATTACHMENT 2 ro.fr of= co.,el=W,ef ./ - .. /=CA .... .2,r .....# /A Urt ul,ug./.1 I6./D. Col*I jES N - 7,628/3 E - 10Sla. \ / /#f \ F\ 1\ 6:\ / 4 \ 1 9% \ 1 34\ 1\ Cl/ / \/ 2 l.... p•i• P,r :E--858 8 ZIr ...' pU.|I ..T-OF-WAY\ HEREBY DED,CA.0 - * 1 BY THIS PLAT TRACT Q W. 54TH AVE.DAS INEONT OF= BEG".410 (96 .DE ROW)FILING NO. 1 W CORNER. SE 1/4 N.REI. NO. F0988769 REC. NO. FO988764. OF SEC ,6. = WK Ent PM OUND 3-d/4' ALU),liNUU Cl TY OF AURORA)I STAMPED 1(Al FLS S56- N89·37 29-E 471 14 CITY OF ARVADA -1 CITY Of WHEAT RIDGE TRACT A %" i /3; lib\ br I -0 i 0 \ 4 1 1 -Im :/(t™ED PIM)) . I C \ r§ \ 1 LOT u LOT 12 I .flaM S89*32'53W 40.00 -ATID (201. A-1) LOT ,t 00 -4 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 100' - 50' LEGEND SET NO. 5 REBAR TH 1-1/4 (ORANGE) PLASnc cPI STAMPED .AZTEC .5 382/ FOUND NO 5 REBAR NTH 1-1/4 ALUMfNUM CAP STAMPED .C IT EN' Ill 36561 4 SECDON CORNER, AS NOTED SUBD!VISION BOUNDARY ....PARCEL UNE 2OT INES HEREBY CREATED BY 1HIS PLAT EASEMENT - - I-- CITY 80*UNDARY nON LINE ROW/PROPERTY UNE - - - ROW CENTERINE ION'WENT 1. BOXES TO . SET AFTER CON'TRUCION 4 / COWPLETE PER SE'.147-47 AURORA CITY CODEAND PER SEC 38-51-105-9 (0*b) COLORADO REVISED STATUTES BLOCK Nu.BER LOT 16 LOT . BLOCK 1 5CALE.1 LOT 14 LOT 10 40 IlaH,LS 'II¥DO (Ro R,GHT-Of-WAY----- - -k./. e-/9 \ .> 0 -. *% (me A-1 g. \- lt·AmD f : LOT '/91\ i - I PUBLIC ROW .C NO. 5726 8. 850. P 1/ / / / / / \ l l / / / / Am-&#661-7,--C=:6-dirI - "3645.48 E . 105/2.01 LgruDE - icsv•2 129' w W \ 1&SE 1/4. WI t/4 SEC. 10 K'1 Z T.OS.. R.89¥., SIXTH P.M. 1-75 W 32'53W 422.75 --15' UnUTY EASEMENTNI 2l 41 -LATIEDb 1 -C I .Of.¥25.2 04 1 L.- E •O 589 32'53-W 7.69'7 LOT 8 NBLOCK 1 h LOT 7 \ \ LOT S 'fl P . ' LOT 5 BLOCK 1 10.· •.4,1: - ' REVISION 'LOCK - ./.AL PREPARAION ./T REVIgONLOT 4 SECOND ./.ON *D RE/90N 'OUR™ RE.lgON - r™ REV'ISION LOT 3 \ ary.,or-G s,;€„0,4,0,rp,#Ae 4 el 6/12/18 1121- DEVELOPER9/19/18 3,»F.,-1/ Aw.%11)Iii CK RO![m, INC. (A COLORADO CORPORATONI1212/1/F'h.n.· 00 /1111M WONDERLAND HOMESAAZIEC__;.-_8246 Noler,+FNELD BLVD6/24/19 BUILDING J. SUITE #2600 1 19„.7- Frol No_ 5D»-/..•,1 0.-NAK DENCER. CO 80238 -00 900 FOR AND ON BEHALF OF AZTEC CONSULTANTS. INC EXISTINS CONDITIONS 20*»e• SCALE .40 SWEET 2 OF . ST LeNE OF ™E Nw t/4 OF EnON 16-I----------- - Af'.,7.r, i.1. 'L" ge TRACT Q W. 54TH AVE.PONT OF BE-10 (96' -DE ROW)FILING NO. 1 N. 0?NER.. 1/4, N:¥REC. NO. F0988769 REC. NO. F098876L/4, OF E a US F -1 6 0, p..(DEDICATED AS ROW TO THE rOUND 3-,/4 A./.NUM CITY OF AURORA)"' s'•*9-0 -a,0 Fts- 28,>1 72936561» N89·3729-E 47114 C TY OF ARVA IA C -1 CJT¥ Of *HEAT rIDGE QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. TRACT A 2 3 4 5 6 7 8 0 9 _3:Ul. 1/# LOT 16 I % WD 'ri. WEST 63RD DRIYE J ba- 4 '8 0 11 1213 14 15 1617 18 LEGEND SET NO 5 REBAR W!™ 1-1/4- (ORANGE) PLASnC CAP STAMPED LAZTE' LS 38291- 2 3 4 5 19 TRACT E E........... '010'IED I 111. PLAT LOT;5 b .t,9< V 0, 3 13- 5 I LOT 146 .t'.0-. FOUND NO. 5 REBAR .TH 1-1/C ALUWINUW CAP STAMPED 01 KT ENG PLS 36561 SECTION CORNER. AS NOTED SUBOIVISION BOUNDARY EOSTING PARCEL UNE - LOT LINES HEREBY CREATED 8/ ™IS FLAT EASEUENT - - - CITY BOUNDARY .CION UNE 20 21 22 23 2425 26 5 | 11 -ROW/PROPERTY UNE - - - ROW CENTERLINE UP.... :3 TRACT Br i Mi V 5/ TH ACT A 'EC *10 Reo'mw 125 PUDLIC RIGHT-OF-WAY 1 -HEREBY DEDICATED --·. +34 3332 31. 30 29 28 27BY n.5 PLAT 0 6- 67% 10 1 LOT 13 MONUUENT IN 8OXES TO BE SET AFTER CONSTRUCT,ON '01 1 M a Z,-.:1':-9'JI:.99&:2.F RESED STATUTES 12 l.i) 81.oc,< MBERLOT 12 f /·. Ic 00% RIGHT-OF-WAY -- 6,3- 14 E - 7 B... . ™IS MAT 13 8 TRACT E LOT 11 35 30 37 38 39 40 41 4E -3253-I W.00 WEST 53RD PLACE 1 N8932'5.yE 17.46'-.00·15'01 -W 13.88' 15 unliTY EASEMENT TO I.IN f TRAC C ---4 »k h.'a.'. ™ES ... TRACT D 43 SE 1/4, H 1/4 SEC. 18, T.OS.. R69¥, SIXTH P.M. LOT 10 LOT 9 :B LOT 8 0 25' 50#OCK 1 'SCALE 1 V;4EAT IDGE . A. VAIA EXIS,ING 40- PUBLIC ROW - -.ROW -HEREBY VACATEDB THIS PLAT . 1 LOT 7S89·32'53W 447.75 ''™{ 2 F»Fl --15' UnITY EISE,FNT 2 1 TRACT F -/ LOT G LOT 5 .vieN BLOCK; e098& 1 LOT 4 $89*32'53-* 7.69'7 LOT 3 -4 REVISION BLOCK ./Al PREPAR.I.5/9/18 FIRST REISION 5/128 SECOND REM9ON nIRD RE9O4 9/19/18 AX;R™ RE'S,ON t28 *LAF™ R™90N ,/04/9 9.™ 4€VISO¢6/2•/1 9 Sh'EN™ REISION UT. .01 - DEVELOPER *)0 ,1 %«.10. AW.'i-.1CTEC-„om·,- CDL HOMm, INC. (A COI,ORADO CORPORATION) ONSUCTANTS INC F.la...13'.r WONDERLAND HOMES 8246 NORTHAELD ELI BUILOING J. SUITE #2600 [*-M .NAK DEN.R. CO 80238 FOR AND ON BEHALF OF AZTE' CONSULTANTS. INC PROPOSED COND,IONS OVERALL VIEW 41/ 20-- SCALE /40 $/61. ,0• * QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. W. 54TH AVEPONT OF OEGNING (96' IDE ROW)./. CORNER. SE 1/4. N. t/4, OF SEC 16. I. R69. ....REI. NO. F0988769 / FOUND 3-1/4- . Nt», CAP STAMPED .18 PES .561- N89·37'29E 471.14 5000'50.00 5000'5000 I16.5, TRACT Q r SKYLINE ESTATES FR.ING NO. 1 REC NO. F098876 / {DEDICA TED AS ROW W THE CITY OF AURO?AU 1 CITY OF ARVADA CITY I *FAT RIDGE 50·00'5000'50.. LEGEND 5ET NO, 5 REBAR .TH 1-1/4- (ORANGE) PLASTIC CAP STAMPED ... . 38291 FOUND NO. 5 REBAR ¥TH 1-1/4 ALUMINUM CAP STAMPED -OP' IT EN' PLS 36561 SECTION CORNER. AS NOTED SUBOMS'ON BOUNDARY EXISING PARCEL LINE LOT UNES HEREBY CREATED 87 THIS PLAT EASEMENT --- CITY BOUNDARY - - - 5[CION LINE ROW/PROPERTY UNE 59.- ROW CENTERL»IE 650' 7 8* UTIUTY EASEMENT --r HEREBY GRANTED BY THIS PLAT -tly--6,0.-/ 11=j L UTUr¥ EA.ENT .. =. GRANTED eY ™IS PLAT L_ 48. 50' 58 32·45 35 9991 ov 92-0 0 i lili Le" 1,MONUWENT IN BOXES TO BE SET AFTER CONS-UCTION 8' UnITY EASEMENT ./ .COMPLETE PER 51/ 147-47 AURORA CITY CODE REBY GRANTED AND PER SEC 38-51-105-9 (cab) COLORADO BY THIS PLAT REVISED STATUTE5 BLOCK NUMBER (Row) RIGHT-OF-WAY 0 3 6 2 7 w 316 4,51:.C 4.516 gr E 4,5 SF4.988 SF -4.532 SF :2% 1 h .·4 SE C 8' UTILITY EASEMENT - 04103579 .; 0.1040 AC 0.1121 AC :HEREBY GRAN.0 - ·CURVE IABLE0.114/AC ¢ 0..AC 9 0.1037 Al * 0.1035 AC-E-4 & b g o wivE on.TA RAD,5 LENG™ 00 BRG CHO DISTr BY THIS PLAT 1C J 30.lk; 1VdHIIA 6.5' PUBL€ RtGHT-OF-WAY . 90*00'.7.50'11.76 545-15-0,E 10,61 - --- HEREBY DEDICATED 9 BY IHIS PLAT .821 SE . 71·40*56*17 50'2189 S35'35'.W 20.49 0.1979 AC 6' U.ITY ETiMENT (3 37·02'45 12.50*8 08'.71/4'12 W 7.94 HERE8Y GRANTED n BY THIS PLAT.9 04 tooo.1571'.4'44'.W 14,4 1.5-0 'A.. ..... ' r 5000'5000'5000-5000'5000'5000' %C5 90*00'00 ..00'.5.71'S45·15*0/E 14141 '8944'39/ 348 DO'C6 lim'00 ..00' 15.71' /44'44'59W 26.8 1/4. IN ]/4 SEC. 16.3 c. gIl,-. ' I-. 13.71 6451 5'/E 1 4. U R=52.50'T.5.. R.69l., SIXTH P. N.L=148.13-# -' <' ca 3635'27 12.54' 8 08* /71·26'09E 794 S89·44'5) 340 00 _CH=N09'24'337--CHL=103.66 \ ,\ 26·WEST 53RD DRIVE 22650' .(53' wDE P.-IC ROW) I N th„&1HEREBY DEDICATED 8. THIS PLAT f F 589·4502 W 22.00' 1 .89 44*59 E 30, 00'/89·57'46 W 56.56' , •00'3000'37.47 829' 18 29'32.45 1829'.29' 3746 --26.lil-1 LOT 15 12.50' -1 INO 52.3 61.830 SF *r *: a ,: ,3 : ,: A :b #: : *: I 0.0420 AC I 4 HZ & med 06 G .1 + :sgE 06 E 13 - 1 E E.2 6 -0 I -Ow -0 I -d W N89'44'59'E 5800'53 ts -a == bt -5!t* mihz S 3 0 ' EEN §m 2/ . mUM* 21,177SF - gr6 2-p pos 4,2200270 AC S89·44'59¥ 5800'.6 Y .1. i21471829+ . 29 32 45' /11 |32.45 18·29' .29' " 46 .793 AC LLA -Ii1.061 SE S89·44'53/ 203 005: 3 0.02 AC 1 /4.3 L=TRACT E · | SCALE: r- 20' /89·44*59. 58.00 19,574 V 8' unLITY EASEWENT 'LOT . OU '14-F 04494 AC HEREaY GRANTEr)4-- RD 21 BY ™15 PLAT 14 '·177 i k N.- 0 -589'44.59/ 203.00' c.0.0270 K 2. 1 2747'1829' 18.29 ..45 1 1 3245 18 29' 1829'3746' 03........ 58 00'e -I & w . w , w .Y .1 1. 0 0 0 z S89'44'59-¥ 104,30*_ f... unu Tv EASEMEN T HEREBY 1 | 2 M RA ..i,/.7.. G:6/ E :41 6/ 2 1% i 1,@ 1 Fli B li e Ifi-* ta HE,EBY CAANTED -' / | GRANTED BY 1W1' PLAT .0,2=/-11 D -0 w -0 L.,CS W2 = h Ph = h -7 el = a h= a = 50„1,n | 8.I 0.0447 Al : .™IS PLAT $Z1 589·44'59W 58.00',TRAC-g IZ .5 §1 :.1 5.511 SF Z. 1 0.4494 AC m I 0.1271 AC LOT 13& 1 137,41'18,29' 18·29' 32 45* ,I&08+ 32 45'1&29'18.29'37.46 - r.5' puBLic RIGHNOF-WAY 8 -1 589*44'59/ 21300' -- HEREBY DEDICATED " 10* 1 9 BY THE PLAT .9·44'59/ 10447.Revei6390. :r , 8 TRACTS I1467 AC 953:. 1A R | 1 foe 829 W--26.50'-- 1 20' 1 03224 0.0241 U235 0/0809 IC 589·4•'WW 58 00' 10. 7 37.47 | 18 29' | 18 29' |32 45' f|$0 SEESHEET 5 589'4459W 213 00' , \, 32.46'I 1829' 1 15.29' 1 37.46' I REVISION BLOCK 1 11•anAL PREPARAnON S/9/18 1 FIRST REISION 6/12/1/ SE'/0 REVISON 11nE THe ./ION 9/19/18 Fox»™ .SION 1/02/te F1041 REVISIC»11 1/04/19 IX™ RE'ION 6/24/19 1 hh' -8 | 125538 SF 8 1 0.,271 Al 1 1 RIMCMD .... PLAT AAZTEC n--„.S'..1- 1,11.-'ll,nd' ./ CONSULTANTS e·IC /= NAK DEVELOPER CDI Hollm, INC. (A COLDRADO CORPORATION) IONDERLAND HOMES 2246 NOR™FIELD BLVD BUILDING J. 5UITE 12600DENVER CO 80238 FOR AND ON BEHALF OF AZTEC CONSULTANTS. INC PROPOSED CONDInONS NOR™ PORnON SCA,E I '-" S....4 oF . 1.132LLS '1IVAb 99 9Z 62 02 QUAIL RUN FINAL PLAT LEGEND A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, SET NO. 5 REBAR .TH 1-1/4 CORANGE) PLASnC CAPTOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,STAMPED -AZTEC LS 38291 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO.FOUND NO. 5 REBAR VA™ 1-1/C ALUMINUM CAP, STAMPED .opc KT ENG PLS 36561 589·44'59W 10447' ·SEC"ON CORNER. AS NOTEDSEE SHEET 4 - SueD'VISON BOUNDARY 2 El(ISING PARCEL LINE 5®,1,01.12 -OT LIES HEREBY CREATED al .15 PLATTRACT A "03 S89'44'59-W 213,00 5,536 SE EASEMENT3.523 SF 18 29'32.45' \ 50 3246'1829' : 1 0.1271 M U€CITY BOUNDARY37 •r 18.29' 1 18 29' 37 46' 1 1 g00809 AC U®TY '1 o . :I EEE 1 4=0 0 0 | S | E,O PAMCEL U. HEME.--.CION LINE S89+44'59W 5800'i *i m :il el : 3154 r U:=---, M ;i -t ;i -t :i 1 8 1 RE'OVED BY TNes MAT ROW/PROPERTY LINE 8' unll TY EASEMENT HEREBY GRANTED- - - -ROW CENTERINE 6 1·542 SF N i V i :i %° i :1 W *: -1 -3 F i -: 4 : Me--1 - -1 -Err TWI 'LAT WONUMENT IN BOXES TO BE SET AFTER CONSTRUCTIONT IS CO•IPLETE PER SEC. 147-47 AURORA ITY CODE 00354 AC S89'44'59W 104."AND PER SEC. 38-51-105-9 (okb) COLORADO REISED STATUrESLOTN89'44'59*E 300' F *1-83 al *310 2 0 OMA 1 1 E.1.1&:------228 a 8LOCK NUMBER 5® 8 0 5 233 1 32.46'.29'18.29 3746 8 1 0 & 12 ® 7 1.177 , - 13 /0270 AC 2 27 47'16 29'18·29'32.45 S89·44'59w 58·00'589-4/9/ 203·0(y Am: i, (Row) RIGHT-OF - WAY N 9 1.061 SE g 0.0244 AC I et E. N89·44'59E 5800 TRACT E 21 47 1.'77 SE k 19.574 SF90.0270 AC .0.4494 Al o r1 '1 b%·44'59-£ 58 00- :8 5 1. ,1248 SFm ME0.0315 AC m ir . .%. EASED• i......AN,ED ™6 MAY 5800 '47 12 50' 26.50' r' 62· I,- 1 Na932'53, 3€ 02 - 589'32'53W 40.00 N0013'017 13.88' EXISTING LOT 43 WIST NE932'53 17.46'1 ----PROPER TV BOI.JOARY HEREBY 1 -RE'OVED . n«S PLAT/57! 3000'3 .SZ - 3./09/.0051 38.667 -3.20'ir TRACT E 45. 589·44'59 203.00' * 1 1829' 1829' 3245' 4 0 0 2ga; BZ M e & - R 2 4 2 0% S tMs 81 :2 ¥ 0r r8 8 -·d g Z . .§3 & 1 00 m 1829' 18.29 32.45 32 46'1829' N89'32'53E 13896' WEST 53RD PLACE 14=3%274 PLAT -- --- wiiaer iwir- N 89·32'31 265.96 TRACT C 1,692 l 0.0388 AC S89·3S53™ 298.50 | 32.45 1829 18.29 3746' 1 . M J R 0% S 11 8 :-2 D Adele . i §1 ZZ L 18.29 37.46' 2550 1 15. 3.23· --__B - E- % Ib1m j 6 .1,LITY EASEMENT HEREBY GRANTED BY THIS PLAT 589'44*59w 104.40 LOT 11 *il 'f- 14 * CUVVE TABLE amvE DELTA RADIUS LENO™DID BRG CHD DIST Cl gcm'ocr 7.50 ..78'S4515'01E 1061 8 /TILITY EASEMEN' HEREBY GRANTED BY ™1. PLAT· 02 71·40'56-17.So'2,·89'S35-35'28W 20.•9 0 37·02'45 ..so*8.08 N71·T•'12-W 7.94 %89'44'59 ..4.37 I C• 90·00'00 1000·1571'S44'44'.W 14.14 /5 90'00'00-10.00'15.71'/451501 E 14,4 90·00'Do-10.00'15..S44'44'59-W 14.14 B¥ ". I. T . 90•00*00 10 00'1571'54515'Dll 14.14 LOT . CS 36'55'27 ..'8 08'09 E 794 ·2.3 E-€·-- 1 0 LOT LINE HEREBY CREATED _/ 1 BY THIS BY THIS PLAT SE 1/4. Nfl 1/4 SEC. 16, PROPERTY BOUNDARY INES OF T.35.. 11.69W.. SIrrl F.M. ·TRACT C HEREBY CREATED UPON RECORDAT,ON OF 11·11/ PLAT I.'AMA= SKYLINE ESTATES /ZAVe /*22 SK 177 PG 60 40. SCALE 1= 20' 3% 2 e -LOT 9 ¢» 63 :".1:poe 81,0.5032 AC M FOR ANC) ON .HALF OF AZTEC CONSULTANTS,INC 43 47,773 SF 10967 AC Ex:SnNG LOT 43 WEST -PROPERTY BOUNDARY HEREBY REOVED BY THIS PLAT LOT LINE HEREBY CREATED BY THIS PLAT 0051%##9'* 5 EASTERN 25 OF EXISTING 40' DE ROW HEREBY VACATED B¥ ™15 PLAT PROPERTY BOUNDARY UNE OF - LOT 43 HEREBY CREATED UPON RECORDATION OF ™15 PLAT WESTERLY 15' OF EXISnNG 40' ¥1DE ROW (TO REMAN) B E. n : *%5 'OCSTING PARCEL UNE HEREBY0 1 REWOVED BY ™. PLAT-- El I S89'32*53• 800* PARCEL LINE HEREBY CREATED 8Y ™15 PLAT REVISION BLOCK LOT 8 IN,nAL PREPARATION 5/9/18 BLOCK '6/2/18 ......ION 7/20/, 1,RD RE.90/99/'8 OUR™ RE9O•1/02/18 ,/04/1, SIX™ REVISION 8/209 SEVEN™ REVISON 11%/ 273 50' · 26 /0 1 2550 96 25'PROPOSED CONDITIONSS89 32'53*W #7.75'-1 -LE PORTION AAZTEC-- .il. CONSULTAN™ ./ DEVELOPER CDL HONEE. INC. (A COI,ORAD[) COMPANY) WONDERLAND HOMES ==N SckE 20--0, ... SEE SHEET 6 8246 NOR™FIELD .VE) BLMLD!NG J. SUITE 2600 Ch- h NAK DENVER. CO 80238 SWEET 5 0. QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 5 EX,5% PARCEL LINE HEREBY REMO.€D EY .1/ PLAT -- A TRACT D 43 w 21.921 SF S89·32'.W 800' 47,773 g -0 0.5032 AC pARCEL UNE HEREBY1.0967 Al I . CREATED BY THIS PLAT : 27350' _26.50 26 50' . 0 96 25 1' s89·32'53»W 447.75 LEGEND LOT 7 7*1 A.-C 0 SET NO 5 REBAR N. 1-1/4 (ORANGE) PLASnc CAP STAMPED AZTEC LS 38291 %52527 FOUND NO. 5 REBAR ,!Ill™ 1-1/4 ALUM,NUM CAP STAIPED OPC KT ENG PLS 3/561- *SECrION CORNER. AS NOTED SU/01/ION BOUNDARY EXiST»IG PARCEL UNE - LOT UNES HEREBY CREATED BY THIS PLAT EASEMENT -- - orr BOUNDARY --- SECTION LINE 'LQFy _'# 0.0301 AC (TO BE FULLY eLANKETED AND El".ERED I. A U.UTY AND DRAINAGE EASEMENT) LOT 6 - ROW/PROPERTY LINE 1 - - ROW CENTERLINE IONUMENT IN BOXES To I. SET AFTER CONsmucnoN 8 IS COMPLETE PER 5EC· 147-47 AURORA CITY CODEAND PER SEC. 38-9-105-9 *b) COLORADORE.SED STATUTES SKYLINE ESTATES FILING NO. 2 & 172 Ps 60 R * LOT 5 BLOCK 13 4 i a ».0 34-P SE 1/4. 0 1/4 SEC.16, T.3S. R.69•. SIXTH P.M. LOT 4 ['C PWD·') LOT 3I- *-11 WEST 53RD AVENUE S8932'53hV 7.69' (25' DE ..1. ROW)*Er-NON'Z}15DPBETB -------- -1--in LOT i .BLOCK 2 REVISION BLOCKLOT 9 ilu b A nAST Q[9 LOT //0 5[COND ./ION .OCK ;0 ™".0...ON euu I.P. OUR™ .9CN.,An. FF™ RE.SION m wi RE--etn-ON miN .- - SEVEN™ REM9ON OBLOCK NUMBER (ROW) RIGHT- OF-WAY L-yll 40' SCALE 1 = 20 DEVELOPER ;,7" CDI, 80]m. INC. (A COLORADO CDPORATION) WONDERLAND HOMES 82•6 NOR™FlELD elVD BUILDING J. SU'TE #2600 NAK DENVER. CO 80238 20· ,/9/18 62/18 @/'9/16 112/18 1/04/19 6/24 FOR REVEW FOR AND ON BEWALF OF AZTE' CONSULTANTS. INC PROPOSED COND,IONS SOUTH PORnON p.nL 20-- SCALE /-27 SHE.I .0/ . 1.. 7 Jt' , W y rru ,: \A .71/4 "-1:. L - Geographic 'lt * ;*4.; , fi*r¢(\€4+- * * Information Systems 4 4 %,·Legend : e **+#lor"lji.,41_, 1.-_,i- F7 Subject Property .7 1,/1 1/*4 CJ Wheat Ridge City Limits ' ., r ..7 ... '0.- *bil t.·34"Ul#.o r. A... 4*7 .U.+444 a a.1/ A t t474-7 i 7 71 2 e m , -1 :4:i,/F-:»62 ;: 1,1 .f., *-53RD AVE--- 0"-M- m' Ale.-· 47 r.- 1, 1• 0 'I' ./. 11 .k.1\ 1 -A77 M -4,., ..... C - . F ... 0 80 160 240 320 PI-,Tlit Feet11 1 - 447 If,-1,5 Mt='&3al Zone AIlmf.-0 • State Plane Coordinate Projection N *. at 1 7 \1.4 mimAilga.1121=, 'Ji . i , Thi 4 I 01,10.i,1 ./.*... of.ogiaphi -d ./-.1./....... R.Il.IDGEIRD -t . .on ./ ....' i...4 .0,1 -,0,0.14 of th.........4 I.qu..1.S1 1. 11 -10i le.p-.m.4 Th, 04 of Wh,it Rk*. a .1n-on County. Cok-de . m polkic,1 i •ued/.ion / thi S.le / Colof./. h. comp- fei . ... .rtain compull'. ior-tion Th Inbr-ton 11 -bl, to uilt in IdentIng g,ner,1 r,- of cong«nATTACHMENT 3 1 1. I th, melhod*...ion., Ind i.... I ........... /.-- I. /.i 01 a- h,Iorr-tion -1 Ind-,nW, nd 1¥*1 - the C,4 01 Wh-1 Rklg, frcN,1 rly -,d . i ...... d.rrug- 1,nu. Ind (./. of act,on ./1 ...... I. qulnce of h.i®hDne,eninlen,#*vid#=il QUAIL STREET CONSTRUCTION 1\\ Excerpt from %t»t--- ----- --Haskins Station ,proposal in the e D--Ii.- & ||City of Arvada ll/'Al a.'Ah. 9 •ttld30 W 54TH AVE IliP SDP Site r FAL 5 )410184152.14 @iwii-It• b * alae lih ,& M 7 i#ALLEY 3 - 2//gy Parcels not beingi : L I £22)r.9.56,T E200-redeveloped n-L--7 4 Mi il*323¥13K t 1 11 . gaL A '11; 8 -.2= *.0021¢Od A¥.0-10·1119¢Wl El m 1: 38*A i N h -f tz«23 E lam-0 12 ' M n m \\0 \ 4 1 10 - Shift in Quail Street in order tie back into the Quail Street segment recently constructed by Quail Ridge Estates. 91'All 1991/ N 0 r'.9'WA-K 1 *irldqlll·*,011¥OVE- Clil .€t Nalld)310 23:DE..lo. POND EASFMFNT Quail Ridge mZ n: jul 1 -0. 5Z 19 L / 8 t., % 2- 1 02 Estates 11 4 .. *i -'unll,41 1$« 10.:.51.·,/&44 .,--» ATTACHMENT 4 ALLEY 1 i ALLEY 2 lEi 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) No one wished to speak at this time. 7. PUBLIC HEARING A Case Nos. WS-18-01 and WZ-18-13: an application filed by Wonderland Homes for approval of a 57-lot subdivision and for approval of a Specific Development Plan for property zoned Planned Residential Development (PRD) and located at 5372-5392 Quail Street.</ Mr. Cutler gave a short presentation regarding the s©division, SpecificDevelopment Plan (SDP) and the applicktiod. Hkentered into the record thecontents of the case file, packet m,atdball, the zoniA.q¢dinance, and the contents ofthe digital presentation. He stated the +ublic notice andltsting requirements havebeen met, therefore the Plannink€dmmission has jurisdictiohthear this case.liCommissioner ANTOi wanted confirmd.that ¢e'zoning that i'sd place approvesthe density and we are nohooking at thkt.in this case. » Mr. Cutler confirmed that.isdrue.and·this plan is ih conformance with the ODP.\\ \41 XXX Commissioner Siinbai askedabout the purchasing ofuhe other property on the topof pagel./c \ x \\/ ///\14314 1 \< Mr. Cutle,tplained'that the lot to.tlie,south will get a little smaller but will still be-in compliane,thfkgricultur*oil standards. He explained it is getting smallerbecauseljaq ofit<will-beAne.City, rikt@of-way and part will become the detentionfacilit¢for the<HOA €ommissionei*Siinbai mquirea about the different specs for Quail Street as itEp¢*° Arvi And wl?eat Ridge. Mr. Cutler mentidned that each City has different width requirements for theirstreets.h€expldned that the only part of the street in the City o f Wheat Ridge is the sidewalk so there will be a 5-foot attached sidewalk, but there will also be a bit of detached sidewalk to allow for on-street parking and landscape buffer; the rest will be built to Arvada's standards. Commissioner Simbai also asked about the owners being responsible for water taps. Mr. Cutler explained that this will allow each owner to be responsible for their own water taps instead of it being shared. The developer will pay for the cost of installation. Planning Commission Minutes -2- October 17,2019 ATTACHMENT 5 Commissioner Larson asked if Pierson Court will extend to Ridge Road. Mr. Cutler explained that if the plat is approved then Pierson Court will be dedicated to the City and if at a future date the property to the south decides to develop then the connection of Pierson Court could be made all the way to Ridge Road. Commissioner VOS asked if the utilities will be under ground. 4*1 Mr. Cutler confirmed the utilities will be buried. / Commissioner VOS asked how the traffic will exit the community and will there be traffic backup issues.-10. * Mr. Cutler explained the traffic will exit onto Quail Street and will either go south to Ridge Road or North to 541h Avenue and there were no issues per the trip generation study.-4 Commissioner VOS asked if there are parkland fees in lieu or will there be parks in this community. Mr. Cutler said yes, parkland fees will be approximately $2500 per unit because there will not be any City parks in this community, although there will be private park like amenities that will be used by the residents and maintained by the HOA. Commissioner OHM inquired about the minimum driveway length of 15 feet and asked if this will be an issue ifears are parked on the driveways and sidewalks. Mr. Cutler explained the driveways will be 15 to 18 feet, depending on the house and there will be on street parking as well. Commissioner OHM then inquired about some of the streets being excluded from the tree requirement chart. tly Mr. Cutler explained that the tree requirement shown is for the detached sidewalk on Quail Street and the other streets all have attached sidewalks and City Code requires one tree per 70 feet of street frontage so one tree per single family lot. This will be reviewed and approved during the time ofpermitting. Commissioner OHM also asked why there are trees in the detention pond, and if they can cause issues. Mr. Jefferies explained the trees are out of the high water surface elevation. Planning Commission Minutes -3- October 17,2019 Commissioner OHM asked about the maximum building height and how it is measured. Mr. Cutler said that per the City's code the roof maximum is measured at mid-roof so the center peak might be higher than 35 feet depending on the pitch of the roo£ Commissioner LARSON asked about Haskins Station and the homes backing up to Quail Street. Mr. Cutler deferred to the applicant but thought those homes are alley loaded. Commissioner ANTOL asked how many homes might be in Haskin' s Station. Mr. Cutler said he is not sure because'it.is.the City,of'Arvada' s project, but knows it is much bigger than this project. / Kolby O'Herron, representatiVe of applicant Wonderland Homes /\10»»¥ 9, Mr. O'Herron gave a brief hisry of Won¢erland Moines which was founded in1956 in Boulder. He A0in<dthey have built homes from Ft. Collins to DouglasCounty and pride themselves on.bJilding hoies for communities. - 11 \\0\\. « Commissioner ANTOL asked if; there is any information on Haskin's Station.(''r NON \V//93 Mr. O'Htfron said there will be 477 units at Haskin's Station and their plat wasjust approv< \\ / .Commikgioner bARSON Aked if the?ejtre any concerns with traffic once Haskin's il/ Station is \Mr O'Herron epllneulnatmost oI the traffic will go directly south out oftheirProject to Ridge Road anAloA't expect to see a lot of traffic on Quail Street. He addedthere will tie ;arking on both sides of Quail Street. 11 7 i Commissioner OHM asked about the maximum height on the single family\1 1attached. \ , d>veloAd.1 \\0 Mr. O'Herron said the pitch of the roofs will be 4/12 which will add only two feet to the 35-foot to the peak of the roof, which is allowed by how the City measures building height. Ken Fay, resident 5393 Parfet Street Planning Commission Minutes -4- October 17, 2019 Mr. Fay mentioned he has concerns about the development being approved before Quail Street has been constructed. He also has concerns about the landscaping and wonders if the detention pond is being considered open space which people cannot access. His 3rd concern is adequate parking due to smaller driveways. Summer Clark, resident 5392 Quail Street Ms. Clark gave a background of her family's estate and how the farming desire has become obsolescent. She believes this development will add value to the surrounding communities. Angela King, resident 5353 Parfet Street Ms. King said she will live behind the detention pond and has concerns that her HOA has not approved the drainage. She is also concerned about traffic on Ridge Road. She would also like to see longer driveways and is also sad to see the existing trees being lost. Bernie Ames, resident 5363 Parfet Street Ms. Ames has concerns for traffic driving down Parfet Street due to trains and multiple cars and does not believe this area is designed for high density and would like to see larger lots. She also has concerns for the height of the homes and for drainage. Commissioner OHM asked staff to address the traffic concerns and parking issues and open space requirements. Mt. I: P Mr. Cutler explained that this development is not allowed to start construction until Quail Street is complete as part of the Subdivision Improvement Agreement. Regarding parking, the plans require two car garages for each unit and there will be on street parking for this development, more than is required by Code. Mr. Cutler also mentioned that Quail Street will connect to Ridge Road to the South which will alleviate congestion on Parfet Street. He also added that the development will provide more than the 30% open space requirement in the townhome area. Commissioner OHM also asked staff about the existing trees in the detention pond and i f they can stay. He also asked if the drainage will affect the neighboring properties. Mr. Jefferies said the trees cannot stay because it has to be regraded and added the drainage will not affect the adjacent properties because the detention pond will be oversized. Planning Commission Minutes -5- October 17,2019 Travis Frazier, Civil Engineer with Redland 1500 West Canal Court, Littleton Mr. Frazier explained that the detention pond is designed with conformance to Skyline Estates drainage and will release at the historic rate and there will be no negative impact downstream and there is a letter form the Skyline Estates HOA approving the detention pond. He also explained in detail how everything will drain. Mr. Jefferies added the detention pond will reduce the flows of storm water. Commissioner VOS asked what parking will 104<ke if nobody parks in their garages.f/ /01 Mr. Johnstone commented that the syndard'is to hare 2 off street parking spots (either on a driveway or the street),per unit and this project exceeds the standards..1\ I Ms. King asked about the covering of the drainage area with things people have in their yards.1\ r 1 1/ iMr. Jefferies added that tABrels a drainagfeasement and nothing ca* be built in //that easement and the flo€/sllbe less not'ilkre because of the way it isconstructed. Mr. Frazierladded-thkwhen a site,¢developed there will be morerunoff and that is why a dAeAtionon¢ is createdt hold the runoff and release itat historiefitesthere is nlnegative,impalt downstrAm. Commissioner VOS\mentioned her concerns of the HOA not having feedback.9% 7 f-\ /1 Mr: Frazier said they ave tried to have conversations but have not heard back\\\from flkin. Mk>Clark added.there is aletter from the HOA and they have appro*d,tlib det;htiGh·pond. «1\1 11.1tommissionerOHM then asked about the additional condition for the WS-18-01 11*tipn. \\\2 Mr. Cersaid iliegards the completion of Quail Street and 53rd Avenue which will be reconstructed to a T intersection instead of an offset intersection. 1 1/ // Commissioner OHM asked about a condition for street trees, making sure they are all planted before CO. He wants to make sure there are assurances. Mr. Cutler said it is at the Commission's discretion but staff tracks requirements like this through the building permit process. He added landscaping is tied to the SDP which will be decided on tonight and the other conditions are associated with the plat and that goes on to City Council for approval. Planning Commission Minutes -6- October 17, 2019 Commissioner OHM also asked if the letter for the HOA needs to be a Condition ofApproval. Mr. Johnstone said the HOA letter is not a requirement because this is a platted drainage easement and when Skyline Estates was platted 15 years ago it was anticipated to be used for exactly this purpose, so there does not need to be a formal approval from the HOA. He confirmed the letter will be part of the case file. It was moved by Commissioner ANTOL and seconded by Commissioner LEOto APPROVE Case No. WZ-18-13, a requestior. approval of a Specific Development Plan for property zoned Plaitned Residential Development (PRD) located at 5372 and 5392 Quail.Sreet *,r the following reasons: /» 1. The specific development pl,n is consistent,with the intent andpurpose of a planned dA,elopment, as stated*inSection 26-301 of the City Code.,<il1/2. The specific developmentiAan is co,nsistent with the intent andpurpose of the outline development plaA. »3. The propose ul are consistent with those approved by the outlinedevelopmenti)<th:x\- 0 30, 4. All responding agenciesltavfindicated they can serve the propertywith improvemehtsinstalled Wt.the dAve4pfr's expense.\5. The sR¢inc development plan is ih substantial compliance with the applicablt *ndardskforthin the;ounine development plan and\with the City's adoptAl codA and policies. 4/.2 iWith the following condition: 1. To ensure that the minimu quantity of trees are put in on QuailSthetlnd netthe landscaping requirements before a CO is issued on the ptop*. * Motion passed 6-0. 1.\ 7 ,1 It was mveiby €ommissioner LARSON and seconded by Commissioner VOS to rebqn}end APPROVAL of Case No. WS-18-01, a request for approval of a-major subdivision for property zoned Planned Residential Development (PRI)) and Agricultural-One (A-1) located at 5372 and 5392 Quail Street, for the following reasons: 1. All agencies can provide services to the property with improvements installed at the developer's expense. 2. The plat will result in a logical layout consistent with the future development proposed by the specific development plan. Planning Commission Minutes -7- October 17, 2019 3. The requirements of Article IV of the zoning and development code have been met. With the following conditions: 1. The reception number of the Quail Street right-of-way in Arvada will be filled in prior to recordation of the SDP and plat. 2. The developer shall enter into a subdivision improvement agreement and a lot sale restriction covenant agreement prior to recordation of the subdivision plat. /\ 3. Prior to issuance of building permijhg developer shall provide homeowner's association covenagts foryeview by staff.4. Prior to recordation, the applicant shall'pay the required fees-in-lieu ofparkland dedication. x/ 5. Reconfiguration of the intersection of West53rd,Avenue and QuailStreet shall be completed to.the satisfaction efity. 6. All minor corrections to.plat shall occur prior torecordation. Motion carries 6-0. f < i >0.. Case No. ZOA-19-04: An,ordinance-amending Section 26-205 of the WheatRidge Code of LAws concerning the develoknent standards for minor accessory .structurts inihe Residential-Ohe<(Rd) zone district. 14 61 /1 - Ms. Tasnee*gave *sholpresentatidn regarding the ordinance and accessorystructures in th@R-'1 zone district. \ \1 ,\\// Commissioner SIMQAI wondered.if this ordinance is really needed if only 8variance hke been pro@ssed in thhast 10 years and also wondered if the\ maximum heghtlhouldl)tchanged as well for a minor structure. Commissioner ANTOL asked why only 8 variances have been processed withinthe ihs fo.years add if this ordinance is really needed. Ms. Tasneem saia staff might hear from more lit-1 residents regarding variances, but only 8 hAveiarried through with them. Mr. Johnstone added that when the City amended all the residential zone districts a few years back the City decided not to touch the R-1 zone district and the reasoning was that when the Comprehensive Plan was adopted and it said revitalization was encouraged on the commercial corridors it also placed a high value on established residential communities. B. Commissioner LARSON wondered if there is a pressing need to change the ordinance, but thinks this would normalize the setback within all residential zone districts. Planning Commission Minutes -8- October 17, 2019 10/28/2019 •4,1.1'.1,411 .1, : k...ft.r :i]!Rifk•i*j 1· Request/Purpose E Zoning/Outline Development Plan · Approved in April 2018 by City Council · Established permitted uses, conceptual layout, and development standards (height, setback, density) B Specific Development Plan • Approved in October 2019 by Planning Commission · Provides detailed site plan, landscape plan, elevations · Demonstrates conformance with zoning O Subdivision • Creates lots, tracts, easements, alleys, public streets n Proposed Conditions - 42 for-sale townhome lots (10 buildings) - 14 single-family home lots - 6 tracts, commonly maintained (open space, drainage, and alleys), plus utility easements - New public streets: 53rd Ave/Drive, Pierson Ct., Quail St. 1 €1 01 10/28/2019 1 .: 4 -1.1 i .r-iA1- lt•·•t I ...0 --1'71- 1 4,1 .... ...r.,r r. ?3 - ..=4 .D- !1 0 21 i -li ' I -•.'19.-- t= 6 t.#-La . 2 m.- 01--:./'/:'. i- - 13:LLJ ¢ Ig Hlt'Z ! 1,iz_ 2-f'. , 4#. .r •1 e ii: 1 :AT.. ..ill / 0 ™Z„,1 1. 0 -4=..Uni .......i >=w=-- =20, -'• 16/ 1 1 .... r / lie £ :92 t 42 Process Staff Conclusions - Plat City Council approved outline development plan (the zoning) for the property on April 23, 2018 and the SDP was approved by PC on October 17, 2019. Referral - No concerns from outside agencies - Public Works and Planninghave found the plat and civil construction documents to be approvable Staff finds: - The plat complies with the standards in Article IV (subdivision regulations) of the City Code - The plat results in a logical lot layout consistent with the proposed SDP and approved ODP - All agencies can serve the property - Planning Commission recommended approval Therefore, Staff recommends APPROVAL of the major subdivision, Case No. WS-18-01. 15-dav Public Hearing noticing for Citv Council - no written comment received for the plat application 2 City ofr, --Vifheat Ilidge POSTING CERTIFICATION CASE NO.WS-18-01 CITY COUNCIL HEARING DATE:October 28,2019 I, 1.M' 1 71.24 0, (name) residing at 1 Sco ob Coned G L-44 on 6 20(do (address) as the applicant for Case Nos.WS-18-01 hereby certify that I have posted the Notice of Public Hearing at 5352-5392 Quail Street (location) on this i Ll day of C)CUt'er-and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day ofpublic hearing of this case. The sign was posted in the pgeition shown on the map below. Signature:1 l.\/t 41, NOTE: This form must be submitted at the public hearing on/fGis case and will be placed in the applicant's case file at the Community Development Department. MAP 11 0 ft§0-llfidar,5 4.- 1 WE U) I.l n B *undary 044».4 7wit "2 + tk*1' 1*·_1&_ /'Di .,1'C•.469,6,0/116,8...illiapp'V#D,1&4 1 ,2 Li,- -_'-2'+5AW<49" 1-4"millil :Bercill:11:21#*11:rup£/I//Br.>* 1 Signs Lit.vVV12&1Rilge PUBLIC POSTING REQUIREMENTS . t..... ,.4 One sign must be posted per street frontage. In addition, the following requirements must be met: • The sign must be located within the property boundaries. • The sign must be securely mounted on a flat surface. • The sign must be elevated a minimum of thirty (30) inches from ground. • The sign must be visible from the street without obstruction. • The sign must be legible and posted for fifteen (15) continuous days prior to and including the day of the hearing [sign must be in place until 5pm on October 28, 2019]. It is the applicant's responsibility to certify that these requirements have been met and to submit a completed Posting Certification Form to the Community Development Department. "614'r The Denver Post, LLC PUBLISHER'S AFFIDAVIT City and County of Denver ) State of Colorado ) The undersigned Nicole Maestas being first duly sworn under oath, states and affirms as follows: 1. He/she is the legal Advertising Reviewer of The Denver Post, LLC, publisher of The Denver Post and Your Hub. 2. The Denver Post and Your Hub are newspapers of general circulation that have been published continuously and without interruption for at least fifty-two weeks in Denver County and meet the legal requisites for a legal newspaper under Colo. Rev. Stat. 24-70-103. 3. The notice that is attached hereto is a true copy, published in The Denver Post on the following date(s): CITY OF WHEAT RIDGENOTICE OF PUBLIC HEARINGCITY COUNCIL (G- A b o« j -3/ 2/0 19 Ul. - V., Copies are also avaitaole m p..„.- . C_.WA 1 JC.V·G (/6(-Lkig -7£*/f velopment Department.Signature C-0 Published: Denver Post, October 17, 2019 Subscribed and sworn to before me this _17_ day of October , 2019. ---->1, Notary Public KAY C DAPICE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19944012554 MY COMMISSION EXPIRES AUGUST 19, 2022 (SEAL) -- y' 2-1 66 { W (.Fl - .IPE eD 2. .lorD %:O g td e ,-lea fDOCN. IC -1 0:3 2.6, rD3%%. 614,144245*· &Egg d.g 4-0-=oloafRA)i 7igand Ho -ad '4!un mes for sider Case PUBLIC HEARING ROSTER CITY OF WHEAT RIDGE PLANNING COMMISSION October 17, 2019 Case No. WS-18-01 and WZ-18-13: An application filed by Wonderland Homes for approval of a 57-lot subdivision and for approval of a Specific Development Plan for property zoned Planned Residential Development (PRD) and located at 5372-5392 Quail Street. (Please print) Name g€A ke,9 !cal-**LM/le,T 3 C L 30»v ' Address In Favor/Opposed f 3 3 4 Pa r4 4 54 o Y t Q sel -4/111 (C 5 3-9 1 QuA i c ©C Oil Ag «-0/ 5353 Pa-, €d St Hf-'0&24.7 D i Citv nf f«vvheat Nge PLANNING COMMISSION AGENDA October 17, 2019 Notice is hereby given of a Public Meeting to be held before the City of Wheat Ridge Planning Commission on October 17, 2019 at 7:00 p.m., in the City Council Chambers of the Municipal Building, 7500 West 29th Avenue, Wheat Ridge, Colorado. *Agenda packets and minutes are available online at http://www.ci.wheatridge.co.us/95/Planning- Commission 1. CALL THE MEETING TO ORDER 2. ROLL CALL OF MEMBERS 3. PLEDGE OF ALLEGIANCE 4. APPROVE THE ORDER OF THE AGENDA (Items of new and old business may be recommended for placement on the agenda.) 5. APPROVAL OF MINUTES - September 5, 2019 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda. Public comments may be limited to 3 minutes.) 7. PUBLIC HEARING ** A. Case No. WS-18-01 and WZ-18-13: An application filed by Wonderland Homes for approval of a 57-lot subdivision and for approval of a Specific Development Plan for property zoned Planned Residential Development (PRD) and located at 5372-5392 Quail Street. B. Case No. ZOA-19-04: An ordinance amending Section 26-205 ofthe Wheat Ridge Code of Laws concerning the development standards for minor accessory structures in the Residential-One (R-1) zone district. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Sara Spaulding, Public Information Officer at 303-235-2877 at least one week in advance of a meeting ifyou are interested in participating and need inclusion assistance. L4, 4*WIDLEINge 8. OLD BUSINESS • People Speak Update 9. NEW BUSINESS 10.ADJOURNMENT **Public comment is welcome during any public hearing item. The standard procedure for a public hearing is as follows: a. Staff presentation b. Applicant presentation - if applicable c. Public comment - time may be limited at the discretion of the Chair d. Staff/applicant response e. Close public hearing f. Commission discussion and decision Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Sara Spaulding, Public Information Officer at 303-235-2877 at least one week in advance of a meeting ifyou are interested in participating and need inclusion assistance. - WCAR*e PLANNING COMMISSION Minutes of Meeting September 5, 2019 1. CALL THE MEETING TO ORDER The meeting was called to order by Chair OHM at 7:02 p.m. in the City Council Chambers ofthe Municipal Building, 7500 West 29th Avenue, Wheat Ridge, Colorado. 2. ROLL CALL OF MEMBERS Commission Members Present:Will Kerns Daniel Larson Scott Ohm Richard Peterson Jahi Simbai Vivian Vos Commission Members Absent:Melissa Antol Janet Leo Staff Members Present:Lauren Mikulak, Planning Manager Stephanie Stevens, Senior Planner Zareen Tasneem, Planner I Jordan Jefferies, Civil Engineer II Tammy Odean, Recording Secretary 3. PLEDGE OF ALLEGIANCE 4. APPROVE ORDER OF THE AGENDA It was moved by Commissioner VOS and seconded by Commissioner KERNS to approve the order of the agenda. Motion carried 7-0. 5. APPROVAL OF MINUTES - August 15, 2019 It was moved by Commissioner LARSON and seconded by Commissioner SIMBAI to approve the minutes of August 15, 2019, as written. Motion carried 5-0-1 with Commissioner VOS abstaining. Planning Commission Minutes -1- September 5, 2019 r 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) No one wished to speak at this time. 7. PUBLIC HEARING A. Case No. MS-19-03: an application filed by BTM 37th LLC for approval of a minor subdivision combining and splitting the lots located at 5890 and 5910 West 37th Place into 4 lots with 50 feet of frontage each. Ms. Tasneem gave a short presentation regarding the minor subdivision and the application. She entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. She stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Commissioner SIMBAI asked who decides where the fire hydrant is placed and who pays for it. Ms. Tasneem said the Fire Department will make the placement decision and the Developer will pay for it. Commissioner SIMBAI then asked if anyone lived in the two homes before they were demolished. Ms. Tasneem thought they had been vacant for some time. Commissioner VOS inquired about any code violations. Ms. Tasneem said she did not have any of those records. Ms. Mikulak added there is no Code violation review for this case and mentioned that Code Enforcement works on a complaint basis and this might be a question to ask the applicant. Commissioner OHM asked if the historic document is what remains today with Lot 18 and Lot 10. Ms. Mikulak explained that there was a period in time a Lot Line Adjustment was exempted from the subdivision regulations and this current subdivision pre-dates the City's incorporation in 1969. This proposed subdivision will clean up the title and lot lines. Brent Metz, Applicant 4134 Fenton Street, Wheat Ridge Planning Commission Minutes -2- September 5,2019 Mr. Metz explained that the previous owners demolished the homes to clean up the properties and possibly develop the lots. He mentioned that once he purchased the land he was going to start grading and it didn't happen so the weeds did become an issue, which he apologized for and said it should not be an issue moving forward. He also mentioned he had met some of the neighbors and is in good standings with them. Commissioner LARSON asked what the plan is moving forward. Mr. Metz said he is going to finalize the plans and start to build 2 of the 4 homes this year. Kathryn Baldwin-Johnson, Resident 3735 Fenton Street Ms. Baldwin-Johnson asked what the height of the buildings might be. Ms. Mikulak said she could contact staff for that information. Richard Lomax, Resident 5845 West 37th Avenue Mr. Lomax has concerns of drainage and would like to see concrete culverts for run-offbecause he does not want flooding on his property. Mr. Jefferies acknowledged the drainage concern and said all water will drain to the street. Judy Thornton, Resident 5905 West 3711 Avenue Ms. Thornton wondered what is going to happen with the existing 6 ft. fence and has concerns about the current rodent issue and would like it taken care of. Ms. Mikulak said any fence issues need to be handled between the property owners. Mr. Kerns asked if these will be townhomes or single family homes. Ms. Tasneem mentioned that only single family homes are allowed in this zone district. It was moved by Commissioner VOS and seconded by Commissioner PETERSON to APPROVE Case No. MS-19-03, a request for approval of a 4- lot subdivision on property zoned Residential-One C (R-1(2) and located at 5890 and 5910 W. 37th Place, for the following reasons: Planning Commission Minutes -3- September 5,2019 1. All agencies can provide services to the property with improvements installed at the developer's expense. 2. The requirements of Article IV of the zoning and development code have been met. With the following conditions: 1. Fees in lieu of parkland dedication shall be provided prior to recording the plat. 2. The developer shall enter into a subdivision improvement agreement with required security prior to recordation of the subdivision plat. Motion passed 6-0. B. Case No. WZ-19-01: an application filed by Evergreen-Clear Creek Crossing Apartments LLC for approval of a Specific Development Plan for 310 multi-family apartments in planning area 2 of Clear Creek Crossing on property zoned Planned Mixed Use Development (PMUD). Ms. Stevens gave a short presentation regarding the Specific Development Plan and the application. She entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. She stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Commissioner PETERSON asked about what will happen with the intersection at 32d and Youngfield with the amount of increased traffic. Ms. Mikulak mentioned the City worked with the Federal Highways Administration to phase improvements and the traffic studies have shown that in a mixed zone district the peak times for residential and commercial traffic is at different times of the day. Ms. Stevens added that Exhibit 3 outlines the traffic movement. Mr. Jefferies explained that a detailed traffic analysis was completed in coordination with CDOT and there will be long-term and short-term improvements that address traffic concerns. Commissioner PETERSON asked how Clear Creek Drive will cross the creek in the future. Ms. Mikulak explained that if that connection is made, it will have to be a bridge and that is why part of this development (north of the creek) will not happened until the infrastructure is in place. Commissioner PETERSON also speculated about the traffic impact on Clear Creek Trail due to this development. Planning Commission Minutes -4- September 5,2019 Ms. Mikulak said there will be more users on the trail, but the City encourages that. Commissioner PETERSON then asked with this being a large and the first phase to be started project, how much does it limit other things in the big picture of this development. Ms. Mikulak said the City has been firm with the original intent and the regulatory documents in terms of connectivity; this phase is consistent with those documents and intent. Commissioner SIMBAI asked about the site being exempted from the Charter's density cap based on a 2009 ballot question. Ms. Mikulak explained that the City's Charter has a residential height limit of 35 feet and a density of 21 units per acre, but the exempted areas are the Urban Renewal Areas (URA) of I-70 and Kipling and the Wadsworth corridor. This property in in the I-70 URA. Commissioner LARSON asked for more details to understand the secondary access 1SSUe. Ms. Stevens explained that a balance needed to be found between the City, Fire Department and public safety. She said the secondary access is closer to the Clear Creek Drive and 40th Avenue intersection than the City allows so there will be only a right in and right out access. Mr. Jefferies added that if there are left turns it could be very dangerous so the condition of approval allows the City to look at options if cars do decide to turn left. Coinmissioner KERNS asked if the multi-use trail accesses the golf course. Ms. Mikulak said the applicant can answer that question. Commissioner KERNS also asked what the trail to the forebay is. Mr. Jefferies mentioned it is maintenance access to the detention pond. Commissioner KERNS was curious if the retaining wall will be planted. Ms. Stevens said the retaining walls are not a part of this project, but added they will be planted after the walls are permitted and constructed. Commissioner OHM asked if there will be a cross access easement for this project. Planning Commission Minutes -5- September 5, 2019 Ms. Stevens said it will basically follow the internal roadway network. Commissioner OHM then asked about the missing pages from the SDP. Ms. Stevens said those pages excluded from the packet are the zoomed in views of the civil construction documents which are not required components of an SDP. Staff was aware the packet would be large and decided to only include pages most relevant to determine zoning compliance, but staff has reviewed all the sheets in the SDP. Commissioner OHM asked where the small piece of artificial turf will be located. Ms. Stevens said it will be located at the Community Club House in the outdoor game area and it will not be counted towards landscaped area which makes it allowable. Jeff Wikstrom of Evergreen-Clear Creek Crossing, LLC, Applicant 152 Willow Leaf Drive, Littleton Mr. Wikstrom said it has been great working with staff and gave a brief presentation about the history and vision for Clear Creek Crossing and added that Evergreen Devco has been in the multi-family business since 2010. Commissioner VOS asked about the access to the overlook is just for the renters and/or the public. Mr. Wikstrom said primarily for the renters, but not limited. Commissioner VOS was curious about the rental rates and ifthere will be playgrounds for kids. Mr. Wikstrom mentioned the rents will be under $1800/month which will include everything except utilities. He added that the apartments will be 1 to 2 bedrooms making the demographics mostly adults, but kids are definitely welcome. Commissioner VOS asked if there will be accessible parking. Mr. Wikstrom said yes, required and there will be elevators to access the apartments. He added there will also be places to park bikes. Commissioner VOS asked if there is access to the Clear Creek Trail. Mr. Wikstrom said there will be internal sidewalks that willlead to the access to Clear Creek Trail. Planning Commission Minutes -6- September 5, 2019 Commissioner VOS also wanted confirmation that environmental safety issues will be taken into consideration when construction begins. Mr. Wikstrom said yes everything has been taken into consideration so it does not go into storm water systems before the landscaping is in place. Commissioner KERNS main concern is the amount of people adding to noise and vibration with respect to air quality. Mr. Wikstrom said that per the Federal Housing Standard the number of noise decimals is looked at and every standard is being met. He added it helps that the site is on the farthest west side of the property away from the Highway. Commissioner LARSON asked what the property to the east of the multi-family is going to be and is there concern for runoff if it is not developed before the multi- family site. Ms. Stevens said it will be the SCL hospital site and we anticipate plans for that site in a year or two. Mr. Jefferies added the SCL site has been stabilized and storm water should not be an issue. There was then more discussion about connectivity to the Clear Creek Trail and the landscaping from the site blending into the natural part of the detention ponds on the way to the Clear Creek Trail. Commissioner OHM asked for the reasoning behind placing the mailboxes at the clubhouse. Mr. Wikstrom said it is a visible area and also the leasing office, he mentioned not all people will park at the clubhouse, but walk from their apartments so there will not be as much vehicle congestion. Commissioner OHM asked about safety for workers being on top of the retaining wall and watering when there is no railing and wondered if there could be more tiers to the wall. Mr. Wikstrom acknowledged the safety concerns and said the wall will still be the same height and mentioned they are unobtrusive and if more tiers were added it would push into the detention are. Commissioner OHM asked what the horizontal shade is of the long buildings and if the native grasses will survive in the shade. Mr. Wikstrom said there is 60 feet between the northern buildings which is called meaningful space to allow for light. Planning Commission Minutes -7- September 5, 2019 Ms. Mikulak added that the City has a landscape program and will work with the owner to make sure the landscaping is kept up. Jared Carlon, Norris Design 1101 Bannock Street, Denver Mr. Carlin said he looked at the entire planting plan and made sure the correct species were used depending on solar orientation. He added the 5-foot cobble zone is used to protect the foundations of the buildings. Commissioner OHM said it looks like there are some trees in easements and above storm pipes and wondered if there were still a sufficient amount of trees on the site if the others are removed. He also mentioned he would like to see large canopy trees at the bottom of the retaining wall. Mr. Carlin said yes they will make sure there are the right amount of trees and will work closely with the City to place the trees. Commissioner OHM asked if there will be wayfinding signs. Mr. Wikstrom said yes that will be part of a Master Sign Plan. It was moved by Commissioner SIMBAI and seconded by Commissioner Peterson to APPROVE Case No. WZ-19-01, a request for approval of a Specific Development Plan for the construction of a 310-unit multi-family apartment project on property located within Planning Area 2 of Clear Creek Crossing, for the following reasons: 1. The specific development plan is consistent with the purpose of a planned development, as stated in Section 26-301 of the Code of Laws. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted design manuals. With the following conditions: 1. The technical corrections requested by Planning and Public Works related to labels, notes, and typos shall be addressed prior to SDP recording and prior to issuance of any building permit. Planning Commission Minutes -8- September 5, 2019 2. An agreement for the off-site secondary access shall be recorded by separate document prior to recordation of the SDP. The agreement shall include the PA 1 and PA 2 property owners, shall address the phasing, timing, and obligation of the access, and shall be subject to approval by the West Metro Fire Protection District, City of Wheat Ridge Public Works Director, and City of Wheat Ridge Community Development Director. 3. If, upon build-out of the subject site, the interim secondary access is found to be inadequate and/or to pose significant safety concerns, the City may require completion of the permanent loop road, or another alternative secondary access to be approved by Public Works, at the discretion of the Public Works Director. 4. Agreement between the property owner and Longs Peak Metro District shall be recorded by separate document prior to issuance of any building permit. The agreement shall set forth construction, ownership, and maintenance provisions for the retaining walls. Motion passed 6-0. OLD BUSINESS NEW BUSINESS Ms. Mikulak mentioned there will be no 2nd meeting in September and will see the Commissioners on October 3 for a discussion and training. Commissioner LARSON said he would like to see a few suggested topics for training in the agenda packet. Ms. Mikulak asked for the Commissioners to email her if there are any specific topics they would like to see in training. 10.ADJOURNMENT It was moved by Commissioner KERNS and seconded by Commissioner SIMBAI to adjourn the meeting at 9:10 p.m. Motion carried 6-0. Scott Ohm, Chair Tammy Odean, Recording Secretary Planning Commission Minutes -9- September 5,2019 A. .City of30 Whe at Ridge CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO:Planning Commission MEETING DATE: October 17, 2019 CASE MANAGER:Scott Cutler CASE NO. & NAME:WZ-18-13 and WS-18-01 / Quail Run ACTION REQUESTED:Approval of a Specific Development Plan (SDP) on property zoned Planned Residential Development (PRD) and a major subdivision on property zoned PRI) and Agricultural- One (A-1) for the construction of 14 single-family homes and 42 townhomes. LOCATION OF REQUEST: 5352,5372, and 5392 Quail Street APPLICANT (S)Wonderland Homes OWNER (S):Summer Clark, Joel and Dawn Lubker, Arthur Joel Aho Revocable Trust, Barbara Jean Aho Reoveable Trust, Gregory Skalla APPROXIMATE AREA:SDP: 261,849 square feet (6.01 acres) Plat: 309,747 square feet (7.11 acres) PRESENT ZONING:Planned Residential Development (PRD) and Agricultural-One (A-1) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) (X)ZONING ORDINANCE (X) COMPREHENSIVE PLAN DIGITAL PRESENTATION Location Map 9/Ofliwel#--0 54TH·AV 13:12*Vd 13 NOS hakl , -- §*fajur dar*.1, 4/ -- 1 : co-r m. th ,' -- Z '-1,_ < '.:... 0 i. =. 1/ 6.*..- -·- --4: 1 Subcivision:Boundar*, 1 538047'24 4% 'Mti; 3 Planning Commission 1 Case No. WZ-18-13 and WS-18-01 / Quail Run L A JURISDICTION: All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST This request is for approval o f two related applications for the purpose of constructing 14 single-family detached homes and 42 townhomes along with new public streets: • Case No. WZ-18-13 is an application for approval of a Specific Development Plan (SDP), and • Case No. WS-18-01 is an application for approval of a 57-lot major subdivision with right-of- way dedications. Prior Action and Zoning Rezoning to a planned development in the City of Wheat Ridge involves a two-step process. The first step is the Outline Development Plan (ODP), which for this property was reviewed by Planning Commission on March 15,2018 and approved by City Council on April 23,2018. A Planned Residential Development is a property-specific zoning, and the approval of the ODP changed the zoning designation on the land, and established allowed uses, development standards for the property, and access configurations. For the subject property, the underlying PRD zoning allows for the proposed 14 single-family homes and 42 townhomes. Additional requirements of the zoning are discussed in Section III below. Specific Development Plan The second step in the process for development in a PRD is approval of the Specific Development Plan (SDP), which focuses on specific details of a development such as final drainage, architecture, lot layouts, and specific building location and orientation. The SDP must be found to be compliant with the ODP in order to be approved. Pursuant to Section 26-302 of the Municipal Code, the applicant chose a two-step approval process, first completing the ODP process in its entirety before submitting the SDP for review. When this two- step process is broken apart, the ODP document requires public hearings before the Planning Commission and the City Council, with the City Council being the final deciding body. The SDP application must be heard at a public hearing before the Planning Commission, who is the final deciding body for SDP approval. The criteria for review and analysis of the SDP are provided in Section III below. Subdivision The final step required for redevelopment is approval of the subdivision plat. The plat and SDP are frequently processed concurrently as permitted by Section 26-302.B.2 and to ensure the plat aligns with the proposed SDP. In this case, the request is for approval of a 57-lot subdivision with dedication of four new public streets. This classifies as a major subdivision which requires Planning Commission to make a recommendation to City Council who is the final authority for approval. Subject Property The boundaries for the SDP and plat differ from each other, as happens from time to time depending on the surrounding development patterns. In this case, the subdivision includes a residential property to the south (5352 Quail Street) which is not part of the planned development or SDP. Planning Commission 1 Case No. WZ-18-13 and WS-18-01 / Quail Run The applicant has worked with the owner of 5352 Quail Street to purchase the eastern portion of their oversized residential property for the purpose o f drainage conveyance for the proposed development. As such, the entirety of 5352 Quail Street is required to be part of the subdivision, in order to legally divide the parcel of land. Despite being included in the subdivision plat, the property at 5352 Quail Street property will retain its current Agricultural-One (A-1 ) zoning designation with the western portion remaining a single-family residential use, and the eastern halfbeing utilized for a drainage pond. The boundary for the SDP is required to match the boundary of the underlying PRD zoning. See the image on page one of this staff report, or Exhibit 1,Aerial for a visual representation ofthe SDP boundary and the subdivision boundary. Inclusion of 5352 Quail Street in the plat will not change the zoning on this property nor will it change the permitted uses or type o f development. II. EXISTING CONDITIONS/PROPERTY HISTORY The subject property is located in a northern peninsula of Wheat Ridge, and is surrounded on three sides by the City of Arvada. It is located along Quail Street north of Ridge Road and south of W. 54th Avenue. Less than 500 feet south of the subject property is the Quail Ridge Estates subdivision, a Planned Residential Development approved in 2006 for 25 homes. After a multiyear build-out, all homes in Quail Ridge Estates are now complete and have been issued Certificates of Occupancy. The subject property consists of three parcels, each of which contains a single-family home. The existing single-family homes were built in the late 1920s, early 1950s, and early 1960s and have been utilized for residential and agricultural uses since that time. The northern two parcels are zoned Planned Residential Development (PRD), per the Quail Run Outline Development Plan, which allows for single-family homes and townhomes. The southern parcel is zoned Agricultural-One (A-1), which allows for residential estate living within a quasi-rural or agricultural setting (Exhibit 2, Zoning Map). To the north and east of the subject property is the Skyline Estates neighborhood in the City of Arvada. This area consists of single-family homes constructed throughout the mid-2000s. To the southeast along Ridge Road, also within the Skyline Estates neighborhood, are five 8-unit apartment buildings. To the west of the subject property is a large vacant parcel within the City of Arvada. A plat was approved by the City of Arvada for this property on September 18, 2019, which establishes the necessary right-of-way for Quail Street and establishes lot lines and right-of-way for the "Haskins Station" development. An Outline Development Plan was approved by the Arvada City Council on September 10,2018 for this development. The approved ODP shows 477 housing units consisting of single-family detached homes, paired homes, townhomes, and apartments. The development will connect to 54th Avenue, located just north of the subject property, and will share access from Quail Street with the subject property. To the south of the subject property is a property zoned agriculturally and utilized for a single-family home with apparent accessory agricultural uses. Further to the south is the aforementioned Quail Ridge Estates development, zoned Planned Residential Development. The catalyst for much of the development activity in the area is the proximity o f two commuter rail stations on the RTD G Line. The Arvada Ridge and Wheat Ridge · Ward Stations are each less than a mile from the subject site to the east and west, respectively. Planning Commission 3 Case No. WZ-18-13 and WS-18-01 / Quail Run A copy of the approved Outline Development Plan (ODP) for the subject property is attached, which was approved by City Council in April 2018 (Exhibit 3, Outline Development Plan).This plan is included to provide context when reviewing the Specific Development Plan (SDP). III. SPECIFIC DEVELOPMENT PLAN Attached is a copy of the proposed SDP, which includes 12 sheets (Exhibit 4, Specific Development Plan): SDP-1 : Cover page -This page includes signature blocks, legal description, character of development statement, project data table, and general reference information. m SDP-2: Site plan - This detailed plan shows where the single-family attached and detached lots are located on the site, as well as the alleyways, landscape areas, new roadways, and the detention pond. SDP-3: Site plan details - Additional details are shown including the typical lot schematic for the homes, as well as cross sections of the new streets and alleyways. • SDP-4: Overalllandscape plan - This includes a plant schedule, seed mix information, landscape notes, and fence details in addition to the overall plan. SDP-5 and 6: Specific landscape plan - Additional details are shown including the landscaping for the common areas and detention pond. It also details the typical landscaping that will be planted around the homes. This final detail will be approved with the building permits, and will conform to the plant schedule on page 4. • SDP-7.1: Single-family detached elevations - The project is proposed to have 3 floorplan options and 6 different fagade options (2 for each floorplan). • SDP-8.1 to 8.5: Single-family attached elevations - These sheets include an articulation detail, and enhanced elevation details for public facing sides of the units. The character of the project is articulated on the cover sheet in the "development character" statement. The project is intended to provide a mix of housing products transitioning from the single-family homes to the north and east to the higher-intensity development proposed closer to the Wheat Ridge · Ward Station. The homes are intended to use traditional architecture with a cohesive design, utilizing brick and stone, and surrounding a central landscaped open space. The character statement emphasizes the pedestrian connections to the surrounding neighborhoods and within the development. Key components of the SDP and compliance with the ODP are described below. Allowable Uses Uses permitted per the ODP are single-family attached (townhomes) and single-family detached homes and open space. The uses depicted in the SDP are consistent with the approved ODP. Site Configuration and Lot Size The ODP indicates 14 single-family homes located along the northern and eastern edges of the property and a maximum of 42 attached (townhome) units, located within 8-12 buildings, with 3-6 units per building, at the center of the property. The SDP proposes a site configuration consistent with the approved ODP, with two 5-unit buildings, and eight 4-unit buildings. The single-family detached units border the northern and eastern property lines, providing a buffer for the existing single-family neighborhood to the north and the east. The single-family attached units are located central to the site, and are focused around a linear open space amenity that traverses the site east to west connecting Quail Street with Pierson Court. Planning Commission 4 Case No. WZ-18-13 and WS-18-01 / Quail Run The SDP proposes single-family detached lots ranging from 4,510 square feet to 8,621 square feet, all of which exceed the minimum lot size of 4,500 square feet required in the ODP. Setbacks Single-family detached homes are required by the ODP to have a minimum 10-foot front yard setback, with a variation of at least 2.5 feet to provide some variety in the front setbacks along the street. No two adjacent homes or homes across the street shall be allowed the same front setback. Side setbacks are to be a minimum of 5 feet, with a minimum 15 foot rear setback. For the attached homes, front and side yard setbacks facing the street or an alley are to be a minimum of 10 feet. Front and side yard setbacks facing open space are to be a minimum of 5 feet. Rear setbacks along alleys are allowed a 0 foot setback. Unit floorplans and footprints will be finalized with prospective buyers, and setback compliance will be confirmed upon building permit submittal for each building. Page SDP-3 shows a typical lot schematic for both housing products (in the upper left corner of the page) showing that setbacks are achievable. Height Maximum building height is 35 feet. The SDP indicates the single-family detached products will be 2-stories, ranging from 25 feet to 27 feet in height. The single-family attached products are 3-stories in height and are just under 35 feet in height. Lot Coverage/Open Space Single-family detached homes are limited to 60% lot coverage, leaving the balance of the lots for driveways and landscaping. Landscaping for the single-family attached home lots defaults to Section 26-502 of the City Code which establishes minimum standards for single-family homes across the City and requires no less than 25% of the gross lot area to be landscaped, and no less than 100% of the front yard to be landscaped. This requirement will be verified on a per lot basis, during building permit review. The aggregate open space requirement for the single-family attached homes in the central part of the site is 30%. This requirement is being met by the landscaped "paseo" provided between two rows of the townhomes shown in Tract A and B, and with the street-facing front and side yards. Page SDP-6 shows a typical landscaping schematic for both housing products (in the bottom left corner of the page). The front and side yards of the attached homes will be landscaped with trees, shrubs, and ornamental grasses. A colored conceptual landscape plan is attached for reference (Exhibit 3, Landscaping). Access and Streets The street configuration shown in the SDP is consistent with the conceptual design from the ODP. Access to the development will come from the north at 54th Avenue and from the south at Ridge Road via an extension of Quail Street. The majority of Quail Street lies within the City of Arvada, and was dedicated as part of the Haskins Station Subdivision plat approved in September 2019 (Exhibit 6, Quail Street). The City of Arvada will need to review and approve the construction documents for Quail Street in conjunction with the City of Wheat Ridge Public Works Department. Within the site, a series of new public streets (W. 53rd Drive, W. 53rd Place, and Pierson Court) and private alleyways will provide access to the single-family homes and townhomes. On sheet SDP-3, Planning Commission 5 Case No. WZ-18-13 and WS-18-01 / Quail Run some streets are shown in their "interim" and "final" conditions. They will be built to the interim condition, and when the neighboring property redevelops, will be finished out in the final condition. Architecture The ODP requires that the detached homes have a minimum of 30% of the front fagades be masonry (including brick, brick veneer, or other approved masonry materials). Per the ODP, this requirement may be aggregated for all the single-family homes so long as the average is no less than 30% for the entire single-family area. This allows for unique and differing styles from house to house, some of which may not require any masonry while others will rely heavily on the incorporation of masonry. The elevations on sheet 7.1 demonstrate the variety, materials, and masonry requirements. Homes will be customized for prospective buyers, and compliance of final elevations will be verified during the building permit review process. The single-family attached homes are subject to Chapter 4.3 in the Architectural and Site Design Manual (ASDM) which applies to all multifamily development in the City. Multiple types ofmaterials are provided, including masonry or stone veneer, board and batten siding, and horizontal siding. The rooflines are varied, and the front facades vary across each unit, creating vestibule space for the front doors and breaking up the front fa™le. Side elevations facing public streets and open space will be enhanced with additional windows and overhangs (see Sheets 8.4 and 8.5). Balconies are provided on the rear elevations facing the allen Sheets 8.1-8.5 show the architectural style and materials, while the lot schematic detail on Sheet 3 best illustrates the variety in plane depth and overhangs. Staff finds the proposed architecture meets the standards in the ASDM. Parking Per the ODP, all units are required to have a two-car garage, which are provided (some townhomes will have tandem two-car garages). The single-family detached homes will provide one guest parking space located either within the driveway or on-street. The townhomes are required to provide one on- street guest parking space per every 10 off-street spaces. The on-street parking proposed in the SDP is consistent with the approved ODP with approximately 28 spaces provided on the new public streets. Some of these on-street spaces are striped along the side of the street and protected by curb bulb-outs. Other streets, like Pierson Court, will allow on-street parking, but the spaces are not striped. Drainage The SDP proposes a large detention pond at the southeast corner of the property within the subdivision boundary, consistent with the approved ODP. The applicant had previously negotiated with the property owner to the south to purchase a portion of their property for drainage purposes. The applicant also acquired an 8-foot strip of land which runs between 54th Avenue and the northern edge of Quail Ridge Estates between the subject property and the Skyline Estates subdivision. This area will be utilized for some drainage conveyance. The developer has provided Public Works Staff with a signed letter of acceptance from a Parfet Street homeowner, whose property will accept the outfall from this conveyance. IV.SPECIFIC DEVELOPMENT PLAN CRITERIA Criteria for the review of SDP documents is provided in Section 26-305.D. Staffhas provided analysis of these criteria below. Planning Commission shall base its decision in consideration of the extent to which the criteria have been met. Planning Commission 6 Case No. WZ-18-13 and WS-18-01 / Quail Run 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of the zoning and development code. The intent of a planned development is to permit well-designed, innovative developments which may not be feasible under a standard zone district and to promote flexible and efficient use of land. Other general purposes of a planned development are: • To promote the efficient use of land to facilitate a more economic arrangement ofbuilding, circulation systems, land use and utilities. • To promote compatible development with adjacent commercial, residential and/or industrial land uses through proper land use transitions and buffering techniques. • To promote conformance with the adopted comprehensive plan, established policies and guidelines for the area and for the community. Staffhas concluded that the SDP is consistent with these goals by adding to the diversity of housing types in Wheat Ridge, promoting the efficient use of land in a well-designed development. Staff concludes that this criterion has been met. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan The SDP is consistent with the intent and character statements ofthe ODP. Stajf concludes that this criterion has been met. 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan. Single-family (attached and detached) homes and open space areas are designated as permitted uses on the ODP. Staff concludes that this criterion has been met. 4. The site is appropriately designed and it consistent with the development guidelines established in the outline development plan. The SDP is consistent with the development guidelines of the ODP in all respects including height, density, setbacks, parking, landscaping, and building design. Staff concludes that this criterion has been met. 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity. All utility agencies have indicated that they have ability to serve the redeveloped property. The developer is responsible for the new infrastructure required by the utility districts. New public streets are being constructed as part of this development. Planning Commission 7 Case No. WZ-18-13 and WS-18-01 / Quail Run Staff concludes that this criterion has been met. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards. The proposed SDP is in conformance with the design standards established in the ODP. Building permits for the individual homes will be reviewed against the SDP. Staff concludes that this criterion has been met. V. SUBDIVISION PLAT Plat Document ed·r '."Fiti 7,yemrThe proposed plat document consists of six pages (Exhibit 7, Subdivision Plat). The first page includes the legal description of the property; signature blocks for the owner, City, surveyor and County; and standards declarations and notes. The second pages shows the current condition of the land. The third page shows the entire site, and how the land will be subdivided, including lots, tracts, and dedicated right-of-way. Pages 4-6 divided the property into three sections and expands upon the information provided on page 3. Right-Of-way The site is mostly rectangular in shape, and plats 4 new public street segments: Quail Street, West 53rd Drive, West 53rd Place, and Pierson Court. The majority of Quail Street lies within the City of Arvada, and will be built to Arvada roadway specifications; as noted above it was platted by the recently-approved Haskins Station Subdivision. The portion of Quail Street within the City of Wheat Ridge will be built to Wheat Ridge specifications. Quail Street will be completed between Quail Run and Quail Ridge Estates in an interim condition on the Arvada side of the City boundary when the Haskins Station development is constructed. West 53rd Drive will be built as a standard local street with a 53-foot wide cross section which is wide enough to accommodate two travel lanes, on-street parking, and 5-foot attached sidewalks on both sides of the street. West 53rd Place is located along the southern property border, and is 42 feet wide which will accommodate on-street parking on the north side, a 5-foot attached sidewalk on the north side, and two travel lanes. If and when the property to the south develops, the remaining 11 feet of right-of-way for a local street section will be built. Due to the remaining single-family home remaining to the south of the subject property, the applicant is proposing to plat Tract C between West 53rd Place and the neighboring property. This Tract will be converted to right-of-way if the property to the south redevelops. Pierson Court will be built as a standard local street with a 53-foot wide cross section. This section extends south along the drainage pond, and aligns with Pierson Court in the Quail Ridge Estates Development to the south. If the properties between the subject property, Quail Run, and Quail Ridge Estates redevelop, Pierson Court will connect the developments. Planning Commission 8 Case No. WZ-18-13 and WS-18-01 / Quail Run A Subdivision Improvement Agreement will ensure all public rights-of-way and other public improvements are in-place prior to issuance of a building permit. Site Configuration The lot configuration is consistent with the SDP site plan with 14 larger lots (approximately 4,500 square feet to 9,000 square feet) located along the northern and eastern property lines, accessed from West 53rd Drive and Pierson Court. These lots will accommodate the single-family detached units. No access to W. 5411 Avenue for these individual homes will be permitted. At the southeast corner of the property is Tract D, for stormwater detention and Tract F, for stormwater conveyance. Forty-two townhome (single-family attached) lots are located central to the community, bounded by West 53rd Drive to the north, West 53rd Place to the south, Pierson Court to the east, and Quail Street to the west. This area is traversed from east to west by Tracts A and B, which will provide a central landscape amenity area for the community. The homes will front Quail Street, 53rd Drive, and 53rd Place, with garage access being accommodated by Tract E, an alley dedicated for access, utilities, and drainage. Tract E connects to Pierson Court, 53rd Place, and 53rd Drive. Easements Several easements are created by this plat to allow adequate infrastructure and access. These include the following: • A series of 6-foot, 8-foot, and 10-foot wide utility easements on the perimeters of Lots 1 -14 • A utility easement running north-south between the townhome buildings, interrupted by Tract A and Tract B • Vacation of 25 feet of existing Quail Street right-of-way across Lot 43 which will not be required to construct Quail Street (the alignment in this section falls mostly in Arvada's jurisdiction). This vacation is at the request and recommendation of the Public Works Department. Drainage The property will be utilizing a detention pond (Tract D) located at the southeast corner of the property. This water will be conveyed through Tract F, and outfall into public storm sewer downstream within Skyline Estates Subdivision. VI.AGENCY REFERRAL All affected service agencies were contacted for comment on the SDP and plat request and regarding the ability to serve the property. Specific referral responses follow: • Public Works: SDP and plat approvable. Civil construction documents approved. • Parks and Recreation: Requested fees-in-lieu ofparkland dedication. • Building Division: No comments or objections. Will review all building permits in coordination with the Planning Division and Public Works. • Arvada Fire Protection District: Coordinated alley widths and fire hydrant locations. No concerns. • Valley Water: Service can be provided, owner responsible for taps. • Xcel Energy: Recommended updated easements, which are reflected in the plat. No concerns. • Century Link: No comments or objections. • Clear Creek Valley Sanitation: Applicant to continue coordination for service connections. Planning Commission 9 Case No. WZ-18-13 and WS-18-01 / Quail Run VII.STAFF CONCLUSIONS AND RECOMMENDATION Staffhas concluded that the proposed Specific Development Plan is consistent with the planned development regulations, with the goals and policies of the City's guiding documents, and with the Quail Run ODP. Because the requirements for a SDP have been met and the review criteria support the SDP, a recommendation for approval is given. Additionally, Staff concludes that the proposed subdivision plat results in a logical layout consistent with the future development proposed by the specific development plan. Staff further concludes that the subdivision plat complies with the standards in Article IV of the zoning and development code (subdivision regulations) and that all utility agencies can serve the property with improvements installed at the developer's expense. For these reasons, Staff recommends approval of the subdivision plat with the conditions listed below. VIII. SUGGESTED MOTIONS - SPECIFIC DEVELOPMENT PLAN Option A: "I move to APPROVE Case No. WZ-18-13, a request for approval of a Specific Development Plan for property zoned Planned Residential Development (PRI)) located at 5372 and 5392 Quail Street for the following reasons: 1. The specific development plan is consistent with the intent and purpose of a planned development, as stated in Section 26-301 of the City Code. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted codes and policies. Option B: "I move to DENY Case No. WZ-18-13, a request for approval of a Specific Development Plan for property zoned Planned Residential Development (PRD) located at 5372 and 5392 Quail Street for the following reasons: 1. 2. 3. IX.SUGGESTED MOTIONS - SUBDIVISION Option A: "I move to recommend APPROVAL of Case No. WS-18-01, a request for approval of a major subdivision for property zoned Planned Residential Development (PRD) and Agricultural-One (A-1) located at 5352,5372, and 5392 Quail Street for the following reasons: 1. All agencies can provide services to the property with improvements installed at the developer's expense. 2. The plat will result in a logical layout consistent with the future development proposed by the specific development plan. 3. The requirements of Article IV of the zoning and development code have been met. Planning Commission 10 Case No. WZ-18-13 and WS-18-01 / Quail Run With the following conditions: 1. The reception number of the Quail Street right-of-way in Arvada will be filled in prior to recordation o f the SDP and plat. 2. The developer shall enter into a subdivision improvement agreement and a lot sale restriction covenant agreement prior to recordation of the subdivision plat. 3. Prior to issuance ofbuilding permits, the developer shall provide homeowner's association covenants for review by staff. 4. Prior to recordation, the applicant shall pay the required fees-in-lieu of parkland dedication. Option B: "I move to recommend DENIAL of Case No. WS-18-01, a request for approval of a major subdivision for property zoned Planned Residential Development (PRI)) and Agricultural-One (A-1) located at 5352,5372, and 5392 Quail Street for the following reasons: 1. 2. ,.3. ... Planning Commission 11 Case No. WZ-18-13 and WS-18-01 / Quail Run EXHIBIT 1: AERIAL (2018) liti 7 Lity of ---454™1=NWheat lildge .i#. Geographic Information Systems Legend F-1 Subject Property r,-- VMeat Ridge City Limits Subdivision Boundary ; 4, City of Arvada 54-1-H#p.- 1 UJ ¥ -53RD'AVEC --"-'.1- -m z Ki1 4 L Al- 0 6 113•. 19A K h0 m '. :U) • [% 4 1 11 ,...1 i ; 4.-rp.- 1.2-4 1: . ' U.' I1 . 47 V State Plane Coordinate Project,on N- · 41 4 L--00 Colorado Central Zone . Datum: NAD83 1:1 ·1 1 8 7,1!4 ./1. '' .* t..... 1. *n 'r,n .-4 :,4 .*I- r' 1- -4*,1.. /0 1 $ Planning Commission 11 Case No. WZ-18-13 and WS-18-01 / Quail Run EXHIBIT 2: ZONING MAP il-1, 1 U N '51 5.3-42 \Mheat#dge Geographic Information Systems 4,%44•s-LA L. -bik Legend F7 Subject Property ,€-(4¢*i 4437l_-, Wheat Ridge City Limits 7 11£#El ' .. e.--1,50 1 , · ,-_10 .-. 5(32 . , ,A -2./.-,4.Displayed Zone Districts Planned Residential , ; 1 It.ZA•Development (PRD) 1 I / 1,Agricultural-One (A-1)-0: .11 UM .... alll-1-Il"yir=. g ..1- 1 1 '1: -1 '23 81¥Z T.5 rrpt: 1,8,; 1.-*. 1 !,tar...1- . I'' . I. -. ,-1.-4-1. - 1.4 I€4# 1, L . 1. -3*7 1 .L- .--/1.7/=-7.- U)4 INNmful 127 1:- f l.1 ... -.mi. Stat, Plar- Coordinat, Prolect,on Colorado Central Zone Catum NAD83 i _aer Note: The subdivision boundary includes a portion of the A-1 zone district immediately to the south of the subject property affected by the SDP. This boundary is shown on the Aerial in Exhibit 1. Planning Commission 13 Case No. WZ-18-13 and WS-18-01 / Quail Run EX---BIT 3: OUTLINE DEVELOPMENT PLAN This ODP was approved by City Council in April 2018, and includes the development standards for this site. Attached as an 11x17 document on the following page. Planning Commission 14 Case No. WZ-18-13 and WS-18-01 / Quail Run ReceeTIon * 201€ 05-/1 0 2- QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16,PUD-R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M,,CITY OF ARVADA CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO DEVELOPMENT STANDARDS 1. USE AREAS· JUSTER CIVIL ENOINEES*ING LLC 12708 DEER CREEK DR OMAHA NE 68142 Huster@jusierdvilengineering.com 11 11 11 11 029:d lili It 11 1 1 ===m.'=T=1UBpC pIGI;·11-·gFLVyAY - 1 1 1 1 CSFA 1 } I OPEN SPACi 9 (SFA3 L ALLEY A SCALE . R45'-4 '1 1 L LEGEND PROPERTY LINE AND CITY OF WHEAT RtOGE BOUNDARY -...••..Ii SOL.TI REZONING UNE CENTER LINE SETBACK UNE CURE & GUTTER ASPHALT PAVEMENT CONCRETE SiDEWALK 1 9 i USE AREA ·A' IS THE SINGCE FAMILY DETACHED (SFD) UNITS DEFINED ASLOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT, Ii. USE AREA'B- ISTHE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMiLY ATTACHED (SFA) HOMES. 2. MUIMUM HEIGHT: 35 FEET 3 SFD MINIMUM LOT AREA· 4.500 SatJARE FEET 4. SFD MINIMUM LOT IMOTH: 50 FEET 5. SFD MAXIMUM BUILDING COVERAGE: 60% 6. SED MAXWJUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS CHANGING FBOM 3 TO 6 UNCTS WITHIN G--,22 BUILDINGS, SHOWN CONCEPTUALLY AS SFAl. 10) 8. MINIMUM SETBACKS (MEASURED Te FOUNDAT¢ON) . 9/ ™H 14 14 1,·29-2018CITY OF ·.·- ''' ARVADA ) 11:: .4, e L SINGLE FAMILY DETACHED. a. FRONT SETBACK = 10 8. FRONT SETBACKS SHALL VARY A MINIMUM OF 2,5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTL¥ ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c SIDE SETBACK . 9 d REAR SETBACK = 15 e. MINIMUM DRIVEWAY LENGTH = 15 TO BACK OF WALK f MAXIMUM DRIVEWAY WIDTH = 18 g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFOFWIANCE WITA SECTION 2&·611 OF THE ¥HEAT RIDGE MUNICIPAL CODE. Project: Quan Run 1801021 Address:--- i r1 11 OPEN SPACE ALLEY ----- SIGNAGE ZONE7 UnLITY 53· now. , 11·-- 6 ii. SINGLE FAMILY ATTACHED: [NOMDUAL SINGLE FAMILY ATTACHED LOTS SHALLBE EXEMPT FROM THE FOLLOWING STANDARDS. SO LONG AS THE ENT,RE MULTI-UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SiDE SETBACK FACING SmEET OR ALLEY = 10 b. FRONT OR SIDE SETBACK FACING OPEN SPACE y 5 c REAR SETBACK FACING ALLEY = D d MINLMUM BUILDINGSEPARATION = 10' e BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMIANCEWITH SECTION 611 OF THE Mt£,AT RIDGE MUNICIPAL CODE.2· UTILITY _.--4SIGNAGE ZONE 9. PARKJNG i OFF-STREET PARKING· ALL HOMES VIALL HAVE TWO·CAR GARAGES., *9 0 Quail Street & 54th Avenue City of Wheat Ridge, CO(SFAN lENL____J *30· '24· (SFA10 %03 LEY (SFA9] ! 0-*· 0PUD-1 4 Z- 87 W = 0- .t -1 t ALI SIDEWALK L (SFAgi o11 0 1 -1 t -- 1 @ J PAKKING LANE LANE PARKING 7, ..Ih__-u-_._ 1 -21 26· FIRE CLEAR ZONE ROAD SECTION A A 2-LANE LOCAL STREET WlTH PARKING NOT TO SCALE SIDEWALK 1 ii. vISUOR PARKING: a. SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 OFF RevisionsSTREET SPACES PROVIDED.0 b. SFO TO PROVIDE ONE GUEST PARIMNG SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON-STREET.1- 10 LANDSCAPING Revision# 1, SFAMINIMUM OPEN SPACEt 10% i, ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26·502LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF Li,Wa 1 03/05/20181 11. EXTERIOR UGHTING. ALL UGHT1NG SHALL BE IN CONFORMANCE WGMSECTION 21'F 26-503 EXTER.!OR UGHNNG OF THE CITY OF WHEAT RIDGE CODE OF LAWS -7 -1 1- -2-L-21> 24·Min FIRE CLEAR ZONE--1 A-1 12 SIGNAGE. ALL SIGNAGE SHALL BE tly CONFORMANCE WITH ARTICLE \41 SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS. EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN Mark Dail Desciption1, MAXIMUM NUMBER 1 ALLEY SECTION 8-8 NOT TO SCALE ii MAXIMUM SIGN AREA: 36 S.F. Checked By CITY OF ARVADA 8. MINIMUM SETBACK: 0 fSHALL NOI INTERFERE WITH S,GHT DISTANCECITY OF TRIANGLE>WHEAT RIDGE CITY OF WHEAT RIDGE m.el 1 1-U-·,5' MAN ' 81 SIDEWALK DETENT!ON POND i1 711.1 13 133' 1 711' i F MIN -L 2' unirryLANELANESIDEWALK1 SIGNAGE ZONE401 -z-31 -M-[1==60=z==z==z-..' iv MAXIMUM HEIGHT. 5 13 FENCING·ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26·603 FENCING OF THE CITY OF WHEAl RIDGE CODE OF LAWS, 14 ARGHtrECTURAL AND STREETSCAPE DESIGN i STREE-1 SCAPE DESIGN SMALL BE IN CONFORMANCE INITH THE STREETSCAPE DESIGN MANUAL. Drawn By·. Dwg Flie· ROAD SECTION C-C... 2-LANE LOCAL STREET VITH PARKING NOT TO SCALE 1 u SiNGLE FAMILY DETACHED ARCHITECTURE, 3. FACADES FACING PUBLIC R.O W. ANDOR OPEN SPACE SHALL UTILIZE THEESAME ARCHITECTUML TREATMENTS AS FRONT FACADES6 NO TWO PI]JACENT HOMES OR MOMES ACROSS THE STREET SHALLUTILIZE THE SAME ARCHITECTURALI.Y DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK BRICK VENEER. STUCCO, STONE STONE VENEER. SYNTHEnC STONE. OR OTHER APPROVED MASONRYMATERIALS WILL BE APPLIED ON FRONT ELEVArIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1.44 SO LONG AS DIE AVERAGE IS NO LESS THAN 3096 FOR THE ENTIRE SFD USE AREA, THEPURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVEMAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4 ON S[DE ELEVATIONS ii. SINGLE FAMILY ATTACHED ARCRITECTURE a. WILL COMPLY WITH CHAPTER 4 3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES t. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUELIC RIGHT.OF·,NAY AND OPEN SPACE Sheet Title Prel. Site Plan Sheet 2 of 2 Monday. April 3(1.201812:23:57 PM - Admin Receprion 06 Jo/804-/702 .4-8 -1 9 ,0 ; 99 : 9 9 a *,Count, oftiff{#foa .St.24 of C *LOAACO 423,0 1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P,M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CITY CERTIFICATION JUSTER C,VIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sj:ster@justercivilengineering com OWNERS CERTIFICATE The below signed owner(s), or legally designated agenks) thereof, do hefeby agree that the property legally described hereon wilibe developed as a /*lied [Development in accordance with the uses, restrictions ana conditions contained in this plan. and as may othent,se be required by law. 1 (we) funher recognize that the approva! of a rezoning to Planned Development. and approval of this outline development plan, does nw create a vested property right. Vested property rights may oniy arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. QL,4-0,8*6*-4.Auj PROJECT LOCATION v,/4///iij.fihk Y\ INDEX OF SHEETS: 1 COVERSHEFT 2 PRELIMINARY SFIE PLAII Approved this IM day of hy the Whea, Ridge City Co ATTEST 0-y j r F -:· /981:44 1%1 /9.- * 14f SORIN 11 J 2¢r; N¥\ 1, 1/Arlhur J. Aho U Barbara J. Aho ,#f .Arthur Joel Aho Revocable -Trust Barbara Jean Allb Revocabk, Trust State of Colorado AL-County of Jefferson j1 .SURVEYOR'S CERTIFICATE 1. JOHN P. EHRHART. DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDI:R MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. INFORMATION AND BELIEF. IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURA rELY REPRESENTS SAID SURVEY, Community Developmebt Director 1.1---4-, 1 PLANNING COMMISSION CERTIM!01/ Recomme.nded for approval this ._j£1 day of -imacck__:.515£. by the Wheat Ridge Planning Commisgon. M - i JUSTER 39;93 340 1.263618 Thoregoing instrument was acknowledged before me this•21-_day of _t'A-, A.D. 2010- by.A*k-L-4-4A•· c.-0.<23.. 4.dy-4 4 0 \Nitness my hand and officia! seal. My commission elpires· / 3/8 l,0,10 34 Project: Quail Run Chairperson 1801021 8.Q 4«114Notary Public - ,L....,dUL Gregory A. Sifalla JOHN P. EHRHART. PLS 29414 State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this ..14 day of .AWL_. AD 20.jiby /Qn* 2.%14.16 Witness my hand erd official seal. My commission expires: 7/29/241 -1%6*Nami;gWK"- Nallar P:1210 94-80.0 Coawly) aw:' 10 -Gly: 6:FL 262&81*NE,lit'Pt¥ 3€i# t Dawn R. Lubl- State of Colorado County of Jefferson The foregoing inslrument was acknowledged before me thisU.-day of #lay .AD. 20.0.by>..il.L..Ber-•4.w, R. L •6£,r Witness my hand andofficial sea!.My commission expires, 7/2 9/zoi z 42„_ r--"ji%2{%t*p 'NUGAUDIICO '..Th-Tr. OP '210%400 NOUR¥!3 2017#Nk ' -21&9MMEPE.SEEME'.92.- )AL_ State of Colorado, VICINITY MAP (NO SCALE) FLOOD PLAIN COUNTY CLERK AND RECORDERS CERTIFICATE State of Cplorado ) )SS County of Jefferson ) Address: 54th Avenue & Quail Street City of Wheat Ridge, CO LAND USE TABLE Notaiy PiA)!ft 60*¢ner Clark- USE S; ACRES ATTACHED SINGlE FAMILY LOTS £64,838 +1.49 DETACHED SINGLE FAMILY HOMES 176,014 :1.75 OPEN SPACE/ LANDSCAPING 134,933 1080 STREETS/ ALLEYS 186,011 11.97 CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNCER UTiLIZED INFILL AREA ON THE NORTHERNMOST TiP OF A PENINSULA IN WHEA r FRIDGE SURROUNDED Err ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTI,RE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTivllY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. i T PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE C,17 OF #,iEAT RIDGE CODE REQUIREMENTS OF SECTION 2.-301C THE PROPOSED :JEVELOPMENT ISA TRANSNIONAL NEIGHBORHOOD DESIGNED TO All OW HI EFFEHING AND DENSITY TRANS!,ION FROMTHE SKYLINE ES TATES DEVELOPMENT TO THE EAST AND NORTH. AND FOR HIGHER DENSITY MUI. TIFAMILY USES TO THE WEST THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCH! rECTURAL DES'GNS HOMES WILL FEATURE TRADITIONAL ARCHITEC1 URAL DESIGN VAITM ACCENTS OF STONE OR BRICK THE DEVELOPMENT FEATURES CENTRAL LANDSC/·PED OPEN SPACE ALLOWING RESIDENTS TO ENJOY TME NATURAL BEAU'Y OF ' HE AREA CREAl ING COMMUNITY SYNERGY. MATERIALS AND COLOR PAL.El TES Wili. 8€ PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTE,·17· STREETSCAPE HOMES Wn.I. VARY IN RANGE FROM 1.200 - 3.000 SQUARE FEEr WITH GUSTOM FEATI,RES CREATING AN ATTRACT IVE AND AESTHETICALLY APPEALING STREE ISCAFE THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE'•MTH TREES AND LANDSCAPING Al.ONG ITS ACCESS ROADS THIS PEDESTRIAN FRIENDLY NEIGIiRORIIOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES. AND COMMUTER RAIL ON RIDGE ROAD ON·STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS OPD NOTE: 1-HUS OUTLINE DEVELOPMENT PLAN IS CONCEPI.'AL IN NATURE SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUTDING ARCHITECTURE HAVE NOT SEEN ADDRESSED ON THIS DOCUMENT ASA RESUi.T. / SPECjFIC DEVELOP;AENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WI'EAT RiDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. THE QUAIL RUN SPECIFIC DEVELOPMENT PlAN AND SUBDIVISION /LAT SHALL NOT RE REvIEWED AT PUBUC HEARING UNTIL QUAIL STREET HAS BFEN [* DICATED AS PUBLIC RIGHI·OF.WAY ON THE ADJACENT PROPERTY TO THE WEST OR ON TH[ 5115*ECT PROPERTY. PROPERTY LIES OUTSIDE OF THE 100-YEAR FLOOD PLAIN QUAIL RUN PROPERTY DESCRIPTION -ZONING: A PARCEL OF LAND 3,1-CITED IN THE SOUIhEASTOUARTER OF THE NOR™WES T OCIARTER OF SECTION 15. TOWNSHIP 3 SOUTH, RANCE 69 r.EST OF THE ETH PRINCIPAL MERiDIAN. COUNT': OF JEFFERSON. STATE Of COLORADO. BEING MORE PARTICULAR].Y DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 18, TI, ENCE IJ[59·37·15·E ALONG 1-HE EASTJAIEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471 14 FEET TO THE NORTHWEST CORNER OF TRACT A- SKYLiNE ES; ATES FiL.!NG NO. 2. THENCE Soo'12·24"E ALONG THE WES- UNE Of GLOCK 1 OF SAID St<YLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET: THENCE 68@SCS¥/ MiNG A LINE :60 FEET NORTH OF AND PARALLELWITH THE SOUTH UNE OF THE NORTH 7 ACRES OF THE Wl. ST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHAIEST QUARTER OF SECTION 16 A DISTANCE Ol: 430 76 FEE T TO A POIN1 ON THE EAST UNE OF PROPERTY CONVEYED TO JEFFERSON COUNTY SY DEED REO,RDED APRIL 6.1954 AT RECEPTION NO. 572€76 -HENCE NOO'15·01'W ALONG SAIDEAST UNE A DISTANCE OI· :9 63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY. THENCE S8937'16 W ALONG THE NORTH I INE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH-SOUTH CENTERLING Or SAU) INRTHWEST QUARTER OF SECTION 16; THENCE N 00'! 5 01·W ALONG SAID CENTERLINE A DISTANCE Or •80.00 Fl ET TO THE PO]NT OF BEGINNING; CONTAINING 234,441 SCUARE FEET OR 5362 ACRES. MORE OR LESS. BASIS OF BEARINGS: Na9-32'4712. ALONG THE EAST-WEST CENTERLINE OF SECTION 8, MONUMENTED AS SHOU; HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ALLOWED USES: 1 LNTENT 1.1.THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) 15 ESTABLISHED rO PROVIDE FOR A QUALIT'r RESIDENTIAL. NEIGHBORHOOD. CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WI™ ADJACENT EXISTING RESIDENTLAI AND OPEN SP.ACE USES 2. USES: 2.1 ALLOWED USES I hereby ce,tify that this plan was ftied in the office cf the County Clerk and Recorder of Jefferson County at Golden, Colorado. at 42.' 9p o'clcck -21·M. anthe _g_ day of -124.A t. ..CL,/ 1 A.D.. inBook__s Pagef_*_. Reception No...21Aft.702 JEFFERs22,06*k % REcoRDER 0i MEAL 1%4.-09/4-0 069QL/\Wj Revisions PROJECT INFORMATION:Revision# OWNER/DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET 1 03/05/2018 DENVER, CO 80219 303-818-8187 SUMMERZCLARK@GMAIL.COM CONTACT: SUMMER CLARK ' Mar/001/Desc]1*10,1ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 Checked By: 402-596-1171 SJUSTER@JUSTERCIVILENGENEERiNG.COM CONTACT: SORIN JUSTER, P. E , P.TOE. Drawn By: Dwg File: County cf Jefferson The foregoing instrument was acknowledged befofe me this-19-_day 01 msy -· A D. 20_ig.by..1.Mrla,=!6 Witness my hand and omcial seal. My commission expires: 7/2 9 /2924 A AD i **NAYA:/2Notar*Atic 0 ' t.'.12·29©41@RA.5 1i €"A.1. DRAINAGE CONSIDERATIONS: PER CITY OF WHEAT RIDGE SITE DRAINAGE REQUIREMENTS. WATER QUALITY FEATURES MAY BE LOCATED THROUGHOUT TIE SITE AND A DETENTION FACILITY IS PROPOSED TO BEE LOCATED IN THE SOUTHEAST COINER OF THE PROPERTY. A FINAL DRAINAGE REPORT. DESIGN. AND EASEMENT SHALL B,3 PROVIDED MATH THE SUBDIVISION PLAT THE HOA V.'ILL BE RESPONS,SLE FOR MAINTENANCE PHASING: THIS PROJECT IS ANTICIPATED TO HAE ONLY ONiE i.•HASE HOWEVER FUTURE PHASING. IF REQUIRED. WILL NOT REOUIRE AMENDMENT TO n,!S PLAN CASE HISTORY: CASE # WZ-17-11 211 SINGLE.FAMII Y DETACHED DWELLING 2,1,2.SINGLE-FAMILY ATTACHED DWELUNG 21)OPEN SPACE 2.2 ACCESSORY USES 2.21 HOME OCCUPADOM 222 HOUSEHOLD PETS QUASI·PUBLIC AND FUBUC UTILITY LINES STORM DRAINAGE, SANITARY SEWER AND V.'Al ER SI IP'R ¥ FAC,liTIES DETACHED ACCESSORY 51 Rt,C TURES ARE :01 A.: DWED RV ANC BOAT S f ORAGe APE NOT At.LOWED. UNCC 4§4*3--mpt Know wtwrs belovt Call beforn you dig.1300922 1987 CALL 81 1 2 BUSINESS DA.YS INADVANCE BEFORE YOU DIG. GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUS7 ER CIVIL ENOINEERING (JCE, ASSUMES NO RESPONSIBILITY FOR tffILITY LOCATIONS. ™E UTILITIES SHOWN ON THESE DRAWINGS ZIVE FEEN PLOTTED FROM THE INFORMATION AVAILABLE. iT IS THE CONTRACTOR·s RESPONSIBILITY TO FIELD VERIFY THE SIZE MATERIAL. ttORIZONTAL AND VER1 ICAL LOCATION OF ALL -TIES PRIOR TO COMMENCEMENT OF ANYUnu CONSTRUCTION Sheet Title COVER SHEET Sheet 1 OF 2 Monday. Atill 30.201812:25:27 PM - Admin This page intentionally left blank. Planning Commission 15 Case No. WZ-18-13 and WS-18-01 / Quail Run EXIBIT 4: SPECIFIC DEVELOPMENT PLAN Attached as an 11x17 document on the following page. Planning Commission 16 Case No. WZ-18-13 and WS-18-01 / Quail Run QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO DTI DMIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, 7 11 -/-.-=·LE=r--*Lu.n=iuk=r11- --45.El=49=14_83.Ly --'r &»kn '-1,32 - -:*42---/tok/ZIJ/-.£ZZ- + »4:=i J my==-4.» --m-,2.G =U":TNU=- .=...it: I =- rih 5 UNIT SIDE ELEVATION - STANDARD /Th 5 UNIT SIDE ELEVATION - ENHANCED ..49 92« 3 SCALE: 1/8- = 1·-0-e:f SCALE: 1/8· = 1'-0- L 0 NDERLAND 'IL hu'li.: 3-*e a=€- I. " 1 4 ,/ 4 ./. - I- .....i •.I •. .•.·.. ... u ./ 4 .-, ' ··A: :0 + 0 % Mt- I ..1 - 6 IE 11 1. b i: 11 :t ..1-,rk -4-'E i .4..:.[t*k.lk inlll[-_me¢Ge $22.. &%03 L 9.... B 8 mil r 1) ENHANCED ELEVATION LOCATIONS |,| SCALE: 1/8*=1·-0· 11*@Hilf 2_. -Ct /4) 5 UNIT SIDE ELEVATION - STANDARD <21 5 UNIT SIDE ELEVATION - ENHANCED . SCALE: 1/8- = 1'-0-\Ey SCALE: 1/8' = 1'-0- SHEET 5 UNIT BLDG ENHANCED ELEVATIONS SDP-8.5 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. I1 -3 I - H# - - CF liii,1 il e. e iii;1 \ D C 'WONDERLAND 83WOH M p ... 11, -. 1, 4- 111 -2- r .:- 1. ... 1 9 -. 19 t:1 i LFhlt··dI=6-96 'e-1 L =1LS' ...00¥., 1 .*133 ' -1 - -- ' ' -LX 42.1+1*161 141+lei M 2; 11 /4 4 UNIT SIDE ELEVATION - STANDARD /53 4 UNIT SIDE ELEVATION - ENHANCED 1, > 1 .- 1-1-1. 49Pij SCALE: 1/8- = 14 0 SCALE: 1/8- .1.-0-....1 -UL . .1 01 & 81 WI ; ki: 1.. ti-':11. i:w 44.41*t.5.1 4&61=..-6*IDER I --U• i.r SalON 4 4 44%ii% .... G225 1 EE . E= 13 ENHANCED ELEVATION LOCATIONS \ep-83/SCALE: 1/8 = 1'-7 IF /Ii;il e Iliii, -1.L 11 4 UNIT SIDE ELEVATION - STANDARD /33 4 UNIT SIDE ELEVATION - ENHANCED 49pmy SCALE: 1/8 = 1'-0'4*3/SCALE: 1/8»=1'-0· 5HEET 4 UNIT BLDG ENHANCED ELEVATIONS SDP-8.4 a QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, aN¥1'<3aNO,0%93WOH 4 Fl 8-mE B El M -8- Fl B I t1321 - I EFIEO=EL rT-1 n 03103HOLU M LL 2 11% Ill 8.-[]If p-6 ==L- ri 'Tfi ri fr 4 61 --i-4 6 .k==41 1/ 19 -LE=-2 44 41STSUBMITTAL2ND SUBMIT '12< 3 1 1 e 3 1 2 4U i ° 2 g g 3 ----ALI¥1 V 8'-10·12*-6 25'4 18'-0' 1 UtE 124* 18'.0- Ul 74 . 524 0 10'-0-E 0- 18'-0- 6 5·4· ,194 10'-C 26-0·25'-0- lE-Z 16·-2-124 .8:10.16·-r 18'-0- , 25'-0 /7% TYPICAL 4 UNIT BLDG FACADE ARTICULATION SCALE: 1/8· = 1·-0» /7) TYPICAL 5 UNIT BLDG FACADE ARTICULATION SCALE: 1/8.-1'4" SHEET SF ATTACHED ELEVATIONS NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL- ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDInONS SDP-8.3 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M RECTANGULAR STONE ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING 6-8· TO WEATHER HORIZONTAL SIDING 4 TO WEATHER HORIZONTAL SIDING. VENEER RECTANGULAR STONE ASPHALT SHINGLE ROOF -1 BOARD & BATTEN SIDING -1 PAINT ACCENT COLOR -7 6-8· TO WEATHER HOREONTAL SIDING -7 VENEER 0 0 Alt I 0 0 B B kial: /71 TYPICAL 5 UNIT BLDG - SIDE ELEVATION /2\ TYPICAL 5 UNIT BLDG - REAR ELEVATION SCALE: 1/8· = 1'-e SCALE: 1/8- = 1'-0 4· TO WEATHER HORIZONTAL SIDING RECTANGULAR STONE 6-8 TO WEATHER4» TO WEATHER HORIZONTAL- SIDING.ASPHALT SHINGLE ROOF --,BOARD & BATTEN SIDING -1 PAINT ACCENT COLOR RECTANGULAR STONE \HORIZONTAL SIC>ING -7ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING PAINT ACCENT COLOR VENEER VENEER 0 6> A B 00 li E *2 O' Z: 0. 5 4 5 -3 14*4 1 -=i.2 22 2N 0 8& A EE82 0 Ul /7\ TYPICAL 5 UNIT BLDG - SIDE ELEVAT ON Ih TYPICAL 5 UNIT BLDG - FRONT ELEVATION SCALE: 1/8· = 14 SCALE· 1/8' = 14' NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROME*EEEPARTICULARTOPOGRAPHICALCONDITIONS LaMIDRD¥@ In | 0 t PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED FENESTRATION MASONRY VENEER SECONDARYMATERIALS-ECENT4.-iEwEATHERHORIZE*iaiRIG SHEET FRONT ELEVATION *22%FRONT ELEVATION | *44%..EMBETION*38%FRONT ELEVATION 1 14%NT ELEVATION *3% 1 SF ATTACHED LEFT ELEVATION | *11%LEEFTELEVATIONIS%[-LEFT ELEvAno | N/A ELEVATIONS REAR ELEVATION i 36%REAR ELEVATION /28%1-REARELEVATIOL_LIEMEFATIONRIGHT ELEVATION i 13%RIGHT ELEVATION i 54%RIGHT ELEVATION | N.'A LET ELEVATION I 5% 1 BUILDING AVERAGE i 20.5%BUILDING AVERAGE /42%BUILDING AVERAGE i43%BUILDING AVERAGE ill.5%BUILDING AVERAGE /2.75%DP-8. EQ. EQ.aN¥,BaaNIGHEST ROOF GABL OOF GAB34·-10 1/2- TO MIDPOINT OF GHEST LE -35 -0 BUILDING H GHT M EQ. EQ. lylillenS lS,-,Vill,NanS ONE NOISIAIGenS Nnkl lIVAD (dS)NVld 1N3INdO 3A3a 01=1103dS QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO Dll DI SIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M.Z=T- 4 TO WEATHER HORIZONTAL- SIDING. PAINT MAIN BODY COLOR RECTANGULAR STONE VENEER -' ASPHALT SHINGLE ROOF - T TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR ASPHALT SHINGLE ROOF - RECTANGULAR STONE VENEER C TO WEATHER HORIZONTAL- SIDING, PAINT ACCENT COLOR d 0- -2 . _--I-/72(3/1/21»fj1---- 3D, W / - 63W Z.1 SE 1 1 E: AitH - -ft -r=m=r -771-2 4!-'mTp=r 1 E- XB k fl .9 2* 46 ..1..lili Ill®lillil. lilli ECE[.11. MEEE. 1 11 11 11 11 -r -'- 1[ -- f -Ii- B I»= kf 111111111111111111111111111 '61- 8=1%-----LL -- --- --- - --- R\? ili Th TYPICAL 4 UNIT BLDG - SIDE ELEVATION rn TYPICAL 4 UNIT BLDG - REAR ELEVATION SCALE: 1/8· =1·-0·499 SCALE: 1/8' • 1 -0' 4 TO WEATHER HORIZONTAL SIDING PAINT MAIN BODY COLOR RECTANGULAR STONE -¥ENEER ASPHALT SHINGLE ROOF - 4-TO WEATHER HORIZONTAL- SIDING. PAINT MAIN BODY COLOR 6,8- TO WEATHER HORIZONTAL SIDING ASPHALT SHINGLE ROOF - RECTANGULAR STONE VENEER - d \/2\ \ / TO WEATHER HORIZONTAL SIDING PAINT ACCENT COLOR 28 b Sa.LON il 11 11 11 31%01 .1 01 WI W -- -Ii a 5 1- EMmis /5El 0%26 b:. _ 1-1 8 8 m =H= m 4 O . ---- P CAl 2% -2 k 31VO ---- r 3 h TYPICAL 4 UNIT BLDG - SIDE ELEVATION r 1 h TYPICAL 4 UNIT BLDG - FRONT ELEVATIONSDP-8.lj' SCALE: 1/8· = 1'-0-SDP-8. j/' SCALE: 1/8- = 1'-0 NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS ¤%09:im ii. dill-9-mlm ,, PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED FENESTRATION FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE MASONRY VENEER 1 26%FRONT ELEVATION /13%LEFT ELEVATION i 33%REAR ELEVATION 213%RIGHT ELEVATION £21%BUILDING AVERAGE SECONDARY MATERIALS - BOARD & BATTEN SIDING. N/A 140%FRONT ELEVATION N/A £49%LEFT ELEVATION N/A /27%REAR ELEVATION N/A £50%RIGHT ELEVATION N/A £41.5%BUILDING AVERAGE N/A SECONDARY MATERIALS, FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE · 6-8. TO WEATHER HORIZONTAL SIDING *26.5% NA /21.5% N/A 112% SECONDARY MATERIALS 4 FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE · ACCENT 4· TO WEATHER HORIZONTAL- SIDING 132% 141% 150% 148% 143% SHEET SF ATTACHED ELEVATIONS SDP-8.1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN T ECTYOF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 6 TOWNSH P 3 SOUTH RANGE 69 WEST, 6TH P.M. ASPHALT SHINGLE ROOFING -1 r--- STONE VENEER r BOARD & BATTEN SIDING /- HORIZONTAL SIDING ASPHALT SHINGLE ROOFING SHiNGLE SIDING BOARD & BATTEN SIDING ASPHALT SHINGLE ROOFING STONE VENEER HORIZONTAL SIDING 1 1 1 / | PLAN 2 - BACKCOUNTRY REQUIRED 1 PROPOSED ' [PLAN-BACKCOUNTRY[REQUIREDLPROPOSEDL__| MASONRY VENEER MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE 18%FRONT ELEVATION |30% CUMULATIVE| 271% A MINIMUM OF 30% MASONRY OF BRICK BRICK VENEER, OR OTHER APPROVED A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER. OR OTHER APPROVED A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS | MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUIREMENT MAYBE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENARE SFD USE AREA THE | THE AVERAGE IS NO LESS THAN 30% FORTHE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVAT1ONS. MASONRY SHALL WRAP A MINIMUM MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM | MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM | OF 4' ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION.| OF 4'ONEACHSIDE ELEVATION. 6 PLAN 1 - CAPE COD - FRONT ELEVATION /7\ PLAN 2 - BACKCOUNTRY RANCH - FRONT ELEVATION /7\ PLAN 3 - BACKCOUNTRY RANCH - FRONT ELEVATION DP-7.1 SCALE: 1/8- = 1'-0-SCALE: 1/8=1'-0-SCALE: 1/8 = 10-0' 4444 STONE VENEER ASPHALT SHINGLE ROOFING SHINGLE SIDING HORIZONTAL SIDING ASPHALT SHINGLE ROOFING SHINGLE SIDING BRICK VENEER HORIZONTAL. SIDING SHINGLE SIDING RRSR t; 9 @ 25 ... 0 b MASONRY VENEER ASPHALT SHINGLE ROOFING BOARD & BAUEN SIDING BRICK VENEER HORIZONTAL SIDING =%m5 0 8 8 0 1 41-CRAFTSMANREOUIRED1*4«] i PLAN 2 - CAPE COD REQUIRED PROPOSED , UE-GRAFTSMANREQUIREDPROPOSED SONRY VENEER LEEMEYENEER FRONTELEVATION FRONT ELEVATION | 30% CUMULATIVE| I 18% A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER, OR OTHER APPROVED A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER. OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. ™IS MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENnRE SFD USE AREA- THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA, THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM MAXIMUM VARIETY AMONG ELEVATIONS, MASONRY SHALL WRAP A MINIMUM MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION.OF 4· ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION. SHEET SF DETACHED /7\ PLAN 1 - CRAFTSMAN - FRONT ELEVATION 3-PLAN-2.--CAPE-COD--FRONT ELEVATION /2\ PLAN 3 - CRAFTSMAN - FRONT ELEVATION ELEVATIONS SDP-7.1 EQ. EQ.aNV7233aN 26' 0· TO MIDPOINT OF GABLE ROOF 13¥0 do /NI + TOOhi 319'09 60 NIOd<]114 01.6 .92 S31ON 03 EQ. EQ.MIDPOINT OF GABLE ROOF 318¥9 jO INIOdOWI O .0 .ZZ OOZI 31818 3 ./.-01 NV-Id 1NBINdO hi lIVnD OCIV"0100 *39(]Ihl 1V3HM0 01=1103dS GEND 42 0 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE 1)111)1+Ka A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M SYMBOL |COMMON NAME 1 QTy. DECIDUOUS DECIDUOUS TREES TREE ROA NORTHERN RED OAK 1 YEL AMERICAN YELLOWWOOD 3MATCHLINE SHEET SDP-5 .1 . TOTAL· 101 1 1 WESTERN HACKBERRY 31 i 1 CAL WESTERN CATALPA 3 EVERGREEN »/ORNAMENTALTREES TREES - AUr R,fr RUSSIAN HAWTHORN 4|AUTUMN BLAZE PEAR 2 1 -TOTAL 6 0 *0 0 ¤C DECIDUOUS | j' DECIDUOUS SHRUBS SHRUBS L..7 SSK |SASKATOON SERVICEBERRY 11 WSC |WESTERN SAND CHERRY 19EVERGREEN · -1 --: --GRO-LOW FRAGRANT SUMAC 24 TOTAL: 54SHRUBS I EVERGREEN SHRUBS · · 5 BO |BLUECHIP JUNIPER |17ORNAMENTAL GRASSES 1 ·: 1 I 17 PERENNIALS /2. . 1 1 - 5*1_ 1. TURF SOD -1 gNATIVE SEED ROCK MULCH COBBLE MULCH -/ WOOMULCH PERMEABLE PAVERS 7.-435-4 rit - (1) ROA - (3) GUS - (2) AUT MAIL KIOSK (TYP.) FPIT TOTAU - 18 44. 1 1 6--'hJ E 1 & (11)SSK (8) WSC (3) YEL L 1(4) RHT -_ /\1 1- n i LANDSCAPE EDGER CONCRETE SIDEWALK -Dek,Uk'ef:*PR#/9/ TRASH RECEPTACLE BENCH 4 - ---L - - W. 53RD PLACE - MAIL KIOSK PET WASTE STATION PROPOSED SIGN I./I-•--0/N-- .-'7. -71 Ti--··--1 PROPOSED HYDRANT 6' PRIVACY FENCE . 4· THREE RAIL FENCE PROPERTY UNE EXISTING STRUCTURE -n _PROPOSED RETAINING _ - - .S TO REMAIN 1 -r WALL, SEE CIVIL , ---./-/'16464,64&29//66165/6/6/'baA/*SEE /- (5)BCJ ./,1 1 h91>2 1 /- r-/-r-- {5) GLQ RETAINING WALL. SEE C DETENTION BASIN: SEE CIVIL J .... i 1\ NOTE REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATiON ON MATERIALS .a »P I 4 4 8 . d 3 .L#489Wd)004(W¥)- - -*4AAI- - %(¥W>ol _ -*_ i / (.¥ AWEE)(320 \»A.JA 4?LA14*f>- O -,·''A4•U TYPICAL SINGLE FAMILY ATTACHED r>&kt- BACKYARD BY HOMEOWNER TYPICAL SINGLE FAMILY DETACHED 10 20 00.00 CIVIL 111 il 21 8 9$1 51 R .U 0 00¤¤P (2) HAC '7 ***t 4 - (5) BCJ 1 Z MAINTENANCE -1 :2222:m ACCESS ROAD \. ™\1 &228$82 >01 T- (5) GLS 1 r- (3) CAL SPILLWAY SEE CIVIL (1) HAC »294202 1 N TYPICAL RESIDENTIAL LEGEND -SCALE: 1 = 10 SINGLE FAMILY DETACHED DEC]DUOUS A EVERGREEN LARGE I SMALL A EVERGREEN .*ORNAMENTAL •PERENNIALS 1 - ORNAMENTALTREE (2'r CAL) OR DWARF CONIFEROUS TREE (6·) TREE ' TREES DECIDUOUS DECIDUOUS U SHRUBS GRASSES 7 - SHRUBS (#5) <SHEET SHRUI SHRUBS 17 - PERENNIALS/ORNAMENTAL GRASSES (#1)/f-- TURF soo |-1 ROCK MULCH wOOD MULC.1 - LANDSCAPE EDGER SINGLE FAMILY ATTACHED o g LANDSCAPE 5 - ORNAMENTAL TREE (2'· CAL) OR DWARF CONIFEROUS TREE (6·) 64 - SHRUBS {#5)TYPICAL RESIDENTIAL LANDSCAPE NOTES 96 - PERENNIALS/ORNAMENTAL GRASSES (#1) 0 5 PLAN 1 PLANT SPECIES WILL BE DETERMINED AT THE TIME OF BUILDING PERMiT SCALE: 1- = 20 8 SDP-62 PLANT MATERIAL TO ALIGN WITH THE SPECIES IDENTIFIED IN THE OVERALL PLANT SCHEDULE FOR THE DEVELOPMENT SCALE· 1 = 10 0 7F 0OI 0 5 10 10 20 (3) BCJ - WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE D-[1 DESIGh A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M.SYNEOL |COMMON NANE 1 QlY. DECIDUOUS TREES 252=-BPJ PARKLAND PIUAR BIRCH 4 j g<W. 54TH AVENUE _ - ROA NORTHERN REDOAK 5 - TOTAL 9 ' ORNAIVENTALTREESLOOL- 'TOTAL 12 AUT |CHANTICLEER PEAR'AUTUMN BLAZE' |12 1 EVERGREEN TREES CITY OF ARVADA BSP |BAKERI SPRUCE 1 21 TOTAL 2 DECIDUOUS SHRUBS GMC GREEN MOUND CURRANT 58 Z GLS GRO-LOW FRAGRANTSUMAC 29 SYP MISS KIM ULAC 8 TOTAL: 95 EVERGREEN SHRUBS BO |BLUE CHIP JUNIPER 1 32 TOTAL: 32 5 6 7 8 9 1A 17 1R ORNANENTALGRASSES AVG 1 2 3 4 <HEAVY METAL SWITCH GRASS BLUE AVENA GRASS TOTAL: PERENNIALS PER |VIBRANTDOASTER 45 PER |MAGNUS CONEFLOWER 45 PER |MOONBEAMCOREOPSIS 45 PER |UTTLETRUDYCATMNT 45 TOTAL: 180 u,Bag sa,eld le@02 LEGEND «-ff»_- -39-ff- -liff>- -13«_J -f .-L 0\ 1 81 LU./ 5 = -- (4) BCJ W. 53RD DRIVE DECIDUOUS TREE/>- 'AUT /«-n (4) GLS // / MAIL KIOSK (4) GLS - (1) ROA -3 T (TYP) + bo<EVERGREEN ' ' ' 'w TREES 51 81 8 gig DECIDUOUS 1 01% 11 5 l + )An SHRUBS 49/f 1 EVERGREEN SHRUBS 1 ORNAMENTAL GRASSES PERENNIALS eeEeeR 11 12 13 14 15 R...... 2 10 3 QUAIL STREI w TRACT E I 4 0 L 1 TURF SOD ./0/00€ :9 @EEE NATIVE SEED ROCK MULCH 2-™,9.10. COBBLE MULCH ,!8%4ARRN WOOD MULCH Z PERMEABLE PAVERS 5 (4) SYP F (13) GMC n (41} PER /- (1)BSP /- (17) HMS F-- (4) BCJ (9) AV( I (1) BP (8) GM (14)PEI r- (41) PER r r (13) GMC r- (4) SYP r. (12)HMS F- (1) BSPF- (4) BCJXAU (17) AVG - (7) BCJ - 2119 20 (26) PER (14) AVG h -92 (1) ROA.al (3) AUT - |(6) Bal (2) ROA (5) GLS - (3)AUT- TRACT A VE.*01064:6 0 .0 0 ¤C e 22 CLJ %< 0 Z -1 0 1 LANDSCAPE EDGER UJ23 25 26 1 11 SIDEWALK 1 TRASH RECEPTACLE1 BENCH0 4ROA 1 / .' . lilli -231 PROPOSED SIGNL-c- (9) AvG = (9) AVG -(26)PER -7 -(1)BPJ MAIL KIOSK {8) GMC -(14) AVG - (8) GMC-(13) PER · (13) PE PET WASTE STATION9974&5 1TRACT B 1 PROPOSED HYDRANT1.- IV - · -64.-t-L_£k 1 --1-.-....= 6· PRIVACY FENCE1ZL (9) AVS (8>GLS -(2)AUT 12 I 4' THREE RAIL FENCE E- (1) BPJ PROPERTY LINE L- (7) PER · (17) AVG (8) GLS BENCH (TYP ) - \-(8) GMC - (7) BCJ | LANDSCAPE 2 PET AND TRASH -1 · LANDSCAPEEDGERRECEPTACLE (TYP.)EDGER MATCHLINE SHEET SDP-6 1 0 33 32 31 30 29. 28 27 NOTE REFER TO LANDSCAPE NOTES AND MATERIALS SPECiFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS = 20' 0 10 20 SMEET LANDSCAPE PLAN SCALE· 1 3 SDP-5 J- WHEAT RIDGE, COLORADO DETENTION BASIN SEED MIX QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO STREET FRONTAGE BOTANICAL NAME 1 Lymus arenar us Panicurn virgatum Andropogon gerardii 1 Pascopyrum smith,i Schizachynum scopanum ----------=--C====r r7-_, COMMON NAME BLUE LYME GRASS DALLAS BLUES SWITCH GRASS BIG BLUESTEM WESTERN WHEAT GRASS LITTLE BLUESTEM LANDSCAPE AREA TABLE 1 TOTAL LOT AREA | TOTAL LANDSCAPED AREA OF LIVING AREA VEGETATION 262 669 SF / 603 AC 32,285 SF / 74 AC 27,119 SF - W. 54TH AVENUE A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, AREA OF NON-LIVING I VEGETATION OVERALL PLANT SCHEDULE 5,166 SF EMBOLICOAAMONNAME IDECIDUOUS TREESEwr-TPARKIANDPIGARBIRCH NORTHERN RED OAK | HAC WESTERN HACKBERRy BOTANICALNAME IBEMAX-PiATYPHYWA-JiFFARK'- IQUERCUS RUBRA CLADRASTIS KENTUKEA CATALPA SPECIOSA CELTIS OCCIDENTAUS REQUIRED PROVIDED QUAIL STREET STREET TREES 13 (383 LF/30) 1 4 TOTAL I 13 (383 LF/30) I 13* · THE ADDITIONAL NINE (9) TREES ARE ACCOUNTED FOR IN THE FRONT YARD LANDSCAPING OF THE SFA AND SFD UNITSQTY.SIZE HEIGHT WIDTH LANDSEXPEREGOTREMENTS- ff--Ret-54-5--1 ELE 3 2" CAL 59 300 33 3 2"CAL 60. 40 TREES 35(32,285 SF/1.000) 1 2 3 4 5 6 7 8 9 I lili --2--1 1'11 3 1 I W. 53RD DRIVE- ---- IORNAMENTAL TREES AUTAUTUMNBUR-PEAR - --7 1 EVERGREENTREES EW:FURUSSIANHAWTHORN | EEDUOUSSESS ralWESTERN-SANDCHERRY-SiBSASBATOON SERVICEBERRY L-SYL_ME-KIMULAC -- [WiksREEN SHRUBS= FinBLUEAVENA GRASS- ORIJAMENTALERASSES 1 ERENNIALS-PERVIBRANT-EMEASTER MAGNUS CONEFLOWER |MOONBEAM COREOPSIS -GiEF¥RE-EXTWN¥ ---SHEET---21 SDP-5 It 1 11 11 12 13 10 TOTALI |SHRUBS 323 1 PYRUSCALLERYANA'AUTUMNBLAZE |CRATAEGUS AMBIGUA | 4 |SCLUMP| 15' | 15' | SHRUB REQUIREMENT NOTE TOTAL 18 ORNAMENTAL GRASSES HAVE BEEN UPSIZED TO #5 CONTAINERS U=ZE===44«lul TO COUNT TOWARD THE REQUIRED SHRUB COUNT 1 TOTAL 2 RIBES ALPINUM'GREEN MOUND 1581#5 Ir 13'11AMELANCHIERALNIFOUA11510-1519 ]PRUNUS BESSEYI |SYRINGA PATULA 'MISS KIM | 8 | 05 | 5 | 5 | TOTAL 149 |JUNIPERUS HORIZONTAUS'BLUE CHIP' •c TOTAL 49 6"XE'Xe· POST 7 F Z·Xe· TOP CAP IHEUCTOTRICHON SEI,FERVIRENS WI™ 1- BEVEL - 1-0<4- PICKETS 2'X4·' RAILS n \ TOTAL:127 1 \ / / r 1·X4·· FASCIA IASTER NOVAE-ANGUEA VIBRANT DOME'ILIECHINACEA PURPUREA'MAGNUS' |COREOPSIS VER-naUATA'MOONBEAM INEPATAPSFIKE'PLAN ENLARGEMENT- 1 0T01 u!688 sa,eld lea 1-2-411111 1 IVr 1 Ill 1 2 1 1 t' 1119-4---1 1 77-©-7--f 1 1 LANDSCAPE NOTES AND MATERIAL SPECIFICATIONS 11 JI 5 19 20 21 22 1 23. 24 25 1 26 1 ORGANIC SOIL AMENDMENTS, TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL1 11 -AMENDMENT,TOADEPTH-OF SIX (6) INCHES. FOR EACH 1.000 SQUARE FEET OF SOIL PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF, NATIVE SEED. TREE. SHRUG PLANTING BEDS IN THEIR ENTIRETY. ANNUAL, -4-1-Le-06.2--1 FT' 11§1111 - 1 VINE ANDGROUNDCOVERAREAS(IFAPPLICABLE) ASWELLASALLTREELAVAS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTY 1 f-m THE ORGANIC SOIL AMENDMENT SHALL BE A CLASS I OR 11 COMPOST ™ATi - MEETS THE U.S. COMPOSTING COUNCIL S TESTING REQUIREMENTS. THECLCOMPOST MUST BE PRODUCED AT A COMPOSTING FACILITY THAT MEETS U S EPA 40 CFR 503.13 REQUIREMENTS (TABLES 1&3 LEVELS) FOR THE PRODUCTION AND MARKETING OF CLASS A MATERIAL FOR UNRESTRICTED USE AND DISTRIBUTION ORGANIC FERTILIZER AND SOIL CONDITIONERS UTILIZE GRANULAR ENDO 1_31 - --30-.11-22__27 Ill 1 MYCORRHIZAE, BIOSOL FORTE (7-2-1). AND MENEFEE GRANULAR HUMATE, OR APPROVED EQUAL. AS PART OF THE PLANTING PROCESS FOR ALL TREES, SHRUBS, AND SEEDED AREAS TURF SOD LONG-TERM DROUGHT TOLERANT KENTUCI« BLUEGRASS BLEND 8 lilli 1 lili O II 11 - -- -- 1 RECOMMEND GRAFF'S TREE FARM (GTF) 4-WAY BLEND, GREEN VALLEY TURF COLORADO BLUE™.OR APPROVED EQUAL.:Al III'WOOD MULCH. WOOD MULCH WILL BE ·CASCADE CEDAR MULCH', A I DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWNI IN APPEARANCE WITH A 8 FINE TEXTURED -HAIR-LIKE· LOOK THE WOOD FIBERS WILL BE APPROXIMATELY 1 W -3 * IN LENGTH AND BE UNIFORM IN o =ltir o APPEARANCE INSTALL TO A DEPTH (3·) INCHES m: Al. el c·.$. 11 Lit] 12 C3 ROVED 2 -AL: 180 8· O C MAX, EQ 13 13 35 1 36 1 371 42 14 14 TRAC 511 !1 8F 67')6')<9' POST WITH 1" BEVEL RI L J' 2I.11;IRI,1"X4" FASCIA 1"X4" PICKETS ./102053> 2'X4" RAILS, BEHIND (1YP )WI////9mmmmm& **Reem r FINISH GRADE 9 - C... U'. - 22448%82 / 0.01 ..0 . .0":.0.0-88*2=S NOTE14" 0 CONCRETE FOOT]NGS WITH DEPTH 1/3RD HEIGHT OF FENCE < FRONT ELEVATION Privacy Fence Detail SCALE· 1/2·=1·4 ;: ROCK MULCH 11/2·· MOUNTAIN RIVER ROCK MULCH OVER WEED BARRIERFABRIC INSTALL TO A DEPTH OF (3") THREE INCHES WHERE SPECIFIED - COBBLE MULCH· 3"·6" MOUNTAIN GRANITE COB8LE OVER WEED BARRIER I FABRIC111-17-4= 2 -11 - -W. 53RD PLACE - +1-C .,LANDSCAPE EC)GER: EDGER TO BE 3/16"16" HOT-DIPPED GALVANIZED METAL EDGING WITH AN INTEGRATED HOT.DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4 STAKES PER SECTION) COLOR BLACK WEED BARRIER FABRIC TO BE A NON'AOVEN GEOTEXTILE COMPOSED OF POLYPROPYLENE FIBERS 6 IRRIGATION A BELOW GROUND FULLY AUTOMATED IRRIGATION SYSTEM WILL BE INSTALLED IN ALL LANDSCAPED AREAS UTILIZING WATER.CONSERVING SYSTEMS SUCH AS TRICKLE (DRIP) IRRIGATION TO WATER ALL SHRUBS AND TREE PLANTINGS RAIN SENSORS WILL BE USED TO AUTOMATICALLY SHUT NTION 7 1 U I MAXIMIZE WATER USE EFFICIENCY, THE IRRIGATION SYSTEM WILL BE DOWN THE IRRIGATION SYSTEM DURING PERIODS OF HIGH MOISTURE TO DESIGNED WITH A HIGH APPUCATION EFFICIENCY AND WITH ZONES THAT CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT VISIBLE FROM PUBLIC STREETS OR PARKING LOTS -----'--'--' If,THE LANDSCAPED AREAS, INCLUDING ALL ADJACENT ROW LANDSCAPE, WILL SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZED FOR PEDESTRIAN COMFORT1 SAFETY AND WATER CONSERVATION (NOT A PART OF THIS SDP) BE MAINTAINED BY THE DEVELOPER OR ASSIGNS SHEET j0 SDP-6 43 LEZZL e Klc) .1 lili QTQCCT 8 D 0 80.C E h: DETE POND 71 e Three Rail Fence Detail SCALE 112 =1'4 6"XE'XE' POSTWITH 1" BEVEL (3) 2"XE" RAILS,BEHIND (TYP ) r FINISH GRADE NOTE 14·· 0 CONCRETE FOOTINGS VATH DEPTH 1/3RD HEIGHT OF FENCE |8- 1 lilli 1 1111 1 4 eCal.Imil -=I---I-I--,---I 5332 QUAIL STREE- 12-- 1 2, DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM - - SIDEWALKS AND PLANTING BEDS EVERGREEN TREES WILL BE PLANTED A 0:l MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES DECIDUOUS <C TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS: SHEET EVERGREEN TREES A MINIMUM OF 10 FEET SHRUBS WILL BE PLANTED A g I LANDSCAPE MINIMUM FOUR (41) FEET FROM SIDEWALKS, PLANTING BED EDGES. EDGE OF BUILDINGS OR ONE-HALF THEIR MATURE WIDTH. WHICHEVER IS GREATER 0 20 40 80 5 | PLANSPACING FOR PLANT PLACEMENT WILL BE MEASURED FROM THE CENTERLINE 5 OF THE PLANT SCALE· 1" = 40'8 1 SDP-4 6 7 WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO Dll 1)1 SIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 8' UTILITY ESMT 7 PROPERTY LINE (TYP.) 50' MIN 25 '11 _,1- 1-1 - --- 5' SETBACK (TYP1 15'SETBACKJ 50 MIN DEVELOPMENT STANDARDS: 1 USE AREAS i USE AREA"A'· IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS LOTS 1-14 BCRDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT i, USE AREA·'8" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES ESE.=· ;=2= 1 1 1 1 1---1 1 1 [11 %11 1-2 1 11 1 %134 +114 1 TYPICAL SINGLE FAMILY k 6 R'%54\DETACHED RESIDENCE 46'LOT UNE (TYP.) -11 1 1 1 1 ACCESS ESMT / ROW 0.5 I € 25.31.- 2,1110' ,13 1 - 0' R.OW I 1 [2 5 ,2.5 25'1 2,11 -I-'1-61-1-11'11'-7-61-77-5,1 2 MAXIMUM HEIGHT 35 FEET 3 SFDMINIMUM LOT AREA 4.500 SQUARE FEET i 4 SFD MINIMUM LOT WIDTH 50 FEET 111 5 SFD MAXIMUM BUILDING COVERAGE 60% 6 SFDMAXIMUM DENSITY- 14 UNITS Z 3 7 SFA MAXIMUM DENSITY 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS. SHOWN CONCEPTUALLY AS SFAl- 10) 8 MINIMUM SETBACKS (MEASURED TO FOUNDATION) [UIL _1 18 10· SETBACK -IC 16' TYP --$ 1-4 -74- 1..] 26 5' CL TO ROW 15'_510· SETBACK 4-,tr ROW- 18 10' SETBACM 1 3% 6- VERTICAL CAG (TYPE 2) J W/ SIDEWALK QUAIL STREET INTERIM SECTION #1 W/0 PARKING 6·' VERTICAL CAG (TYPE 23 _ W/ SIDEWALK PIERSON COURT & 53RD DRIVE TYPICAL LOCAL SECTION i SINGLE FAMILY DETACHED a FRONT SETBACK = 10' b FRONT SETBACKS SHALL STAGGER A MINIMUM OF 2 5 FEET NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK c SIDE SETBACK = 5 d REAR SETBACK = 15 e MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK f MAXIMUM DRIVEWAY WIDTH = 18 g BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE 1 LS' ATTACHED WALK 6+ UTILITY LDRIVEWAY CUT (TYP.) ESMT, (TYP.) --- SINGLE FAMILY DETACHED LOT SCHEMATIC 20 4 TYPICAL- SINI ATTACHEDF L i 47 R O.W 1. 4. r,20 5/1.- 1 2· 2.5 25'1 21 LL LL 1 11 1 i SINGLE FAMILY ATTACHED INDIVIDUAL_ SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI.UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW I a FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10 25{ 1 & , b FRONT OR SIDE SETBACK FACING OPEN SPACE = 5 ' c REAR SETBACK FACING ALLEY = 0'4 k ili| d MINIMUM BUILDING SEPARATION = 10 ,213 e BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH .41 SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE /5 ATTACHEDWALK 1 j . .2 I 4 ·. ·· LOT LINE 7 10·SETBACK -1 ' 4- LI OO 00 46· ACCESS ESMT / ROW 05 15 - 13' 25_ - 2%2% ir 1 1 1 4==2-1 9 PARKING119= i OFF-STREET PARKING ALL HOMES WILL HAVE T·WO-CAR GARAGES 125·ROW-I Wl SIDEWALK ii VISITOR PARKING ,-7 a SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDEDV,10/ SIDEWALK 53RD PLACE INTERIM WITHIN DRIVEWAY OR ONI-STREET b SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER r-<TYPICAL LOCAL SECTION 9 VISITOR PARKING· meg LU Nia El 1 33% Ill10'SETBACK-6·· VERTICAL C&G (TYPE 2) - 11' a SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 OFF-STREET -30'ALLEY-IL LANDSCAPE AREA J SPACES PROVIDED5· SETBA 31< j 57.5. L SIDEWALK b SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN 3LE FAMILY - i QUAIL STREET DRIVEWAY OR ON-STREET 2ESIDENCE INTERIM SECTION #2 LU 10 LANDSCAPING,| L W/ DETACHED WALK 5 24·TRACT i SFAMINIMUM OPEN SPACE 30% AND W/O PARKING -(ACCESS AND UTILITIES) - ii ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING 1 1 1-1 30· UTILITY ESMT - --- -24·A-LEY LOT LINE 461 ./1 1 ACCESS ESMT / ROW 3% SINGLE FAMILY ATTACHED LOT SCHEMATIC 1 1" = 20'-1 3 13'- W I0 - 9 -2%2% %* EE 00 125'ROW.-4 \ FS 2.5· 2,1 .1 24' ALLEY 30' TRACT (ACCESS AND UTILITIES) -10 1 1 15'- 2%-3.i O REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS 11 EXTERIOR LIGHTING ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS 12 SIGNAGE ALL SIGDIAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN i MAXIMUM NUMBER 1 ti MAXIMUM SIGN AREA 36 S F D iii MINIMUM SETBACK 0' (SHALL NOT INTERFERE WITH SIGHT DtSTANCE TRIANGLE) iv MAXIMUM HEIGHT 5' -O 13 FENCING ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF V,HEAT RIDGE CODE OF LAWS ¥ 2 4 4 Ma:&:Re.X 9 - ..... :ARARRR 5:8:me# W.46 ACCESS ESMT / ROW 0.5 € ···-13 ·13'1 L 6'· VERTICAL CURB J 6·· VERTICAL C&G (TYPE 2) j W/ 2· PAN W/ SIDEWALK QUAIL STREET FULL SECTION W/O PARKING r NORTH OF 53RD AVENUE Q :1 il1 66 6 65' /ROW Ro-4 6" VERTICAL C&G (TYPE 2) J 14 ARCHITECTURAL AND STREETSCAPE DESIGN W/ SIDEWALK 30' ALLEYQUAIL STREET i STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN INTERIM SECTION #3 MANUAL W/ PARKING u SINGLE FAMILY DETACHED ARCHITECTURE a FACADES FACING PUBLIC R O.W AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES b NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION c A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER. STUCCO. STONE. STONE VENEER. SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRYJ CY H -7--11 )) t 1 [1 - r--1 [1] 1 REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS MASONRY SHALL WRAP A MINIMUM OF 4· ON SIDE ELEVATIONS &1 -1 112 €---12&%J //\ L _1412-J j R iii SINGLE FAMILY ATTACHED ARCHITECTURE 111'Ill a WILL COMPLY WITH CHAPTER 4 3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES - 3 -4-- 2% 6- VERTICAL CURB 6'· VERTICAL C&G rrPfpEn _ W/ 2· PAN W SIDEWALK SECTION #1 - 46· 1 IL. - SECTION #3 - - - SECTION #2 - - SECTION #3 - b FRONT Doof·,3 SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN ACCESS ESMT / ROW QUAIL STREET I SPACE30'r" t 25 L /, 8 C 13 13·-t'-- SHEET SITE PLAN QUAIL STREET FULL SECTION W/ PARKING BOTH SIDES NORTH OF 53RD AVE QUAIL STREET INTERIM SECTION KEY MAP 1" = 40'Z Know what's below. Ca|1 before you dig. DETAILS SDP-3 1 Uy WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M CITY OF ARVADA 3 -1 i. 8· CROSSPAN 3 TRACT 0 - SDfLINE ESTATES n W. 54TH AVENUE 71\ 1R25-1 5' BIKE LANE-FILING NO. 1 (RIGHT OF WAY VARIES)EXISTING LEGEND PROPERTY LINE GENERAL NOTES 1 TRACT A AND B SHALL BE FOR LANDSCAPING AND WILL BE OWNED AND MAINTAINED BY THE HOA. 2 TRACT E IS FOR PRIVATE ALLEY IMPROVEMENTS AND ACCESS AND SHALL BE OWNED AND MAINTAINED BY THE HOA 3 TRACT D SHALL BE FOR DRAINAGE AND CONTAIN A DRAINAGE EASEMENT FOR DETENTION AND WATER QUALITY POND THE TRACT WILL BE OWNED AND MAINTAINED BY THE HOA 4 REFER TO LANDSCAPE PLANS FOR FENCE LOCATIONS 5 FIREE HYDRANTS SHALL BE INSTALLED AND MADE OPERATIONAL TO PROVIDE THE MINIMUM REQUIRED FIRE- FLOW PRIOR TO COMMENCING CONSTRUCTION ABOVE GRADE 6.5·R.OW. DEDICATION PER PLAT TYPE 3 CURB RAMP --= 8' WIDE ON-STREET PARKING 1, 9 \N89•3T29"E 471.14' 4 5550 5000'50 00'50 00'50 00'1 - 1214- 902162 3-- 2% (TYP)f -1.11114 TYPE 3 , /,- 4' CROSSPAN 88g 3 4 55 4.6. 1 4.516* SF E 4,521* SF 4.527* SF CURB MP L/1.-CURBI=* L.-_r (Ni,PPE3_4jlu-14-»50.00rER+HT,7 31 .-7 h99«=.71*717-3 8· WIDE Of+STREET 21 F PARKING d IW. 53RD DRIVE 1 E ES Ze 1 R15·-/ 11.78·-/ R15,7 - -,/ 110' 1111 -Rlz/41 5000 --- 07 E M 6 4,532* SF TYPE 2 CURB RAMP 1 I L -p e=f 956 1 1 n 50.00 50.00 59.14' |7-- r -1 r 7 F -1 1 TRACTA 0 0:4.53&. 1 9 44. S 8.621*. CONCRETE - - DWX ENTRANCECDOT TYPE 3 (TYP) | LOT 16- -5000'-/.6 Ill711 i i,422\J ] I 1 TYPE 1 / CURB RAMP 19%11 -- -- ROW - - - - - - - - - LOT LINE ----- EASEMENT EDGE OF PAVEMENT CURBAND GU11-ER 1 Ce FENCE PROPOSED LEGEND PROPERTY LINE ROW LOT LINE 1 SETBACK EASEMENT CURB AND GUTTER ASPHALT PAVEMENT - 46' ROWBY 5800'37 47'18.29· 1829 3245'32.45 1829' 1829'37 46' 1 MATCHLINE SEPARATE DOCUMENT CONCRETE PAVEMENT;7 -4REC #SEE BELOW RIGHT 8 5 4 | 8 - 5 87 : 18 | | . | | 4 CONCRETE SIDEWALK <, (WITHIN THE 580 11.12.13.14 | 12. 12* 1.052* 2.154*SF 11 / 1:512RNSR] LANDSCAPEARELACITY OF ARVADA) 2 2.1 sf 1,052* 1.062*1866* SF 1,177* IF SF SF SF SF 7 009*IF 112 1 1 EX 8· UTILITY5800·1571' [ 3 1 27.47 1829· 18.29 32.45 1829' 1829'3746+1 J ESMT. 1,061*SF46' ROW BY .1,11:. , .. 58 00' --v i.:.i j . IUJ 1 l 2/ /1 4.14 N TRACT E LOT 14SEPARATE DOCUMENT C/TYOF ARVADA #1 - - <REC #m k: \4 . 91// twl/7 0/111 UN·/k 19.574* SF (WITHIN THE -11 L 3245·1%19 1%13 1 12 1 1.14 1 i 177* IF 1829· 18.Mr --10450' CITY OF ARVADA) D 1 6· j I 58.00 .0 MATCHL»IEN N -CONCRETE \5::5 5 DWY ENTRANCE EX.200 / SEE BELOW LEFT .1,I F i.2.F 20 21 23 24 25 CDOT TYPE 3 (TYP)11 11 DRA;NAGE ESMT.1 i 33& 19 *. 1,866*SF | 1.866*SF 1.32 1.:2 -1='IN580011 2 154* SF I <21 -553&*IF 8' U.E.·0 1 . 3 1 -Fanx 3747 1829' 1829 32 45'32 45'-1 829LliE 3746 1 -m'"11 --10447 -jt--i 1 3 LOT 13 1 H. 125'R.O.VV 13'171-1 . I-·:·T-RAcf» 1 lIU DEDICATION PERPLAT,1 153 | ' fLANCirA·.·.LANDSCAPEAREA·.f,r=F===•.9....· ....:ITY€i -71 1106390 SF + :. L CURB RAMP *1 18 ! |-=-9=«---CE-1 /STNET LIGHT (TYP) SE ACK531829· 18.29· 3746' -- Cr,rl 5,53&* IF 1 '8 Z37 47'18.29· 18.29 3245 3246' 12 -. TRACT F -1 e in w 2 2,181* SE1 30' DENVER E 33 1.01 % 1 9 3 ty ·e- 1=-r 11 J --4 1- 1 y ®- 6 1 -FEC WATER EASEMENT i le 1.542*SF Ul (BY SEPARATE DOCUMENT)- i 1 p I 5800 ,1,866* SF 1.05.34 lry 3 k m(WITHIN THE SF 2 9 1 CITY OF WHEAT RIDGE) T 2-Gr'58'fl- 8 en - 1 GE A ·· 14 1 1,177*Sp |2.133*/F Q D 31 13246 18 29· 18.29'3746'10 : N - .m U.D. ' 0 5800· 9 5.534* SFa NO°15'01'W 480.24'9=< 'm 1 8 0 Wil/:641*Al-/ifititlfli.tX. '1 6· U E LOU -3 14U | 1.061* SF / 1 t.58 00· I 1¢*4377»5«f @ 4 -104 40'8' WIDE ON-STREET I ' 16 1 9 3 2/ 4/10./10 Z.9 | | 3246' 18.29· 18.29' 37.46'| LI,1 - - -- 1 1 1 v g..PARKING ---34 r - 18 1,177*IF N 15.71· cn u, w w 69 %0 20 u 1 - SETBACK (TYP) 1 lull 1 91 2 -- LESL_-3 - -- - , -10437'-f2 | | SETBACK (TYP) - 4 1 58 00-CO m N . -3Izi-r-| 4' CROSSPAN 7 3 3 1 51--53 ROW- 1 1 Q 29 R ATYPE 3 10 y 2.159* IF 1.062* 1.061*1056 1.055*2156* SF .1 5.533* SF ...35 37 47' 4: % L.1 16 340.41.42 r26.5--26!1 -/ .0 614 g | LOT. 212CURB RAMP SF SF k Co 88 tl---___5800·1829' 1829 3245'3246 18.29 1829·3746- |37 li m8CROSSPAN- RO-14' .3 11 1 3 4215 11 1 1 92=2 R15'i 8' U EJ- - 1 1!11 - L PROPOSED WALL | |- LOT 10 ROW BY /01 1 5-155 \ W 53RD PLACE IN I SEPARATE DOCUMENT/ @%E 889•32·53"w 40.00·-t---- 4 1 CURB RAMP |LOT. | , ,-R 15'I -TYPE 18 | Ej '1 Z REC#1 tn*44 i F' 'L \N89·32'53-E 273.50' 575' \ i -(WITHIN THE |2 EXISTING ROW -.. -CITY OF ARVADA) TO REMAIN L MODIFIED TYPE 3 8'WIDEON-STRE| 111 NI I E 1,567*SF | 1\-389°32'53'W 7.69' OCURB RAMP TRACT C PARKING 1 1 /\ m 1 k8@ k T UJ 1 2 a T ll¥nO ZEES EBHdOiSIUHJ 3Y3 3245' 1 1 3245' 22 5750'- 2747 45 71 19 /1 0 .1 il H F.iil .000£ k 000£00 ES_ 71 41 LOTG 2747' 1829' 1829' ./1,11411 l·IllitfNIA Rlo' R10'j 31 1.866 SF 24 024 38 -10444' 13 41 9% LOT 12 0 k LOT 11 18 1NnO ZEES ki31>IDINLS 8 HaHdOISIBHO t 1 NO°15'01"W 19.63'j l 15· EXISTING ROW' j 1 TOREMA//v 46' ROW BYSEPARATE DOCUMENTREC.# (WITHIN THE CITY OF ARVADA) - PROPOSED WALL £57 QuusT ® 1 -53' ROW --TRACT D L STREET LIGHT (TYP)M·bE,TRDGE CO 43 , -- .6 5'-··-26 f 14-1 DETENTION POND77.JOEL L LUBKER (NOT A PART OF SOP) 1 21.921*IF / 23 43760* SF 1 -38'-DAWN R LUBKER NO•15'01-W 160.00'----li e 10' TEMPORARY GRADING AND CONSTRUCTION 1EASEMENT .t \ a 40'R,O.,R (BY SEPARATE DOCUMENT) -1 - 1 REC Na 572675. P. 15 1 ,23 6 20 S89°32'53"W 149.24· NO°16'48"W 277.98 5332 QUA#L ST TRACT FWHEAT RIDGE CO 2,181*SFCHRISTOPHER B STRICKLER LOT 9 LOT 2 LOTB N LOT 7 S+ a 1 -1 i SHFET MATCHLINE MATCHLINE Know what's below, t 8,0SEE ABOVE LEFT SEE ABOVE RIGHT Ca|| before you dig.SCALE· 1 = 40' WHEAT RIDGE, COLORADO OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES. RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THTS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M PROJECT TEAM - --- DEVELOPER - -; 2,81<71 LEGAL DESCRIPTION A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN. CITY OF ARVADA COUNTY OF JEFFERSON, STATE OF COLORADO MORE PARTICulARLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, THENCE SOUTH 45·31·44" EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER. OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING THENCE NORTH 89*37·29" EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYUNE LAWS KOLBY O'HERRON SENIOR VICE PRESIDENT CDL HOMES, INC. DBA WONDERLAND HOMES STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF i A D 20 BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES NOTARY PUBLIC SURVEYOR'S CERTIFICATE 1, DON HULSEY DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. INFORMATION AND BELIEF. IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY SIGNATURE COUNTY CLERK AND RECORDERS CERTIFICATE STATE OF COLORADO ) >SS COUNTY OF JEFFERSON ) 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN COLORADO AT O'CLOCK -.M. ON THE DAY OF .20 AD..IN BOOK , PAGE , RECEPTION NO JEFFERSON COUNTY CLERK AND RECORDER BY DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF .20__, BY THE WHEAT RIDGE PLANNING COMMISSION CHAIRPERSON Wondenand Homes 8246 NoRMeld Bouldevard Denver, Co 80238 303 567 7636 voice Contact:Kolby O'Herron Email OHerron@wonderlandhomes com CIVIL ENGINEER Redland 1500 West Canal Court Littleton, Colorado 80120 720 283 6783 voice Contact Travis Fraz]IP E Email tfrazier@redland com ARCHITECT DTJ Design 3101 Ins Avenue. Suite 130 Boulder, Co 80301 303443 7533 voice Contact David VAN,ams Email· dwilliams@dtjdesign com LANDSCAPE ARCHITECT Redand 1500 West Car;al Court Uttleton, Colorado 80120 720 283 6783 voice Contact Susan Wade Email swade@redland com SURVEYOR Aztec Consultants, Inc 300 East Mineral Avenue, Suite 1 Uttleton, Colorado 80122 7208366111 voice Contact Don Husley, PLS Email dhulsey@aztecconsultants com ALLOWED USES 1 INTENT 11 THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUAUTY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE.FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES 2 USES 21 ALLOWED USES 211 SINGLE-FAMILY DETACHED DWELLING 212 SINGLE-FAMILY ATTACHED DWELLING 213 OPEN SPACE 22 ACCESSORY USES 2,21 HOME OCCUPATION 222 HOUSEHOLD PETS QUASI-PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACIUTIES DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED RV AND BOAT STORAGE ARE NOT ALLOWED CITY CERTIFICATION APPROVED THIS DAY OF 8Y THE CITY OF WHEAT RIDGE ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR . -1 10 -0=G --, dn . 2 It I VICINITY MAP 1" = 2000' sITE DATA TABLE EXISTING LAND LISE AGRICULTUUL PROPOSED LAND USE RBIDENTIAL SINGLE FAMILY ATTACHED RESIDENTIAL UNITS 42 SINGLE FAMILY DETACHED RESIDENTIAL UNITS 14 AREA AREA U CRES/SF)COVERAGE LOT 1 01145 4,988 l.012 0.104 4,510 LOT 3 0.104 4,516 LOT4 0.1(4 4,521 LOT 5 0.lot 4,527 LOT 6 0.101 4,532 LOT 7 0.104 4.97 LOT 8 0.112 4,885 LOT 9 0.198 8.621 LOT 10 0.179 7,809 LOT 11 0.127 5.538 LOT 12 0.127 5,536 LOT 13 0.127 5,534 LOT 14 0.117 5,533 SIN6U FAMILY DETACHED RENDENTIALAREA (TOTAL SFD)1.715 75,587 -9% SINGLE FAMILY ATTACHED RESIDENUAL AREA 1.455 63,380 RESIDENTIAL AREA (TOTAL OF LOTS)1.455 63,380 242% TRACTA (LANDSCAPING}0 Oal 3,523 TRACT B (LANDSCAPING)0.147 6,390 TRACT C (LANDSCAPING)0.036 1,567 TRACT D (DETENnON AND DRAINAGE)0.503 21,921 TU(IF (LANDSCAPING)0.050 2,181 SUBTOTAL OPENSPACE/DETENTION{TOTALOF TRACT)0.817 35.582 1106 TRACT E (ACCESS, Un UnES AND DRAINAGE)0.449 19,574 SUB TOTAL (TOTAL OF TRACT)0.449 19,574 7- RIGHT-OF WAY 1.555 67,726 SUB-TOTAL OF RIGHT OF WAY 1.555 67,726 39% TOTAL 6.011 261,819 100.0% NET DENSITY (DWELLING UNITS PER ACRE)17.4 GROSS DENSITY{DWELLING UNITS PER ACRE)9.3 REQUIRED PROPOSED PARKING STREET 23 28 GARAGE 112 112 1 1 ESTATES FILING NO 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY, THENCE SOUTH 00·12·57- EAST. A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGEE ESTATES RESUBDIVISION RECORDEDAT RECEPTION NO 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE SOUTH 89°32·53" WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY, THENCE NORTH 00·1648·· WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL, THENCE SOUTH 89·32·53·· WEST, A DISTANCE OF 149.24 FEET, THENCE NORTH 00·15'01-WEST, A DISTANCE OF 160.00 FEET. THENCE SOUTH 89'32'53" WEST, A DISTANCE OF 273.50 FEET THENCE NORTH 00'15'01- WEST, A DISTANCE OF 19.63 FEET, THENCE SOUTH 89·32'53- WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY UNE OF THE NORTHWEST QUARTER OF SAID SECTION 16 THENCE NORTH 00°15'01- WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY UNE OF SAID NORTHWEST QUARTER. SECTION 16 TO THE POINT OF BEGINNING CONTAINING AN AREA OF 6011 ACRES, (261,849 SQUARE FEET), MORE OR LESS .c 5.§ DEVELOPMENT CHARACTER \ 2,1 THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTIUZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY w TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER VVITH A VARETY OF ARCHITECTURAL DESIGNS HOMES WILL FEATURE TRADITIONAL o 6, 41ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF 01%@l!THE AREA CREATING COMMUNITY SYNERGY HOMES WILL VARY IN RANGE FROM 1,200 - 3,000 SQUARE FEET \MrH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD ON-STREET PARKING WILL BE. PROVIDED ON CITY/PUBLIC STREETS PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES IGGGEK: CASE HISTORY g!N2@a9: 9 @EEECASE # WZ-17-11 ...... CASE # WZ-18-13 CASE # WS-18-01 9-™,D... WRAgg3=22895 INDEX OF SHEETS ZSHEET NO.DESCRIPTION < SDP-1 COVER SHEET J SDP-2 SITE PLAN 1 SDP-3 SITE PLAN DETAILS 8 ,- - ZCOMMON AREA 52 1.1.1SDP-4 LANDSCAPE PLAN 2 8COMMON AREASDP-5 LANDSCAPE PLAN COMMON AREA, SDP-6 SFD & SFALANDSCAPE PLAN Z B' CO SF DETACHED 2 2-SDP-7.1 -1 0ELEVATIONS SF ATTACHED R 0SDP-8.1 -8.3 ELEVATIONS D ENHANCED a /SDP-8.4-8.5 ELEVATIONS LU BENCHMARK: Q U) ADAMS COUNTY BENCHMARK STATION NAME N 260 RESET, STATION NUMBER 0007, STANDARD NATIONAL GEODETIC SURVEY 3-1/2" BRONZE VERTICAL CONTROL MARK DISK STAMPED " N 260 RESET 1979 - IN THE SHEET TOP OF A 12" DIAMETER CONCRETE POST 06' ABOVE GROUND LEVEL ELEVATION 4997 441 NAVD 88 DATUM COVER ' SHEET Know what's below.PREPARED BY: REDLAND Ca|| before you dig.DATE: 05.10.2018 SDP-1 u,6@g sajeld lea,3. TOTAL 135 140 20 MAYOR WHEAT RIDGE, COLORADO This page intentionally left blank. Planning Commission 17 Case No. WZ-18-13 and WS-18-01 / Quail Run 4 41%=-- - 4«lk r. - ..E : mlf.-ill,-u-lit 1-=30 r14 '° 1 16 In 4:»1 9 N., 0 1: 4- 1 r LEGEND 0 *lar™ly detached le-der,oas l14 unlts> ¤ Townhomes (42 unlts) ··*borhood Imen* - :.A. lan. 'dll pa,king Wl:reet tr- j Detenbon pond PIERSON CT 40 r11 R 1 1 36 32 3] r 4* 1 4 I E-/9.2 9 (1 H .1 5 Y:'- 0 El - - 7 0.- O UAIL S T j i d FUTURE HASKINS STATION DEVELOPMENT i: l. 1 M ", ' .1, . ! 1,1,.-- K U-1|14 1,1 11- ;.1 CONCEPTUAL LANDSCAPE PLAN 4 DATE OCTOSER 7.2010 (V.1>TIT CUENT-R-Ie-5 I Redland PROJECTN. 1.008 WHERE GREAT PLACES BEGI?QUAIL RUN \WONDERLAND ,UTWOR INI '22 2..7.3 0,1 -1(OMLS 7,00 -IC-'C,Urtfr.21 &*Li 1loh e-0,00C ;WHEAT RIDGE, COLORADO .c jo u,-ati=HZ'LAND CON EXHIBIT 5: LANDSCAPING /7· Planning Commission 18 Case No. WZ-18-13 and WS-18-01 / Quail Run EXHIBIT 6: QUAIL STREET Excerpt from Haskins Station proposal in the City of Arvada lir- ... lei L 1 ,2&T rm' n .ah#111, ! i 7-ET ifill' I|I. 110 1 .-2. alir LEY 1 H %% W /1,•m-1,1• 1.4 Subject Property --. 1. t, 1 O 1 » 111 L ALLEY 2 1 -2 COMMU FE: m.irl:- 1:. D. imwiALLEY 3 t Ex F r IS 1 16 I rr i4E2i&ia , <BNOUdijklro i *0905Sd MOd A¥.M·{0·Jlitlte Ki t I M -- ·' tg - H 68 69 70I :EffiE -•TRACT O m -,1 J -- F5'S·6-_ Parcels not being 9 6 8 30011'redeveloped Imilus 1 WEST 53RD AVE QUAIL RIDGE ESTATES RESUBDIVISION Quail Ridge Shift in Quail Street I\-tf-tri#+17 ,¢ b#4 ..,/1.41 , S ' U 1101 -in order tie back into 8 the Quail Street ' %1% = f-21 \\ 1\ 3< 1:le 3L1, »< 2 - segment recently .\\ /: W \\ i \-1 / tv constructed by Quail ,\\14 -- L:-464 d . \ 1/ \ .+\.\\ Ridge Estates.i''I'/Laaelf \\t \ A alf Estates li-- .311¥0 TRACTA0 9 02-r to 4¥11 Sllu ·AS,MENT >18Vd *InIt:12 Planning Commission 19 Case No. WZ-18-13 and WS-18-01 / Quail Run EXHIBIT 7: SUBDIVISION PLAT Attached as an 11 x17 document on the following page. Planning Commission 10 Case No. WZ-18-13 and WS-18-01 / Quail Run QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 5 EXISTING PARCEL LINE HEREBY 6 REMOVED BY THIS PLAT - , N TRACT D 43 S89·32'53-W 8.00' 47,773 SF o 0.5032 AC PARCEL UNE HEREBYn1.0967 AC I B CREATED BY THIS PLAT r 273.50'26.50' 1 26.so' - Ul 96.25' L=S89'32'53"W 447.75' LEGEND LOT 7 (ZONED PUD-4 0 SET NO. 5 REBAR WITH 1 -1/4" (ORANGE) PLASTIC CAP STAMPED "AZTEC LS 38291" REC NO. 2008052592 .FOUND NO. 5 REBAR WITH 1-1/4' ALUMINUM CAP STAMPED OPC KT ENG PLS 36561' SECTION CORNER, AS NOTED SUBDIVISION BOUNDARY - - EXISPNG PARCEL UNE LOT UNES HEREBY CREATED BY THIS PLAT EASEMENT - - - CITY BOUNDARY - -- - SECTION LINE TRACT F j/-- 2,181 SF 0.0501 AC (TO BE FULLY BLANKETED AND ENCUMBERED BY A UTILITY AND DRAINAGE EASEMENT) LOT 6 (Zel:ED PUD-R) ROW/PROPERTY LINE - - - ROW CENTERUNE MONUMENT IN BOXES TO BE SET AFTER CONSTRUCTION g IS COMPLETE PER SEC. 147-47 AURORA CITY CODEAND PER SEC. 38-51-105-9 (0&b) COLORADO REVISED STATUTES SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 BLOCK NUMBER (ROW) RIGHT-OF-WAY .S 10 Z .itt LOT 5 BLOCK 1 N (ZONED P JO- R)8 U) SE 1/4, NW 1/4 SEC. 16 T.SS., R.69W., SIXTH P.M. LOT 4 (ZONED PUJ-R) 200 10 40 SCALE: · = 20· WEST 53RD AVENUE (25' WIDE PUBLIC ROW)REC. NO. 201569Bri-3-- --- ------- 8% LOT 9 0 02 0 295 LOT 10 BLOCK 1 Z 22 QUAIL RCDGE 2 :91 ESTATES RE-SUBDIVISION REC NO. 2015098618 Z Z: LOT 3 (7CNFD PID-R) S89*32'53-W 7.69' LOT 1 BLOCK 2 4:REVISION BLOCK i 3- INIPAL PREPARATION 5 3 FIRST REVISION I 6 SECOND REVISION O THIRD REVISION FOURTH REVISION FIFTH REVISION SIXTH REVISION SEVENTH REVISION 5/9/18 6/12/18 7/20/18 9/19/18 11/02/18 1/04/19 6/24/19 7/9/19 A/%¤*C 300 East Miner' Aic, Suile 1 Little'lon. Color'do 80122 Phone 003) 713-1898 Fin (303)713.1897W*W..teCOn5Ultant;.¢0. AzTee Pro& No 54818-17 Drawn By:NAK DEVELOPER CDL HOMES, INC. (A COLORADO COPORATION) WONDERLAND HOMES 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 DENVER, CO 80238 FOR REVEW FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC PROPOSED CONDITIONS SOUTH PORTION DATE OF PREPARATION 2018-05-09 SCALE:T -20' SHEET 6 OF 6 QUAIL RUN FINAL PLAT LEGEND A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16,SET NO. 5 REBAR WITH 1 -1/4" (ORANGE) PLASTIC CAPTOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,STAMPED "AZTEC LS 38291" CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO.FOUND NO. 5 REBAR WITH 1-1/4" ALUMINUM CAP I STAMPED 'OPC KT ENG PLS 36561"S89·44'59"W 104.47' ·1 3 SECTION CORNER, AS NOTED SUBDIVISION BOUNDARYSEE SHEET 4 '0b - - - EXISTING PARCEL UNE Sool= 7 b 12 bTRACT A 589-44'59"W 213.00'EASEMENT LOT LINES HEREBY CREATED BY THIS PLAT 3,523 SF O'536 SF 0.0809 AC 37.47'18.29'18.29' 32.45' \|10™4 32.46 18.29'18.29'37.46' | p re 671 Ac | 0 , .--CITY BOUNDARYUILITY ID R y O 0 soo·15'017 1 P ---SECTION LINE 0 0 el 10 EX]Sll/G PARCEL UNE HEREBY - S89·44'59W 58.00' .U. . .u. 2 b GR,"1109·44'59[ s 3 < REMOVED BY IHIS PLAT ROW/PROPERTY UNEj :i m i*& Ge a „=4-IZ 0 0, * 0 * 0* 1 . z 1 1 8. UTILITY EASEMENT HEREBY GRANTED , ---ROW CENTERUNE2 1,.I 0- 20- aB § 1 BY THIS PLAT = M 1,542 SF 5 :d 2 - 0 w 4 0 2 Id --0 W No I.MONUMENT IN BOXES TO BE SET AFTER CONSTRUC11ON6 •eli '3 IS COMPLETE PER SEC. 147-47 AURORA CITY CODE1 1 0.0354 AC g b m.5 N .6 th 1- | IM Z & Rt h = ZI b m m 10 M ,0 REVISED STATUTES S89·44'59"W 104.44'AND PER SEC. 38-51-105-9 (0&b) COLORADO 0I LOT 12-- - & - ---&- - - i --9 1% 2- F rf:Me= 1'1 N89'44'59'E 58.00' ExlsING PARCEL uNE HEREBY (ZONED PUD-P)BLOCK NUMBER REMOVED BY THIS PLAT 2 7 1.177 SF g 11 2 2| 13 (ROW) RIGHT-OF-WAY 6 0.0270 AC 2 27.47'18.29'18.29'32.45' | |32.46'18.29'18.29'37.46' |5.534 SF N S89'44'59-W 58.00'S89*44'59"W 203.00' / f 16 . w 0.1270 AC 4.«f J L 4.=E: S:EXISING PARCEL UNE 8' UTILITY EASEMENT .66 I I 4 10 -1.061 SF g TRACT E THIS PLAT BY DIS PLAT A i LHEREBY REMOVED BY HEREBY GRANTED -A g N O \\N 1d g 0.0244 AC P 6' UTILITY EASEMENT HEREBY GRANTED4,00' \\ - BY THIS PLATS89'44'59»W 203.00' \ i N89'44'59»E 58.00'TRACT E 27.47'18.29'18.29'32.45' 1 32.46'18.29'18.29'37.46' 5 R : k 1,177 SF g 19,574 SF NO[}14·45·wj , S89*44'59'W 104.40' , LP m M 9 H N :1-2 Q -1 112:f45-E % E- %& 2% R EN Em 20.0270 AC g 0.4494 AC 99'44397: = : LOT 11(ZONED POD-R) N89*44'59'E 58.00 I EASEMENT b 14 6 CURVE TABLE N O06 N o 5,533 SF2.248 SF10 0·1270 AC CURVE DELTA RADIUS LENGTH CHD BRG CHD DIST=: E VE V E ¤@ a EPO .3 MIS -4- E V & g ¤i * 8 a0.0516 AC : SIP 6 r a. r .I r r 8 *15 (1 90'00'00"7.50'11.78'S4515'01"E 10.61E i D· UTILITY EASEMENT 10 5 g ..O 0 0cd /- HEREBY GRANTED 6 0 0 g - 0 8 0 00 0 0 z nin 8' UTILITY EASEMENT HEREBY GRANTED. A BY THIS PLAT n z 0 -oz i z -71'40'56"17.50'21.89'535'35'28W 20.49 00 L- 0 m w 8 BY THIS PLAT. m &00 10 (3 37'02'45'12.50'8.08'N71·54'12'W 7.94 -- 12.50 58.00'30.00'37.47'18.29' 18.29' 32.45 32.46'18.29'18.29'37.46'589 44'59"W 104.37· (4 90'00'00'10.00'15.71'S44'44'59"W 14.14N89·32'53"El 38.96' - _ _________ - (5 9000'00" 10.00'15.71'S4515'01"E 14.14 WEST 53RD PLACE _ 8' UTIUTY EASEMENT k (6 90·00»00"10.00'15.71'S44·44'59W 14.14 (42' WIDE PUBUC ROW)26 50'HEREBY GRANTED26.50'HEREBY DEDICATED BY ™IS BY THIS PLAT (7 90-00'00 10.00'15.71'S4515'01E 14.14 PLAT M LOT 10 (8 3655'27"12.54'8.08'N71 26'09"E 7.945-9 1 NN32'53"E 340.0£' _---_------ -N89-32'53"E 340.00' }.1 (70NFG JUD-R)1 S89'32'53'W 40.00' -0---No075'01-W 13.88' EXISTING LOT 43 WEST 15.50' N89'32'53E 17.46'1 11 5, \ F -:g=[ret0717&A:&7EREBY N8932'53"E 265.96' 1TRACT C 1,692 SF 0.0388 ACc \; 0 S89·33'53"W 298.50 -]Fl 8 G 0 A A LOT LINE HEREBY CREATED | REMOVED BY THIS PLAT NEXISTING PARCEL UNE HEREBY J LI 3.20' <' BY THIS BY THIS PLAT SE 1/4, NW 1/4 SEC. 16, \1 PROPERTY BOUNDARY LINES OF T.3S., R.69¥¢, SIXTH P.M. SKYLINE ESTA TESFILING NO. 2 0' 10' 41-TRACT C HEREBY CREATED UPON | RECORDATION OF THIS PLAT BK 172 PG 60 SCALE: 1* = 20' 20 • W 5 LOT 91(ZONED PUD-R) TRACT D FOR REVEWC 3 21.921 g8 -Pa 0.5032 AC W% 5.* , a p---____EXISTING LOT 43 WESTPROPERTY BOUNDARY HEREBY REMOVED BY THIS PLAT EASTERN 25' OF EXISTING 40' WIDE ROW HEREBY VACATED BY THIS PLAT PROPERTY BOUNDARY LINE OF LOT 43 HEREBY CREATED UPON RECORDATION OF THIS PLAT k WESTERLY 15' OF EXISTING 40' Se 9P 43 47,773 SF 1.0967 AC LOT LINE HEREBY CREATED BY THIS PLAT M FF EXISING PARCEL UNE HEREBY - REMOVED BY THIS PLAT EXISTING PARCEL LINE HEREBY REMOVED BY THIS PLAT - S89'32'53"W 8.00' PARCEL UNE HEREBY CREATED BY THIS PLAT FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC REVISION BLOCK LOT 8 INIMAL PREPARATION 5/9/18 BLOCK 1 FIRST REVISION 6/12/18 (MILD PJC-R)SECOND REVISION 7/20/18 THIRD REVISION 9/19/18 FOURTH REVISION 11/02/18 AFTH REVISION 1/04/19 SIXTH REVISION 6/24/19 SEVENTH REVISION 7/9/19 WIDE ROW (TO REMAIN)m, 273.50'26.50' J. 26.50' -96.25'PROPOSED CONDIDONS MIDDLE PORTION 8 1 Cb 1 S89'32'53"W 447.75' SEE SHEET 6 REC. NO. 2008052592 •AZIEC 300 19# Iner# Ava, Suite 1 Lltillon, Colorado 80122 phone: (303)713·1898 M:(303)713·1897ww,aztecconsultints,com .Tec Prok No- 54818-17 Drewn By:NAK DEVELOPER CDL HOMES, INC. (A COMRADO COMPANY) WONDERLAND HOMES 8246 NORTHAELD BLVD BUILDING J, SUITE #2600 DENVER, CO 80238 DATE OF PREPARATION 2018-05-09 SCALE:/-20 SHEET 5 OF 6 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. W. 54TH AVE.POINT OF BEGINNING (96' WIDE ROW)r NW CORNER, SE 1/4, NW 1/4, OF SEC 16, T3S, R69W. 6TH P. M.REC. NO. F0988769 FOUND 3-1/4" ALUMINUM CAP STAMPED *2018 PLS 36561' TRACT Q SKYLINE ESTATES FILING NO. 1 REC. NO. F098876 (DEDICATED AS ROW TO THE CITY OF AURORA) 0 72 J.E. 1189'3716'[3 V 10¥El LEGEND SET NO. 5 REBAR WITH 1 -1/4" (ORANGE) PLASTIC CAP STAMPED 7ZTEC LS 38291- FOUND NO. 5 REBAR WITH 1-1/4- ALUMINUM CAP STAMPED »OPC KT ENG PLS 36561» SECBON CORNER, AS NOTED SUBDIVISION BOUNDARY - - EXISTING PARCEL UNE LOT UNES HEREBY CREATED BY THIS PLAT EASEMENT .-- CITY BOUNDARY - - - SECTION LINE 55.50'50.00'50.00'50.00 6.50'-4 42.23' N89'37'29'E 471.14'CITY OF ARVADA 50.00'50.00'50.00'CITY OF WHEAT RIDGE 50.00'59.14' ROW/PROPERTY LINE - ROW CENTERUNE 14-1-i-«4y 8' UTILITY EASEMENT r HEREBY GRANTED N90m'ME UnLITY EASEMENT BY THIS PLAT taco' J L HEREBY GRANTED BY THIS PLAT 4714 MONUMENT IN BOXES TO BE SET AFTER CONSTRUCnONLB' UTILITY EASEMENT SOO'12'5 IS COMPLETE PER SEC. 147-47 AURORA CITY CODE HEREBY GRANTED 12 AND PER SEC. 38-51-105-9 (a&b) COLORADO BY THIS PLAT l REVISED STATUTES BLOCK NUMBER e m 1 6 6W W 1 CD .1 w 2 . 3 4.988 SF :4,510 SF 5.- 4,516 SF 0.1145 AC mP 0.1035 AC P 0.1037 AC §1 b S 8 8 6.5' PUBLIC RIGHT-OF-WAY - HEREBY DEDICATED BY THIS PLAT 6' UTILITY EASEMENT HEREBY GRANTED 1 BY THIS PLAT. -1 ----------- 50.00'50.00' UNPLATTED (ZONED PUD-12) REC. NO. 90047858 -- b N 30.00'37.47'18.29' 12.50' 48.00 26.50' 26.50' 58.00' 03) C) 0, 015 .w 6 w p 250238 SC i 2%1 ic L 4,532 SF L P 0.1040 AC P lo 10 . /5. 8 -Ill --------- - ------- ------ 50.00'50.00'50.00' S89 44'59W 348.00' SE 1/4, NE 1/4 SEC. 16, T.3S., R.69W., SIXTH P.M. S89·44'59]V 340.00'WEST53RD DRAE_-_ _ _ (53' VADE PUBLIC ROW)26.50' HEREBY DEDICATED BY THIS PLAT N89-44'59E 301_00 18.29' 32.45'18.29'18.29' 37.46' 1 un 7 w CD00 4,537 SF 4 8 w 0.1042 AC t- 8' UTILITY EASEMENT9 MT? 1c g HEREBY GRANTED - r BY THIS PLAT 9 8.621 SF 0.1979 AC ------- 50.00' - \EXISTING PARCEL UNE HEREBY_ REMOVED BY THIS PLAT Ap=161'40'57" R=52.50' L=148.15'1 -S4732'39W 15.00'CH=N09-24'33"W \ \ CHL=103.66 \X3\ fr S89'45'02"W 22.00 N89-57'46-W 56.5626.50'-\1 1 %15 1 3 i : j 11 (ROW) RIGHT-OF-WAY CURVE TABLE CURVE DELTA RADIUS LENGTH CHD BRG CHD DIST Cl 90·00'00-7.50'11.78' S4515'01"E 10.61 C2 71 40'56- 17.50' 21.89'53535'28"W 20.49 C3 37'02'45»12.50'8.08'N71-54'12"W 7.94 C4 9000'00'10.00'15.71'544»44'59"W 14.14 C5 90'00'00"10.00'15.71'54575'01'E 14.14 (6 90·00'00 10.00'15.71'S44*44'59'W 14.14 C7 90 00'00'10.00'15.71'S4515'01 E 14.14 (38 36·55'27 12.54'8.08'N71·26'09'E 7.94 LOT 15 BLOCK 1(ZONED PU)-R) 1.830 SF 0.0420 AC :b |hb DI: -2 8 9 2 0/2 0% O 0 10 0 >40.. 32 N89*44'59 E 58.00' to- 3 1,177 SF 29 % 2 0.0270 AC 589'44'59"W 58.00' 3 1,061 SF 19 0.0244 AC N89·44'59'E 58.00' 84 1,171 SP4 0.0270 AC 88 n - W W '8 S89'44'59"W 58.00' a - in 10 5 51.947 SF G @5 0,0447 AC 2 -S S89-44'59"W 58.00'TRACT E * 19.574 SF 0.4494 AC b12.5' PUBLIC RIGHT-OF-WAY q - HEREBY DEDICATED gl BY THIS PLAT -.M dR2 0. 2 .O TRACT A § 3.523 SF 0 0.0809 AC 8 -5 m m : E, - -' -O '-' Unl 8 3* h a8 k -O EASEMENT 8 b Z O HEREBY M ,0 1 8z Gor=:-\\1-PLAT ' 101 /7.809 SF 27.47'18.29'18.29'32.45' /|32.45'18.29'18.29'37.46'0.1793 AC SOD-14'517 4 00' 1 L S89-44'59"W 203.00 118*TRACT E b19,574 SE 9 ' UTILITY EASEMENT-- 26.50'- | 0.4494 AC : HEREBY GRANTED4.00' & 1 S89 44'59"W 203.00'7/ 'ms: 1 -BY THIS PLAT 27.47'18.29'18.29'32.45' | |32.45'18.29'18.29'37.46'0.0 14 1 -*1 1 y 8%%1 1 S89'44'59"W 104.50' ; 1 t:% E: 8 8% :1* 1 EN -4 g:OF I -L._6' UTILITY EASEMENT HEREBYbDIW b INY %28. '! c. W . .C F GRANTED BY THIS PLAT I.G1Y57' _,-'- h I N I I N h :9 G :88 G to *RE: 1. 10.001 c.i o p W Op 2 0 :m &151 ' Ill 24 6 F el d b E i kg 16 109. 09 I -0 7 2' X 10' UILITY EASEMENT // /HEREBY GRANTED - ID BY ™IS PLAT 6 08-5 Ngm'00·w 6 g] 6 2:0 2 N skiMN ir, N §O EA |0 | OWWV 8 1- r .190 0 1 S89·47'Orl O 0 11 zoo0 {0 HEREBY W Z M 5,538 SFbl0.1271 AC10 1 PLAT - 37.47'18.29'18.29'32.45' *00· &00 32.45'18.29'18.29'37.46'&l soo=Do E j S89 44'59"W 213.00' 1000 S89»44'59W 104.47' 6,390 SF 8' UTILITY EASEMENT 8 1TRACT B HEREBY GRANTED0.1467 AC BY THIS PLAT - S0015'01'E100' 7 S89-44'59»W 213.00'A I b 5,536 SF 37.47 |18.29' | 18.29' |32.45' |&00fo01 32.46' |18.29' | 18.29' |37.46' p * 0.1271 AC REVISION BLOCK P 0 18.29' 32.45' N90'00'00'Wram· N001 4'51W ov 82+0'0 G 8 52.5' ic>-Ill £ 1 20 4.00 too Nf 1 ]5' NDO'00'007 0 NE 24 -co 2 0-t N 0' 10'40' SCALE: 1" = 20' LOT 14 t (ZONE) FUD-R) J1 LOT 13 (ZONED PUD-R) 1 -a FOR REVIEW 8 FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC S89·44'59"W 58.00' 7/20/18 9/19/18 11/02/18 1/04/19 6/24/19 SEE SHEET 5 INInAL PREPARADON 5/9/18 FlRST REVISION.6/12/18 SECOND REVISON THiRD REVISION FOURTH REVISION FIFTH REVISION SIXTH REVISION SEVENTH REVISION 7/9/19 EXISTING PARCEL UNE HEREBY-1 | REMOVED BY ™IS PLAT \ZIEc300 East 16[iner' Ava. Suite 1 Limeton, Colorido 80122 Phone. (303) 713-1898 Fax:{303)713-1897 -/+aztec¢onsultinls.com AzTec Prok No.: 54818-17 Drawn By:NAK DEVELOPER CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 DENVER, CO 80238 PROPOSED CONDITIONS NORTH PORTION DATE OF PREPARATION 2018-05-09 SCALE:r.20' SHEET 4 OF 6 1POINT OF BEGINNING NW CORNER. SE 1/4. NW R 1/4, OF SEC. 16. TJS, r R69W. 6TH P.It. / FOUND 3-1/4" ALUMINUM CAP STAMPED "2018 PLS 36561" TRACT Q V. 54TH AVE.r SKYLINE ESTATES (96' WIDE ROW) /FILING NO. 1 - EC. NO. F0988769 /REC. NO. F098876 / (DEDICATED AS ROW TO THE CITY OF AURORA) QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. N89'37'29-IE 471.14'f C TY OF ARVADA CITY OF WHEAT RIDGE r 1 2 3 4 5 6 7 8 9 Dill l TRACT A (ZONED PCD R) LOT 16 (LOVED POD-R) WEST 53RD DRIVE Lo O.a- -4 040 ®1 11 12 13 14 15 16 17 18 2 3 4 5 19 LEGEND SET NO. 5 REBAR WITH 1 -1/4- (ORANGE) PLASTIC CAP STAMPED "AZTEC LS 38291' TRACT E EXISTING PARCEL UNE HEREBY REMOVED BY THIS PLAT I LOT 15N BLOCK 1 0N (ZONED FUD-R) & W 3 -19- b; LOT 14 \ 1§(ZONED PUB-R)7 FOUND NO. 5 REBAR MTH 1-1/4" ALUMINUM CAP STAMPED "OPC KT ENG PLS 36561" SECnON CORNER, AS NOTED SUBDIVISION BOUNDARY - - EXISnNG PARCEL UNE LOT LINES HEREBY CREATED BY THIS PLAT EASEMENT --- CITY BOUNDARY - - - SECTION LINE 20 21 22 23 24 25 26 h 11 - - - ROW CENTERUNE ROW/PROPERTY UNE G UNPLATTED ;·f (ZONED PUD-R)8 TRACT A REC NO. 90047858 Z Q TRACT B I LOT 13 (ZCNED PUD-R) MONUMENT IN BOXES TO BE SET AFTER CONSTRUCTION IS COMPLETE PER SEC. 147-47 AURORA CITY CODEAND PER SEC. 38-51-105-9 (0&b) COLORADO REVISED STATUTES BLOCK NUMBER 12.5' PUBLIC RIGHT-OF-WAY HEREBY DEDICATED -1 - 6BY THIS PLAT 3 7 8 1o 12 LOT 12 34 33|32| 31 30 29 28 27 1-1- - -- -EX]Sl[ING PARCEL UNE HEREBY--/ REMOVED BY THIS PLAT TRACT E -i - 42 4 1435 36 37 38 39 40 41 42 (ZONED PL'l-R)(ROW) RIGHT-OF-WAY 41kNOa . 10-m@t LOT 11 * * 2(ZONED PUD-R) , _, k 4 - NE CORNER -J REC NO 2015097882 rs89'32'53- 40.00' -- 1VEST-53-m-PLACE - - -.-1N89'32'53»E 17.46'-CUT1uN0015'01»W 13.88' i -1- 15' UTILITY EASEMENT_ TO REMAIN \'TRACT C LOT 10 (ZONED PUD-R) 1- LC8 EXIS11NG PARCEL UNE HEREBY_/ REMOVED BY ™]S PLAT 1 00 4 LOT 9 TRACT D E 5 (ZONED MID-R) 0 » 43 1 83 _ EXIS'nNG BOUNDARY UNE HEREBY REMOVED BY THIS PLAT SE 1/4, NW 1/4 SEC. 16,LOT 8 ·| BLOCK 1 50' 100'T.SS., R.69W.,SIXTH P.M. , (ZONED PUD.10 1" = 50' EXISTING 40* PUBLIC ROW · ·25' ROW - HEREBY VACATED i BY THIS PLAT D 1 S89'32'53'W 447.750 C LOT 7 (ZONED PUD-R) - -15' UTILITY EASEMENT LU 0I& F 1 TRACT F «LOT 6 (ZONED PU}-R) 9: 1 REC NO. 200805259234 1 LOT 5 i. BLOCK 1S (ZONED PUD-P) 1 E I LOT 4 10 GONED PlID-R) r 1 5 S89'32'53"W 7.69'-J LOT 3(ZONID MID-it) 1 1 --1"n REVISION BLOCK INITIAL PREPARATION ARST REVISION SECOND REVISON THIRD REVISION FOURTH RE'VISION FIFTH REVISION SIXTH REVISION SEMNTH REVISION 0 25' ! SCALE: 5/9/18 6/12/18 7/20/18 9/19/18 11/02/18 1/04/19 6/24/19 7/9/19 A/>21TEC AzTec Proj. No.: 54818-17 t 300 East Mineril A e, Suile 1 Little,on, Colondo 80122 Phone: (303) 713·1898 Fix: (303)713-1897www.zle¢consultnts.com Drawn By:NAK DEVELOPER CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 DENVER, CO 80238 FOR REVIEW FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC PROPOSED CONDITIONS OVERALL VIEW DATE OF PREPARATION 2018-05-09 SCALE r-50 SHEET 3 OF 6 PONT OF- COWNENCBErr NORTH/57 CORNER OF SEC 16. 735. *59/. 6™ PMl PO 8-1/4· BRASS CAP STA-ED U 18212· [N IONUMENT BOX 017 MONUMENT #11209_*W_ _ _ i© oar«= 1 \1 \ 1 \ 1 \/ / POINT OF BEGINNING NW CORNER. SE 1/4, NW 1/4, OF SEC. 16, TJS, r R69W. 6™ P.M./ FOUND 3-1/4- ALUMINUM CAP STAMPED 2018 PLS 36561- \ \ \ \ \ /g \ 12 \ 25 \ \ TRACT Q W. 54TH AVE.r SKYUNE ESTATES (96' WIDE ROW) /FILING NO. 1 REC. NO. F0988769 /RECI' NO. F098876 / (DEDICATED AS ROW TO THE CITY OF AURORA) N89'37'29-E 471.14' ,('CITY OF ARVADA nn CITY OF WHEAT RIDGE TRACT A | (ZOAED PUD-F 42 LOT 16 | c (ZONED PUD-F tb O» h BLOCK 1 LOT 15 UIPLATmD (ZONED PUC F (ZONED PRD) g QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 0' 25' 190*1 SCALE =50' 50' 1 1 \ 1 \ 1 \ 1 \ / 1 236 \ k \ C2- LOT 14g (Zal[O PUD R)I u) 1 ™/@ 1 \ (ZONED PLO-9)LIFLATTED P LOT 13 0 UONED MUD-R) REC NO. 900•7858 02.5' PUBLIC RIGHT-OF-WAY LOT 12 HEREBY DEDICATED (ZOAED PUD-R)BY THIS PLAT -\ ----1 0i -2UFLATIm \ (ZONED A-1)' 6% 2- - LEGEND SET NO. 5 REBAR WITH 1-1/4- (ORANGE) PLASTIC CAP STAMPED AZTEC LS 38291' FOUND NO. 5 REBAR WITH 1-1/4" ALUMINUM CAP STAMPED "OPC KT ENG PLS 36561 SECnON CORNER, AS NOTED SUBDIVISION BOUNDARY - --- - EXISTING PARCEL UNE LOT UNES HEREBY CREATED BY THIS PLAT EASEMENT --- CITY BOUNDARY - - - SECnON UNE @ & P4W 589'32'53-W 40.00' =12 id E 1 2 b hip E / 1 /-11- W \ '11 0, 5,/ I £31 3 // 041 5 1 151 / / 1@1 -13 / / 01 0 / 40'/ PUBLIC ROW / REC. No. 572675 /B. 850, P. 15 | 1 / \ 1 i \ I / -- -15' UTILITY EASEMENT W1 1 0 / / 41:: / \1/Abl1 /// 6/1 1/ \0' \ \ 1 \\ 1 CDF3 .>UNM.ATIED % f (ZONED A-1)6r 1 93- i SE 1/4, NW 1/4 SEC. 16, \ -- T.3S., R.691V., SIXTH P.M. -* S89'32'53'W 422.75' UNPLATTED (ZONED A-1) REC, NO. 2008052592 (Arp R) * E ROW/PROPERTY UNE - - - ROW CENTERUNE MONUMENT IN BOXES TO BE SET AFTER CONSTRUCnON A Is COMPLETE PER SEC. 147-47 AURORA aTY CODE- .1 AND PER SEC. 38-51-105-9 (0&b) COLORADO REVISED STATUTES LOT 10 BLOCK NUMBER (ZONED PLD R) \ (ROW) RIGHT-OF-WAY LOT 9 (ZONED PUD-R)\ LOT 8 BLOCK 1(ZONED PU)-R) LOT 7 - -.- (ZONED PUD-R) \ CITY OF -{EAT RIDGE SURVEY MONUMENT PHAC 4 9/18- STAINLESI STEEL ROD B FEET LONG mTH BLEEVE AllDATll ACCESS COVER GROUND COORD#NATES N - 710604.98 E = 109254.74 - GEODENC (NAD 83/92)LOT 6 \LAnTUDE - 39·46'57.36407 N LONGITUDE - 105·06'50.59074" W (ZONED MD-R)FOR REVIEW LOT 5 BLOCK 1 (ZONED PUD-R; \1/ 1 / 1 \ NEST 4,4 COBIL)7 6¥- SE 14 KA R,90; 6,7, P.AM FD 3-1/4· BRASS CAP STAMPED U 13212- I MONLIENT BOX CITY MONUMENT 112209 #5'fUN= 105172.01 |EL ¢'5·8350· N LONGITUDE = 105·07'42.71251" W !1 R el %£> Z 589'32'53"W 7.69'7 REVISION BLOCK INInAL PREPARAnON ARST REMSION LOT 4(ZONED PUD· R) SECOND REVISION THIRD REVISION FOURTH REVISION FIFTH REVISION LOT 3 (ZONED PJC-R)SIXTH REVISION SEVENTH REVISION 35&* 5/9/18 6/12/18 7/20/18 9/19/18 11/02/18 1/04/19 6/24/19 NALEy 7/9/19 AzTec Prok No.: 54818·/ t 300 Eap Mine ! Av " Suite 1 L..00, Colorado 80122 Phone: 003)713-1898k: (303)713-1897 www.zlecconsu!ants.com Drawn By:NAK DEVELOPER CDL HOMES, me. (A COLORADO CORPORATION) WONDERLAND HOMES 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 DENCER, C080238 FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC EXISTING CONDITIONS DATE OF PREPARATION*2018-05-09 SCALE..50 SHEET 2 OF 6 OWNER'S CERTIFICATE WE, ARTHUR J. AHO, BARBARA J. AHO, GREGORY R. SKALLA, SUMMER CLARK, JOEL L LUBKER AND DAWN R. LUBKER BEING THE OWNERS OF REAL PROPERTY CONTAINING 7.0158 ACRES DESCRIBED AS FOLLOWS: A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6™ PRINCIPAL MERIDIAN. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECnON 16. TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SHEET INDEX 58™ AVE GENERAL NOTES CONT. 12. tNDIVIDUAL TOWNHOUSE (SINGLE-FAMILY ATTACHED) LOTS SHALL NOT BE DEVELOPED FOR ANY OTHER PURPOSE OTHER THAN TOWNHOMES. 13. THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OMIER-OCCUPIED MULTI-FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, UMITED COMMON ELEMENTS, OR IMPROVEMENTS (THE MULTI-FAMILY DEVELOPMENT AREA). TO THE EXTENT ™AT IHE FOLLOWING CLAIMS INVOLVE ANY MULTI-FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. THENCE SOUTH 45'31'44- EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE 291HL.LamINNING, THENCE ALONG THE SOUTHERLY RIGHT OF WAY OF 54TH AVENUE AS RECORDED IN RECEPnON NO. F0988769 IN THE OFFICIAL RECORDS OF THE CLERK AND RECORDER, CITY OF ARVADA, COUNTY OF JEFERSON. STATE OF COLORADO, NORTH 89'37'29' EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYUNE ESTATES FIUNG NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF THE RECORDS OF THE CLERK AND RECORDER OF JEFFERSON COUNTY; THENCE SOUTH 0072'57' EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID St<YUNE ESTATES FILING NO. 2 TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY: DESCRIPTION SHEET NO..-I COVER SHEET 1 EXISTNG CONDITIONS 2 PROPOSED CONDITIONS - OVERALL VIEW 3 PROPOSED CONDInONS - NORTH PORTION 4 PROPOSED CONDITIONS - MIDDLE PORTION 5 PROPOSED CONDITIONS - SOUTH PORTION 6 PROPOSED LAND USE TABLE I c USE SQ.FT.AC. 8 RESIDENnAL AREA OPEN SPACE/TRACTS 186,744 4.29 55,282 1.27 67,726 1.55 SEC 17 305.609 7.11 11 ANY AND ALL- CLAIMS THAT ALLEGE A CONSTRUCEON DEFECT AS DEFINED AT SECTION 26-1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR ENMTIES: (A) ANY OWNER OF ANY PORTION OF THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCtAnON CREATED WITH RESPECT TO THE MULTI-FAMILY DEVELOPMENT AREA, (C) THE SUBDIVIDER, DEVELOPER. CONTRACTOR, OR ANYONE CLAIMING UNDER SEC 9 OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY RESIDENTIAL DWELUNG UNITS UPON THE MULn-FAMILY DEVELOPMENT AREA, AND (E) ANY CL CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT AC11ON REFORM ACT. C.R.S. § 13-80-802.5. ET SEO., AS AMENDED CCDARAD: AND (2) THAT PERTAINS TO ANY OF m OF NNADA /STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE (A) THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIL COMMON AREA DEVELOPMENT N 1 MULTI-FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE MULTI-FAMILY DEVELOPMENT AREA OR ANY PORnON THEREOF, OR (D) THE DECLARATION OR OTHERW 54™ AVE @ -R!RGE-Rll DOCUMENTS GOVERNING SUCH COMMUNITY.SrrE THENCE SOUTH 89'32'53= WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY: THENCE NORTH 0016'48" WEST. A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL; THENCE SOUTH 89'32'53= WEST, A DISTANCE OF 422.75 FEET TO THE EASTERLY RIGHT-OF-WAY OF QUAIL STREET; THENCE ALONG SAID RIGHT-OF-WAY THE FOLLOWING THREE (3) COURSES; 1. THENCE NORTH 0075'01" WEST, A DISTANCE OF 179.63 FEET; 2. THENCE SOUTH 89'32'53" WEST, A DISTANCE OF 40.00 FEET; 3. THENCE NORTH 0015'01" WEST, A DISTANCE OF 480.24 FEET TO THE POINT DE_BEGINNING. CONTAINING AN AREA OF 7.0158 ACRES, (305.609 SQUARE FEET), MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF OUAIL RUN FINAL PLAT. A SUBDIVISION OF A PART OF ™E CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBUC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY. AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNIC{PALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIE& AND SERVICES THOSE PORTIONS AS EASEMENTS FOR THE CONS1RUCTiON, INSTALLATION, OPERATION, MAIN1ENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES, BUT IS NOT LIMITED TO, TELEPHONE AND ELECTRIC UNES, GAS UNES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORM WATER SYSTEMS AND PIPES. DETENnON PONDS. STREET LIGHTS AND ALL APPURTENANCES THERETO. RIGHT-OF-WAY TOTAL AREA PROPOSEI LAND AREA TABLE DESCRIPION SQ.FT. BLOCK 1 (14 LOTS)75,587 BLOCK 2 (43 LOTS) ...„. TRACT A TRACT B TRACT C TRACT D TRACT E TRACT F RIGHT-OF-WAY i BASIS OF BEARINGS THE WEST UNE OF THE NORTHWEST QUARTER OF SECTION 16. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING MONUMENTED AT THE NORTHWEST CORNER BY A 3-1/4 BRASS CAP STAMPED LS 13212 IN MONUMENT BOX AND AT THE WEST QUARTER CORNER BY A 3-1/4' BRASS CAP STAMPED LS 13212-IN MONUMENT BOX, ASSUMED TO BEAR NOR™ 0016'53 WEST. 1 IS*Cm uhms-j?*49 I mil :31 2 //- 1 IA 1/ | cm OF»,EAT R®OK AYE -1 / VICINITY MAP GENERAL NOTES.SCALE: 1= 1000 1. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND-BASED MODIFIED FORM OF ™E NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. 2. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV[)88). 3. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300. SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1701258.7500, EASTING: 3118217.5810. ELEVATION: 5471.62 (NAM)88) AC. 1.74 4 Ill.13/ 3.523 0.08 6.390 0.15 1,692 0.04 21,922 0.50 19,574 0.45 2,181 0.05 87.726 1.5S LS 808¥1 SEC 49™ KIPUNG ST THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTInES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIMS(S) THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIMS(S) TO BINDING ARBITRATION. ADDITIONALLY. THE MULn-FAMILY DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS. CONDITION AND RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF ™IS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM ™E REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARAnON OF COVENANTS. CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN UEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. FOR PURPOSES OF THIS PLAT NOTE. BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATION SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY. IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF TITLE 13, C.R.S., AND, IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATION TO BE BORNE EQUALLY BY THE PARTIES. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MULTI-FAMILY DEVELOPMENT AREA ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF THIS PLAT NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFACE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI-FAMILY DEVELOPMENT AREA AND BINDING UPON ALL SUCCESSORS IN INTEREST. GRANTEES, OWNERS, HEIRS. ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI-FAMILY DEVELOPMENT AREA, TOGETHER VOTH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREWITH. PLANNING CO-ISSION CERTIFICATION. RECOMMENDED FOR APPROVAL ™IS -· DAY OF ,20- BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON OWNER / SUBDIVIDER ARTHUR J. AHO ARTHUR JOEL AHO REVOCABLE TRUST BARBARA J. AHO ARTHUR JOEL AHO REVOCABLE TRUST STATE OF J )SSCOUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF , 20- BY , 20 BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBUC GREGORY R. SKALLA STATE OF ) ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF , 20- BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC JOEL L LUBKER DAVN R. LUBKER STATE OF ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME MIS_ , 20- . BY , 20 , BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBUC SUMMER CLARK STATE OF 1 ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ™IS_ , 20 _„ , BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBUC 4. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AZTEC CONSULTANTS INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, AZTEC CONSULTANTS INC. REUED UPON TITLE COMMI™ENT NO. 598-F06008855-122-VOO, WITH AN EFFECTIVE DATE OF JANUARY 12, 2018 0 7: OOAM. PREPARED BY FIDEUTY NATIONAL. TITLE INSURANCE COMPANY. ALL TAX INFORMATION, LENS, IF ANY, LEASES, DEED OF- TRUST. RELEASES. ASSIGNMENTS. ASSUMPTIONS, TERMS, AGREEMENTS. PROVISIONS, CONDInONS AND OBUGATIONS FOR THE PROPERTY SHOWN HEREIN ARE REFLECTED IN SAID TITLE COMMI™ENT. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBUC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, OF THE COLORADO REVISED STATUTES. 6. PER COLORADO REVISED STATUTES SEC. 38-51-106(L). ALL UNEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEEL ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7. FLOOD ZONE: THE SURVEYED PROPERTY SHOWN HEREIN UES WITHIN OTHER AREAS ZONE r. AREAS DAY OF DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP (FIRM) NO. 08059C0211 F, WITH A REVISED DATE OF FEBRUARY 5, 2014, DETERMINATION OF FLOOD ZONE CLASSACAnON IS DEPICTED BY SCALED MAP LOCATION AND GRAPHIC PLOTTING ONLY. 8. THE STORM WATER QUALITY DETENTION AREA HEREIN SHOWN AS TRACT D- SHAU BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, ™E CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER· SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS. AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAUUC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBUC WORKS. 9. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAYMENT. MONUMENT HARDWARE AND RANGE BOXES WILL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST (303-235-28611 10.UTIUTY EASEMENTS ARE DEDICATED TO THE CITY OF WHEAT RIDGE FOR THE BENEFIT OF THE APPLICABLE UTILITY PROVIDERS FOR THE INSTALLAnON, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION. CABLE, AND TELECOMMUNICATIONS FACIUTIES (DRY UTILITIES). UllLITY EASEMENTS SHALL ALSO BE GRANTED WI™IN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES, IMPROVEMENTS, OBJECTS, BUILDINGS, WEUS, AND OTHER OBJECTS THAT MAY INTERFERE WlTH ™E UTILITY FACIUTIES OR USE THEREOF- (INTERFERING OBJECTS) SHALL NOT BEDAY OF PERMITTED WI™IN SAID UnUrr EASEMENTS AND THE UTIUTY PROVIDERS, AS GRANTEES, MAY REMOVE ANY INTERFERING 08JECTS AT NO COST TO SUCH GRANTEES, INCLUDING. WI™OUT LIMITATION. VEGETATION. XCEL ENERGY AND ITS SUCCESSORS RESERVE THE RIGHT TO REQUIRE ADDITIONAL EASEMENTS AND TO REQUIRE THE PROPERTY OWNER TO GRANT XCEL ENERGY AN EASEMENT ON ITS STANDARD FORM. 11. ALL TRACTS ARE NON-BUILDABLE AND ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. mACT A: TO BE USED FOR LANDSCAPE AND UTIUTIES TRACT B: TO BE USED FOR LANDSCAPE AND UTILITIES TRACT C: TO BE USED FOR LANDSCAPE AND GRADING TRACT D: TO BE USED FOR STORMWATER DETENnON AND DRAINAGE APPURTENANCES TRACT E: TO BE USED FOR ACCESS. UTIUTIES. AND DRAINAGE TRACT F: TO BE USED FOR UnLITIES AND DRAINAGE ACCEPTANCE OF DEDICATED INTERESTS IN REAL -Y THE CITY OF WHEAT RIDGE, COLORADO HEREBY ACCEPTS THE DEDICATION AND CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS, EASEMENTS, AND O™ER INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR PUBUC PURPOSES. CITY CERTIFICATION APPROVED THIS - DAY OF ,20- BY THE WHEAT RIDGE CITY COUNCIL ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBUC WORKS SURVEYOR'S CERTIFICATE 1, DON R. HULSEY, A PROFESSIONAL LAND SURVEYOR UCENSED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF QUAIL RUN FINAL PLAT WAS MADE BY ME OR DIRECTLY UNDER MY SUPERVISION ON OR ABOUT THE lOTH DAY OF MAY, 2018, AND THAT THE SURVEY IS BASED UPON MY KNOWLEDGE. INFORMATION AND BEUEF, Il HAS BEEN PREPARED IN ACCORDANCE WITH APPUCABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED AND APPUCABLE COLORADO STANDARDS OF PRACnCE, THE SURVEY IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPUED. AND THE ACCOMPANYING MAP ACCURATELY AND PROPERLY SHOWS SAID PLAT AND THE SURVEY THEREOF. DON R. HULSEY, P.L.S. 38291 UCENSED PROFESSIONAL LAND SURVEYOR FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC. NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT thi THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. CLERK AND RECORDER'S CERTIFICATE ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, THIS - DAY OF ,20_ JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK COVER SHEET CASE HISTORY WZ-17-11 WZ-18-13 WS-18-01 REVISION BLOCK INITIAL PREPARATION 5/9/18 FIRST REVISION 6/12/18 SECOND REVISION 7/20/18 THIRD REVISION 9/19/18 FOURTH REVISION 11/02/18 REVISION BLOCK FIFTH REVISON 9)(TH REVISION SEVENTH REVISION EIGHTH REVISION 1/04/19 6/24/19 7/9/19 10/03/19 UNJEy AzTec Prok No_ 54818-17 t 300 East Miner / Ave. Suite 1Lail/on, Colorado 80122 / Pho•/ 003)713-108hr (303)713·1897 -·w,azlecconsultnts.com Drswn By:NAK DATE OFDEVELOPERPREPARATION 2018-05-07 CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES SCALE:NA 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 SHEET 1 OF 6DENVER, CO 80238 Council further determines that the Ordinance bears a rational relation to the proper legislative object sought to be attained. Section 3. Severabilitv, Conflicting Ordinances Repealed. If any section, subsection or clause of this Ordinance shall be deemed to be unconstitutional or otherwise invalid, the validity of the remaining sections, subsections and clauses shall not be affected thereby. All other ordinances or parts of ordinances in conflict with the provisions of this Ordinance are hereby repealed. Section 4. Effective Date. This Ordinance shall take effect fifteen (15) days after final publication, as provided by Section 5.11 of the Charter. INTRODUCED, READ, AND ADOPTED on first reading by a vote of to on this 14th day of October, 2019, ordered published with Public Hearing and consideration on final passage set for Monday, October 28, 2019 at 7:00 p.m., in the Council Chambers, 7500 West 2gth Avenue, Wheat Ridge, Colorado. READ, ADOPTED AND ORDERED PUBLISHED on second and final reading by a vote of to , this day of ,2019. SIGNED by the Mayor on this day of ,2019. Bud Starker, Mayor ATTEST: Janelle Shaver, City Clerk Approved as to form Gerald E. Dahl, City Attorney First Publication: Second Publication: Wheat Ridge Transcript Effective Date: 2 CITY OF WHEAT RIDGE, COLORADO INTRODUCED BY COUNCIL MEMBER COUNCIL BILL NO. 16-2019 ORDINANCE NO. Series 2019 TITLE:AN ORDINANCE AMENDING SECTION 26-205 OF THE WHEAT RIDGE CODE OF LAWS CONCERNING THE REGULATION OF MINOR ACCESSORY STRUCTURES IN THE RESIDENTIAL-ONE ZONE DISTRICT (CASE NO. ZOA-19-04) WHEREAS, the City Council of the City of Wheat Ridge is authorized by the Home Rule Charter and the Colorado Constitution and statutes to enact and enforce ordinances for the preservation of the public health, safety and welfare; and WHEREAS, in the exercise of that authority, the City Council of the City of Wheat Ridge has previously enacted Chapter 26 of the Wheat Ridge Code of Laws (the Code) pertaining to zoning, land use, and development; and WHEREAS, the City Council has identified a need to modify regulations pertaining to minor accessory structures in the Residential-One (R-1) zone district associated therewith; and WHEREAS, the City Council finds that this amendment does not diminish the quality or character of its residential neighborhoods; NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO: Section 1. Code Section 26-205 (Residential-One District (R-1)) of the Code is amended as follows in their appropriate locations: B. Development standards: Maximum Maximum Minimum j Minimum Minimum Minimum Minimum Height Building ' Lot Area Lot Front Side Rear Coverage Width Yard Yard Yard Setback I Setback Setback (a) (b) (b) Accessory Major 15'1,000 sf N/A N/A 30' 0)15'15' Buildings (d)Minor 10'4@Q-6f N/A N/A 30' (c)4515'4515' 200 SF Section 2. Safetv Clause. The City Council hereby finds, determines, and declares that this Ordinance is promulgated under the general police power of the City of Wheat Ridge, that it is promulgated for the health, safety, and welfare of the public and that this Ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. The City A depends on the size and height of the structure. In general, a garage or carport is often classified as a major accessory structure, whereas a shed or gazebo is often classified as a minor accessory structure. The minimum side and rear setbacks for all structures in R-1 are currently 15 feet, including for minor accessory structures. City Council Policy Direction Anecdotally, staff hears occasionally from property owners who are displeased with the impact of the 15-foot setbacks in R-1. This is more often associated with sheds than garages. In the last 10 years, out of 156 variance applications, 8 variances have been processed in relation to R-1 side and/or rear yard setbacks. More recently, City Council directed staff to explore the option of a code amendment to reduce setbacks for accessory structures in the R-1 zone district. At a study session on August 19,2019, staffpresented an analysis of the code and other jurisdictions' regulations as it relates to the setbacks of accessory structures in the R 1 zone district. Council consensus was to reduce minimum rear and side yard setbacks to 5 feet, but only for accessory structures 200 square feet or less in size in the R-1 zone district. Proposed Ordinance The enclosed ordinance reflects Council's direction and includes two text amendments to the zoning code: 1. Minor accessory structures in R-1 are limited to a maximum size of 200 square feet (a reduction from the current allowance of 400 square feet), and 2. Minimum side and rear setbacks are 5 feet for these minor accessory structures in R-1. Based on this change, any detached structure over 200 square feet in the R-1 zone district is classified as a major accessory structure and will require 15-foot side and rear setbacks. RECOMMENDED MOTION: "I move to recommend approval of the proposed ordinance amending Section 26-205 of the Wheat Ridge Code of Laws concerning the regulation of minor accessory structures in the Residential-One zone district." Exhibits: 1. Proposed Ordinance ZOA-19-04 / R-1 Minor Accessory Structures 2 r City of9-Wheatge -/COMMUNITY DEVELOPMENT PLANNING COMMISSION LEGISLATIVE ITEM STAFF REPORT MEETING DATE: October 17, 2019 TITLE:AN ORDINANCE AMENDING SECTION 26-205 OF THE WHEAT RIDGE CODE OF LAWS CONCERNING THE REGULATION OFMINOR ACCESSORY STRUCTURES IN THE RESIDENTIAL-ONE ZONE DISTRICT CASE NO. ZOA-19-04 ® PUBLIC HEARING ® CODE CHANGE ORDINANCE Case Manager: Zareen Tasneem, Planner I Date of Preparation: October 8,2019 SUMMARY: In 2009, the City of Wheat Ridge's residential development standards were modified in the Zoning and Development Code (Chapter 26 of the City's Code of Laws, or the Code). As a result, side and rear setbacks for accessory structures are now 5 to 10 feet in most residential zone districts. However, there was a conscious policy decision at the time to not change the Residential-One (R-1) standards, which require 15-foot side and rear yard setbacks for all structures. The purpose of the proposed ordinance is to modify development standards for minor accessory structures in the R-1 zone district, specifically as they relate to the rear and side setbacks and maximum square footage allowed per structure. Notice for this public hearing was provided as required by the Code of Laws. BACKGROUND: Current City Regulations The R-1 zone district is the City's largest lot, single-family zone district requiring a minimum lot area of 12,500 square feet (0.25 acre) and lot width of 100 feet. The purpose and intent of this zone district is to provide high quality, safe, quiet, and stable low-density residential neighborhoods, and to prohibit activities of any nature which are incompatible with the low- density residential character. In residential zone districts, setbacks are established for primary and accessory structures. Accessory structures are defined as major or minor. This distinction between major and minor ZOA-19-04 / R-1 Minor Accessory Structures 1 L ' RED!»N D 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity; and The team has been discussions with utility providers. Clear Creek Valley Sanitation District has agreed to provide sewer service to the property with the applicant extending a main to connect to their existing system. Valley Water District has agreed to supply water and has infrastructure in adjacent 54th Avenue. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards All applicable design codes and standard will be adhered to with the SDP and throughout the development process. If you have any questions or need additional information or documents please let me know My email is Tfrazier@redland.corn. The team looks folward to working with the City of Wheat Ridge to create a successful development. Travis Frazier, PE Project Manager Que# Run - W,·Rten Request May 10,2018 P./a' Planning Commission 23 Case No. WZ-18-13 and WS-18-01 / Quail Run . EXHIBIT 8: APPLICANT LETTER AARLaN D / Where Great Places Begin 720,283 6783 Office 1500 West Canal Court Littleton, Colorado 80120 R REDLAND.COM May 10, 2018 Mr. Zachary Wallace City of Wheat Ridge 1682 Anywhere Street aty, CO 80000 Re:Quail Run- SDP Written Request Dear Zach, Please accept this letter on behalf of Redland and the project team for Quail Run in Wheat Ridge. Wonderland Homes will be the developer of the lots with architedure by DTJ Design. Redland will be providing civil and landscape design services. The team is submitting a Specific Development Plan and Final Plat for the property located at the southeast corner of W 54th Avenue and Quail Street in Wheat Ridge, Colorado. The project involves the development of 6.01 acres and will provide 14 single family detached homes and 42 townhomes in 10 buildings with a mix of 4 and 5-unit townhomes. A community landscape space is provided through the center of the site. The following review criteria for SDP's are provided in Wheat Ridge Municipal Code Section 26- 305. D. We offer the follow responses to these criteria: 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in sedion 26-301 of this article; and The SDP is second phase of the PD process. The purpose of a PD is to establish a well-designed and innovative development. We believe our application meetsthese requirements. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan; and 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan; and 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan; and The team worked hand in hand during the preparation of the ODR No major deviations are requested from the ODP document. The design intent, uses and development guidelines provided in the ODP are adhered to with the SDR Planning Commission 22 Case No. WZ-18-13 and WS-18-01 / Quail Run This page intentionally left blank. Planning Commission 21 Case No. WZ-18-13 and WS-18-01 / Quail Run C Inlut %1% j /1.4,4 1/ ilin /1 0 I<,1 111 5 1 i •• •t .14 41//, 4/1/ Skyline Estates Filing No.1 Master Association, ific·2140 South Holly Street Denver, Colorado 80223 November 2, 2018 Karl W Franklin5347 Parfet Street Arvada, Colorado 80002 REF: Architectural Application for 5347 Parfet 5treetApplication Number 004481 Dear Karl W Franklin:I Your application for Landscape - adjacent development (Quail Run) detention pond outlet pipe connection hasbeen reviewed and approved with the following conditions: Approved as submitted Please note that any additions or a modification to the above referenced work requires a new application. If youhave questions or comments, please contact us at 303.733.1121 or support@accuinc.com. Thank you for your cooperation.A E-Sincerely, r A-- EFici-5Adoval, CAM, CMCA E A Cat *,cProperty M,mager of Community Associations Property File r, BBB Cifmmun'Wi 2140 South Holly Street•Denver, Colorado 80222-5621•Fax 303.777.2229•support@accuinc.com - * '*' ' Scott Cutler From:Summer Clark <summer2clark@gmail.com> Sent:Thursday, October 17,2019 11:15 PM To:Scott Cutler CC Travis Frazier Subject:FW: Quail Run Scott, Below are the emails we received from the HOA Director of Community Services, and VP of Community Managers referencing the HOA Board approval of our drainage plan connecting our detention pond drainage into the Skyline drainage easement. Insomuch as the HOA's approval in writing was specifically requested and required by Skyline Estates HOA resident Karl Franklin, Civil Engineer, to validate his agreement with Wonderland Homes to have the drainage connection into the drainage easement through his backyard, they sent the letter to him and just confirmed this to us via the emails below. After he received their written approval, he confirmed this in writing for the benefit of the City of Wheat Ridge, which letter you have in your files. Please let us know if there is anything more you might need beyond what Travis also sent you tonight. Thanks, Summer PS - Thank you for your proficient deliberation and clear presentation this evening. I can only imagine the work you had to do in preparation for the hearing with almost two years of Quail Run's files between two previous planners to go through. From: "Liana R. Way" <lianawav@accuinc.com> Date: Tuesday, November 6, 2018 at 2:53 PM To: "Erica E. Sandoval" <ericasandoval@accuinc.com>, Travis Frazier <tfrazier@redland.com> Cc: Summer Clark <summerlclark@gmail.com> Subject: RE: Quail Run Yes, it has been approved and letter was sent on 11/2/18. . Thanks, CCU, Inc. Liana Way Director of Community Services 2140 S. Holly Street, Denver, CO. 80222 Main: (303)733-1121 Toll Free: 1-866-373-2290 Fax: (303)777-2229 support@,accuinc.com www.accuine.com 1 1 Office files attached were created using Microsoft Office 2007. If you cannot view the file, click hereto download the converter. ....C. OF ecommunity 0/*C,•f'©•IN+Il•¥14 / OVER Av BU" ' ACCRIDITED g BUSINESS Exceeding Expectations- Fullilling Pnomises Excening in HOATechnology CONFIDENTIALITY NOTICE: This e-mail transmission, and any documents, files or previous e-mail messages attached to it is information belonging to ACCU, Inc which may contain information that is confidential or legally privileged. From: Erica E. Sandoval <ericasandoval@accuinc.com> Sent: Tuesday, November 06, 2018 12:08 PM To: Travis Frazier <tfrazier@redland.com> Cc: Summer Clark <summerlclark@gmail.com>; Liana R. Way <lianawav@accuinc.com> Subject: RE: Quail Run Travis, I believe this has been approved and a letter to the owner sent. Liana, can you please confirm. This was the ARC on Parfet. Thank you and have a great day! CCU, Inc. Erica E. Sandoval, AMS, CMCA, CAM Vice President of Community Managers Director of Developer Relations 2140 S. Holly Street, Denver, CO. 80222 Main: 6303)733-1121 Toll Free: 1-866-373-2290 Fax: (303)777-2229 Support@accuinc.com www.accuinc.com 1 2 Scott Cutler From:Scott Cutler Sent:Friday, October 18, 2019 9:06 AM To:'angella king' Subject:RE: WS-18-01 & WZ-18-13 Case Info Attachrnents:Quail Run SDP - For PC Review.pdf Angella - This attached SDP document is what was approved at Planning Commission last night. It still says draft because we haven't receive the final printed copy yet. Let me know if you have any questions. Best, Scott Cutler Planner 11 Community Development Department Office Phone: 303-235-2849 From: angella king <angellaking76@gmail.com> Sent: Friday, October 18, 2019 9:03 AM To: Scott Cutler <scutler@ci.wheatridge.co.us> Subject: Re: WS-18-01 & WZ-18-13 Case Info Hi Scott, Could you please provide me the design that shows the roads and layout of the properties? I'd like to provide it to my homeowner's group on Parfet. Thanks, Angella On Mon, Oct 7, 2019 at 9:00 AM Scott Cutler <scutler@ci.wheatridge.co.us> wrote: Hi Angella - I received your service request regarding the proposed development at 5372-5392 Quail Street (Quail Run). As you may be aware, the zoning for the property to build a mix of single-family homes and townhomes was 1 A.-4 City of9-V(fheatRidge POSTING CERTIFICATION CASE NO.WZ-18-13 & WS-18-01 PLANNING COMMISSION HEARING DATE: I, -Ilwls Frelu October 17,2019 (name) residing at 15co L.0 Cral CA Litileten Co 8014© (address) as the applicant for Case Nos.WZ-18-13 &hereby certify that I have posted the Notice of WS-18-01 Public Hearing at 5352-5392 Quail Street (location) on this 3 4 day of 9€*Urnber and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in the position shown on the map below. Signature:I V Ir , NOTE: This form must be submitted at the public hearing on thip¢e and will be placed in the applicant's case file at the Community Development Department. MAP 414: /4.' , Lt »Wae# ill .ual[DBIBEfrditi I .%.. 7 '1 1/ ,0 0 1 [-F €.'* .| - . 42 I /2,7 'i'f:/ ti:ifp·k'·'I '-- 05 .kettifflf ffit til¢*449-flit ' ' -' A . e Signs 1 1 1<4 vVV12&1Ridge PUBLIC POSTING REQUIREMENTS j One sign must be posted per street frontage. In addition, the, following. requirements i. ,must be met: • The sign must be located within the property boundaries. • The sign must be securely mounted on a flat surface. • The sign must be elevated a minimum of thjrt*(30), inches from ground. • The sign must be visible from the street without obstruction. • The sign must be legible and posted for fifteen (15) continuous days prior to and including the day of.the hearing [sign must be in place until 5pm on October 17, 2019]. It is the applicant's responsibility to certify that these requirements have been met and to submit a completed Posting Certification Form to the Community Development Department. Scott Cutler From:Scott Cutler Sent:Thursday, October 17,2019 11:40 AM To:'Scott Ohm' Subject:RE: CASE WS-18-01 & WZ-18-13 WONDERLAND HOMES Hi Scott, my responses are in red below.OVK 01·es.-+ 6*47 4= t. £-4.l SA/41F Scott Cutler Plannerll Community Development Department Office Phone: 303-235-2849 t''I. w neatiqgge 17• ·640 c 40(01/4 » .Col •4 44-4 ve- C; h PfAk : , Ywv•A-¢.A 47 4- _ 7 9 46# pak 4/· 6, 1401 7 ,•ad t.-p,vs 1-1 °*m: a,.•i , 144€ 1969- 2019 From: Scott Ohm <scott@groundedbydesign.com> Sent: Thursday, October 17, 2019 11:10 AM To: Scott Cutler <scutler@ci.wheatridge.co.us> Subject: CASE WS-18-01 & WZ-18-13 WONDERLAND HOMES Scott, These are some of the questions that I may ask and wanted to give you advance notice. I do not require an answer prior to the P.C. mtg. Sheet SDP-3, Development Stds, #8,e. Min driveway length is 15' and min driveway length is 18'. What is the City standard parking stalllength? This is permitted because it is a PRD, but a standard parking space is 18' in length. The houses that have 15' driveways are allowed per the ODP/SDP to use the street as an additional parking space and all of these spaces were accounted for in the overall count. This is certainly not typical but was necessary to allow for front setback variation so not every house was identical. The 15' driveways do not count toward the overall parking count, but the 18' driveways do. The proposed Quail street does not show up in Streetscape Design Manual which is dated 2010. Will Quail street be designated a Collector street and does the Streetscape Design Manual apply to the is project? This portion of Quail Street is in Arvada and will be built to Arvada standards. The sidewalk is in Wheat Ridge and the northern portion is attached, which is a local standard, and the southern part is detached, which is preferred but not required. The Streetscape Manual is also in the process ofbeing updated but this street is not proposed to elevate beyond the level of a local street, at least in Wheat Ridge. Sheet SDP-4 Landscape Plan The street frontage chart only shows Qual Street. Why are W. 54th Ave, W 53rd Drive, W 53rd Place and Pierson Court excluded? Quail Street is being included because it has a detached sidewalk and a landscaped amenity zone. The other street trees are being provided in the individual lots and will be assessed at time of building permit. Each single-family lot will have a street tree, perhaps 2 for the larger lots. 1 Who is responsible for streetscape planting between the applicants property to the back of curb along W. 54th ave? That area is in the City of Arvada. I believe it is the HOA for Skyline Estates but this may be a more appropriate question for the applicant. Under the Landscape notes #8 the applicant states that Deciduous trees will be planted a min 6 feet from sidewalks. What is the distance from the sidewalk to the center of the trees along Quail Street? The distance is 3' which is standard when there is a 6' amenity zone. The landscape notes refer to on-site landscaping. The applicant is showing one tree as 6 ft clump with the rest of the tree are listed as 2" caliper and do not meet the City's requirements ofthe streetscape design manual of 2.5" caliper. Code allows on-site trees to have a minimum of 2" caliper. Local streets do not have the same requirements as streets included in the Streetscape Design Manual. Based on the Quail street only at 13 required trees plus 33 trees would equal 46 trees total. The landscape plan shows 39 trees total. Many additional trees are being provided that are not shown on the landscape plan. The "typical" landscape plan for both the townhomes and single-family are shown in the bottom-left of Page 6 and each lot will be assessed at time ofbuilding permit. We have a plan in place to track the landscaping requirements and masonry requirements as part of the permitting process. The birch tree typically uses a high amount of water. The code states "F. Plantings. 1. In all cases, the use of xeric/waterwise plant materials is encouraged." Why was this tree chosen? Ask the applicant this question. It is not a prohibited species and can be used. Does the City public works allow trees in the detention pond or have a min. Horizontal separation from detention structures? Trees are allowed in detention ponds. I am unaware of a minimum distance but the trees provided appear to be pretty far from the structures. Sheet SDP 8.1 & 8.2 It appears that every dimension showing the 35' max height is below the buildings top of roof height suggesting that the roof is taller than 35' height. Please explain. City Code measures roof height to the mid-point of pitched roofs. All of these buildings are therefore at or below 35' in height per code, even though the rooflines extend above. Sheet 2,3,4 ofthe Final Plat Plat shows Tract Q as being dedicated to City of Aurora. I assume this is in error? Tract Q wa; part of the Skyline Estates subdivision and is the City of Arvada. It was not part of this development plat as it was previously dedicated for Skyline Estates, and yes the Aurora is an error. We require surrounding context to be shown including lot number or tract name. Tract Q is not listed on the Sheet of the Final Plat under General Notes #11. Why? Same reason as above. Thank you, Scott Ohm, RLA Colorado #830 CLARB Certified Landscape Architect #10006 Principal Grounded By Design, LLC. Office: 303.872.7807 Wheat Ridge, CO 2 10/17/2019 7 4 0 . ,I '4. ''1 r.1 '' "JN'"'4J 1.' : b,I:c ?[r -3#4:liVW : A"i:ft,r 21.1 71,|41#121'rl]• /91/!Ir , // ,..11'' r 4 4 PRD Current Zoning Request/Purpose E Zoning/Outline Development Plan • Approved in April 2018 • Established permitted uses, conceptual layout, and development standards (height, setback, density) £ Specific Development Plan · Provides detailed site plan, landscape plan, elevations • Demonstrates conformance with zoning 0 Subdivision · Creates lots, tracts, easements, alleys, public streets 1 10/17/2019 Proposed Conditions r t- - 42 for-sale townhome lots (10 buildings) • 3 stories with pitched roofs • Alley-loaded units - 14 single-family homes (two stories) - 6 tracts, commonly maintained (open space, drainage, and alleys), plus utility easements - New public streets: 53rd Ave/Drive and Pierson Ct. SDP 31 b -EL w N LU 1 M A i B 2 10/17/2019 € 1 031-1 .-= LE- I ,.i.i.1- . 0 1 1 ..1 C 31 1/-,a... 8--- Ig ; El»!T 2 4 LU. .W. 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Process Staff Conclusions - SDP City Council approved outline development plan (the zoning) for the property on April 23, 2018 Referral - No concerns from outside agencies - Public Works and Planning have found the SDK plat, and civil construction documents to be approvable Staff finds: - The SDP is consistent with the ODP and is in compliance with all standards set forth in the ODP and City Code - The SDP is consistent with the purpose of a planned development - All agencies can serve the property Therefore, Staff recommends APPROVAL of the specific development plan, Case No. WZ-18-13. 15-dav Public Hearing noticing for Planning Commission - 4 phone calls received, no written comment 3 10/17/2019 Staff Conclusions - Plat Staff finds: - The plat complies with the standards in Article IV (subdivision regulations) of the City Code - The plat results in a logical lot layout consistent with the proposed SDP and approved ODP - All agencies can serve the property Therefore, Staff recommends APPROVAL of the major subdivision, Case No. WS-18-01. 4 Scott Cutler From:Scott Cutler Sent:Wednesday, October 9, 2019 11:27 AM To:'Travis Frazier'; rip@rrrventures.com; Kolby O'Herron CC:Jordan Jefferies; Lauren Mikulak Subject:Quail Run Follow-up Hi everyone - Thanks for attending the meeting yesterday. Feel free to send me any additional diagrams from the land planner to use in the presentation. Here's a summary of what we discussed at the meeting, with some actionable next steps. Sorry in advance for the long email ! Phasing/SIA I've started on a revised SIA Exhibit C per our discussion on phasing, and can send that to you once our team is able to look it over. We can continue to work on refining the SIA after the PC/CC hearings if needed. A helpful piece of info would be what the Joint Development Agreement with Haskins says about what portion of Quail Street is being constructed. From our meeting, it sounded like the entire street (sidewalks on both sides, all paving, etc) would get built by whoever goes first, with a reimbursement. The SDP references interim conditions for Quail Street which don't show complete streets; it's okay if these remain on the SDP but some clarity around the construction of Quail would be helpful for the SIA. Due at time of recordation • Parkland fees: $134,856.56 (for 54 new units, credit given for existing 2 houses) • SIA - signed • Lot sale covenant - signed • Recording fees: based on final number of pages in plat, SDP, SIA; typically $200-400 • Plat and SDP on mylars with owner's/surveyor's signatures Due at/prior to site work permit • Letter of credit (sent to Travis on 10/9) - typically accompanies SIA, due within 90 days of signature • Hard copy of CDs, CCP, permit application (including drainage, electrical for on-site lighting, retaining wall structural) Due at/prior to building permits • HOA docs - we need a draft prior to issuance to confirm the long-term maintenance of the common elements (tract landscaping, lighting, retaining walls, fencing, drainage) • Public/private improvements necessary to facilitate vertical construction (will depend on each building/phase) • Confirm with Randy Slusser for submittal requirements for the masters, site work permit, and individual unit permits • The new lots will be addressed after the 30-day post occupancy agreement expires in December Two more action items came up after the meeting: • Townhome Landscaping: The ODP calls for 30% landscaping in the townhome area (which we interpret to mean the area of the townhome portion of the site minus Tract E, the alleyway); this includes Tracts A and B (the landscaped paseos). When including Tracts A and B in the landscape calculation, the remaining on-site landscaping required is about 19%. This means that each townhome building needs to average 19% landscaped 1 coverage. This is important to keep in mind when preparing the master permits, because we don't want to get into a place where you're well short on landscaping at time of the final building permit. The SDP shows a "typical" schematic for the townhome landscaping, but we will be tracking the aggregate landscaping square footage throughout the building permit process and will need a better idea of the square footage/percentage for each building. • Temporary construction easement: The SDP shows a temporary grading and construction easement "by separate document" on Pg 2 along Lot 43 / Pierson Street. Do you have this agreement? If not, when would that be executed and recorded? I will provide the staff report for the 10/17 meeting when complete, hopefully Friday afternoon. I will send the revised SIA and Lot Sale Covenant in the near future as well. Thanks, Scott Cutler Planner 11 Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us 130 WOARib 1969----7:77 L CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 2 Scott Cutler From:Scott Cutler Sent:Monday, October 7, 2019 9:22 AM To:'beverlytimothy@yahoo.com' Subject:WS-18-01/WZ-18-13 Plans Attachments:Quail Run SDP - For PC Review.pdf Hi Tim - I've attached the SDP plan set that Planning Commission is going to review. The plat will follow the lot lines proposed by this SDP allowing each home to be sold separately. It's a large file so let me know if you have trouble accessing it or downloading it. No home will be allowed access onto 54h Avenue; you can see on Page 2 that each single-family home will have a driveway onto the new W. 53rd Drive that will be built as part of this project. If approved, they will be able to move forward to Building Permits. For updates on the permitting, you can contact Kim Cook at 303-235-2876 or Dina Kemp at 303-235-2873. They will be able to provide updates on whether the permits have been issued. The State regulates the Asbestos removal, and we also have a permit for demolition so you could contact them about that as well. Best Scott Cutler Planner 11 Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us Wheat i CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 1 City of*'heatllidge-0 COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 298 Ave.Wheat Ridge. CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE (As required pursuant to Code Section 26-109.D) October 3, 2019 Dear Property Owner / Current Resident: This is to inform you of Case No. WS-18-01 an application filed by Wonderland Homes for approval of a 56-lot subdivision and Case No.WZ-18-13 for approval o f a Specific Development Plan (SDP) for property zoned Planned Residential Development (PRD) and located at 5372- 5392 Quail Street. The zoning for this project was approved in April 2018 and approval of the subdivision and SDP is the required next step. This request is scheduled for public hearing in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning Commission (Plat and SDI')October 17, 2019 @ 7:00 p.m„ City Council (Plat Only)October 28, 2019 @ 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. If you need inclusion assistance, please call Sara Spaulding, Public Information Officer, at 303-235-2877 at least one week in advance ofthe meeting. www.ci.wheatridge.co.us L Vicinitv Map ¥i 1 i.9, Trpt.1,-Ir 4 u /6 4 ','6 -i- . -*4, 1..>pi•; -44-'P'.2 01/¢ !(„**\1.. .16.....i- .1.*f 14-/, „- 46:7 Ir-1,k .0 1 · - 1·,3, 1 - :.'t 4 3UL V rl .. 1:1,1 ...f I 111 '1 trd=, .73-11=-. 21-3-e ; AS *r-' N G : :15 :th* r •Di a - 1 ,!Irn,t-,i.-2- - 19,-80=214 r % 1 461'C .4- T;,--f--+91 95'' 4-1."IM-r 9 -4.#7*, ./.I . I.I. ** WS 1801.doc WZ1813.doc Z ABBATE RICHARD V ABBATE CAROL A 05323 PARFET ST ARVADA CO 80002 AMES RODGER L AMES BERNADINE 05363 PARFET ST ARVADA CO 80002 ARTHUR JOEL AHO REVOCABLE TRUST BARBARA JEAN AHO REVOCABLE TRUST 05300 QUAIL ST WHEAT RIDGE CO 80033 BEAULIEU KIRK G 05369 OWENS ST ARVADA CO 80002 BECKER MAUDE BECKER MATT R 11061 W 54TH AVE ARVADA CO 80002 BOTTOMLEY TIMOTHY A DERRINGER BEVERLY A 11191 W 54TH AVE ARVADA CO 80002 BRANDOW JONATHAN D BRANDOW CORI L 05266 PIERSON CT WHEAT RIDGE CO 80033 BRUNO ALAN R SULLIVAN TONI R 05362 PARFETST ARVADA CO 80002 BUCHKOSKI MICHAEL BUCHKOSKI DEBBIE 05333 PARFET ST ARVADA CO 80002 CLARK SUMM ER 05392 QUAIL ST WHEAT RIDGE CO 80033 DELLAPENTA HEATHER 05286 PIERSON CT WHEAT RIDGE CO 80033 DEMAS TRAVIS J DEMAS SHIERA C 06348 S MILLER WAY LITTLETON CO 80127 DEMOULIN JAMES DEMOULIN TAMMY PO BOX 1597 ARVADA CO 80001 DUX SIGNE F DUX DAKOTA A 05352 PARFET ST ARVADA CO 80002 ENGELMANN CHAD ENGELMANN JAMI 11031 W 54TH AVE ARVADA CO 80002 ERTLE KAYLA M AMES BRENDAN M 05256 PIERSON CT WHEAT RIDGE CO 80033 FARR CHRIS L FARR ALLISON D 05399 OWENS ST ARVADA CO 80002 FAY KENNETH FAY JOLENE 05393 PARFET ST ARVADA CO 80002 FORTUITY LLC 05337 PARFET ST ARVADA CO 80002 FRANKLIN KARL W FRANKLIN CORRINE 05347 PARFET ST ARVADA CO 80002 GILLIGAN FAMILY LP 04374 E PHILLIPS PL CENTENNIALCO 80122 GOODMAN DEBRA GOODMAN ANDREW 05307 PARFET ST ARVADA CO 80002 HARRISON KYLE J HARRISON KYLIE B 05276 PIERSON CT WHEAT RIDGE CO 80033 HAYMOND DARRIN RHAYMOND JENNEFER W 05357 PARFET ST ARVADA CO 80002 HEANEY TERRI L KRIEGER 11101 W 54TH AVE ARVADA CO 80002 HOUSER CRAIG H HOUSER CHERYL L 11011 W 54TH AVE ARVADA CO 80002 HUFFORD JERRY W RODRIGUEZ MARIANNE T 11171 W 54TH AVE ARVADA CO 80002 KASPARI JEAN 05336 PARFET ST ARVADA CO 80002 KING STEVEN J KING ANGELA S 05353 PARFETST ARVADA CO 80002 LOHMANN JOY L WOLLESEN DAREN 05282 QUAIL ST WHEAT RIDGE CO 80033 LUBKER JOEL L LUBKER DAWN R 05250 QUAIL ST WHEAT RIDGE CO 80033 LY WILLIAM 10962 W 54TH PL ARVADA CO 80002 MCDONALD JEFFREY P 11211 W 54TH AVE ARVADA CO 80002 MCKINNEYSTEVEN G MCKINNEY KELLYDEEN 11251 W 54TH AVE ARVADA CO 80002 MIKLAVCIC MICHAEL 05342 PARFET ST ARVADA CO 80002 MOORE JEFFREY SCOTT LUCAS MOORE JOAN KATHRYN 05275 PIERSON CT WHEAT RIDGE CO 80033 MORGAN ANDREW J MORGAN MEREDITH J 05383 PARFET ST ARVADA CO 80002 MUKARAKATE CALVIN CHIGWADA HAMUNYARI 05343 PARFET ST ARVADA CO 80002 NGUYEN MARIAT 05346 PARFET ST ARVADA CO 80002 PAVLOV ANATOLIY PAVLOV ANGELINA 05332 PARFETST ARVADA CO 80002 PENNINGTON SONDRA WARBURTON KEITH 05296 PIERSON CT WHEAT RIDGE CO 80033 PETER DENNIS L PETER JULIE K 11131 W 54TH AVE ARVADA CO 80002 REED ROCKY J REED VICTORIA L 11151 W 54TH AVE ARVADA CO 80002 REGAN GARY L REGAN JANICE A 05303 PARFET ST ARVADA CO 80002 REMINGTON HOMES OFCOLORADO INC REGAN HAUPTMAN 05740 OLDE WADSWORTH BLVD ARVADA CO 80002 REYNOLDS ELIZABETH E HART AARON R 05356 PARFET ST ARVADA CO 80002 ROBERT RICHARD DICKINSON & CHERYL LYNN DI 05389 OWENS ST ARVADA CO 80002 ROMAN ANDRE ROMAN BONNIE F 05265 PIERCE CT WHEAT RIDGE CO 80033 RUBY JAY B RUBY KAREN M 12663 W 87TH AVE 1 ARVADA CO 80005 RUPOLI ELLISA L RUPOLI DANNY F 11271 W 54TH AVE ARVADA CO 80002 SCHULTZ KEITH R SCHULTZ MONICA SENCION 05293 PARFET ST ARVADA CO 80002 SCOTT ELIZABETH K 05379 OWENS ST ARVADA CO 80002 SKALLA GREGORY R 05372 QUAIL ST WHEAT RIDGE CO 80033 SKYLINE ESTATES FLG #1 MASTER ASSN INC 13585 W COLFAX AVE GOLDEN CO 80401 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC MANAGEMENTSPECIALIST 00390 INTERLOCKEN CRESCENT 500 BROOMFIELD CO 80021 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC ASSOCIATION & COMMUNITY MANAGEMENT 12265 W BAYAUD AVE STE 110 LAKEWOOD CO 80228 SSM RIDGE LLC 07353 S ALTON WAY CENTENNIALCO 80112 STERNE CHRISTOPHER STERNE MARTHA 05366 PARFET ST ARVADA CO 80002 STIEBEN JEREMY D STIEBEN MICHELLE L 05285 PIERSON CT WHEAT RIDGE CO 80033 STRICKLER CHRISTOPHER B 05230 QUAIL ST WHEAT RIDGE CO 80033 TURACHAK JAMES V TURACHAK SUSAN E 05327 PARFET ST ARVADA CO 80002 VANDERVEEN THOMAS J VANDERVEEN KIMBERLY A 05377 PARFET ST ARVADA CO 80002 VIGIL KATHERINE 11291 W 54TH AVE ARVADA CO 80002 WAILES ANDREW GASPAROVIC KOURTNEY 05367 PARFET ST ARVADA CO 80002 WILCOXSON DAVID N WILCOXSON KIMBERLY D 11201 W 54TH AVE ARVADA CO 80002 WILSON ROBERT E WILSON SUSAN R 05373 PARFET ST ARVADA CO 80002 WORK SCOTT M 11091 W 54TH AVE ARVADA CO 80002 Scott Cutler From:Scott Cutler Sent:Monday, October 7, 2019 9:01 AM To:'Angellaking76@gmail.com' Subject:WS-18-01 & WZ-18-13 Case Info Hi Angella - I received your service request regarding the proposed development at 5372-5392 Quail Street (Quail Run). As you may be aware, the zoning for the property to build a mix of single-family homes and townhomes was approved in April 2018 by City Council. This proposal is for the plat for the site, which establishes lot lines and tracts to allow the proposed homes to be sold separately. The Planning Commission hearing is also a review of the Specific Development Plan, which is the final site plan, architecture, and landscaping of the development. You may have received a notice for this property back in January of this year, but that hearing was put on hold until some issues regarding the neighboring Haskins Station development in Arvada were resolved. Nothing has changed since January regarding the proposed layout of the site, and there are no changes from the zoning that was approved in April 2018. We are finally able to schedule hearings for the project now that the Haskins Station plat has been approved. I am the case manager for this project so please reach out to me directly if you have additional questions. Best, Scott Cutler Planner 11 Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us -. | WCARge 1969.2019 1 CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 1 Scott Cutler Fronn:Kenneth Johnstone Sent:Monday, October 7, 2019 8:52 AM To:Scott Cutler Subject:FW: Online Form Submittal: Service Request Scott, Can you please respond. Thanks. Ken Johnstone, AICP Community Development Director Office Phone: 303-235-2844 t*Wlttlt:Ridge - COMMUNITY DI:VE,OPMENT From: Allison Menard <amenard@ci.wheatridge.co.us> Sent: Monday, October 7, 2019 8:30 AM To: Kenneth Johnstone <kjohnstone@ci.wheatridge.co.us> Subject: FW: Online Form Submittal: Service Request Please review and respond to the service request below. Thank you, Allison Menard Operations Support Tech 11 Office Phone: 303-235-2815 Kfi WheatRjjge 1969.2019 1 From: no-reply@ci.wheatridge.co.us <no-reply@ci.wheatridge.co.us> Sent: Sunday, October 6, 2019 8:57 AM To: Allison Menard <amenard@ci.wheatridge.co.us> Subject: Online Form Submittal: Service Request Service Request To submit a WRPD complaint or Comm unity_Inp_ut_Form 1 1 commendation, please visit our Community Input Form: Requests for service will be responded to within 48 hours of receipt of the request during normal business hours, M-F, 8am-5pm. Service requests submitted outside of normal business hours will be responded to within 48 hours of the first business day. First Name:Angella Last Name:King Requestor Address Line 5353 Parfet St 1: Requestor Address Line Field not completed. 2: City:Arvada State:CO Zip Code:80002 Phone:3033458266 Alt Phone:Field not completed. Email:Angellakinq76@gmail.com Location of Request 5372-5392 Quail Street Subject Proposed development on Qual St About Service Request:Hello, we received a notice in the mail for upcoming hearings regarding the proposed development adjacent to our property (WS-18-01 & WZ-18-13). When I look at your website and planning documents attached they are not updated to, or match, what we received in the mail. Can you please advise with any new proposed development plats? Email not displaying correctly? View it in vour browser. 2 Scott Cutler From:Scott Cutler Sent Wednesday, September 11, 2019 3:50 PM To:'Kolby O'Herron'; Travis Frazier; rip@rrrventures.com Subject:RE: Quail Run SIA - 2nd Draft and Lot Sale Restriction Hi Kolby - With the public hearing dates now known and most things wrapping up on our end, it's probably time to schedule a pre- construction/post-entitlement meeting. This should take place before the public hearings so we can discuss the vertical construction phasing you've proposed below. We'll invite Arvada Fire to the meeting as well since the bulk of the vertical construction phasing constraints will come from them; they will determine what roadways need to be completed prior to issuance of the models permits or other buildings. All of this will be reflected in the final SIA which will be signed after City Council. Our Chief Building Official will be in attendance as will our Public Works field inspector, Jordan, myself, and our Planning Manager Lauren Mikulak. Regarding your comments on "initial acceptance", the City accepts the improvements and then the 2 year clock starts. We consider the acceptance that starts the 2 year clock to be the initial acceptance; basically we don't use that term so hopefully that clarifies things. I went ahead and changed the 10/31/21 date to 6/30/22 for the improvements date to give some extra time given that the approvals would fall at the end of the construction season. That will be reflected on the next draft of the SIA which we can discuss at the upcoming meeting. House landscaping deferral is handled on a lot-by-lot basis for single-family homes, not in the SIA. Each home is issued an individual building permit of which one condition isthe requirement forthe completion of landscaping bytime of final inspection/CO. That way if something needs to be deferred, we can accept escrow for that individual lot (typically $1,500-3,000 depending on what needs to be installed) and not hold up acceptance of other properties or the project as a whole. Hope that clarifies some things. I will work with Steven Parker at Arvada Fire on some dates, but our preferred week is likely that 2nd week of October. Best, Scott Cutler Planner 11 Community Development Department Office Phone: 303-235-2849 1969 - 2019 7 From: Kolby O'Herron <OHerron@wonderlandhomes.com> Sent: Thursday, September 5, 2019 9:50 AM 1 To: Scott Cutler <scutler@ci.wheatridge.co.us>; Travis Frazier <tfrazier@redland.com>; rip@rrrventures.com Subject: RE: Quail Run SIA - 2nd Draft and Lot Sale Restriction Scott, Thank you for the consideration. A couple additional points we would like to clarify: • On the Covenant, it's not clear as to timing, however, we would like to see a note referencing "initial acceptance". • We would like to start vertical construction on our models (located on lot 1 blk 1 and 1-5, blk 2) prior to initial acceptance provided we comply with all weather fire access to both. • We would like a similar note to house landscaping for public landscaping allowing us to defer. Since the no later than date is 10/31/21 we may or may not be ready for public Ic install. Thank you again and we are eagerly looking forward to build this neighborhood in Wheat Ridge. Kolby KOLBY O'HERRON Senior Vice President Wonderland Homes 5660 Greenwood Plaza Blvd. Suite 101-N Greenwood Village, CO 80111 Direct: (303-567-7636 Cell: (303) 819-1642 oherron@wonderlandhomes.com www.wonderlandhomes.com V'ONDERLAND HOMES 41, Ad- 66Wan. f O ¥ i in From: Scott Cutler <scutler@ci.wheatridge.co.us> Sent: Thursday, August 29, 2019 8:39 AM To: Kolby O'Herron <OHerron@wonderlandhomes.com>; Travis Frazier <tfrazier@redland.com>; rip@rrrventures.com Subject: Quail Run SIA - 2nd Draft and Lot Sale Restriction Kolby - I've attached the 2nd draft of the Quail Run SIA. You can ignore the version number, these are for internal tracking purposes only. The construction phasing in Exhibit C is our standard, which requires all streets prior to vertical building permits. Please look this over specifically as construction phasing needs to be memorialized in the SIA. We were able to accept all proposed edits with the exception of one, where I made a comment. You had a question about the Lot Sale Restriction Covenant, and the first draft is attached. We have this requirement for any subdivision that includes townhomes for the following reasons: • Once the plat is recorded, there is nothing that prevents sale of "paper lots" without necessary internal infrastructure. This issue (sometimes called zombie subdivisions or paper subdivisions) can result in individual parties owning lots and not being able to develop them. • This issue is unique to townhome developments in which lots are served by and reliant on on-site, private horizontal infrastructure (including alleyways). For example, with single family detached projects we don't allow 2 the issuance of any building permits until public improvements are complete, and we collect an LOC for the entirety of those public improvements. • The covenant and restriction would essentially limit the sale of individual lots unless and until all horizontal infrastructure for each phase is complete. This is the only alternative to providing a financial guarantee for those on-site improvements. This doesn't prohibit you from going under contract with a buyer but prohibits closing before infrastructure is complete. I heard that the Arvada plat is progressing nicely so if all goes well I'll be in touch soon to schedule public hearings on our side of things. Thanks, Scott Cutler Planner 11 Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us WheatRE}ge*L 1969 - 2019 CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. i 3 Scott Cutler Fronn: Sent: To: Subject: Attachments: Travis Frazier <tfrazier@redland.com> Tuesday, August 6,2019 9:25 AM Jordan Jefferies; Rob Oglesby; Scott Cutler RE: Quail Run Submittal 18005 PRIVATE Improvement Quantities_2019-08-06.pdf Follow Up Flag:Follow up Flag Status:Flagged Jordan, Use this link Quail Run CDS to access the stamped plans as requested. I have included the update quantities as well. We are working on the construction control plan and will have this to you within the next few weeks. Let me know if you need anything else. Travis Travis Frazier, P.E. 1 Project Manager 11;..u.,. 0,00 RedlandmmmmmWHERE GREAT PLACES BEGIN Coming Attraction! Our 11th Annual Open House-an evening at the Redland Drive-In. Thursday, September 19th. More details to come! 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x126 Cell: (303) 875-7193 tfrazier@redland.com www.redland.com From: Jordan Jefferies <jjefferies@ci.wheatridge.co.us> Sent: Monday, August 5, 2019 3:38 PM To: Travis Frazier <tfrazier@redland.com>; Rob Oglesby <roglesby@redland.com>; Scott Cutler <scutler@ci.wheatridge.co.us> Subject: RE: Quail Run Submittal Hi Travis, These are approved. Would it be possible to just insert your electronic signature into the regular PDF rather than scanning the signed sheets? The filesize (350MB) is very large and the image quality on the scanned sheets is not the same. Let me know. If 1 you're unable to do that, we can work with this, but would much prefer the PDFs with an electronic signature for the above reasons. I believe the only additional item we need to approve is the Construction Control Plan (CCP). The approved version is not required until you're applying for the sitework permit, but we usually have some comments on the initial submittal so two submittals are typical. Lastly, could you include the public storm sewer costs (below) in the private improvements estimate as well (it should be in both estimates). Despite this being public storm sewer, it's easier for us to collect the use tax along with the site work permit ratherthan when applying for the ROW permit. UNIT TOTAL 5torm Sewer QUANTrrY UNrr PRICE COST 18* RCP {0-8' depth)335 LF $85.00 $28,480 47 Cia. Manhole 1 EA $3.250.00 53.250 5' Dia. Manhole 1 EA $4.000.00 54,000 10'Type 'R' [nlet 3 EA $6,000.00 $18.000 15' Type 'R' Inlet 1 EA $8,500.00 58.4500 18' Flared End Section 1 EA 51,350.00 $1350 Pond Outlet Structure 1 EA $15,000.00 $15.000 12- SDR-35 PVC 55 LF $70.00 $3,850 1208@nout 1 EA $200.00 $200 Storm Sewer Subtotal $82630 Jordan Jefferies, PE Civil Engineer Office Phone: 303-235-2868 5au From: Travis Frazier <tfrazier@redland.com> Sent: Monday, August 5, 2019 11:59 AM To: Jordan Jefferies <liefferies@ci.wheatridge.co.us>; Rob Oglesby <roglesby@redland.com>; Scott Cutler <scutler@ci.wheatridge.co.us> Subject: RE: Quail Run Submittal Jordan, https://redland.box.com/s/7hkg2cidu5043huni4otokh3rqzxln5r Use the link above to access the revised plans and a copy of the signed set. Do you need a hard copy? Thanks. Travis Travis Frazier, P.E. 1 Project Manager M 'ANNU'* 0- Redland00'00 WHERE GREAT PLACES BEGIN 2 Scott Cutler From: Sent: To: CC: Subject: Attachments: Jordan Jefferies Wednesday, July 10, 2019 10:26 AM Rob Oglesby; Scott Cutler Travis Frazier; Dave Brossman RE: Quail Run Submittal 18005_Quail Run Drainage Report-05-2019_APPROVED.pdf; REDLINES_18005 QUAIL RUN CDs 2019-06-21.pdf; Pull Box.pdf Hi Rob/Travis, I've completed review of the latest submittal. There are only a few minor comments. I believe Dave has been coordinating the plat issues with you, so I won't include those. I only have 2 comments on the CDs, attached and summarized below: • The streetlight along Pierson Ct must be moved. If the streetlight is to remain it should be adjacent to the tract rather than adjacent to Lot 26. Please see markups for additional information. • The pullbox detail provided is the wrong detail. I've attached the correct pullbox detail. Please insert this into the drawings. Once these comments are incorporated, 1 should be able to approve the drawings. Please note that the streetlight appears on several sheets and the SDP, so unfortunately all of these sheets will need to be replotted for the next submittal. The Final Drainage Report has been approved and the approved copy is attached for your files. Thanks, Jordan Jefferies, PE Civil Engineer Office Phone: 303-235-2868 1909 -201 9 From: Rob Oglesby <roglesby@redland.com> Sent: Monday, June 24, 2019 4:08 PM To: Scott Cutler <scutler@ci.wheatridge.co.us> Cc: Jordan Jefferies <jjefferies@ci.wheatridge.co.us>; Travis Frazier <tfrazier@redland.com> Subject: Quail Run Submittal Scott, Please use the link below forthe Quail Run submittal: https://red land.box.com/s/5krelk3d64k5dwtivr3ts5vab97v66vb 1 Let us know if you have any questions. Thanks, Rob Oglesby, P.E. 1 Project Engineer YEARS ORedland EY WHERE GREAI PLACES BEWN 1500 West Canal Court Littleton, CO 80120 Office: (720) 283-6783 x133 Cell: (303) 518-2115 roolesby@redland.com www.redland.com 2 Citv of-WhdatR®lge -- PUBLIC WORKS Memorandum TO:Scott Cutler, Planner FROM:Jordan Jefferies, P.E. DATE:May 31, 2019 SUBJECT:WZ-17-11 / Clark - Quail Run I have completed review of the sixth submittal of the Specific Development Plan, Final Drainage Report, CDs, and Final Plat for the proposed Quail Run development at West 53rd Place and Pierson Court received on May 17, 2019, and I have the following comments: PLANNING & ZONING Specific Development Plan: 1. All previous SDP comments have been adequately addressed; the SDP is approvable from a PW standpoint. Final Plat: General comments: 1. Please note Public Works recommends the following Conditions of Approval be applied to this plat due to the unique nature and design ofthis development proposal: Prior to City of Wheat Ridge approval of the Final Plat, the following prerequisites shall be undertaken and completed: a. City of Arvada review and acceptance of the drainage design found in the Quail Run Final Drainage Report and Plan. Written acknowledgement from Arvada shall be provided to the City of Wheat Ridge. b. City of Arvada review and approval of Construction Plans for Quail Street. Written approval from Arvada shall be provided to the City of Wheat Ridge. c. A Right-of-Way deed transferring title, or a Permanent Easement for the purpose of"The construction and maintenance of a roadway and all its appurtenances", shall be prepared for the entirety of the Quail Street improvements lying outside the City of Wheat Ridge. The Right-of-Way deed or Permanent Easement shall be granted to the City of Arvada, and a copy of the recorded document shall be provided to the City of Wheat Ridge. Quail Run SDP Review 6 Letter.docx L 1 Public Works Engineering May 31, 2019 Page 2 d. An Easement Agreement or a Temporary Construction Easement of sufficient width as to allow for the construction of the Quail Street roadway shall be obtained from the underlying landowner to the benefit of the developer, and a copy of the recorded document shall be provided to the City of Wheat Ridge. Sheet 1 - COVER SHEET Owner's Certificate: 1. Please increase the acreage to four (4) decimal places as required. 2. Update Revision block. Sheet 2 - EXISTING CONDITIONS 1. All previous comments have been adequately addressed. 2. Update Revision block. Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW 1. All previous comments have been adequately addressed. 2. Update Revision block. Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION 1. All previous comments have been adequately addressed. 2. Update Revision block. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION 1. Please add the text as shown on the redlined plat clarifying the portion of Quail Street ROW that is to remain. 2. Update Revision block Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION 1. All previous comments have been adequately addressed. 2. Update Revision block CIVIL ENGINEERING Final Drainage Report: 1. All previous comments on the Final Drainage Report have been adequately addressed; the Final Drainage Report is approvable upon submittal of a signed and sealed copy. Construction Plans: 1. Sheet (3.0- Overall Site Plan: Why is lighting not provided consistently throughout development? Lighting should be added to W 53rd at a minimum as indicated in the redline markups. 2. Sheet C3.0- Overall Site Plan: Electrical/lighting plans will be required prior to Quail Run SDP Review 6 Letter.docx Public Works Engineering May 31, 2019 Page 3 issuance of any ROW construction permits. Note that the civil plans will require some additional information prior to approval. Lighting/electrical details shall be required including pole, base, lighting head, and pullbox. Please add these to your site details sheets. The general pole, lighting head, and pullbox detail has been provided with these comments. The remainder ofthe details can be found on the City's website. NOTE: The City recommends contacting Mountain States Electric for assistance with lighting plans. The applicant is free to work with any lighting consultant, but Mountain States is familiar with City requirements. Contact Public Works for contact information. 3. Sheet C10.1 - Note that CDOT has updated their curb ramp details. Please update the CDOT curb ramp details with the latest version revised 5/3/2019. Public Improvements cost estimate: 1. Please update the quantity of streetlights per comment #1 above. 2. Please revise unit costs for the streetlight to $10,000. Private Improvements cost estimate: Public Works has no comments on the private improvements cost estimate. SUBDIVISION-RELATED REOUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included Quail Run SDP Review 6 Letter.docx 1.1 Public Works Engineering May 31, 2019 Page 4 in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer' s Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is $XXX,XXX. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. Private improvements Cost Estimate & Use Tax: A cost estimate for private infrastructure improvements will be required prior to issuance of a Sitework Permit. The private improvements cost estimate shall include a breakdown of costs for all non-public "horizontal" infrastructure installed on site, including but not limited to: paving, curb & gutter, sidewalks, sanitary sewer, water mains, hydrants, lighting, private storm sewer improvements, and landscaping. Costs associated with "vertical" construction and public infrastructure should not be included. The private improvements cost estimate will be used to determine the City use tax due for this project. City use tax is due upon application for a Sitework Permit. 5. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2- year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 6. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not Quail Run SDP Review 6 Letter.docx L. Public Works Engineering May 31, 2019 Page 5 limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, Construction Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 7. Sitework Permit: Prior to construction of any private infrastructure on the site, a Sitework Permit will need to be obtained from the City Building Department. Payment ofthe City use tax is required at the time of application for the Sitework Permit. Sitework Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report, Final Plat, Final Development Plan, Traffic Impact Study, Construction Plans, and Construction Control Plan. 8. Construction Control Plan: A Construction Control Plan (CCP) shall be required prior to issuance of Sitework and ROW Permits. The Construction Control Plan is a modified set of construction plans used in the field to facilitate recordation of key as-built elevations and dimensions. The CCP shall be developed by the design engineer and architect and shall be submitted to the City for review and final approval. Instructions for development of the CCP are included with this letter. 9. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 10. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Quail Run SDP Review 6 Letter.docx Public Works Engineering May 31, 2019 Page 6 Plan prior to City acceptance (as applicable to this project): i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies ofthe "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 11. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Quail Run SDP Review 6 Letter.docx City of37vvheatRidge/- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 May 31, 2019 Travis Frazier Redland 1500 W. Canal Court Littleton, CO 80120 Mr. Frazier: This letter is in regards to your application for approval of a Specific Development Plan and major subdivision for the proposed Quail Run development. The City has reviewed your sixth submittal and have the following comments. Specific Development Plan (SDP) No comments. Planning and Public Works both have found the document to be approvable. Plat Per Zack Wallace Mendez's comments sent on November 2, 2018, no Planning comments remain. Refer to the attached comments from Public Works to resolve their remaining comments. Minor comments also remain on the civil documents. For future consideration 1. Hearing Dates: The ROW dedication issues with the City of Arvada are moving forward, but Arvada staff do not know a hearing date at this time. The request is still being processed by Arvada's City Attorney as of this letter. I will follow up with you about proposed hearing dates once I hear back from Arvada about their schedule. 2. Subdivision Improvement Agreement (SIA): A draft SIA will be sent in the coming weeks. You will need to review the document and provide the requested exhibits, including an itemized cost estimate of on- and off-site improvements with the revisions requested by Public Works. A proposed phasing plan will be included for your review. More information to follow. 3. Parkland Dedication Fee: All new residential development is subject to parkland dedication based on the number of new units created. Fees are $2,497.28 per new unit, or $134,853.12 total (credit is given for the two existing houses). This fee is owed at the time the plat mylar is submitted to the City. 4. Addressinjz: Staff will create a proposed addressing plan for the individual units that meets the City' s addressing requirements. Buildings will be formally addressed after plat approval and prior to building permit submittal. This concludes the summary of comments. Please re-submit the plat and civil documents as .pdf and .dwg files. For questions or clarifications on any comments, feel free to directly contact me or Dave Brossman. www.ci.wheatridge.co.us L / Sincerely, 5/0 Scott Cutler Planner II CC:WZ-18-13 and WS-18-01 case files Rob Oglesby Case Nos. WZ-18-13 & WS-18-01 / Quail Run 1 V-City of tu\»47 W heatiqdge - COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE (As required pursuant to Code Section 26-109.D) January 3,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. WS-18-01 an application filed by Wonderland Homes for approval of a 56-lot subdivision and Case No.WZ-18-13 for approval of a Specific Development Plan for property zoned Planned Residential Development (PRD) and located at 5372-5392 Quail Street. The zoning for this project was approved in April 2018 and approval of the subdivision and SDP is the required next step. This request is scheduled for public hearing in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning Commission January 17,2019 @ 7:00 p.m., City Council February 11,2019 @ 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Ifyou need inclusion assistance, please call Sara Spaulding, Public Information Officer, at 303-235-2877 at least one week in advance of the meeting. www.ci.wheatridge.co.us Vicinitv Map ..1--"prt'FlE·'mi'j· #Ui0Jkt 729:017*--' 4- -: -i• * 44 4 f « Irifit ' 1%¥*,-77'.# ·1 7 = 3.- 1 12==al¢ -,«J/1k1 ?r-F+FA.W.' p 4 •JTW ]44' ...7<JI-2.01.f4, r L I : A dc,4 4,1. .1. 1 ., /. 6: '- 1 . 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CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE ( Revised) (As required pursuant to Code Section 26-109.D) January 11,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. WS-18-01 an application filed by Wonderland Homes for approval of a 56-lot subdivision and Case No.WZ-18-13 for approval of a Specific Development Plan for property zoned Planned Residential Development (PRD) and located at 5372-5392 Quail Street. The zoning for this project was approved in April 2018 and approval of the subdivision and SDP is the required next step. This request is scheduled for public hearing in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning Commission January 17, 2019 @ 7:00 p.m„ Continued Indefinitely Citv Council February 11,2019 @ 7:00 p.m., Continued Indefinitelv As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public nieetings sponsored by the City of Wheat Ridge. If you need inclusion assistance, please call Sara Spaulding, Public Information Officer, at 303-235-2877 at least one week in advance ofthe meeting. www.ci.wheatridge.co.us Vicinity Map hid ..7*riera'Erm„ 40 - -2·52*.1...St i .4 N·'U <I 4/A' 41 1 : 79,11,12-263=14 f I I741 le-,I *,4 i ---*r *IK .._-_t , .- . -- az z ,:, , 1. +f-t'." ,7-:. 1 1 i: ir- 1']F,rrfl I /: „1 11:f- ·'-//.WF* 1 7 i f ./9,&S T *.3, 1 4 rr . WS1801.doc WZ1813.doc Z> ABBATE RICHARD V ABBATE CAROL A 05323 PARFET ST ARVADA CO 80002 AMES BRENDAN M ERTLE KAYLA M 05256 PIERSON CT WHEAT RIDGE CO 80033 AMES RODGER L AMES BERNADINE 05363 PARFET ST ARVADA CO 80002 ARTHUR JOEL AHO REVOCABLE TRUST BARBARA JEAN AHO REVOCABLE TRUST 05300 QUAIL ST WHEAT RIDGE CO 80033 BEAULIEU KIRKG 05369 OWENS ST ARVADA CO 80002 BECKER MAUDE BECKER MATT R 11061 W 54TH AVE ARVADA CO 80002 BIRD RICHARD J BIRD JANELL J 05342 PARFET ST ARVADA CO 80002 BOTTOMLEY TIMOTHY A DERRINGER BEVERLY A 11191 W 54TH AVE ARVADA CO 80002 BRANDOW CORI L BRANDOW JONATHAN D 05266 PIERSON CT WHEAT RIDGE CO 80033 BRUNO ALAN R SULLIVAN TONI R 05362 PARFET ST ARVADA CO 80002 BUCHKOSKI MICHAEL BUCHKOSKI DEBBIE 05333 PARFET ST ARVADA CO 80002 CLARK SUMMER 05392 QUAIL ST WHEAT RIDGE CO 80033 DEMOULIN JAMES DEMOULIN TAMMY PO BOX 1597 ARVADA CO 80001 DUX SIGNE F DUX DAKOTA A 05352 PARFET ST ARVADA CO 80002 ENGELMANN CHAD ENGELMANN JAMI 11031 W 54TH AVE ARVADA CO 80002 FARR CHRIS L FARR ALLISON D 05399 OWENS ST ARVADA CO 80002 FAY KENNETH FAY JOLENE 05393 PARFET ST ARVADA CO 80002 FORTUITY LLC 05337 PARFEr ST ARVADA CO 80002 FRANKLIN KARL W FRANKLIN CORRINE 05347 PARFET ST ARVADA CO 80002 GILLIGAN FAMILY LP 04374 E PHILLIPS PL CENTENNIAL CO 80122 HARRISON KYLIE B HARRISON KYLE J 05276 PIERSON CT WHEAT RIDGE CO 80033 HART AARON R REYNOLDS ELIZABETH E 05356 PARFET ST ARVADA CO 80002 HAYMOND DARRIN R HAYMOND JENNEFER W 05357 PARFET ST ARVADA CO 80002 HEANEYTERRI LKRIEGER 11101 W 54TH AVE ARVADA CO 80002 HOUSER CRAIG H HOUSER CHERYL L 11011 W 54TH AVE ARVADA CO 80002 HUFFORD JERRY W RODRIGUEZ MARIANNE T 11171 W 54TH AVE ARVADA CO 80002 KASPARIJEAN 05336 PARFET ST ARVADA CO 80002 KING STEVEN J KING ANGELA S 05353 PARFET ST ARVADA CO 80002 LOHMANN JOY L WOLLESEN DAREN 05282 QUAIL ST WHEAT RIDGE CO 80033 LUBKER JOEL L LUBKER DAWN R 05250 QUAIL ST WHEAT RIDGE CO 80033 LY WILLIAM 10962 W 54TH PL ARVADA CO 80002 MCDONALD JEFFREY P 11211 W 54TH AVE ARVADA CO 80002 MCKINNEY STEVEN G MCKINNEY KELLYDEEN 11251 W 54TH AVE ARVADA CO 80002 MOORE JEFFREY SCOTT LUCAS MOORE JOAN KATHRYN 05275 PIERSON CT WHEAT RIDGE CO 80033 MORGAN ANDREW J MORGAN MEREDITH J 05383 PARFET ST ARVADA CO 80002 MUKARAKATE CALVIN CHIGWADA HAMUNYARI 05343 PARFET ST ARVADA CO 80002 NGUYEN MARIAT 05346 PARFET ST ARVADA CO 80002 PAVLOV ANATOLIY PAVLOV ANGELINA 05332 PARFET ST ARVADA CO 80002 PENNINGTON SONDRA WARBURTON KEITH 05296 PIERSON CT WHEAT RIDGE CO 80033 PETER DENNIS L PETER JULIE K 11131 W 54TH AVE ARVADA CO 80002 REGAN GARY L REGAN JANICE A 05303 PARFET ST ARVADA CO 80002 REMINGTON HOMES OF COLORADO INC REGAN HAUPTMAN 05740 OLDE WADSWORTH BLVD ARVADA CO 80002 ROBERT RICHARD DICKINSON & CHERYL LYNN DI 05389 OWENS ST ARVADA CO 80002 ROMAN ANDRE ROMAN BONNIE F 05265 PIERCE CT WHEAT RIDGE CO 80033 RUBY JAY B RUBY KAREN M 11231 W 54TH AVE ARVADA CO 80002 RUPOLI ELLISA L RUPOLI DANNY F 11271 W 54TH AVE ARVADA CO 80002 SCHULTZ KEITH R SCHULTZ MONICA SENCION 05293 PARFET ST ARVADA CO 80002 SCOTT ELIZABETH K 05379 OWENS ST ARVADA CO 80002 SHORT JASON 08200 E 8TH AVE 2-102 DENVER CO 80230 SKALIA GREGORY R 05372 QUAIL ST WHEAT RIDGE CO 80033 SKYLINE ESTATES FLG #1 MASTER ASSN INC 13585 W COLFAX AVE GOLDEN CO 80401 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC ASSOCIATION & COMMUNITY MANAGEMENT 12265 W BAYAUD AVE STE 110 LAKEWOOD CO 80228 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC MANAGEMENT SPECIALIST 00390 INTERLOCKEN CRESCENT 500 BROOMFIELD CO 80021 SSM RIDGE LLC 07353 S ALTON WAY CENTENNIAL CO 80112 STERNE CHRISTOPHER STERNE MARTHA 05366 PARFET ST ARVADA CO 80002 STIEBEN JEREMY D STIEBEN MICHELLE L 05285 PIERSON CT WHEAT RIDGE CO 80033 STRICKLER CHRISTOPHER B 05230 QUAIL ST WHEAT RIDGE CO 80033 TERNES CHERYL L 11151 W 54TH AVE ARVADA CO 80002 TRINDER JOHN M TRINDER KRISTEN E 05367 PARFET ST ARVADA CO 80002 TURACHAK JAMES V TURACHAK SUSAN E 05327 PARFET ST ARVADA CO 80002 VANDERVEEN THOMAS J VANDERVEEN KIMBERLYA 05377 PARFET ST ARVADA CO 80002 VIGIL KATHERINE 11291 W 54TH AVE ARVADA CO 80002 WILCOXSON DAVID N WILCOXSON KIMBERLY D 11201 W 54TH AVE ARVADA CO 80002 WILSON ROBERT E WILSON SUSAN R 05373 PARFET ST ARVADA CO 80002 WORK SCOTT M 11091 W 54TH AVE ARVADA CO 80002 r City of74- WheatRgge -- PUBLIC WORKS Memorandum TO:Meredith Reckert, Senior Planner FROM:Jordan Jefferies, P.E. DATE:December 3, 2018 SUBJECT:WZ-17-11 / Clark - Quail Run I have completed review ofthe fifth submittal ofthe Specific Development Plan, Final Drainage Report, CDs, and Final Plat for the proposed Quail Run development at West 53rd Place and Pierson Court received on November 9,2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: 1. All previous SDP comments have been adequately addressed; the SDP is approvable from a PW standpoint. Final Plat: General comments: 1. Please note Public Works recommends the following Conditions of Approval be applied to this plat due to the unique nature and design ofthis development proposal: Prior to City of Wheat Ridge approval of the Final Plat, the following prerequisites shall be undertaken and completed: a. City of Arvada review and acceptance of the drainage design found in the Quail Run Final Drainage Report and Plan. Written acknowledgement from Arvada shall be provided to the City of Wheat Ridge. b. City ofArvada review and approval of Construction Plans for Quail Street. Written approval from Arvada shall be provided to the City of Wheat Ridge. c. A Right-of-Way deed transferring title, or a Permanent Easement for the purpose of"The construction and maintenance of a roadway and all its appurtenances", shall be prepared for the entirety of the Quail Street improvements lying outside the City of Wheat Ridge. The Right-of-Way deed or Permanent Easement shall be granted to the City of Arvada, and a copy of the recorded document shall be provided to the City of Wheat Ridge. Quail Run SDP Review 5 Letter.docx Public Works Engineering December 3, 2018 Page 2 d. An Easement Agreement or a Temporary Construction Easement of sufficient width as to allow for the construction of the Quail Street roadway shall be obtained from the underlying landowner to the benefit of the developer, and a copy of the recorded document shall be provided to the City of Wheat Ridge. e. Written approval from all affected property owners of Skyline Estates Filing No. 1 for the proposed stormwater outfall from the detention facility in Tract D shall be obtained and a copy provided to the City of Wheat Ridge. f. Submittal of written acceptance from all affected property owners of Skyline Estates Filing No. 1 for utility installation, repair and maintenance of any and all utilities along the common boundary between Skyline Estates and Quail Run, if applicable. Sheet 1 - COVER SHEET Owner's Certificate: 1. Note: PW erred in previous review comments - The Legal Description should reflect existing condition ofparcel(s) and not proposed conditions. Therefore, the legal description should describe existing areas (acreages) as previously shown (see redlines). We apologize for the mistake. 2. Update Revision block. Sheet 2 - EXISTING CONDITIONS 1. Show the property boundary to match the legal description (for existing conditions) as redlined. Update boundary callouts as redlined. 2. Take off'TO REMAIN' from the 15' Utility Easement callout in the parcel just south ofthe project. No need to reference offsite easements. 3. Update Revision block. Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW 1. Add "EXISTING" to Parcel line callouts as shown. 2. Remove the 'EXISTING 15' PUBLIC ROW TO REMAIN' note atthe NW corner of Lot 43 as redlined (it is redundant to the note at the SW corner). 3. Move the curve callout (C8) as shown to reduce possible confusion with other leaders. 4. Add"BOUNDARY LINE HEREBY REMOVED BY THIS PLAT" callout as shown. 5. Update Revision block. Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION 1. Add "EXISTING" to Parcel line callouts as shown. 2. Turn off'PARCEL CONTAINS . . .' note near center of knuckle as it conflicts with other text and linework. 3. Utility easement callout at NE corner of Block 1, Lot 9, should dimension to a line segment and not a gap. 4. Update Revision block. Quail Run SDP Review 5 Letter.docx Public Works Engineering December 3, 2018 Page 3 Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION 1. Add "EXISTING" to Parcel line callouts as shown. 2. Adjust leaders and linework at the west end of Tract C as redlined. 3. Add "EXISTING LOT 43 WEST" in front ofthe 'PROPERTY BOUNDARY HEREBY REMOVED BY THIS PLAT note as shown. 4. Add"PROPERTY BOUNDARY LINES OF TRACT C HEREBY CREATED UPON RECORDATION OF THIS PLAT." as shown. 5. Change the '25' ROW HEREBY VACATED BY THIS PLAT' note to "EASTERN 25' OF EXISTING 40' WIDE ROW HEREBY VACATED BY THIS PLAT." as shown. 6. Add redlined corrections to 'PROPERTY BOUNDARY HEREBY. . .' note as shown. 7. Update Revision block Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION 1. Add"EXISTING PARCEL LINE HEREBY REMOVED BY THIS PLAT as redlined. 2. Add"(TO BE FULLY BLANKETED AND ENCUMBERED BY A UTILITY AND DRAINAGE EASEMENT) underneath the TRACT F callout. 3. Update Revision block CIVIL ENGINEERING Final Drainage Report: 1. All previous comments on the Final Drainage Report have been adequately addressed; the Final Drainage Report is approvable from a PW standpoint. Construction Plans: 1. Sheet C7.3 - Knuckle P&P: Public Works withdraws the previous comment on the knuckle plan/profile. The revisions to the knuckle plan/profile can be abandoned and the profile reverted back to show the -2% grade break for ease of construction or the plans can remain as shown. Ensure that the grade break(s) doesn't cause any issues with ADA accessibility in the crosswalk or the sidewalk ramp. 2. Upon consideration of the above comment, the Construction Plans will be approvable from a PW standpoint. Public Improvements cost estimate: 1. Revise the quantity of inlets to reflect the actual quantity. 2. Revise the quantity of street lights street lights to reflect the actual quantity. 3. Note that a separate cost estimate for private infrastructure is required prior to issuance of a sitework permit. Please provide the private improvements cost estimate with your next submittal. See item #4 below for additional information. Quail Run SDP Review 5 Letter.docx Public Works Engineering December 3, 2018 Page 4 SUBDIVISION-RELATED REOUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer' s Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is $XXX,XXX. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. Private improvements Cost Estimate & Use Tax: A cost estimate for private infrastructure improvements will be required prior to issuance of a Sitework Permit. The private improvements cost estimate shall include a breakdown of costs for all non-public "horizontal" infrastructure installed on site, including but not limited to: paving, curb & gutter, sidewalks, sanitary sewer, water mains, hydrants, lighting, private storm sewer improvements, and landscaping. Costs associated with "vertical" construction Quail Run SDP Review 5 Letter.docx Public Works Engineering December 3, 2018 Page 5 and public infrastructure should not be included. The private improvements cost estimate will be used to determine the City use tax due for this project. City use tax is due upon application for a Sitework Permit. 5. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2- year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% ofthe original itemized engineer' s cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 6. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, Construction Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 7. Sitework Permit: Prior to construction of any private infrastructure on the site, a Sitework Permit will need to be obtained from the City Building Department. Payment of the City use tax is required at the time of application for the Sitework Permit. Sitework Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report, Final Plat, Final Development Plan, Traffic Impact Study, Construction Plans, and Construction Control Plan. 8. Construction Control Plan: A Construction Control Plan (CCP) shall be required prior to issuance of Sitework and ROW Permits. The Construction Control Plan is a modified set of construction plans used in the field to facilitate recordation of key as-built elevations and dimensions. The CCP shall be developed by the design engineer Quail Run SDP Review 5 Letter.docx Public Works Engineering December 3, 2018 Page 6 and architect and shall be submitted to the City for review and final approval. Instructions for development of the CCP are included with this letter. 9. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 10. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current Cio' Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance (as applicable to this project): i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies ofthe "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). Quail Run SDP Review 5 Letter.docx Public Works Engineering December 3, 2018 Page 7 11. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Quail Run SDP Review 5 Letter.docx 5414 54#?*Cli <\ R/(g OWNERS' CERTIFICATE WE, ARTHUR J. AHO, BARBARA J. AHO, GREGORY R. SKALLA, SUMMER CLARK, JOEL L. LUBKER AND DAWN R. LUBKER BEING THE OWNERS OF REAL PROPERTY CONTAINING 7.1108 ACRES DESCRIBED AS FOLLOWS: A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF- SECnON 16, TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN. a TY OF WHEAT RIDGE, COUNTY OF JEFFERSON. STATE OF COLORADO, MORE PARnCULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16. TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; QUAL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. PROPOSED LAND USE TABLE SO.FT.AC. GENERAL NOTES CONT. 12. INDIVIDUAL TOWNHOUSE (SINGLE-FAMILY ATTACHED) LOTS SHALL NOT BE DEVELOPED FOR ANYOTHER PURPOSE OTHER THAN TOWNHOMES. 13. THIS PLAT CONTAINS LOTS, BLOCKS, OR 0™ER LAND INTENDED FOR THE DEVELOPMENT OF OWNER-OCCUPIED MULn-FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, UMITED COMMON ELEMENTS. OR IMPROVEMENTS (THE -MULTI-FAMILY DEVELOPMENT AREAD. TO THE EXTENT THAT THE FOLLOWNG CLAIMS INVOLVE ANY MULTI-FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. THENCE SOUTH 45'31'44- EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER. OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE 22180-ff-BEGINNING; THENCE NORTH 89'37'29" EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF- SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF THE RECORDS OF- THE CLERK AND RECORDER OF JEFFERSON COUNTY: THENCE SOUTH 0012'57- EAST. A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYUNE ESTATES TO THE NORTHEAST CORNER OF- QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPnON NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE SOUTH 89-32'53' WEST. A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE NORTH 0076'48 WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL; THENCE SOUTH 89-32'53 WEST, A DISTANCE OF 447.75 FEET TO THE EASTERLY RIGHT-OF-WAY OF QUAIL STREET, THENCE ALONG SAID RIGHT-OF-WAY THE FOLLOMNG FIVE (5) COURSES; USE RESIDENHAL AREA 186,744 4.2870 .-I OPEN SPACE/TRACTS 55.282 1.2690 RIGHT-OF-WAY 67.726 1.5548 TOTAL AREA 309.747 7.1108 NW CC T3SB< PROPOSE[· LAND AREA l ABLE DESCRIPTION SO.FT.AC.cm BLOCK 1 (14 LOTS) 7 BLOCK 2 (43 LOTS) 1 TRACT A TRACT B TRACT C TRACT D TRACT E 1 TRACT F RIGHT-OF-WAY 6 '5,587 1.7352 11,157 2.5518 3,523 0.0809 SEC· 175,390 0.1467 1,692 0.0388 !1,922 0.5032 1 9,574 0.4493 2,181 0.0501 ,7.726 1.5548 15 BOBVI lS 80 58TH AVE -ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECTION 26-1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR ENTITIES: (A) ANY OWNER OF ANY PORTION OF THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TOT EH MULTI-FAMILY DEVELOPMENT AREA. (C) THE SUBDIVIDER, DEVELOPER. CONTRACTOR, OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF IR. SEC. 16 ANY RESIDENTIAL DWELUNG UNITS UPON THE MULn-FAMILY DEVELOPMENT AREA, AND (E) ANY tly, ITH PM CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT ACTION REFORM ACT. C.R.S. § 13-80-802.5. ET SEO.. AS AMENDED (-CDARAD; AND (2) THAT PERTAINS TO ANY OF: (A) THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT STRUCTURE, UMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE OF ARVADA MULTI-FAMILY DEVELOPMENT AREA, (C) 1HE COMMONI INTEREST COMMUNITY TO BE CREATED FOR THE c MULTI-FAMILY DEVELOPMENT AREA OR ANY PORnON THEREOF, OR (D) ™E DECLARAnON OR OTHER w DOCUMENTS GOVERNING SUCH COMMUNITY.W 54™ AVE |0 _RIQQE_R£1 THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTITIES DESCRIBED ABOVE FROM-- Z-CITY LIMITS-DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDInON AND - ENDEAVORING TO RESOLVE ANY SUCH CLAIMS(S) THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIMS(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULT-FAMILY RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SEC 15 SUCH DECLARATION OF COVENANTS, CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS__ REQUIREMENT ™AT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN UEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. SEC 9 1. THENCE NORTH 0075'01- WEST, A DISTANCE OF 163.28 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 12.54 FEET, THE CHORD BEARING OF SAID CURVE BEARS NORTH 71'26'09- EAST, A DISTANCE OF 7.94 FEET: 2. THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF' 3655'27": 3. THENCE NORTH 0075'01- WEST, A DISTANCE OF 13.88 FEET; 4. THENCE SOUTH 8982'53" WEST. A DISTANCE OF 40.00 FEET; 5. THENCE NORTH 0075'01 WEST, A DISTANCE OF 480.24 FEET TO THE POINT OF RFGINNING, CONTAINING AN AREA OF 7.1108 ACRES, (309,747 SQUARE FEET), MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF QUAIL RUN FINAL PLAT. A SUBDIVISION OF A PART OF THE aTY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF- WHEAT RIDGE AND THE PUBUC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF- WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERAnON. MAINTENANCE. REPAIR AND REPLACEMENT FOR ALL SERMCES. THIS INCLUDES, BUT IS NOT UMITED TO. TELEPHONE AND ELECTRIC UNES, GAS LINES, WATER AND SANITARY SEWER LINES. HYDRANTS, STORM WATER SYSTEMS AND PIPES. DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. OWNER / SUBDIVIDER ARTHUR J. AHO ARTHUR JOEL AHO REVOCABLE TRUST SITE lS 123ZV'L-I SEC 16 LS 831 liM BASIS OF BEARINGS THE WEST UNE OF THE NORTHWEST QUARTER OF SECTION 16. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINDPAL MERIDIAN, BEING MONUMENTED AT THE NORTHWEST CORNER BY A 3-1/4- BRASS CAP STAMPED -LS 13212- IN MONUMENT BOX AND AT THE WEST QUARTER CORNER BY A 3-1/4- BRASS CAP STAMPED 9-S 13212-IN MONUMENT BOX, ASSUMED TO BEAR NORTH 0076'53- WEST. ,JOEL L. LUBKER Ca CITY OF WHEAT RIDGE 1 2 f 49™ Arr1 1 VICINITY MAP SCALE: 1"- 1000' < GENERAL NOTES, 1. CURRENT CITY DATUM COORDINATES SYSTEM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM. COLORADO CENTRAL ZONE 0502. 2. VERTICAL DA1UM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL- POINT #1) HAVING THE FOLLOWING N83/92 STATE PLANE COORDINATES: PHAC 1: NOR™ING: 1701258.7500, EASING: 3118217.5810. ELEVAnON: 5471.62 4. IHIS SURVEY DOES NOT CONS11TUTE A TITLE SEARCH BY AZTEC CONSULTANTS INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMAnON REGARDING EASEMENTS, AZTEC CONSULTANTS INC. RELIED UPON TITLE COMMITMENT NO. ,MTH AN EFFECTIVE DATE OF PREPARED BY ALL TAX INFORMAnON, UENS, IF ANY, LEASES, DEED OF TRUST, RELEASES, ASSIGNMENTS, ASSUMPnONS. TERMS. AGREEMENTS, PROVISIONS, CONDITIONS AND OBUGATIONS FOR THE PROPERTY SHOWN HEREIN ARE REFLECED IN SAID HTLE COMMITMENT. mm,F FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRAnON SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT. PART 2 OF ARnCLE 22 OF TITLE 13. C.R.S., AND. IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATHON TO BE BORNE EQUALLY BY THE PARnES. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MUL-Tl-FAMILY DEVELOPMENT AREA ARE DEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS Of THIS PLAT NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI-FAMILY DEVELOPMENT AREA, AND BINDING UPON ALL- SUCCESSORS IN INTEREST. GRANIEES. OWNERS. HEIRS, ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI-FAMILY DEVELOPMENT AREA TOGETHER WITH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREMTH. PLANNING COP-SSION CERTIFICATION RECOMMENDED FOR APPROVAL ™IS - DAY OF ,20- BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY THE CITY OF WHEAT RIDGE, COLORADO HEREBY ACCEPTS THE DEDICATION AND CONVEYANCE TO THE CITY OF THOSE LOTS. TRACTS, EASEMENTS, AND OTHER INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR PUBUC PURPOSES CITY CERTIFICATION APPROVED THIS - DAY OF ,20 BY THE WHEAT RIDGE CITY COUNCIL. BARBARA J. AHO ARTHUR JOEL AHO REVOCABLETRUST STATE OF ) ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE liE THIS- DAY OF , 20_ BY MTNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBUC GREGORY R. SKALLA STATE OF 1 ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEE THIS- DAY OF , 20- BY WITNESS MY HAND AND OFFICIAL SEAL. UY COMMISSION EXPIRES: NOTARY PUBLIC DAWN R. LUBKER STATE OF ) ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_ , 20 , BY MTNESS 6(Y HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC SUMMER CLARK STATE OF ) ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_ , 20_____ , BY MTNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC SHEETINDEX 5. ANY PERSON WHO KNOVWNGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR t.AND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, OF THE COLORADO REVISED STATUTES. 6. PER COLORADO REVISED STATUTES SEC. 38-51-106(L), ALL UNEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET, DAY OF ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7. FLOOD ZONE: THE SURVEYED PROPERTY SHOWN HEREIN LIES WITHIN OTHER AREAS ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD 8. THE STORM WATER QUALITY DETENT1ON AREA HEREIN SHOWN AS »TRACT D SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS. SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF- WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF- WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFEC11NG THE HYDRAUUC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF- PUBUC WORKS. 9. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAYMENT. MONUMENT HARDWARE AND RANGE BOXES WILL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST (303-235-2861). 10.UTIUTY EASEMENTS ARE DEDICATED TO THE CITY OF- WHEAT RIDGE FOR THE BENEFIT OF THE APPLICABLE UTILITY PROVIDERS FOR THE INSTALLATION, MAINTENANCE. AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION, CABLE, AND TELECOMMUNICATIONS FACIUTIES (DRY UnLI-nES). UTILITY EASEMENTS DAY OF SHALL ALSO BE GRANTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES, IMPROVEMENTS, OBJECTS, BUILDINGS, WELLS, AND OTHER OBJECTS THAT MAY INTERFERE WITH THE UTILITY FACILITIES OR USE THEREOF (INTERFERING OBJECTS) SHALL NOT BE PERMITTED WITHIN SAID UTIUTY EASEMENTS AND THE UTIUTY PROVIDERS. AS GRANTEES. MAY REMOVE ANY INTERFERING OBJECTS AT NO COST TO SUCH GRANTEES, INCLUDING, WITHOUT LIMITATION. VEGETATION. XCEL ENERGY AND ITS SUCCESSORS RESERVE THE RIGHT TO REQUIRE ADDInONAL EASEMENTS AND TO REQUIRE THE PROPERTY OWNER TO GRANT XCEL ENERGY AN EASEMENT ON ITS STANDARD FORM. 11.ALL TRACTS ARE NON-BUILDABLE AND ARE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. TRACT A: TO BE USED FOR LANDSCAPE AND UTILInES TRACT B: TO BE USED FOR LANDSCAPE AND UTILITIES TRACT C: TO BE USED FOR LANDSCAPE AND GRADING TRACT D: TO BE USED FOR STORMWATER DETENnON AND DRAINAGE APPURTENANCES TRACT E: TO BE USED FOR ACCESS, UTILITIES, AND DRAINAGE TRACT F: TO BE USED FOR UnLITIES AND DRAINAGE ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS SURVEYOR'S CERTIFICATE 1, DON R. HULSEY. A PROFESSIONAL LAND SURVEYOR UCENSED TO PRACnCE LAND SURVEYING IN THE STATE Of- COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF QUAIL RUN FINAL PLAT WAS MADE BY ME OR DIRECTLY UNDER MY SUPERMSION ON OR ABOUT THE loTH DAY OF MAY, 2018, AND THAT THE SURVEY IS BASED UPON MY KNOWLEDGE, INFORMATION AND BEUEF, IT HAS BEEN PREPARED IN ACCORDANCE WITH APPLICABLE COLORADO STATUTES.CURRENT REVISED EDITION AS AMENDED AND APPUCABLE COLORADO STANDARDS OF PRACTICE. THE SURVEY IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPUED. AND THE ACCOMPANYING MAP ACCURATELY AND PROPERLY SHOWS SAID PLAT AND THE SURVEY THEREOF. DON R. HULSEY. P.L.S. 38291 UCENSED PROFESSIONAL LAND SURVEYOR FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC. NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL- ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. CLERK AND RECORDER'S CERTIFICATE ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF' JEFFERSON COUNTY AT GOLDEN. COLORADO, THIS - DAY OF ,20_ JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY CLERK COVER SHEET DESCRIPTION COVER SHEET EXISTING CONDITIONS PROPOSED CONDITIONS - OVERALL VIEW PROPOSED CONDITIONS - NORTH PORTION PROPOSED CONDITIONS - MIDDLE PORnON PROPOSED CONDITIONS - SOU™ PORTION SHEET NO. 1 CASE HISTORY 2 WZ-17-11 3 WZ-18-13 4 WS-18-01 5 6 REVISION BLOCK INIUAL PREPARAnON ARST REVISION SECOND REVISION THIRD REVISION FORTH REVISION 11/02/18 5/9/18 6/12/18 7/20/18 9/19/18 AZ 1 EC CONSULTANTS, INC. AzTec Prol. No. 54818-/ +3{K)Eq[iner'I * Ii,c 1 1.1111«on.Col*.122 # .une:(303)713-1- Fax: 003)713·1897m ir.·cen,ullin/Mm Drawn By:NAK DATE OFDEVELOPERPREPARATION 2018-05-07 CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES SCALE.NA 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 SHEET 1 OF 6DENVER, CO 80238 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. rom or- Cow,EMCBMENr NORTHIEST CORNER OF SEC !6, TA Re;91 61H P.M. Mt) 8--1/4- BRA88 CAP STA-ED 18 18:tr I MOM»ENT BOX OTY MONUMENT #,1209 GROUND COORD#4,41ES N - 716288.31 E = 105159.04 GEODETIC (NAD 83/92) LAnTUDE = 39·47'53.68567 N LONGITUDE - 105·07'42.74035- W 9531'97 - 6-3- - ----- 1872.93 POINT OF BENNG NW CORNER. SE 1/4, NW 1/4, OF SEC. 16. TJS, r R69% 67}1 P.w. / FOUND 3-1/4 ALUMINUM-= - : CAP STAMPED '2018 PLS36561- 19. 54TH AVE. (EXISTING 50' WIDE ROW) REC NO. F0988769N89'37'29'E 471.14'CITY OF ARVADA CITY OF WHEAT RIDGE 1 1 \1 \ 1 \ 1 \ 1 \ 1 1 1 E / MI /al. / PE¥ //1 ZE /aim /1&12 b6 7 0 / 4,125 1 1 / 1 41* la / E0 & E/ 231 471LL 0 £ 0 1 0% C k 1 ¥ / 33In r1 8 Z UNPLATTED (ZONED PUD- R) - N89-33'01-E 17.46'-ZE 1 15' UTILITY EASENTTO REMAIN 1 i *M4/34 M= l / :210 1 6I E: :2 \ Wi \ b. \ 4 00 h 1.UNPWTED 1< (ZONED PRD) 1 f 1 ' -lili -lill U,FLAMED \ (ZONED A-1) rS89'32'53"W 40.00' ' q'01»W 13.88' 1 1 *LATIED 32 (ZONED A-1)0> 48 0 .OT 16 2·JIED MUD-Rl N LOT 15 DONED PLID R) LOT 14 [ZONED PUD-R) L01 13 RCNED PUD-R) LOT 12(ZONED PUD R 422 41 lA Illee[ZH, PUD R; * 2 4 . k UJ LOT 10 (ZONED PUD-R) L01 2<ZOMED PUD -P\ 0' 25' 50 100· SCALE: 1" = 50' MONUMENT SYMBOL LEGEND SET NO. 5 REBAR WITH 1-1/4' (ORANGE) PLASTIC CAP0 STAMPED AZTEC LS 38291' FOUND NO. 5 REBAR WITH 1-1/4" AC STAMPED "OFC KT ENG PLS 36561-- SECTION CORNER SUBDIVISION BOUNDARY - -- EXISTING PARCEL LINE LOT LINES HEREBY CREATED BY THIS PLAT ---- EASEMENT . - -„- CITY BOUNDARY ---- SECTION UNE ROW/PROPERTY UNE - - - ROW CENTERLINE XXXXA ROW CENTERUNE MONUMENT BLOCK NUMBER C8 0-390Ia 1?03 \ 1 LOT 8/| (ZONED PUD-R) i / zEXISTING 40' \ PUBLIC ROW / REC. NO. 572675B. 850. P. 15 21 :ZON:Prill.t--2.03 7S89.32'53-W 447.75' /1 - 1| 15' UTILITY EASEMENT \\1 / TO REMAIN -\ 1 /m \ // :2 LOT 6 \23 ,'ZONED PUD-R) .I UNPLATID1 / / 5,1\ t /4 1 1/ \LOT 5 \ / m ·ZONED PUD·R)1 ZEC /10 267=5.2592 m 1 , aTY OF ¥*€AT RIDGE SURVEY MONUMENT PHAC 48/16 8TAILESe STEEL ROD 6 PEET LON@ WITH BLEEVE AND DATUM ACCESS COVER GROUND COOIDA(ATES N = 710604.98 E = 109254.74 GEODETIC (NAD 83/92) LAITUDE - 39·46'57.36407 N LONGITUDE - 105·06'50.59074 W FoR RE FOR AND ON BEHALF OF AZTEC CONSULTANTS. INC \1 / \l/;Fi-W &'d;·k,1,24.72&·PER 90* - CITY MONUMENT #12209ff--.-f172.01 eti 25·dm8350- N LONGITUDE = 105·07'42.71251- W S89'32'53"W 7.69'7 C REVISION BLOCK ZONE INITIAL PREPARAnON 5/9/18 ARST REVISION 6/12/18 A,SECOND REVISION 7/20/18 THIRD REVISION 9/19/18 FORTH REVISION 11/02/18 AZTe' Prol No EXISTING CONDITIONS DATE OF DEVELOPER PREPARATION.2018-05-09 aTEC Pbo'e (303)713.1898 300Ea1linfr•|;*.Milel I......Color•do ./.CDL HOMES, INC. (A COLORADO CORPORATION) ONSULTANTS, INC.F„: (303)713-IN97 WONDERLAND HOMES SCALE.r.50· ww-/,e«un•ullinll.orn 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 SHEET 2 OF 6 54818-7 Drawn By NAK DENCER, CO 80238 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. NW CORNER, SE 1/4, NW 1/4, OF- SEC 16, TJS. r R69*. 6771 P.U.W. 54TH AVE. / FOUND 3-1/4' ALUMINUM (EXISTING 50' WIDE ROW) E_26€064' __36561"N89'37'29'E 471.14'CITY OF ARVADA CAP ST-6-0 7018 PLS REC. NO, F0988769 CITY OF WHEAT RIDGE 1 2 3 4 5 6 7 8 9 dt>Ull J 9376 Z» WEST 53RD DRIVE PARC*1 C0RA15)1 07.728 (WT.) -- -- -- 1//6 AC// &10. 0/LOS 1 11 12 13 14 15 16 17 18ARVADA30(]IN 1V 3H <C Cl LOT 16 'ZONED PID -RE 0 b 22 E: U LOT 15 (ZONED PUD-R) 2 3CITY OF CITY OF 10 TRACT E PARCEL LINE HEREBY REMOVED BY THIS PLAT4 1 1 - LOT 14 ZONED PUD-R) 5 2021 22 23 24 25 26 11 /J UNPLATTE:] SONED P®- P. 12.5' PUBLIC RIGHT-OF-WAY HEREBY DEDICATED - - 6 BY THIS PLAT 7 10 19 34 J LOT 13 I [.ZONED POD-R) TRACT BTRACT A 3332| 31 | 30 29 28 27 PARCEL UNE HEREBY - REMOVED BY THIS PLAT 12 LUT 12 (IONED PUD-R) 13 k N o 0UmkQ. 0 NW*h14(ION'[D PID 2, *- -j k2 E m k ul - 8 TRACT E 9 LOT 1 35 3637 38 39 40 41 42 G NE CORNER _ REC. NO 2015097882 9375 N89*32'53»E 17.46'-- 15' UTILITY EASEMENT- TO REI.'IAIN EXISTING 15' PUBLIC ROW TO REMAIN -0- 589'32'53"w 40.00'WEST 53RD PLACE 9373 Ir-R-N0015'01"W 13.88' | 14 /, I, 1// TRACT C PARCEL LINE HEREBY _/ 1 REMOVED BY THS PLAT 1 TRACT D LOT 10 iIONED PUD-R) -6 E: 2 LOT 9 L.. 5 (ZONED PUD-R! 43 LOT 8 (ZONED PUD-R)'O' 100 EXISTING 40' PUBLIC RO EXISTING 15' PUBLIC ROW TO REMAIN W .25' ROW - HEREBY VACATED -- BY THIS PLAT O 9374 S89'32'53-W 447.75' 15' UTILITY EASEMENT --4 r TO REMAIN LOT 7 (ZONED PUD-R) TRACT F -#' LOT 6 (ZONED PUD- R) LOT 4 6 'ZONED ' Z 589'32'53"W 7.69'7 , --Ne LC ju k)REVISION BLOCK INIPAL PREPARAnON FlRST REVISION SECOND REVISION THIRD REVISON )T 3 FORTH REVISION 0'25' E SCALE: 5/9/18 6/12/18 7/20/18 9/19/18 1- =50 ft \lieNfoR RELOT 5 (?ONED POD-R) r<REC. NO. 2008052592 FOR AND ON BEHALF OF _ AZTEC CONSULTANTS. INC PROPOSED CONDITIONS OVERALL VIEW \Z 1 EC CONSULTANTS. INC. 11/02/18 AzTe, Pro). No.: 54818-V - t3004.,1-••IA,c. Sumic]1.iltltton, clot.0 /0122 Phone (3113)713-1898&03)713 1897.¥-.,>••ul•n¢•com Drawn By:NAK DATE OFDEVELOPERPREPARATION-2018-05-09 CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES SCALE r-50 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 SHEET 3 OF 6DENVER, CO 80238 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. POINT OF BEGNNING F NW CORNER, SE 1/4, NW 1/4, OF SEC. 16, T35, R69W, 6TH P.hi. / FOUND 3-1/4" ALUMINUM CAP STAMPED *2018 PLS 36561 W. 54TH AVE. (EXISTING 50' WIDE ROW) REC. NO. F0988769 t 6.50'- 350'- 9376 Lb- 12.50' 55.50'50.00'50.00' ------ | 8' UTILITY EASEMENT i- HEREBY GRANTED BY THIS PLAT --0 O 0 1 . 2 30, a 4.988 SF 4 4,510 SF 4.516 SF 1 0.1145 AC P 0,1035 AC P 01037 AC lo .§1 §U} 6.5' PUBLIC RIGHT-OF-WAY - HEREBY DEDICATED BY THIS PLAT 6' UTILITY EASEMENT HEREBY GRANTED 7 BY THIS PLAT. -1 ----------- 50.00'50.00 26. 26,6 00'30.00'37.47'18.29' 01.830 SF *R W 1.- I 0.0420 AC = #22 1 Z: L 48.0( 50' 58 1 N89'37'29"E 471.14' 50.00'50.00' ---------- 4 W 6 0 0 0)w 4 w 5 L 4.521 SF L 4,527 SF P 0.1038 AC .0 0.1039 AC 10 10 & i ------------- 50.00'50.00' 589·44'59"W 348.00' 589'44'59"W 340.00' WEST 53RD DRIVE (53' WIDE PUBLIC ROW)HEREBY DEDICATED BY THIS PLAT N89·44'59E 301.00' 18.29' 32.45'32.45' 18.29' m G M R N M G N & 2% CITY OF ARVADA 1 so.04 50.00' CITY OF WHEAT RIDGE 50.00'59.14' --------- 8' UTILITY EASEMENTHEREBY GRANTED BY THIS PLAT 8' UTILITY EASEMENT HEREBY 9_ , GRANTED BY THIS PLAT 51 * 2 6 6 6C) 03. 6 . 7 w . 1 4.532 SF L 4.537 SF 8 w P 0.1040 AC 0.1042 AC P 4,8859- L 9 13 0.1121 AC P-1 CURVE TABLEmRm ji CURVE DELTA RADIUS LENGTH CHD BRG CHD DIST 01 90'00'00 7.50'11.78'S4515'01"E 10.61 98.621 SF || C2 71'40'56"17.50'21.89'S35-35'28"W 20.49 0.1979 AC (3 3702'45 12.50' 8.08'N71·54'12W 7.94 PARCEL LINE HEREBY i Q C4 9000'00" 10.00'15.71'S4444'59"W 14.14-Ii-----Ii------REMOVED BY THIS PLAT --'->50.00'50.00' \90·00 00 10.00'15.71'S45'15'01"E 14.14 9000'00' 10.00 15.71'S44'44'59"W 14.14 8=161 40'57"90·00'00 10.00 15.71'54515'01 E 14.14 R=52.50'LS47'32'39-W 15.00 0 (8 36·55'27-12.54 8.08'N 71·26'09"E 7.94L=148.15'-1 9374 CH=N09'24'33"W \ \ 14.1 1CONTA.HL=103.66 \t \ 1 1 k26.50 <RE ORLEES \ 1 KirS89·44'59-W 21.77 -26.50' - L w18.29'37.46 N89·57'46-W 56.56' { 0 LOT 15 (ZONED RUD-R) 18 0 0 r-1b :Z - .4 0 :..tf':in# 01 - // 1 80% C5 C6 C7V]HM 30 Al HV 30 1110 -0 k -O 1.1 -U ;P.' N89·44'59"E 58.00 2 1,177 SF 0.0270 AC 589·44'59 W 58.00 1,061 SF30.0244 AC N89'44'59 E 58.00 11 4 1,177 SF 0 0.0270 ACN S89·44'59'W 58.00' 5 1.947 SF 0 0.0447 AC19 $89·44'59*W 58.00 12.5' PUBLIC RIGHT-OF-WAY - HEREBY DEDICATED BY THIS PLAT h 0 I TRACT A 3,523 SF 0.0809 AC 20.29' 18.29' 10 k 5 W TRACT E fi 19,574 SF 6 0.4494 AC g 1 7,809 SF 27.47 18.29'18.29' 32.45'32.45'18.29' 18.29'37.46' U < 0.1793 ACS89 44'59"W 203.00'b - 26.50'- 0 04 hM f: 1S89·44'59"W 203.00' I 27.47'18.29'18.29'32.45'32.45 18.29'18.29'37.46 m 8' UTILITY EASEMENT GRANTED _ BY THIS PLAT85%3 I S89·44'59"W 104.50' 05 i -2 a m 2% M im M m: .N : ur. c. W 1 GRANTED BY THIS PLAT W b 2 bW b 728. G 88 :88 : 0%EWER 1 t._ 6' UTILITY EASEMENT HEREBY {40 20 : - O : 40 w 4 0 w 40 2-0 W NO b E.E IU a• S IS a=a=2 21 k :0 2 %2 10 2 N / b9 11r r r 2 5,538 SF5 §§ 1 1 0.1271 AC Z 0 PARCEL LINE HEREBY ----- 37.47 18.29' 18.29 32.45'32.45'18.29' 18.29'37.46'REMOVED BY ™IS PLAT $89·44'59"W 213.00' 589-44'59"W 104.47' 6,390 SF 1TRACT B 0.1467 AC o g S89·44'59 W 213.00' 37.47 |18.29' | 18.29' |32.45' |32.46' |18.29' | 18.29' |37.46' D | 589·44'59'W 58.00' SEE SHEET 5 53.00' 1 0' 10' 20'40' SCALE: 1" = 20 LOT 14 (ZONED PUD-R) 1- 1 2 1 : LOT 13 (ZONED PLID-R) :\88*1 10 FoR RE FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC Z 1 REVISION BLOCK INInAL PREPARATION 5/9/18 FIRST REVISVON 6/12/18 SECOND REM9ON 7/20/18 THIRD REVISION 9/19/18 FORTH REVISION 11/02/18 AAEGA 3. E„,t Miner..'e../r 1 1...en,Col.•do 81)122 ..... 0."/·1898 F•I: (303)7!3-7... .,iecnn•ull•..orn AzTec Pro). No 54818-17 Drawn B>NAK PROPOSED CONDITIONS NORTH PORTION DATE OFDEVELOPERPREPARATK)N 2018-05-09 CDL HOMES, INC. (A COIDRADO CORPORATION) WONDERLAND HOMES SCALE:.20 8246 NORTHFIELD BLAD BUILDING J, SUITE #2600 SHEET 4 OF 6 DENVER, CO 80238 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 4 TRACT A 3,523 SF 0.0809 AC S89·44'59"W 58.00' 1,542 SF60.0354 AC N89'44'59"E 58.00' 1,177 SF70.0270 AC S89·44'59W 58.00 1,061 SF 0.0244 AC J t 1- 1 { L01 12 DED PUB R 8 589-44'59»W 213.00 m -8 37.47'18.29'18.29'32.45'32.46'18.29'18.29'37.46' 2 14 0m - m5- m: -= DIM b "13 2 »13 -2:3 -a Dtr -ai j h to N . 10 N -O . O 0 I q. E 24 G 0% : mi :@B : 13 :'40 * -6.Lu -0 * =0 W -0 I -0 *40 NO k 'f m in . 10 . U - I.a =2 0 & m & R E n h= A =1 - r- r v4 --0 -00O- 8 Z 0 Z 0 Z [4 Z U Re= 1PARCEL LINE HEREBY J REMOVED BY THIS PLAT 27.47 18.29'18.29' 32.45'32.46'18.29' 18.29 37.46' 589'44'59"W 203.00'In' 8 TRACT E - r 12 5,536 SF 0.1271 AC REBY™IVIT 8' UTILITY EASEMENT GRANTED BY THIS PLAT $89·44'59"W 104.44' PARCEL UNE HEREBY - REMOVED BY THIS PLAT 13 5,534 SF 0.1270 AC 6' UTILITY EASEMENT HEREBY GRANTED BY THIS PLAT $89·44'59"W 203.00' N89-44'59-E 58.00 TRACT E 27.47'18.29' 18.29' 32.45'32.46'18.29' 18.29'37,46 589-44'59'W 104.40' 1177 SF 19,574 SF9 0.0270 AC 0.4494 AC 0 0 0 w u ° ° °th : 1% 1 + : : b th: 12 1%: -64 1in Z: b N89·44'59"E 58.00' w -O * 88: EW & E. § E %3 Si 0. 0E 6 Gi E. E E b 14 06 N d w -d' -0 W-P-0 * ..W -0 *.1 0 , 4, E 5,533 SF. 1011.v in - N = 00 = Ch .OR --1 - .9n . 0.1270 AC LOT 11 (2ONEO AID-R) WI§ § go b b c2,248 SF E P . - 10 0 0 8 8' unLITY EASEMENT HEREBY GRANTED ' 10 0.0516 AC * .0 0 z to z z 10 r | BY THIS PLAT.g {/,1 - 12,50 58.00 30.00'37.47'18.29'18.29'32.45'32.46'18.29'18.29'37.46'S89·44'59'W 104.37' N89·32'53 E 138.96' WEST 53RD PLACE | ----- (42' WIDE PUBLIC ROW)265026.50'HEREBY DEDICATED BY ™IS r-/ k PLAT LOT 109373lE937- 1 --0-N89·32'53"E 340.€------1©-4 E (ZONED PUD-RI N89·32'53"E 340.00' 589'32'53"W 40.00 -NOO'15'01"W 13.88'15.50'I N 89'32'53"E 17.46'1 PROPERTY BOUNDARY HEREBY N0015'01-W1 12-REMOVED BY THIS PLAT N89·32'53"E 265.96 €%1/3.23' €13.20'TRACTC 1.692 SF 0.0388 AC 0- S89'33'53'W 298.50'PARCEL LINE HEREBY J REMOVED BY THIS PLAT u LOT LINE HEREBY CREATED BY THIS BY THIS PLAT SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 i ..1%LOT 9 d (ZONED Pul} -It) 20' 1 2 al ™ TRACT D21,921 SF21 18 0.5032 AC 0' 10'40' 1- Cl I SCALE =20'0 29 9 1E b43 9 A |9 47,773 SF X 1.0967 AC PROPERTY BOUNDARY HEREBY REMOVED BY THIS PLAT LOT LINE HEREBY CREATED_ BY THIS BY THIS PLAT ' Rb LOT 8 PARCEL UNE HEREBY -TI bm (ZONED PUD-R)25' ROW HEREBY |REMOVED BY THIS PLAT VACATED BY THIS PLAT U 150 1 FOR REVIEW PROPERTY BOUNDARY HEREBY MCREATED BY THIS PLAT g. TRACT D21,921 SF 589*32'53"W 8.00' | 0.5032 AC PARCEL LINE HEREBY-7 i FOR AND ON BEHALF OF CREA-TED BY THIS PLAT AZTEC CONSULTANTS, INC m)298.50' +U8 S89'32'53"W 447.75' R I &1 1 SEE SHEET 5 26.50'96.25'26.50 937ZLLa REVISION BLOCK INIPAL PREPARATON 5/9, FIRST REVISION 6/1. SECOND REVISION 7/21 THIRD REVISON 9/16 FORTH REVISION 11/C /188 *AZTEC Phune: ('teJ 713·1§98 300F,silinfr:Aie. Suti ]t.....(·olorid. HI)122 )/18 ,--I, CONSULTANTS. INC.FR·(303}713·1897 I/18 -/az*•sull.lim 0/18 AITIc Prot. No. 54818-17 Drawn By;NAK DEVELOPER CDL HOMES, INC. (A COLORADO COMPANY) WONDERLAND HOMES 8246 NORTHRELD BLVD BUILDING J, SUITE #2600 DENVER, CO 80238 PROPOSED CONDITIONS MIDDLE PORTION DATE OF PREPARATIONk 2018-05-09 SCALE;r.20' SHEET 5 OF 6 OTTATT. ATI?FFT QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 5 a TRACT D 21,921 SF S89·32'53'W 8.008 0.5032 AC PARCEL LINE HEREBY- o CREATED BY THIS PLAT \ 8 298.50'26.50' 9371 26.50' - 0 96.25' / U589'32'53"W 447.75' LOT 7 (ZONED POD- R) TRACT F _,,-2,181 SF 0.0501 AC LOT 6 (ZONED PUD-R) SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 LOT 5 [ZONED PUD-R) LOT 4 (ZONED PoD-R) 20'0' 10 40· SCALE: =20 LOT 3 WEST 53RD AVENUE E---- ---------74-4 589'32'53»W 7.69'FOR REVIEW1 1 E- 1 1 E- ) 0 QUAL REE ESTAIES RESIJBDIVISION Z1 1 2 1REC. NO. 2015098618 (ZONED PRD)1 1 1 % 1 1 1 1 1 1 1 guLOT 1 1 1 E r 1 1 0 1 >-0 REVISION BLOCK 6 h INIDAL PREPARATION 5/9,L________-----2 0 FIRST REVISION 6/1, SECOND REMSON 7/21 THIRD REVISON 9/14 FORTH REVISION 11/( /18 !/18 300 E.,1 liner•1 »c. 3.uite i*AZTEC ...on, t otor•do .122 )118 .nne:(303>713-1898 CONSULTANTS, ]NC F.x: (303,713-1897 08 -=5ull••lic,•m 12/18 AzTe€ Proj No- 54818-·[7 Drown By·NAK DEVELOPER CDL HOMES, INC. (A COLORADO COPORATION) WONDERLAND HOMES 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 DENVER. CO 80238 FOR AND ON BEHALF OF AZTEC CONSULTANTS. INC PROPOSED CONDITIONS SOUTH PORTION DATE OF PREPARATON 2018-05-09 SCALE:T.20 SHEET 6 OF 6 1 OWNER'S CERTIFICATE THE BELOW SIGNED OWNERCS), OR LEGALLY DESIGNATED AGENT(S) THEREOF. DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES1 RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M PROJECT TEAM 111: illjl \ 2--- 1. 1 -'-. -1 DEVELOPER 54* Svilh< l\/% /(R LEGAL DESCRIPTION D-Il DESi GN A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16. TOWNSHIP 3 SOUTH, --RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF ARVADA, COUNTY OF JEFFERSON. STATE OF = COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS ==.0.- COMMENCING AT THE NORTHWEST- CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH. RANGE 69 WEST .-OF THE 6TH PRINCIPAL MERIDIAN. .-. THENCE SOUTH 45·31'44" EAST, A DISTANCE OF 1872.93 FEET TOTHE NORTHWEST CORNER, OF RE C.0- SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING, THENCE NOR™ 89·37·29· EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYUNE D LAWS KOLBY O'HERRON. SENIOR VICE PRESIDENT CDL HOMES, INC. DBA WONDERLAND HOMES STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ,A D 20 BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES· - NOTARY PUBLIC SURVEYOR'S CERTIFICATE 1, DON HULSEY DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BEUEF. IN ACCORDANCE \MTH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY SIGNATURE COUNTY CLERK AND RECORDERS CERTIFICATE STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT OCLOCK -,M. ON THE DAY OF 20 AD.IN BOOK , PAGE i RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF .20__ BY THE WHEAT RIDGE PLANNING COMMISSION CHAIRPERSON Wonderland Homes 8246 Northfield Bouldevard Denver, Co 80238 3035677636 voice Contact Kolby O'Herron Email OHerron@wondertandhomes com CIVIL ENGINEER Redand 1500 West Canal Court Littleton, Colorado 80120 720 283 6783 voice Contact Travis Frazier, P E Email tfrazier@red and com ARCHITECT DTJ Design 3101 Ins Avenue. Suite 130 Boulder, Co 80301 303.443 7533 voice Contact David Williams Email dwtlliams@dtrdeign.com LANDSCAPE ARCHITECT Recland 1500 West Canal Court Littleton, Colorado 80120 7202836783 voice Contact Susan Wade Email:swade@redland com SURVEYOR Aztec Consultants, Ine 300 East Mineral Avenue, Suite 1 Littleton, Colorado 80122 720 836 6111 voice Contact Don Husley, PLS Email dhulsey@aztecconsultant5 com ALLOWED USES 1 INTENT 11 THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABUSHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES 2 USES. 21.ALLOWED USES 211 SINGLE.FAMILY DETACHED DWELLING 21.2 SINGLE.FAMILY ATTACHED DWELLING 213 OPEN SPACE 22.ACCESSORY USES 221 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI-PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE. SANITARY SEWER AND WATER SUPPLY FACILITIES DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR /-- -»209 di n 4 '11 l' 7 VICINITY MAP 1" = 2000' SITE DATA TABLE EXISTING LAND USE AGRICULTURAL PROPOSED LAND USE RESIDENTIAL SINGLE FAMLY ArrACHED RESIDE,mALUNITS 42 SINGLE FAMLY DETACHED RESIDENTIAL UNITS 14 AREA AREA (ACRES/SF)COVERAGE LOTI 0.1145 4988 LOT 2 0.104 4,510 LOT 3 0.104 4,516 LOT4 0.104 4.521 LOT 5 0.104 4,5Z7 LOT 6 O.KM 4,532 LOT 7 O.KM 4,537 LOT 8 0.112 4.885 LOT 9 0.198 8,621 LOT 10 0.179 7,809 LOT 11 0.127 5,538 LOT 12 0.127 5,536 LOT 13 0.127 5,534 LOT 14 0.127 5,533 SINGLE FAMILY DErACHED RESIDENTIAL AREA (TOTAL SFD)1.735 75,587 28.9% SINGLE FAMLYATTACHED RESIDENTIALAREA 1455 63,380 RESIDENTIAL AREA (TOTAL OF LOT'5)1.455 63,380 24.Z% TRACT A ( LANDSCAPING)0 081 3,523 TRACT B (LANDSCAPING)0147 6,390 TRACT C (LANDSCAPING)0.036 1,567 TRACT D (DETENnON AND DRAINAGE)0.503 21,921 TRACT F (LANDSCAPING)0.050 2,181 SUB TOTAL OPENSPACE / DETENTION {TOTAl OF TRACr)0.817 35,582 13.06 TRACT E (ACCESS, UnUTIES AND DRAINAGE)0.449 19,574 SUB TOTAL (TOTALOF TRACT)0.449 19,574 7.5% RIGHT-OF WAY 1.555 67,726 SUB-TOTAL OF RIGHTOF WAY 1.555 67,726 259% TOTAL.6.011 261,849 100.0% NETDENSITY (DWELLING UNITS PER ACRE)17.4 GROSS DENSITY (DWELLING UNITS PER ACRE)9.3 REQUIRED PROPOSED PARKING STREET 23 28 GARAGE 112 112 lilli 1 I ... - J_-fi- , SITE ESTATES FILING NO 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY: 4 THENCE SOU™ 00· 12'57" EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED W AT RECEPTION NO 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY %2THENCE SOUTH 89·32·53- WEST A DISTANCE OF 7 69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY. THENCE NOR™ 00·16·48·· WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL: THENCE SOUTH 89'3753" WEST, A DISTANCE OF 149.24 FEET, THENCE NOR™ 00'15101" WEST, A DISTANCE OF 160.00 FEET, THENCE SOUTH 8932'53" WEST, A DISTANCE OF 273.50 FEET, THENCE NOR™ 00'15'01" WEST, A DISTANCE OF 19.63 FEET. THENCE SOUTH 89·3753" WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY UNE OF THE NORTHWEST QUARTER OF SAID SECTION 16. THENCE NOR™ 00'1501- WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING CONTAINING AN AREA OF 6011 ACRES, (261,849 SQUARE FEET). MORE OR LESS u.1 i MDEVELOPMENT CHARACTER CL)THIS PLANNED RESIDENTIAL DEVELOPMENT WILL- ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION26-301 C THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSInON FROM THE SICLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL- BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY HOMES WILL VARY IN RANGE FROM 1,200 - 3,000 lillie SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACPVE AND AESTHETICALLY APPEALING STREETSC,APE THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON-STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES ......EG£§&CASE HISTORY ES'mam 0%*tedCASE # WZ-17-11 CASE # WZ-18-13 CASE # WS-18-01 8-N... =====, WgoEEBE.@8@87 INDEX OF SHEETS ZSHEET NO.DESCRIPTION < SDP-1 COVERSHEET .1 SDP-2 SITE PLAN . SDP-3 SITE PLAN DETAILS 8 1- COMMON AREASDP-4 LANDSCAPE PLAN @ a COMMON AREASDP-5 LANDSCAPE PLAN COMMON AREA, SDP-6 LANDSCAFLAN Z . U) SF DETACHEDSDP-7.1 JOELEVATIONS SF ATTACHED 2 0SDP-8.1 - 8.3 ELEVATIONS D r ENHANCED a iSDP-8.4-8.5 ELEVATIONS UJ BENCHMARK: a. ADAMS COUNTY BENCHMARK STATION NAME N 260 RESET, STATION NUMBER 0007, STANDARD NATIONAL GEODETIC SURVEY 3,1/2" BRONZE VERTICAL CONTROL MARK DISK STAMPED" N 260 RESET 1979 - IN THE SHEET TOP OF A 12 DIAMETER CONCRETE POST 0 6' ABOVE GROUND LEVEL ELEVATION 4997 441 NAVD 88 DATUM COVER - SHEET Know what's below.PREPARED BY: REDLAND Ca|| before you dig.DATE: 05.10.2018 SDP-1 riL- Z ulag meld lea,0 2 CHECKED ON 1031- TOTAL 135 140 20_ MAYOR WHEAT RIDGE. COLORADO 1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1 /4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, CITY OF ARVADA GENERAL NOTES 1 TRACT A AND B SHALL BE FOR LANDSCAPING AND WILL BE OWNED AND MA]NTAINED BY THE HOA 2 TRACT E IS FOR PRIVATE ALLEY IMPROVEMENTS AND ACCESS AND SHALL BE OWNED AND MAINTAINED BY THE HOA 3 TRACT D SHALL BE FOR DRAINAGE AND CONTAIN A DRAINAGE EASEMENT FOR DETENTION AND WATER QUALITY POND THE TRACT WILL BE OWNED AND MAINTAINED BY THE HOA 4 REFER TO LANDSCAPE PLANS FOR FENCE LOCATIONS 5 FIRE HYDRANTS SHALL BE INSTALLED AND MADE OPERATIONAL TO PROViDE THE MINIMUM REQUIRED FIRE- FLOW PRIOR TO COMMENCING CONSTRUCTION ABOVE GRADE MATCHLINE SEE BELOW RIGHT 46' ROWBY SEPARATE DOCUMENT REC # (WITHIN THECm OF ARVADA) 1 !.LI R15-1 ¢071-·,tiqi·ii, 11.78'-/ i,r·- 11 Ill LU 1 0 2 T lS 1#VnO EEG B31131.15 8 3HdO.LSIBHO 8'CROSSPAN FR26· | R257 5' BIKE LANE- 1 1 IN-=== U 3-1'U E to1. 026.5'R.OW lili- 4.0, SP 2 4.510*SF DEDICATION PER PLAT || | |||TYPE;CURB RAM TYPE 3 ,CURB RAA'N TYPE 3CURB RAMP 8· WIDE ON-STREET \ PARKING 46' ROW BY .F- 58.00 SEPARATE DOCUMENT REC.# GVITHIN THE 5800 CITY OF ARVADA) 1.177*SF | 0 58.00MI - 4 31,061*SFc/TropARVADA' E 1 L 'I 58.00 6'UL | F1 15 5| 4 1.SCI SF-7 1 L58.00.- '% 125'ROW 1 _ .1·. TRACT ADEDICATION PER PLAT I |g LANDSCAPE AREi - 15 IJ; 3.523*IF \ TRACT Q SKYLINE ESTATES -W. 54TH AVENUE FILING NO. 1 (RIGHT OF WAY VARIES) - -1- N89•37'29"E 471.14' 1 50 00'5000'50.00 50 00'5000'50 00'59 14' E- *--LSETBACKI (TYP) 7 *LF 1 7 452*SE 7 4,52*SF | 4.53*SF 4,53*SF 4.88,SF 2 8.62*SF TYPE 2 CONCRETE t /41=4 -1» 2 2=11 2 -11·T cm UnTYP) | | MODIF'IED TYPE 3 0.00'R- 1--25000'- 25000' - -7-50.00 -1--foorK71-1 71-17- -Fl-71 1-3--7t--17 , , 11 , 18· WIDE ON-STREET * p TYPE 1 / CURB RAMP /2.-I --L_ ;21212=:- -_F_ -/ W. 53RD DRIVE ]1 1 1 liT 2 11 ,-R15' 1 37 47'1829· 1829'32 45'32 45'18 29· 18 29'3746 m KI v 5 88 1 5 0 2-6 W11 12 13 14 j 15 16 17 18 2.133* SF 1052* 1052*1866* S.1 866* SF 1052* 1.052*2.lS(*SF 7.82. 1 Its SF SF SF SF 15.71 27.47 1829' 18.29'3245' 1 1 32.45+ 18.29 1829 37.46'1 RACT E //,'MOIUMi' -Smiff.,1/1./1/1, 4 18.29' 1829' 3245' 3245' 1829' 18.29' 3746·IE -I-10450 e 5 4 CONCRETE 8 5 11 !:EE5 DWY ENTRANCE16 71€20 21 22 23 CDOT TYPE 3 (TYP) 2 133* SF 1.052* 1.052*1 866* IF 1,866*SF 11 11 26 11SF SF SF SF 2.154*SF 5.538* SF 8· U Ei 3747'1829· 1829 32 45'32 45'18.29' 1829 3746 -104 47' - TRACT B····· -- LANDSCAPE AREA·.- TYPE 26.390* SF CURB RAMP- SE-dBACK |E 1 0 37 47'1829· 1829 3245'3246'1829' 1829 3746 4-- (-r/r) rig 125.536* SF u 3 13® 33 28 3- 1&0 118 M -al r' / 4 f 0-21.59 *4'R- U 57'.X | 27 47 1571' L R251 TRACT A EX 8· UTILITY / ESMT. LOT 14 I Ex.37'1e DRAINAGE ESM-T, 1% 1& 1/ I: EXISTING LEGEND PROPERTY LINE - ROW i ---------- LOT LINE Ul ----- EASEMENT O EDGE OF PAVEMENT Z I CURB AND GUTTER FENCE- -X- - PROPOSED LEGEND PROPERTY LINE R O.W LOT LINE SETBACK I EASEMENT CURB AND GUTTER ASPHALT PAVEMENT WA446 CONCRETEPAVEMENT .E :58 CONCRETE SIDEWALK LANDSCAPE AREA \Mi 5 MATCHLINE ESEE BELOW LEFT gil ' 8 TRACT F I , 2,181* SF LOT 16 4 t-1500· R45' - '• W# 1 JI LOT 15 Z utbag sa,eld leajo 2 C3 LIJ ]1 0 r -15'•'15-32J -10444' 13 LOT 13 LOT 12 kU 431>13!al0 U LOT 6 |26 58· 20.2 30' DENVER 1 704.-pe.58.00'- ¤ WATER EASEMENT 1.6-a v I u 1.052* //1- 1% 1 1 Emisms(WITHIN THE 'I 1 D %-r w (2) 6 z 1 1 E& GaG 1 LU g 1,542*SF -4 33 _SF |30 29 SF 2154*SF (BY SEPARATE DOCUMENT), ,1 58.00 1.866* SF 1.052*- iliCITYOFWHEATRI°lE) 1 / 'E | 1.17SF 2,133* SF Q Al &%*ed 1 0 58 00+ B '40.8 t.73 j. .5· 1 3246' 1829' 18.29' 3746'| A- 1827 47'18 29' 18 29'14 4 1 LOT 5/ ///351571·47;*250'» 17,.34468·rE.fy».69424171 ,Z Jike' U E 5.534* SF LL NO'15'01"W 480.24'- 1 1.41 2-tifimili -IG £?F 3$*5»»f» 12'92'Tift««1 @ -9---r -lili m 91 8'WIDE ON-STREET 4 2747 1829· 1829 5 | | 32.46· 18.29* 1829' 3746'1 1-PARKING ---|3 .:/..,1 9 zLOT 11 - =1571' e . <cn .1 STREET L-IGHT Rp--Ji MSF 1, 1 tlSF| 1-741-3 ,5.5 SF I |2 j | 1 1 ... Q 0--0/9 SETBACK (TYP)58.00 . 4' CROSSPAN N e ' 14 / WRARR ....tr,N35 121 1,271*1880* SF S889TTYPE 3 - 10 2.15%110 11 11 98SF SF :SF SFCURB RAMP ,L.2.7'2 to7-4-10437' - 0---u- -in__-___ 200 37 47'1829' 1829 3245'32 46'18291829-37461_.I I Z m Z8· CROSSPAN --k_ R·U- n - -1 8'UE.- <r./i -1-1-- 1-:1--f----Ti- 17 -la« E-- ' 2 -RELU -I LoT 10 K @ E -1L pROPOSED WALL ROWBY /§30 1 --W. 53RD PLACE 1 1 *3-R15'I -ru TYPE 18SEPARATE DOCUMENT,,/389•32'53'W 40.00'-t LREC # EXISTING ROW ____- ---· '--22Pr N89•32'53"E 273.50' 575'-1 L --1 i CURB RAMP | Lorj - Z (WITHIN THE 2 22 u.1 CITY OF ARVADA) -1 CURB RAMP PARKING | | S89°32·53••W 7.69' TRACTCMODIFIED TYPE 3TO REMAIN |8' WIDE ON-STREET k - 1 /1 T 1567*SF 1 1 m X 31 SF 324 324 38 lot> £ % LR10' R10.- 1--6-_ _12_-7, 11\ \T I ..155' L pROPOSED WALL 5352 QUAIL ST 1 NO°15'01"W 19.63'WHEAT RIDGE CO JOEL L LUBKER1 1 °DAWN R LUBKER 1 -53' ROW-143 -: 6 5 ---r- 26: 44 (NOT A PART OF SDP) 43 760* SF TRACT D DETENTION POND 21,921*SF \ 15· EXISUNG ROW , TO REMAIN 46* ROW BY SEPARATE DOCUMENTREC # (WITHIN THE CITY OF ARVADA) NO•15'01'W 160.00'- e 0 10' TEMPORARY GRADING AND CONSTRUCTION EASEMENT \ EX. 40' R O. W (BY SEPARATE DOCUMENT) REC NO 572675.P. 15 5332 QUAIL ST WHEAT RIDGE CO CHRISTOPHER 8 STRICKLER f. lili LOT 9 LOU < LOT 8 N LOT 7 1 JO R 0 ; OTT 0J':Ul 0-1 1 M S89°32'53"W 149.24' NO'16'48'W 277.98'---4 TRACT F SHEET 2181*SF - 1 SITE PLAN 1 MATCHLINE SEE ABOVE LEFT MATCHLINE SEE ABOVE RIGHT Know what's below. 6•4=2 02Ca|| before you dig.SCALE 1" = 40'SDP-2 WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO DEVELOPMENT STANDARDS:A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH RANGE 69 WEST, 6TH P.M. 1 USE AREAS00 MIN 8' UTILITY ESMT PROPERTY LINE (TYP) 50' MIN 50' MIN i USE AREA ·'A" IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT SITBACKiWPfjc----- 15· SETBACK/ ii USE AREA'·B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES LOT LINE (TYP ) - -]P--£1 1 -tal I 111 11 11 A 1 0-I.A1 1 TYPICAL SINGLE FAMILY RO.WDETACHED RESIDENCE 65' 46'11 11 Il ACCESS ESMT /ROW 0 5·1 13 ril-- 1 1 2% 2 MAXIMUM HEIGHT 35 FEET 0 3 SFD MINIMUM LOT AREA 4,500 SQUARE FEET 4 SFD MINIMUM LOT WIDTH 50 FEET 5 SFD MAXIMUM BUILDING COVERAGE 60%01- 00' ROW 1 Z 6 SFD MAXIMUM DENSITY 14 UNITS |,2 r255 € 25'1 2.1 17-1-5761'-61--711'---1---11'--07-6'-•·r1-5.-r'l-7 SFA MAXIMUM DENSITY 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOVM CONCEPTUALLY AS SFA1.10) 8 MINIMUM SETBACKS (MEASURED TO FOUNDATION) L.»_ _1 L_ r 191 LIL « ISETBACK: --119?PI-\\ - -// 1- x / 1- - --7/(1121'22-Zs- _- - - -==155.=-10 SETBACK -- -LEL- 10· SETBACH t1 26 5' CLTO ROW ROW-j 1. 1 ' k 6" VERTICAL C&G (TYPE 21 - W/ SIDEWALK PIERSON COURT & 53RD DRIVE6" VERTICAL C&G (TYPE 2) TYPICAL LOCAL SECTION W) SIDEWALK QUAIL STREET INTERIM SECTION #1 W/O PARKING i SINGLE FAMILY DETACHED a FRONT SETBACK = 10 b FRONT SETBACKS SHALL STAGGER A MINIMUM OF 2.5 FEET NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK c SIDE SETBACK = 5' d REAR SETBACK = 15· e MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK f. MAXIMUM DRIVEWAY WIDTH = 18· g BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE V,'HEAT RIDGE MUNICIPAL CODE I l-5· ATTACHED WALK LDRIVEWAY CUT (TYP.)6' UTILITY ESMT. (TYP.} SINGLE FAMILY DETACHED LOT SCHEMATIC 1" = 20' I - CMN D FOW- i, SINGLE FAMILY ATTACHED INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI-UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW 1 - 1 a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 100-150'2CS· ·; b FRONT OR SIDE SETBACK FACING OPEN SPACE =5 c REAR SETBACK FACING ALLEY = 0' 2' 2.5 25'1 2,1 d MINIMUM BUILDING SEPARATION = 10' EI 11·___-11'---7--6.-Al--5.-1-4-e BUILDING SETBACK ENCROACHMENTS ARE PERMiTTED IN CONFORMANCE WITH 5 LL LL 1 1 11 SECTION 26·611 OF THE MHEAT RIDGE MUNICIPAL CODE 00 4 E 00r5'ATTACHED WALK 1 1 46| 1 -_ __ ..... . ACCESS ESMT/ROW 05·1LOT UNE 7 I 2.5',L.-13' 13' 2%2% 10 SETBACK-5-ZE- 1 1 -2/#le 1 1 1===2-1 9 PARKING i. OFF-STREET PARKING· ALL HOMES WILL HAVE TWO-CAR GARAGES 125'ROW-4 6·' VERTICAL C&G (TYPE 2) J I W/ SIDEWALK ii VISITOR PARKING72 Pi 1 6" VERTICAL C&G (TYPE 2)a SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 Wo/ SIDEWALK OFF-STREET SPACES PROVIDED b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER53RD PLACE INTERIM WITHIN DRIVEWAY OR ON-STREET 5 7-TYPICAL LOCAL SECTION El 01@ 91 1 - 30· ALLEY - CM U.1 % il 5 -30+ UTILITY ESMT 6"VERTICAL C&G (TYPE 2) LANDSCAPE AREA J SIDEWALK - QUAIL STREET INTERIM SECTION #2 W/ DETACHED WALK AND W/O PARKING 24'TRACT (ACCESS AND UTILITIES) 9 VISITOR PARKING. a SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDED b SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON-STREET 10 LANDSCAPING SFA MINIMUM OPEN SPACE 30% .ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING w REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS 1- -- 11 0Cf1 4- LOT LINE 1 es:i ti- ---------24'A.LEY- --- Mi 1 1 00 46'1/1 1 1 1 111 1 125'ROW-4ACCESS ESMT / ROW 34SINGLE FAMILY ATTACHED LOTSCHEMATIC (E 3 ry 251 71 I 1" = 20'r·-10· ul2 12 2% :E I E-1 Ma l 6" VERTICAL C&G (TYPE 21.jW/ SIDEWALK 6 6 >Rl QUAIL STREET INTERIM SECTION #3 -17 12- 24' ALLEY 30' TRACT (ACCESS AND UTILITIES) -15 15·- 2%-2. 30' ALLEY 11 EXTERIOR LIGHTING ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 .E E b b E EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS E*M*m® ...... 12, SIGNAGE. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN i MAXIMUM NUMBER 1 w MAXIMUM SIGN AREA 36 S F iii MINIMUM SETBACK. 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE)FRRIKE /0-,9.}. ev MAXIMUM HEIGHT 5 O-6!000 8882=- 13 FENCING ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS 14 ARCHITECTURAL AND STREETSCAPE DESIGN < -1 i STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL Z a 46' ACCESS ESMT / ROW 0.5'725·1-4- 71 11I: -_ r 4 \70--16" VERTICAL CURB _,1 6" VERTICAL C&G (TYPE 2) _ W/ 2' PAN W/ SIDEWALK QUAIL STREET FULL SECTION g W/O PARKING g 3 NORTH OF 53RD AVENUE § 11 :1 LL U_ W/ PARKING %1 11 i L - -3 Itt tbri 1-----O I r --11 )) 1 1[----- r--2-Il [< rEf 1 0 h« 9 -1 _-4 f % [La_412-]_I · 1 - - -11'Irl' 9 I =4LIT| 9 1 1 1 UU 46 RO -|--9ACCESS ESMT / ROW 358.5'»131 4 3--74.)4 6" VERTICAL CURB 6" VERTICAL CAG (TYPEE 2) _j' W/ 2· PAN W/ SIDEWALK QUAIL STREET FULL SECTION W/ PARKING BOTH SIDES NORTH OF 53RD AVE 11 SINGLE FAMILY DETACHED ARCHITECTURE a FACADES FACING PUBLIC R O.W AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES b NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION c A MINIMUM OF 30% MASONRY OF BRICK BRICK VENEER, STUCCO. STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS iii SINGLE FAMILY ATTACHED ARCHITECTURE· a WILL COMPLY WITH CHAPTER 4 3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES SECTION #1 _ _ QUAIL|STREET SECTION #3 --- SECTION #2 -- SECTION #3 QUAIL STREET INTERIM SECTION KEY MAP 1" = 40'Z b FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE Know what's be|OW. Ca|| before you dig. SHEET SITE PLAN DETAILS SDP-3 1 WHEAT RIDGE, COLORADO DETENTION BASIN SEED MIX QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO STREET FRONTAGE BOTANICAL NAME Lymus arenarius Panicum virgatum Andropogon gerardii Pascopyrum smithii Schizachyrium scoparium COMMON NAME BLUE LYME GRASS DALLAS BLUES SWITCH GRASS BIG BLUESTEM WESTERN WHEAT GRASS LITTLE BLUESTEM TOTAL LOT AREA 262,669 St / 6.03 AC LANDSCAPE AREA TABLE TOTAL LANDSCAPED AREA OF LIVING AREA VEGETATION 32,285 SF / 74 AC 27,119 SF A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M AREA OF NON-LIVING VEGETATION OVERALL PLANT SCHEDULE 5,166 SF SYMBOL |COMMON NAME BOTANICAL NAME 1 QTY. 1 SIZE | HEIGHT | WIDTH REQUIRED PROVIDED QUAIL STREET STREET TREES 13 (383 LF/30) 4 TOTAL 13 (383 LF/30)13' · THE ADDITIONAL NINE (9) TREES ARE ACCOUNTED FOR IN THE FRONT YARD LANDSCAPING OF THE SFA AND SFD UNITS. W. 54TH AVENUE C DEC1DUOUS TREES , BPJ PARKLAND PILLAR BIRCH ROA |NORTHERN RED OAK YEL |AMERICANYELLOWWOOD CAL |WESTERN CATALPA HAC |WESTERN HACKBERRY BETULA PLATYPHYLLA'JEFPARK' QUERCUSRUBRA CLADRAST]5 KENTUKEA CATALPASPECIOSA CELTIS OCCIDENTAUS 4 2"CAL 40' 6-8'LANDSCAPE REQUIREMENTS 6 2" CAL 50 30 REQUIRED PROVIDED3 2"CAL 40' 40' 3 2" CAL 50 30' 33 3 2"CAL 60' <· TREES (32,285 SF/1,000) 35 . TOTAL 19 323 ORNAMENTALTREES (32.285 SF/100)325SHRUBS CITY OF ARVADA AUT AUTUMN BLAZE PEAR PYRUS CALLERYANA 'AUTUMN BLAZE' 14 2" CAL 3035' 15'RHT |RUSSIAN HAWTHORN CRATAEGUS AMBIGUA 4 6' CLUMP 15' 15'SHRUS REQUIREMENT NOTE TOTAL: 18 ORNAMENTAL GRASSES HAVE BEEN UPSIZED TO #5 CONTAINERS EVERGREEN TREES To COUNT TOWARD THE REQUIRED SHRUG COUNT BSP |BAKERI SPRUCE |PICEA PUNGENS'BAKERI' |2 | e |18-20 | 8,9 1 2 3 4 5 6 7 8 g DECIOUOI JS SHRUBS GMC GREEN MOUND CURRANT SSK SASKATOON SERVICEBERRY WSC WESTERN SAND CHERRY GLS GRO-LOW FRAGRANTSUMAC SYP MSS KIM ULACEk/lf:921>i-. -:·nfl: 1%;fFFP·i: r.ilmit -·-/..7.6.,7.1 #-3-h· ri:=SA . TOTAL: RIBESALPINUM'GREEN MOUND' AMELANCHIER ALNIFOUA PRUNUS BESSEYI RHUS AROMAICA 'GRO.LOW' SYRINGA PATULA 'MISS KIM' TOTAL:149 2 58 115 3 3' 11 10-15'10' 19 5'Z 53 #S 3'6-7 5•5' EVERGREEN SHRUBS -11 6 1 BCJ BLUECHIP JUNIPER JUNIPERUS HORIZONTAUS'BLUE CHIP'1 49 1 #5 1 8-12" 1 6-81 1 2\ 1 41W. 53RD DRIVE - --- - --TOTAL: 49 ORNAMENTALGRASSES 6-XS'X9' POST 1 2"X€' TOP CAP AVG BWEAVENAGRASS HEUCTOTRICHON SEMPERVIRENS 29 05 2-3' 2-3 WITH 1" BEVEL L.u C 411'·X4·· PICKETSL-HIUIS HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' 98 #5 14' 18"2"X4" RAILS 1"X4" FASCIAt TOTAL= 127 re . bUY-3 2 j: 1 PNNIALSPER |VIBRANT DOME ASTER MAGN US CONEFLOWER |MOONBEAM COREOPSIS |UTTLE TRUDY CATMNT PER PER PER ASTER NOVAE-ANGUEA VIBRANT DOME' 45 ECHINACEA PURPUREA 'MAGNUS' 45 COREOPSIS VERnCILLATA'MOONBEAM' 45 NEPATA PSFIKE 45 TOTAL: 180 4 t 11 1Z 13 14 1b 16 1/ 10 10 / 1 / #1 18·24"18-24' #1 2-3 18-24" #1 18-24 12-18" #1 124"2-3'PLAN ENLARGEMENT TRACT E 80 C MAX. 51 41 8 9 I 9 r 6·'XE·Xg· POST WITH 1- BEVEL / 2DE TOP CAP lI<a! ·L LANDSCAPE NOTES AND MATERIAL SPECIFICATIONS . i I | / / 19<4··FAS 5 to 1 22 23 8 J .*RACT 8 19 i 20 21'24 25 26 11 lew28.3.1 i. 4,3.C.imi..%9/IM 2 -ORGANIC SOIL AMENDMENTS· TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL ,==2=-/D AMENDMENT. TO A DEPTH OF SIX (6) INCHES, FOR EACH 1,000 SQUARE FEET - - O OF SOIL PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF. - ---- - 0 NATIVE SEED, TREE, SHRUB PLANTING BEDS IN THEIR ENTIRETY. ANNUAL, Iii g VINE, AND GROUNDCOVER AREAS (IF APPLICABLE), AS WELL AS ALL TREE /1-X4- PICKETS LAWNS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTYU)8 / ,- (31 Z·X4·· RAILS 11 ZI' I , I i I·- 1 12 34 33 32 7 m mistiiTHE ORGANIC SOIL AMENDMENT SHALL BE A CLASS i OR 11 COMPOST THAT ./ /BEHIND (TYP )MEETS THE U.S COMPOSTING COUNCIL'S TESTING REQUIREMENTS. THE 3 2 2COMPOST MUST BE PRODUCED ATA COMPOSTING FACILITY THAT MEETS U S 0%WeaEPA 40 CFR 503.13 REQUIREMENTS (TABLES 1&3 LEVELS) FOR THE - --- ----- -- PRODUCTION AND MARKETING OF CLASS A MATERIAL FOR UNRESTRICTED USE AND DISTRIBUTION ORGANIC FERTILIZER AND SOIL CONDITIONERS UTILIZE GRANULAR ENDO MYCORRHIZAE, BIOSOL FORTE (7.21),AND MENEFEE GRANULAR HUMATE,OR APPROVED EQUAL, AS PART OF THE PLANTING PROCESS FOR ALL TREES,r FINISH GRADE Or ... 4, SHRUBS AND SEEDED AREAS 1 i 13 TURF SOD: LONG-TERM DROUGHT TOLERANT KENTUCKY BLUEGRASS BLEND 1 TRACT E 4-1 1 1 -1 4 RECOMMEND GRAFF'S TREE FARM (GTF) 4-WAY BLEND. GREEN VALLEY TURF COLORADO BLUE™1 OR APPROVED EQUAL- WOOD MULCH WOOD MULCH VIALL BE ·CASCADE CEDAR MULCH'. A9DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWN IN APPEARANCE WITH A 14 APPROXIMATELY 1 3· -3 M IN LENGTH AND BE UNIFORM IN APPEARANCE.o FINE TEXTURED ·HAIR-LIKE· LOOK. THE WOOD FIBERS VALL BE I / C .7 -/20 .1 1 INSTALL TO A DEPTH (3··) INCHESL42 FRONT ELEVATION Privacy Fence Detail SCALE 1/2'=1·-0· NOTE· 14"· 0 CONCRETE FOOTINGS WITH DEPTH 1/3RD HEiGHT OF FENCE F 42.1 0 1i lill 0 e 0 W. 53RD PLACE 0 Ch 0 2 3 4 5 6 8 6 1 8 ROCK MULCH 11.7' MOUNTAIN RIVER ROCK MULCH OVER WEED BARRIER FABRIC INSTALL TO A DEPTH OF (3") THREE INCHES WHERE SPECIFIED. COBBLE MULCH 3'-6" MOUNTAIN GRANITE COBBLE OVER WEED BARRIER FABRIC LANDSCAPE EDGER EDGER TO BE 3/16·xe' HOT-DIPPED GALVANIZED METAL EDGING WITH AN INTEGRATED HOT-DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4 STAKES PER SECTION) COLOR· BLACK 6··X€·Xe POST 8' O C WITH 1· BEVEL MAX BEHIND(TYP )1f (3) 2'Xe' RAILS,h11 <1 Ed=22 QWPAT WEED BARRIER FABRIC TO BE A NONWOVEN GEOTEXTILE COMPOSED OF _ 3 / nn.ERGATION A BELOW GROUND FULLY AUTOMATED IRRIGATION SYSTEM WILL POLYPROPYLENE FIBERS, BE INSTALLED IN ALL LANDSCAPED AREAS UTILIZING WATER-CONSERVINGfSYSTEMS SUCH AS TRICKLE (DRIP) IRRIGATION TO WATER ALL SHRUBS AND TREE PLANTINGS RAIN SENSORS WILL BE USED TO AUTOMATICALLY SHUT DOPVN THE IRRIGATION SYSTEM DURING PERIODS OF HIGH MOISTURE TO i DETENTION MAXIMIZE WATER USE EFFICIENCY, THE IRRIGATION SYSTEM WILL BE en'In DESIGNED WITH A HIGH APPLICATION EFFICIENCY AND W'ITH ZONES THAT CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS. BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT VISIBLE FROM PUBLIC STREETS OR PARKING LOTS SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZED FOR PEDESTRIAN COMFORT, SAFETY AND WATER CONSERVATION 5352 QUAIL STREET THE LANDSCAPED AREAS, INCLUDING ALL ADJACENT ROW LANDSCAPE, WILL (NOT A PART OF THIS SDP) BE MAINTAINED BY THE DEVELOPER OR ASSIGNS, L SDP 40 EZZ.Z2 P L Three Rail Fence Detail SCALE: 1/20=1'4 - /- FINISH GRADE NOTE 14'· 0 CONCRETE FOOTINGS VWTH DEPTH 1/3RD HEIGHT OF FENCE 5332 QUAIL STREET EVividli-.1- j DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM SIDEWALKS AND PLANTING BEDS EVERGREEN TREES WILL BE PLANTED A MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES, DECIDUOUS TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS, EVERGREEN TREES A MINIMUM OF 10 FEET SHRUBS WILL BE PLANTED A MINIMUM FOUR (4) FEET FROM SIDEWALKS. PLANTING BED EDGES, EDGE OF BUILDINGS OR ONE-HALF THEIR MATURE WIDTH, WHICHEVER IS GREATER, SPACING FOR PLANT PLACEMENT WILL BE MEASURED FROM THE CENTERLINE OF THE PLANT N 80 = 40' SI€ET g LANDSCAPE 0 ;E PLAN SCALE: 1"8 SDP-4 WHEAT RIDGE, COLORADO -. QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE Dll DESIC:N A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, W. 54TH AVENUE SYM;OL |COMMON NAME DECIDUOUS TREES BPJ ROA NORTHERN RED OAK PARKLANDPIUARBIRCH U ORNAMENTALTREES AUT |CHANnCLEER PEAR'AUTUMN BIAZE' CITY OF ARVADA - 1 2 3 4 5 6 7 1 1-FT--1 1 EVERGREEN TREES BSP |BAKERI SPRUCE DECIDUOUS SHRUBS GMC GREEN MOUND CURRANT GLS GRO LOW FRAGRANT SUMAC SIP MSS KIM ULAC EVERGREEN SHRUBS Ba |BLUE CHIP JUNIPER QlY. 4 5 TOTAL 9 TOTAL 121 TOTAt 2 TOTAL 0 M 5 . W IG aNV-lisam 94 8 9 ORNAMENTALGRASSES AVG HIMS HEAVY METAL SWITCH GRASS BLUE AVENA GRASS | 32 TOTAL 32 29 98 TOTAL PERENNIALS PER |VIBRANTDOMEASTER 45 PER |MAGNUS CONEFLOWER 45 PER |MOONBEAM COREOPSIS 45 PER |LITTLE TRUDY CATMINT 45 TOTAL LEGEND 232 (4) BCJ W 53RD DRIVE - DECIDUOUS TREE (2)AUT - ---1 11MAIL KIOSK --3 -(TYP.) \\jr> .\\1/ 1 EVERGREEN1 0--1/11 1 TREES 1 ;ma DECIDUOUS :: 1 + )nn SHRUBS 1 (43 GLS 1 (1) ROA 1 1 j 10 02 1685 SHRUBS 1 49 1O 4A la 17 1Q ORNAMENTAL GRASSES PERENNIALS 1 (6) BU 13j R j 12) ROA •-/ (3) AUT QUAIL STREE 1.lu lu2 3 .0 0 ¤C w TRACT E 0 1% -2 IB --/_. Af Z @ 0 0 0 0TURFSOD6%=ee NATIVE SEED . ROCK MULCH O - . M .. Z .....COBBLE MULCH WRi@8283 2118 8 3 8889/ WOOD MULCH Z PERMEABLE PAVERS < 5 TRACT A L·WAUT 4 9 - (4) SYP /- (13) GMC 1@ LANDSCAPE EDGER - (41) PER (1) BSP 9 20 21 22 23 24 25 26 CONCRETE SIDEWALKtr- (17) HMS · ' TRASH RECEPTACLE* (4) BCJ ,(9) AVG -(1)BPJ -1 BENCH | - (26) PER ,MAIL KIOSK(1) BPJ (26) PER --7 i (9) AVG ...=4- (9) AVG : (8) GMC ,(14) AV(3 -(8) GMC / -S&)NAG / / 11-12] L.1- U==---(13) PER PET WASTE STATION E- (41) PER 1%74 TRACT B ''r- (13>GMC .. PROPOSED SIGN - (4) SYP PROPOSED HYDRANT (12>HMS WUU<23 1 kLE < -6· PRIVACY FENCE 8.J<Jiliwd'. 2-27- 1.ZE*EE (4) BCJ 2)AUT . -,--4' THREE RAIL FENCE L-(1) BPJ 1 - 1 -liu (8) GLS |PROPERTY UNE (7) BCJ · | (8) GLS LANDSCAPE · EDGER \- m PERBENCH (TYP.) ...1 L (8) GMC ! PET AND TRASH -1 ' RECEPTACLE (TYP ) i MATCHLINE SHEET SDP-6 L (17) AVG |Q\- (7) BCJ , - LANDSCAPE 1 EDGER 11 12 NOTE REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS U 34 33 32 31 30 29 28 27 11 1 1 1 1 -1 = 20' - SHEET g LANDSCAPE 000 $PLAN SCALE: 1"8 SDP-5 WHEAT RIDGE. COLORADO 0 _LEGEND QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE DTI DESIGN DECIDUOUS TREE 2-20*JA' i A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. (7)1 (3)1 SYMBOL |COMMON NAME DECIDUOUS TREES ROA NORTHERN RED OAK YEL AMERICAN YELLOWWOOD HAC WESTERN HACKBERRY CAL WESTERN CATALPA 1 MATCHLINE SHEET SDP-5 1 EVERGREEN V TREES I i 3 ORNAMENTALTREES AUT RHT RUSSIAN HAWTHORN AUTUMN BLAZE PEAR 1 SSK |SASKATOON SERVICEBERRY 0 · DECIDUOUS SHRUBS0 DECIDUOUS 0 1 SHRUBS <WSC |WESTERN SAND CHERRY T.GLS |GRO-LOW FRAGRANTSUMAC 0 0 0 .C e EVERGREEN 1 SHRUBS I EVERGREEN SHRUBS 1 6 80 |BLUECHIP,UNIPER ORNAMENTAL GRASSES PERENNIALS 1 QlY. 3 3 3 TOTAL: 10 2 4 TOTAL 6 11 19 24 TOTAL: 54 17 aN¥-113(NOAA 83WOH -1 TOTAL: 17 TURF SOD i NATIVE SEED | 0 LU2 ROCK MULCH E --MROA(3) GLS li.:.f (11) SSKCOBBLE MULCH - (2) ALT ,(8) WSC - (4) BCCI |, 4 WOOD MULCH L(4) GLS (3) YEL - MAIL KIOSK -1, ....1 (TYP.) \PERMEABLE PAVERS ZF LANDSCAPE EDGER 52/'-7..iesT .. CONCRETE SIDEWALK . TRASH RECEPTACLEBENCH _ .- __ _ _------- - - ---- V', 53RD PLACE - MAIL <JOSK PET WASTE STATION ' PROPOSED SIGN -- PROPOSED HYDRANT 6' PRIVACY FENCE 4' THREE RAIL FENCE PROPERTY LINE EXISTING STRUCTURE -n _ -r- PROPOSED RETAINING - ,Api 43 k EATL-| TO REMAIN \ /WALL, SEE CIVIL CIVIL (5) BCJ SEE CIVIL DETENT]ON BASIN, .; /- (5) GIS C}'BAOM/dV03>¤3HO NOTE REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS U I BACKYARD BY HOMEOWNER 0 ) WSC --TRST-(11 (2) HAC r (5) BCJ ../e D -60 + Y, AY + 71 ' l 1 000, 00.9/ C.1 1 --168iP,q000000000000 - *AAA061- 000000001 --*- - 00000000006*A ---<C · Y· )l¥ 1+1+1 +1+1 1-1£1+1+A+1+J i MAINTENANCEE -e :922 888-N,>E/11:7 3- ·ACCESS ROAD :3 2 RE 8 6 8889= J -- (5) GLS / 6 1) HAC - (3) CAL SPILLWAY .-. SEE CIVIL TYPICAL SINGLE TYPICAL SINGLE FAMILY DETACHED lt)uFAMILY ATTACHED *929*i 1 1 1 143 5 10 '/A 0 ' 00000TYPICAL RESIDENTIAL LEGEND SCALE 1" = 10 SINGLE FAMILY DETACHED DECIDUOUS /7, EVERGREEN LARGE I SMALL A EVERGREEN .*ORNAMENTAL I PERENN 1ALS 1 - ORNAMENTAL TREE (2·' CAL) OR DWARF CONIFEROUS TREE (6') TREE 1 TREES DECIDUOUS DECIDUOUS L./ SHRUBS GRASSES 7 - SHRUBS (#5) SHRUBS SHRUBS 17 - PERENNIALS/ORNAMENTAL GRASSES (#1) TURFSOD ROCK MULCH VOOD MULCH - LANDSCAPE EDGER SINGLE FAMILY ATTACHED5 - ORNAMENTAL TREE (2" CAL) OR DWARF CONIFEROUS TREE (6') 64 - SHRUBS (#5) TYPICAL RESIDENTIAL LANDSCAPE NOTES 96 - PERENNIALS/ORNAMENTAL GRASSES (#1) 1. PLANT SPECIES WILL BE DETERMINED AT THE TIME OF BUILDING PERMIT 2 PLANT MATERIAL TO ALIGN WITH THE SPECIES DENTIFIED IN THE OVERALL PLANT SCHEDULE FOR THE DEVELOPMENT 0 O 0 10 20 , 20 SCALE: 1" = 10' p SHEET g LANDSCAPE 1 5 PLAN SCALE: 1" = 20' §SDP-6 0 Cl -777'-T WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO D'll DESIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. ASPHALT SHINGLE ROOFING - - STONE VENEER r-- BOARD & BATTEN SIDING r- HORIZONTAL- SIDINGASPHALT SHINGLE ROOFING SHINGLE SIDING BOARD & BATTEN SIDING ASPHALT SHINGLE ROOF NG STONE VENEER HORIZONTAL- SIDING 1 1 I4 Ll- rl'r--lir--lir--lir---111 I. PLAN 1 -CAPE COD REQUIRED PROPOSED REQUIREDPLAN 2 BACKC Y ROPOSED Y VENEER i ' MASONRY VENEER 02 FRONT ELEVATION 0% CUMULATIVE 17 %FRONT ELEVATIONI CUMULATIVE| 2 93% A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED A MINIMUM OF 30% MASONRY OF BR CK. BRICK VENEER. OR OTHER APPROVED A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS, ™IS MASONRY MATERIALS WILL BE APPL ED ON FRONT ELEVAnONS. THIS MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQU REMENT MAY BE AGGREGATED FOR LOTS 1 14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENnRE SFD USE AREA, THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENPRE SFD USE .THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH S TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM MUM VARIETY AMONG ELEVANONS. MASONRY SHALL WRAP AMN MUM MA'IMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION. 6 PLAN 1 - CAPE COD - FRONT ELEVATION / 4 1 PLAN 2 BACKCOUNTRY RANCH - FRONT ELEVATION /33 PLAN 3 - BACKCOUNTRY RANCH - FRONT ELEVAT ON DP-7.1 SCALE 1/8 = 1·.e STONE VENEER -7 ASPHALT SHINGLE ROOFING -r- SHINGLE SIDING r- HORIZONTAL- SIDING W¢5gE ASPHALT SHINGLE ROOFING SH NGLE SIDING BRICK VENEER HORIZONTAL. SIC)ING SHINGLE SIDING ASPHALT SHINGLE ROOFING BOARD & BATTEN SIDING BRICK VENEER HORIZONTAL SIDING :1:: Z 1 ./1 8 8 8 8 0 0 0 2 b b LII--GE-JU--JI PLAN 2. CAPE COD REQUIRED PROPOSED MASONRY VENEER FRONT ELEVATION | 30%CUMULA IVE| 21 %RONT T ON 30% CUMULATIVE * 8% A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER. OR OTHER APPROVED A MIN MUM OF 301 MASONRY OF BRICK BRICK VENEER OR OTHER APPROVED A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVAT ONS. THIS MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATONS. ™ S MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1.14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE THE AVERAGE S NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA, THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM MAXIMUM VARIETY AMONG ELEVAT ONS. MASONRY SHALL WRAP AM NIMUM MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4· ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION. SHEET SF DETACHED /2\ PLAN 1 - CRAFTSMAN -FRONT ELEVATION / 3 1 PLAN 2 - CAPE COD FRONT ELEVATION / 1 1 PLAN 3 -CRAFTSMAN-FRONT ELEVATION ELEVATIONS SDP-7.1 aNV123¤N*OOk131 doohi 31 DPOINT OF GAB 8¥0 30 1NIOdO W 01.0 .92 1 T -71 S Hit EQ.42 Utorso·01 NT OF GABLE NOISIAIDanS Nnhl -11¥nD (dS)N¥ld 1NBINdO 3A3a 01:1103dS 00¢Boloo'390!H 1.VBHM QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 4· TO WEATHER HORIZONTAL- SIDING. PAINT MAIN BODY COLOR RECTANGULAR STONE VENEER -ASPHALT SHINGLE ROOF - 4 TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR --n \ RECTANGULAR STONE 4· TO WEATHER HORIZONTAL- SIDING. ASPHALT SHINGLE ROOF ---7 VENEER 7 PAINT ACCENT COLOR m---'-- - ---- .............- .... - - 81 'mm3 8E¥ r LU - te :2 -H T --2% 14 Q*0 I - ) 1 ------ § B 1 1 11 Ill.....11 11 1 1 11 11101 ELE[ 0 Z S3 lilli lili 11111111111111111111111111 = 11 1 11 IF 1[ - -t -=6==i'llk;a; 4 -R- -- --------- 0\1 iii2% -r- L.U j \ 0 /7% TYPICAL 4 UNIT BLDG - SIDE ELEVATION /Th TYPICAL 4 UNIT BLDG - REAR ELEVATION SCALE: 1/8 = 1'-0'\@DP-8.] SCALE: 1/8- = 1'.0 4' TO WEATHER HORtZONTAL SIOING PAINT MAIN BODY COLOR RECTANGULAR STONE -*ENEER ASPHALT SHINGLE ROOF -7 4- TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR 6-8· TO WEATHER HORIZONTAL SIDING -ASPHALT SHINGLE ROOF - . 4' TO WEATHER HORIZONTAL SIDING RECTANGULAR STONE PMT ACCENT COLOR VENEER Lu 3 - -r . A AN \ 1' 52222R I El 8 m =El= [2 9 -- L -9E* - N M . 2% 29 &2 22 f 59 2*9./co-90 --- r c <33 TYPICAL 4 UNITBLDG -SIDE ELEVATION r 1 h TYPICAL 4 UNIT BLDG - FRONT ELEVATION 9DP-8.1)SCALE: 1J8 = 1'4 9Dp 4,p' SCALE: 1/8' = 1'4 NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS i,8/8all PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED FENESTRATION FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION ButLDING AVERAGE MASONRY VENEER *26%FRONT ELEVATION 113%LEFT ELEVATION 133%REAR ELEVATION /13%RIGHT ELEVATION *21%BUILDING AVERAGE SECONDARY MATERIALS - BOARD & BATTEN SIDING - NUA f 40%FRONT ELEVARON N/A 149%LEFT ELEVATION N/A *27%REAR ELEVATION N/A 150%RIGHT ELEVATION N/A /41.5%BUILDING AVERAGE N/A SECONDARY MATERIALS · FRONT ELEVATON LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE 6,8· TO WEATHER HORIZONTAL. SIDING *26.5% 14/A /21.5% NIA *12% SECONDARY MATERIALS · FRONT ELEVATION FLEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE ·ACCENT 4 TO WEATHER HORIZONTALSIDING i 32% 141% i 50% 24856 *43% SHEET SF ATTACHED ELEVATIONS SDP-8.1 kZ 11 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO Dll DESIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, RECTANGULAR STONE ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING 6-8· TO WEATHER HORIZONTAL- SIDING 4· TO WEATHER HORIZONTAL SIDING, VENEER RECTANGULAR STONE ASPHALT SHINGLE ROOF -1 BOARD & BATTEN WING ---7 PAINT ACCENT COLOR - 6-8" TO WEATHER HORIZONTAL- SIDING - _.-VENEER : Ul UJ 3 0 0 0 a&'m : f 4 C e 0 i aN¥1£3DNMIDPOINT OF HIGHEST ROOF GABL 4 BUILDING HEIGH MIDPOINT OF HIGHEST ROOF 1 lili 31? /7% TYPICAL 5 UNIT BLDG - SIDE ELEVATION /Th TYPICAL 5 UNIT BLDG - REAR ELEVATION SDP-8.SCALE: 1/8· = 1'-0-key SCALE: 1/8- = 1'-0- 4- TO WEATHER HORIZONTAL- SIDING. RECTANGULAR STONE 64· TO WEATHER4' TO WEATHER HORIZONTAL SIDING.ASPHALT SHINGLE ROOF -7 BOARD & BATTEN SIDING -PAINT ACCENT COLOR RECTANGULAR STONE VENEER HORIZONTAL SIDING ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING PAINT ACCENT COLORVENEER lu 0 B ¤m. /W 0e O 0 5 9 1L m COB In P N 9 :r 0 :4%48 0 B 3EqR/ 8E82 /Th TYPICAL 5 UNIT BLDG - SIDE ELEVATION rPLIYPICAL-iUNIT-BLQQ--ERONT-ELEMATION SCALE: 1/8" = 1'-0"SCALE: 1/8 = 1'-0' THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL Ill U) 2 Ul R O 0 PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED LENESTRATION MASONRY VENEER SECONDARYMATERALS-BOARD&BATTENSDING PRONTEUEVAMONI2%LFRONT-ELEVATIONI38'6 I FRONT ELEVATION SHEET 1£3%SF ATTACHED LirIE!:EVATIONI1%| LEFT ELEVATION 144%LEFT ELEVATION £ 56%bEEMYNION N/A [REARELEVATIONI36'A REAR ELEVATION f 26% REAR ELEVATION [REARELEYEL_-__-_____- REAR ELEVATION ELEVATIONS 1/3% LEEMLE!=EVATIONI1SZ RIGHT ELEVATION f 54'6 BUILDING AVERAGE 1 20.5%BUILDING AVERAGE i 42%BUILDING AVERAGE *43%BUILDING AVERAGE ill.5%BUILDING AVERAGE I 2.75%SDP-8. ens OME 1VLLII,anS Hi, TO MIDPOIN aNHO VEQ. EQ. NOISIAIDBAS N N¥ld iNBINdO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO D·11 DESIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. ill El_ B-me L.L.1 \ #ib028 8 F| -GE Fl B 7 111111 LUB=m_18 I lili O .1 -1 W I1 4 11 51 1 1 31 n-1 Z Ill= 4 4 4 2! ..... - &%%e9LF LIM + L :r... 7 /--LJ 1- 1\9% 1 1 = 1 Z ERRRE. EEE2 -- 4 ME ·Z /:1 7-7 LdL FILE 25'-0- 15-2-V-10- .54· - 124* .5* .12'-6- 18·-0- , 18-0- 124 104 10'-7 12'-6-10'-e 8'-10-16·-2 18'-,0-264 1 18'-0-25'-V -10-16'-2 25.0- /Th TYPICAL 5 UNIT BLDG FACADE ARTICULATION \@DP.8.1 SCALE: 1/8· = 1'-0·7\ TYPICAL 4 UNIT BLDG FACADE ARTICULATION .SDP-8,y SCALE: 1/8- = 14 SHEET SF ATTACHED ELEVATIONS NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS SDP-8.3 t 11 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT , A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO Dll D SIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, n E E -I- ii!,1 ee/#1 e€9 e illd .-1 E it; & c :4- 4344457-&-32 1, - - ' ...>dit. 11=1'.fi. EC 1 . c /2% 4 UNIT SIDE ELEVATION - STANDARD /73 4 UNIT SIDE ELEVATION - ENHANCED -2 1 i 11-fi-i - . 4: ..=2 - .IR *4 l///ll , SCALE: 1/8· = 1.-0-ktij' SCALE: 1/8- = 1.-0- ,0 - .1 - I M. + I. -1-1 -1 1.. - - ..6. 4 ekl-··· 1- ." c lal= 6 :b. I lr:14.r'-31 ·--*firf·IF" · bl* t:.4 1; ·1' 1 i illili • J-C-ZEILJ=ii. r9|i:==; .lillillL - - .......1 - 4 . :71:1 ! i€ .i:5.-iia€'rt'·Uy-:L j 4'k11/5912 1 / 1-1 - 4.:- rbi.74-1 -,i i t-.37©_27321} •.=-E©k-Ii«Pel:IL- t==2=t,.gge, -400· 7 9m§mm :' - &%25I /1/PICE 1 I. 4E- _1' > -' 1 ; #--er-- ..._.1 - -P C i ) ENHANCED ELEVATION LOCATIONS1 SCALE: 1/r -1'-0.a -P gih 4 UNIT SIDE ELEVATION - STANDARD /2\ 4 UNIT SIDE ELEVATION - ENHANCED 490 SCALE: 1/8 = 14 SCALE: 1/8• = 1'-0. SHEET 4 UNIT BLDG ENHANCED ELEVATIONS SDP-8.4 n QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. It J E 11 Z% 'WONDERLAND i -O\ 1 111; 1-7.Ollr-tel & -w.-' _4Lt-2.|tmJ.L -10=LU \ 4144.aff<14/7.t*:F-. 4/lili.45*t4/#44<Em g CK- i'!L--4p -.1 6-r-- .07-,• A r e -4 -1, 1-, 6 / dz 10- ·11E .1 14 li .1/. 21• It . ', 14.1+1+12.1.=. 1.1+1... '1 /73 5 UNIT SIDE ELEVATION - STANDARD /73 5 UNIT SIDE ELEVATION - ENHANCED u . 0 /#i: .25 .,-1,· Fr DP.8. SCALE: 1/8 = 1·-0-DNA SCALE: 1/8-= 1'.0- 1 lili i in i Ill E m lili .........j -394-112-6=L- r.¢-E .9,m*1 15 +7 .2:&'. ii</=Li * mg9¢,- 6 --,p -LLLI-frc--1-4 M '' i [ 1 .2-,4 - 1---::=mm g2Ee /f ·- ---1'1 .Ul L ....nr... E '412 1E B 6 1 -O e . M . 6 /11 ENHANCED ELEVATION LOCATIONS 4DP-8,9 SCALE: 1/8' = 1·-0 EB EEF B /7% 5 UNIT SIDE ELEVATION - STANDARD /2\ 5 UNIT SIDE ELEVATION - ENHANCED DP-8. SCALE: 1/8· = 1'-0"493/SCALE: 1/8' = 1'·0' SHFFT 5 UNIT BLDG ENHANCED ELEVATIONS SDP-8.5 I YEARS 720 2836783 OfficeaRedland1500 West Canal Court. Littleton, Colorado 80120 1 WHERE GREAT PLACES BEGIN REDLAND.COM 1 November 8, 2018 \% Ms. Meredith Reckert Senior Planner Community Development City of Wheat Ridge 7500 W. 2gth Avenue Denver, CO 80033 Re:Quail Run SDP & Plat 4th Response to Comments Dear Meredith: Please accept this letter on behalf of Redland. We received your comment letter dated September 23, 2018 and we offer the following response: GENERAL NOTE Vil notice Public Works noted that the legal description and associated area of the SDP must exactly match that of the Plat. This is incorrect, as the plat and the SDP encompass different areas. I have spoken with Public Works regarding this issue, and apologize for the miscommunication. Response: Thank you for the clarification. SDP-1 2.* Case History: WZ-18-01 should read WS-18-01 Response: The requested change has been made. x25' Update legal description to that of the previous submittal Response: The requested change has been made. Redland WHERE GREAT PLACES BEGIN SDP-8.4 UtfThank you for providing enhanced elevations. Response: You're welcome. Plat 1. No comments. Response: Noted. Civil Construction Drawings 1. No comments. Response: Noted. On behalf of Redland and the project team, thank you for your time and consideration reviewing the SDP for Quail Run . Please let me know if you have any questions. Sincerely, L Travis Frazier, RE., LEED AP Project Manager Project Name - Topic of Letter Date Page 2 of 2 -5 e-A- il/z-/ /1 "6449 r City of3 -WheatR®lge- COMMUNITY DEVELOPMENT Memorandum TO:Travis Frazier, Redland FROM:Meredith Reckert, Senior Planner Zack Wallace Mendez, Planner II DATE:September 23, 2018 SUBJECT: WZ-18-13 and WS-18-01 - Quail Run SDP & PlaR-evi I have completed my review of the Specific Development Plan (SDP) and plat for the proposed Quail Run residential development. I have the following comments: General Note 1. I notice Public Works noted that the legal description and associated area of the SDP must exactly match that of the Plat. This is incorrect, as the plat and the SDP encompass different areas. I have spoken with Public Works regarding this issue, and apologize for the miscommunication. SDP-1 1. Case History: WZ-18-01 should read WS-18-01 2. Update legal description to that of the previous submittal: LEGAL DESCRIPTION CIPSEE A PARCEL OF LAND BEING SmJATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF ARVADA COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6™ PRINCIPAL MERIDIAN THENCE SOUTH 45•31'44' EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 89'37'29" EASL A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF St<YLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY: THENCE SOUTH 00°1257- EAST. A DISTANCE OF 93L22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAlL RIDGE ESTATES RESUBDIV1SION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY: THENCE SOUTH 89°32'53• WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY: THENCE NORTH 00'16'48" WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL: THENCE SOUTH 89'3253' WEST, A DISTANCE OF 149.24 FEET; ™ENCE NOR™ 00*15'01· WEST, A DISTANCE OF 160.00 FEET: THENCE SOUTH 89*3253· WEST, A DISTANCE OF 273.50 FEET: ™ENCENOR™ 00·15'01· WEST, A DISTANCE OF 19.63 FEET: THENCE SOUTH 89°3253• WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF ™E NORTHWEST QUARTER OF SAID SECTION 16; ™ENCE NOR™ 00'15'01"WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID NORTHWEST QUARTER, SECnON 16 TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 6.011 ACRES, (261.849 SQUARE FEET), MORE OR LESS. 1 e Quail Run SDP and Plat - f; Review (Planning Division) Page 2 SDP-8.4 1. Thank you for providing enhanced elevations. Plat 1. No comments. Civil Construction Drawings 1. No comments. . r Citv of 17-Wheatge-- PUBLIC WORKS Memorandum TO:Zack Wallace Mendez, Planner II FROM:Jordan Jefferies, P.E. DATE:October 24, 2018 SUBJECT:WZ-17-11 / Clark - Quail Run I have completed review ofthe third submittal ofthe Specific Development Plan for the proposed Quail Run development at West 53rd Place and Pierson Court received on October 10, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: Cover Sheet (SDP-1): 1. Is the the correct ownership info shown? If so, who/what is Mr. 0' Herron representing? Site Plan (SDP-2): 1. Need to adjust the SDP boundary line to exclude Lot 43 as indicated on the redlined Plan. 2. Need to provide the bearings and distances for the east and north line of Lot 43, and also for the line running from the west ROW of Pierson Court to the west line of Tract F as indicated on the redlined Plan. Site Plan Details (SDP-31: 1. Please provide the distances on all the Quail Street Interim and Full Sections as indicated on the redlined sheet. Final Plat: General comments: 1. Please note Public Works recommends the following Conditions ofApproval be applied to this plat due to the unique nature and design ofthis development proposal: Prior to City of Wheat Ridge approval of the Final Plat, the following prerequisites shall be undertaken and completed: a. City of Arvada review and acceptance of the drainage design found in the Quail Run Final Drainage Report and Plan. Written acknowledgement from Arvada shall be provided to the City of Wheat Ridge. Quail Run SDP Review 4 Letter.docx L / Public Works Engineering October 24, 2018 Page 2 b. City ofArvada review and approval of Construction Plans for Quail Street. Written approval from Arvada shall be provided to the City of Wheat Ridge. c. A Right-of-Way deed transferring title, or a Permanent Easement for the purpose of"The construction and maintenance of a roadway and all its appurtenances", shall be prepared for the entirety of the Quail Street improvements lying outside the City of Wheat Ridge. The Right-of-Way deed or Permanent Easement shall be granted to the City of Arvada, and a copy of the recorded document shall be provided to the City of Wheat Ridge. d. An Easement Agreement or a Temporary Construction Easement of sufficient width as to allow for the construction of the Quail Street roadway shall be obtained from the underlying landowner to the benefit of the developer, and a copy of the recorded document shall be provided to the City of Wheat Ridge. e. Written approval from all affected property owners of Skyline Estates Filing No. 1 for the proposed stormwater outfall from the detention facility in Tract D shall be obtained and a copy provided to the City of Wheat Ridge. f. Submittal of written acceptance from all affected property owners of Skyline Estates Filing No. 1 for utility installation, repair and maintenance of any and all utilities along the common boundary between Skyline Estates and Quail Run, if applicable. Sheet 1 - COVER SHEET Owner's Certificate: 1. Note: PW erred in previous review comments - The Legal Description should reflect existing condition of parcel(s) and not proposed conditions. Therefore, the legal description should describe existing areas (acreages) as previously shown (see redlines). We apologize for the mistake. 2. The Land Use Table and the Land Area Table should be renamed to "Proposed Land Use Table" and "Proposed Land Area Table" as they contain areas after platting. 3. Update Revision block. Sheet 2 - EXISTING CONDITIONS 1. Show the property boundary to match the legal description (for existing conditions) as redlined. PW suggests combining the Existing 40' Public ROW and book and page callout into one note. Update boundary callouts as redlined. 2. Add "EXISTING PARCEL LINE" linetype to Legend. PW suggests spacing out the legend items to improve readability. 3. Remove all "Parcel line hereby removed by this plat" notes as they should be shown on the proposed conditions. 4. Correct parcel line configurations as redlined as redlined to accurately reflect conditions. 5. Include Zoning for all adjacent properties. 6. Update Revision block. Quail Run SDP Review 4 Letter.docx Public Works Engineering October 24, 2018 Page 3 Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW 1. Show and identify all existing lot/parcel lines. 2. Add the 15' dimension for the Quail Street ROW to remain subsequent to vacation ofthe easterly 25'. 3. Identify the portion of existing Right-of-Way along Quail Street as "EXISTING ROW TO REMAIN". 4. Update Revision block. Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION 1. Point of Beginning leader should touch symbol. 2. Add "Parcel line hereby removed by this plat" to parcel line along the easterly boundary line of Block 1. 3. Correct adjacent Sheet reference. 4. Update Revision block. 5. Change "ROW to be dedicated" to "ROW hereby dedicated" under the Pierson Court label. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION 1. Add existing parcel lines and label as redlined. 2. Correct linework and labels at the west end of Tract C as redlined. 3. Please delete the leftover "spare" text for Lot 43. 4. Correct adjacent Sheet reference. 5. Dimension of Pierson Court has unused leaders at property line - please remove the arc leaders. 6. Update Revision block Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION 1. Add existing parcel lines and label as redlined. 2. Please delete the leftover "spare" text for Lot 43. 3. Correct adjacent Sheet reference. 4. Change linetype of easterly lot line of Lot 1, Quail Ridge Estates, to city boundary linetype and label 5. Update Revision block CIVIL ENGINEERING Final Drainage Report: 1. Drainage Plan: The contours indicate that there will be a low spot on the southern portion of the compacted subgrade portion of Quail Street. This area should be regraded to avoid ponding and accumulation of water on Quail Street. More discussion on the drainage scheme for the interim and final Quail Street buildout would be helpful. As mentioned in previous comments, the existing inlets on Quail Street south ofthe development likely do not have capacity to capture additional runoff. Draining runoff to the south to the existing paved portion of Quail Street should be avoided. Quail Run SDP Review 4 Letter.docx Public Works Engineering October 24, 2018 Page 4 Construction Plans: 1. Sheet C3.0 - Overall Site Plan: The streetlights along Quail Street are still in the Wheat Ridge ROW. Please relocate these to the west side of the street in Arvada ROW and build to Arvada standards. Wheat Ridge Public Works does not provide operation and maintenance of streetlights along Arvada public streets. 2. Sheet C4.1 - Erosion Control Plan - Interim: The lot numbers on this sheet are not matching the lot numbers provided on other sheets. Please verify alllot numbers as this comment has been previously made and not resolved. 3. Sheet C7.1 - Quail Street P&P: Please provide additional information on the timing ofthis project with the Haskins Station development. Stabilization ofthe compacted subgrade roadway may be required i f the roadway will not be completed for a significant period of time. 4. Sheet C7.3 - Knuckle P&P: In follow-up to previous comment, there still appears to be a >2.0% grade break. Please revise this grade break to 0.50% or less or provide further explanation as to how grade break will be reduced in pavement. 5. Sheet C8.1 - Pond Details: The Section D-D orifice plate should be redrawn to be at accurate elevation in relation to pipe invert and micropool WSE. 6. General - ROW and easement(s) for Quail Street will need to be acquired prior to Planning Commission. Public Works understands that these documents are being prepared, but wanted to reiterate the requirement. Public Improvements cost estimate: 1. See redline comments on the cost estimate. 2. Do the quantities include all public improvements within the Wheat Ridge City Limits? Note that the portion of Quail Street in Arvada does not need to be included in the cost estimate as this will not be included in the letter of credit issued to the City. SUBDIVISION-RELATED REOUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal ofthe SWMP. Please contact Bill LaRow, Stormwater Program Quail Run SDP Review 4 Letter.docx Public Works Engineering October 24, 2018 Page 5 Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy ofthe SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% ofthe total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is $XXX,XXX. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2- year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer' s cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 5. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not Quail Run SDP Review 4 Letter.docx Public Works Engineering October 24, 2018 Page 6 limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 6. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 7. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance (as applicable to this project): i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW onlv) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: Quail Run SDP Review 4 Letter.docx Public Works Engineering October 24, 2018 Page 7 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Quail Run SDP Review 4 Letter.docx r City ofTU-Wheatge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 September 11, 2018 Redland Attn: Travis Frazier 1500 W. Canal Court Littleton, CO 80120 DELIVERED VIA EMAIL tfrazier@redland.com Dear Mr. Frazier: This letter is in regard to your application filed for a Specific Development Plan (SDP) and plat on property zoned Planned Residential Development (PRD) located at 5372-5392 Quail Street. The third review ofyour submittals is complete. Comments from the Planning Division and Public Works Department are attached to this letter. Redlines from Public Works are available at the following Dropbox link: https://www.dropbox.cornish/4vhovke3bggfa9w/AABYmNBdHVY 5OARBk3xa09ba?dl=0 For the next review, please provide a response to the comments on the following pages, and resubmit plans in the following formats: • Digital files of the resubmittal documents in Adobe .pdf, with the plat document in .dwg format. Sincerely, Zack Wallace Mendez Planner II 303-235-2852 zwallace@ci.wheatridge.co.us CC:Summer Clark, SCHAL Investments, LLC Casefiles (WZ-18-13 and WS-18-01) Enclosures L J . City of9- WheatRidge- COMMUNITY DEVELOPMENT Memorandum TO:Travis Frazier, Redland FROM:Zack Wallace Mendez, Planner II DATE:September 6, 2018 SUBJECT:WZ-18-13 and WS-18-01 - Quail Run SDP & Plat 3rd Review I have completed my review of the Specific Development Plan (SDP) and plat for the proposed Quail Run residential development. I have the following comments: SDP-1 1. No comments. SDI'-2 1. General Note 1: states that landscaping in Tracts A & B will be reviewed and approved by the City prior to construction. This SDP approves the landscaping; remove the second sentence of this note. SDP-3 1. It would be helpful to add a brief description or key map of where the 3 interim sections of Quail Street are in relation to the property and which will be built with this project. 2. For recording purposes, ensure the street sections fit onto the page (the bottom one has been cut off). 3. Add "interim" to 53rd Place section. SDP-4 1. Street tree requirement box states 13 trees required along Quail Street, and 4 provided. Then states 13 trees required, 13 provided. Please add line to table showing where the other 9 trees are coming from (assuming they will be accounted for in the front yard landscaping for the SFA units). SDP-5 and SDP-6 1. It is unclear where the 3 rail fence is located. Is it the line type that is between the home lots and surrounding the SFA lots? 2. On the SDP-6 typical landscape drawings, note that plant species will be determined at the time of building permit. Also note if they will align with the species identified in the overall plant schedule. SDP-8.1 and SDI'-8.2 1. Remove "required" columns in material calculations. 4 Quail Run SDP and Plat - 3'd Review (Planning Division) Page 2 2. Please clarify the type of material being utilized for "stone veneer." The scale is drawn like CMU in some cases, but like brick in others. Are these materials smooth or split face? Do you have a materials board you can share? 3. Remove "right" and "left" designations in favor of"side elevation" 4. Is there a way to integrate the detached unit masonry, shingle siding, corbels, and other details into the attached units to better integrate the products? 5. The ASDM multifamily faGade design principle states, "Building design should contain significant interest, level of detail, and human scale. Where these elements are already present on adjacent buildings, architecture should be consistent with surrounding buildings." a. External facing sides (see below) should have an enhanced elevation that aligns with the requirements of the ASDM multifamily faade design principles. 4,0,1, 1 1 4,10=- I 1 ·•10 I 1 ..m- I 0 •i,J.. 1 9 .mis. 1 1/ 4,6- 1 9 ...is. TYPE 2 COKCF" - r=b 'PM,'CEZEJ __11435. ._1 L -1 .- 'wr. c1 1/ J i CDOT- 1 | 11.7.-1 f |--52-4 L- --= 7k-&1.- _ ..:2( l.- _ __.1EET ---,_ _i.,t /Up/ Rl,-k L.36 53RD DRIVE jt..... 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City of9- WheatRidge-- PUBLIC WORKS Memorandum TO:Zack Wallace Mendez, Planner II FROM:Jordan Jefferies, P.E. DATE:August 24,2018 SUBJECT:WZ-17-11 / Clark - Quail Run I have completed review of the third submittal of the Specific Development Plan for the proposed Quail Run development at West 53rd Place and Pierson Court received on August 6, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: Cover Sheet (SDP-1): 1. The legal description and associated area must exactly match that of the Final Plat. (Refer to the redlined SDP). Site Plan (SDP-2): 1. All of the driveways need to be redrawn to reflect how the CDOT Type 3 driveways will actually look. Type 3's do not have a by-pass sidewalk which would require additional ROW. (For Type 3 the sidewalk ramps down and has NO WINGS across it). 2. The ramp on the NW corner of Pierson Court and W. 53rd Place needs to be identified as being a CDOT Tvne 18. 3. It appears the Right-of-Way dedication for Quail Street does not extend southward far enough to allow for the connection to West 53rd Place, and that a 46' Access and Construction Easement is proposed for this area. It is the position of the City of Wheat Ridge that the proposed 46' Access and Construction Easement is inadequate for a permanent public roadway. In order to allow for adequate construction and future maintenance of a public roadway with all its appurtenances, either title (ROW) shall be transferred by deed, or at a minimum, a Roadway Easement shall be granted to the City of Arvada. Separate Utility Easements shall also be needed (as indicated) if ROW (title) is not conveyed to Arvada. Final Plat: General comments: 1. Please be advised that for all Final Plats the basis of bearings and all related bearings shall be consistent with the Current City Datum per Sec.26-410 of the Municipal Code ofLaws. Quail Run SDP Review 3 Letter.docx L J Public Works Engineering August 24, 2018 Page 2 2. Please submit AutoCAD drawing based on Current City Datum. Previous drawing does not fit city mapping. Include closure sheets as required for complete submittal. Second comment 3. Please submit closure report for entire property - this will include newly vacated ROW at Quail Street. 4. Minimum size for text is 0.10" - there are numerous notations that do not meet this criteria. Third comment 5. All distances to be shown to 0.01', per Geodetic Surveying Requirements. 6. Please note Public Works recommends the following Conditions of Approval be applied to this plat due to the unique nature and design ofthis development proposal: Prior to City of Wheat Ridge approval of the Final Plat, the following prerequisites shall be undertaken and completed: a. City of Arvada review and acceptance of the drainage design found in the Quail Run Final Drainage Report and Plan. Written acknowledgement from Arvada shall be provided to the City of Wheat Ridge. b. City ofArvada review and approval of Construction Plans for Quail Street. Written approval from Arvada shall be provided to the City of Wheat Ridge. c. A Right-of-Way deed transferring title, or a Permanent Easement for the purpose of"The construction and maintenance of a roadway and all its appurtenances", shall be prepared for the entirety of the Quail Street improvements lying outside the City of Wheat Ridge. The Right-of-Way deed or Permanent Easement shall be granted to the City of Arvada, and a copy ofthe recorded document shall be provided to the City of Wheat Ridge. d. An Easement Agreement or a Temporary Construction Easement of sufficient width as to allow for the construction of the Quail Street roadway shall be obtained from the underlying landowner to the benefit of the developer, and a copy of the recorded document shall be provided to the City of Wheat Ridge. e. Written approval from all affected property owners of Skyline Estates Filing No. 1 for the proposed stormwater outfall from the detention facility in Tract D shall be obtained and a copy provided to the City of Wheat Ridge. f. Submittal of written acceptance from all affected property owners of Skyline Estates Filing No. 1 for utility installation, repair and maintenance of any and all utilities along the common boundary between Skyline Estates and Quail Run, if applicable. Sheet 1 - COVER SHEET 1. Owners' Certificate a. The acreages at the beginning and the end of the description do not agree with the computed total in the Land Use Table. In addition, if things go as planned and the Quail St. ROW is acquired from the adjoining property to the west, then the City of Wheat Ridge will vacate the easterly 25' of the existing 40' ROW. This vacation will affect W. 53rd Place Quail Run SDP Review 3 Letter.docx Public Works Engineering August 24, 2018 Page 3 ROW, Tract C and Block 2, Lot 43 areas. These changes will need to be reflected appropriately in the legal description, the plans and the area tables and curve table. b. Change the reference in paragraph five from "page 60 of SAID Records" to 'page 60 of THE Records' as there is no reference to records previously. 2. LAND USE TABLE / LAND AREA TABLE - Make corrections as necessary for area adjustments. 3. BASIS OF BEARINGS - correct this note or the plan note to agree with each other, as redlined. 4. VICINITY MAP a. Label the hatched area as "SITE". b. Add the City ofArvada and the City of Wheat Ridge labels. c. There is text that is too small in the upper right corner. 5. GENERAL NOTES: a. Note 11- add "AND MAINTAINED" to the first sentence as redlined. b. Note 12- Text size appears to be smaller than that of other notes. c. Note 13 - Add the paragraph breaks as shown. 6. REVISION BLOCK - The "DATE OF LAST REVISION" note in the lower right side of the sheet should go into the REVISION BLOCK. Also, this area formerly had the "COVER SHEET" sheet title in this corner - it should come back. Sheet 2 - EXISTING CONDITIONS 1. Add Block symbol and identifier to Legend. 1. Identify parcel and add zoning information on the middle parcel as redlined. 2. It appears that the 8' (m/l) wide tract may extend all the way to the north line of the subdivision boundary. Please double-check and show as an existing parcel line to be removed if necessary. 3. Double check the parcel line just west of lot 7 of Skyline Estates as there may not be a line between the large unplatted area and the narrow area at the SE corner of the project. 4. POINT OF COMMENCEMENT - revise as necessary to agree with BASIS OF BEARINGS on cover sheet. Consider moving this note above tie line - it cleans up the text over linework. Add the tie metes and bounds (from sheet 3). 5. Check the other two section callouts for corrections as redlined. 6. Remove the "TO REMAIN" portion of the "EXISTING 40' PUBLIC ROW TO REMAIN" note at the SW corner as shown. 7. The metes and bounds on this drawing will be slightly different from the written legal. This is due to the proposed ROW vacation to Block 2, Lot 43 and Tract C. Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW 1. Move the section tie at the NW corner to sheet 2. 2. Show block label between Tract E and Tract B. 3. Some ofthe dimension labels are too small and also need to be carried to the hundredth of a foot accuracy. 4. Adjust property boundary lines and labels to encompass the 25' strip of ROW to Quail Run SDP Review 3 Letter.docx Public Works Engineering August 24, 2018 Page 4 be vacated by this plat at the west end of Block 2, Lot 43. This sheet will reflect the proposed boundary and callouts to match the written legal description on the Cover Sheet. 5. Move centerline monument at W. 53rd Place and Quail Street to property line as redlined. Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION 1. Check all text for minimum size and minimum accuracy. 2. Correct curve data for the knuckle. Second comment Add Curve 8 data. 3. Lot lines hereby created by this plat should either be identified/labeled as such or possibly distinguished by Legend definition. 4. Add the 30' non-exclusive water easement to Tract E as redlined. 5. Add Block designation. 6. Add 20' existing ROW for Quail Street just west ofproperty and label. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION 1. Label the 30' non-exclusive water easement to Tract E as redlined. 3. Add Block designation. 4. Label the lot line on the south side of Tract D as "HEREBY CREATED BY THIS PLAT. 5. The dimension leaders on the south end of Pierson Court are too small to be effective. 6. Verify all acreages are to 4 decimal places. Third comment 7. Add label for 20' existing ROW for Quail Street just west of property. 8. Add the property boundary labels removed and created as redlined. 9. Add the parcel boundary hereby created label as redlined. 10. Add dimensions to new property boundary - add Curve 8. Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION 1. Adjust areas and dimensions as redlined. 2. Remove Curve Table this sheet. CIVIL ENGINEERING Final Drainage Report: 1. Table of contents (Page 3): Please revise the "Error! Bookmark not defined" error in the table of contents. 2. General (Major Basins OS Sub-Basins): More discussion is required on the topic of how runoff from Quail Street (sub-basins OS-2 and OS-3) will be handled in the interim condition prior to construction of Haskins Station. There is discussion on page 7 indicating that drainage from OS-2/OS-3 will be routed south through a temporary swale which drains "to the existing street" (i.e., Quail Street south of the development). Will this swale actually drain onto the paved portion of Quail Street? If so, the runoff will ultimately drain to an existing inlet (Inlet A8 from Quail Ridge Estates drainage report) on the west side of Quail Quail Run SDP Review 3 Letter.docx Public Works Engineering August 24, 2018 Page 5 Street north of Ridge Road. Additional analysis of how this inlet will be impacted is warranted. Discussion and calculations (e.g., street spread) should be provided in the report. Additionally, this inlet is routed through the Quail Ridge Estates detention pond, which is owned and maintained by the Quail Ridge Estates HOA. Discussion and/or calculations should be provided to show that the pond has the capacity to handle the additional flows, An agreement with the Quail Ridge Estates HOA willlikely be required to allow for OS-2/OS-3 flows to pass through the detention basin. Public Works can provide the drainage report for Quail Ridge Estates to facilitate additional analysis. Please contact Jordan Jefferies, (303)235-2868. Note that if the above option is not feasible. the installation of inlets along Ouail street near the southern boundary of the Ouail Run development may be required. Construction Plans: 1. Sheet C3.0 -Overall Site Plan: a. Will Arvada require ADA compliant sidewalk ramps at the W 54th Avenue & Quail Street intersection? b. Is the 5' bike lane measured from the flowline? Please provide clarification. c. Please dimension the location of the sidewalk from back of curb or ROW. d. Please provide the width for the sidewalk proposed along W 54th Avenue. e. It appears that streetlights are provided along Quail Street in the Wheat Ridge ROW. Please provide a detail for streetlights. Will they be built to Arvada or Wheat Ridge standards? If built to Arvada standards - which is ideal since the road will be maintained by Arvada - it might make sense to move the streetlights to the west side of Quail Street into Arvada ROW. 3. Sheet C5.0 - Overlot Grading Plan: Lot numbers for the multi-family block do not match what's shown on other sheets (e.g., sheet C4.2). Please revise to maintain consistency. This comment was made on previous review and appears to not have been addressed. 4. Sheet C7.1 - Quail Street P&P: The extents of the temporary compacted subgrade access road are unclear. Please show a hatch pattern or other use other means to delineate the area of compacted subgrade. With the potential for long delays before the road is completed, will a compacted subgrade be able to resist erosion for months/years? Public Works recommends constructing a compacted aggregate base layer or other means to stabilize the roadway area. 5. Sheet C7.3 - Knuckle P&P: In follow-up to previous comment, Public Works recognizes that the 0.83% grade break is in the knuckle profile, but this will likely translate to a 0.83% grade break in the pavement as well. Please revise this grade break to 0.50% or less or provide further explanation as to how grade break will be reduced in pavement. 6. Sheet C8.0 - Pond Grading Plan: Please review and revise the outfall structure Quail Run SDP Review 3 Letter.docx Public Works Engineering August 24, 2018 Page 6 elevations in the EURV pond outfall profile. Invert out and top elevations appear to be incorrect. 7. Sheet C8.1 - Pond Details: a. The grate is shown as 3.0' x 2.67' in plan view. In the FDR, the UD- Detention spreadsheet shows this as 2.92' x 2.92'. Revise this sheet or the FDR so the dimensions match. b. The orifice plate is showing 13.1" spacing whereas UD-Detention specified 16.3" spacing. Revise this sheet or the FDR so the dimensions match. 8. General - Please provide a cost estimate for the construction of Quail Street from 54th Avenue to the southern extent of the proposed development and for the public improvements along Quail Street (sidewalk, ramps, streetlights, curb/gutter, etc.). This estimate will be used to determine the amount required for the Letter of Credit (see Item #3 below). If needed, please contact Wheat Ridge Public Works for unit costs. 9. General - ROW and easement(s) for Quail Street will need to be acquired prior to Planning Commission. See comments from Wheat Ridge Planning Dept for further information. SUBDIVISION-RELATED REOUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal ofthe SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy ofthe SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. Quail Run SDP Review 3 Letter.docx Public Works Engineering August 24, 2018 Page 7 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer' s Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is SXXX,XXX. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2- year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% ofthe original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 5. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 6. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. Quail Run SDP Review 3 Letter.docx Public Works Engineering August 24,2018 Page 8 7. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (ofthe signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Quail Run SDP Review 3 Letter.docx +2" 0 aU City Engineer Date Job Number l4 WtLDFLOWER SEED MiX 3-*a V ¥ SEED WITAA E»*RAIMS U.NEAT Review is for general compliance with the City of Arvodo Engineering Code of Stondords ond Specifications, !atest edition. Sole responsibility for completeness and/or accuracy of these Documents sholl remain with the Registered Professional Engineer sealing these plans. The City does not accept liability for facilities designed by others. %1*1 -'. 4. r-¥e NQ#TH GRASS 030 255/ACRE.) PiTCH TO REMAIN OPEN FLOW 5 4 ie T M)RRUS DULLEA 0000 P.-. /.*A.ch,'I=/I aCAU r€-e NORTH 'low-Calf„ D-¤./01-.204 F. 30,8921,6 Ph- 30381•2116§ . _222222>L WILDFLOWER SEED MAX *r k 4-WWB 2 -LUHB Issue Date Eli-81, 4-8-91 EDP: 4-29-98=_-_ o gv,12 Fpe.: *=IL=st %% 591,1 Age REviSED FDP: It-01-98 REvISED FDP·. 3-12-99/ REVISED IDP: 12-2-98 Z + V V V 9 + V V *- -*treerrS+fee.6-(51 hL A v v v W V V V V V \F + 4/ I + + 9 + 9 + 9 +*0 - 4, 4, + w + 4/ + 9 + v + 9 + .9 ***a4, +...7 \2 + + 9 + 253·m:' & .1* 4,1, + +P+V++V+*++ 9 1+ 4/ *+4 *- 9 t. '3, 9EvISED he: 9 Revision Dat, FEB: 25, 99-1 MARCH 6.1991 IATH_E!. 151 _ MARCH 25. I991 SEED WITW EPWRAIMS U.IWEJAT GRASS (130 LBS/ACRE) Sheet Title SEED WIT+4 EP-·,IRAYS WNEAT GRASS (13® LBS/AC:RE) Sheet 2%/R , Matchline EE - V Crl rticrkitirl, rUA. AuD nUiviIX> liNe ./LUiN 111NLiN 1 7111 Nulvil=J TREE & SHRUB PLANTING LANDSCAPE NOTES LANDSCAPE PLANT LIST INSTALL GREEN FLAG ADJACENT TO ALL sweeS N NAT·vE SEED TRACTS. F¥aINE ALL DEAD OR DAMAGED UJOOD FRIC€ TO =LAN- NG SET SHRLIB !" WIC+ER THAN THE FINISHED BED GRADE. 95 PLANT PIT TWICE AS UNDE • WGI AS TWE CONTAINER APPLY SPECIFIED MULCU. TAPER MULG TOI· AT EDGE OG PAVEMENT SYM.COMMON NAME 82 - DECIDUOUS CANOPY TREES <C <ENTUCKY COFFEETREE SA SUMMIT ASI LC .ANCELEAF COTTONULJOOD 351-4 SUNBURST WONEYLOCUST ec) SURE OA< ulwe U,ESTE1 NACKBEFR¥ 0 NORTHERW RED OAK PC PLAINS CaT-ONILLODD liC WESTEFN CA'AL•sA 152 -EVERGREEN TREES Ap AUBTRIAN P'IE BOTANICAL NAME GY-MNOCL ADUB DIOICA FRAX N.15 PENNS-LVANDCA SUMMIT· POPUL.5 ACUMINATA GLED'TBIA TRIACANTWOS SUNBURST QUERCUB MACIOCAR/A CELT!5 OCCIDENTAL 5 QUERCUS AUDRA PC=LLUS SAFGENTI! CATALPA SPEC GSA 9 LS N GRA 1. AL. LANDSCAPED AREAS ARE TO RECE!vE 35!be/1000*F OF SOIL P'REPARATION MATCHING -WE MOLLOWING CONDITIONS 15% ORGANIC MATTER, 2 MMICS/CM BALL 3-8 04 QANGE, 15:1 TO 30·i CAIEON TO NITROGEN, 4 25% AGED MANURE. 2 CONTRACTOR SHALL SEED ALL NON SODDED OR BED AREAS WRIC+4 ARE DISXRBED !37' OVERLOT GRADiha U.11™ NATIvE SEED rt'>< UNLESS OTMERWIE NOTED ON T4E PLAN (SEE SHEET L-10 FOR SEEDING AREAS;. 3 ALL TREE 51„35 ARE TO RECEIvE 14 DEF'TW POLE =EELING WOOD MULCU A MIN. DIAMETER OF: 4' NO dEED CONTROL FABIRIC OR STEEL EC>GER '5 REQUIRED IN THESE AREAS 4 56+RUB BEDS ARE TO BE CONTAINED 87 1/8'· x 4" INTE€-OCKING TYPE STEEL EDGER ECDGEQ :S NOT REau RED UMEN ADJACENT TO CURBS. WALLS. OR WAL,<S OR UIWEN LOCA'ED WITWIN A NATIvE GRASS AREA. 3, VEGETATION P_ANTED WITHIN NATIVE SEED AREAS SWALL INCLUDE TWE iNS-A--LATION OF POLE FEELING llOOD MULCH AT A MI DEF'T64 CF 2" AND A DAMETER OF 4 MIN. GROUPING OF: 51-ele MASSES .LITIiN A COMMON MULCHI BED SNOUL-D OCCUR NO WEED CONTROL GaRIC le REQUIRED. CARE 5+NOULD BE TAKEN NOT TO DAMAGE TUE SNES OF 'ROOT- BALL JUPEN REMOVEN,G IT PROM ITS CON-A *Ele LOOSEN SIDES OF PLANT PIT • WATER N UELL To ELMNATE LABE AIR POCKETS ALL JUNIPER PLANTS 5HCULD BE PLANTED 60 TOP OF ROOT MASS OCCURS AT FINISW GRADE OF MULC./ LA•rEME NOTE; BROKEN OR L COMPACTED BACKA-L cer··BLING leOT.MIX BALLS WILL BE -FILL PLANT PIT NITW 9EJECTED '4 SPECIFIED 50!L M:X 4 4 F'IT SOIL- DO NOT CUT LEADER. PfUNE IrIED IATEL- f OQ -0 PLAN-rh.6 JE 3 QUY AMEMBLIES F€ EVE'23€ENS ANC) TREES OVER 3' CA_. LE N¥.CA TEE STRAF'S AT END O U,11 E PLANT 46 SAUCE€ PEF SPECS 12 GAUGE GALVINIZED le fEE 4 -fEE -AFE (DECID- liOUS) -REES ONLY) 2'4 ' BLe< MULCM (SEE NOTES> 24 X 34 pv.C. MAF<EES (TIFICAL) OVEN , fES. 4 5=EC =·ED BAC*ILL MIX 4 3 =MT 50'L T - BAf °OLES uy GRD-E-ED NYLON 5-QAPS. 053 2 Gur WIRES F -€EE S UNDErR 3 CAL. LEAvE 7 - BAR IB ABOVE GEADE REn>/E WIRE BAS<ET AP-EGR -FEE ·S :4 T+IE NOTE: TREES 2 3 P- FE-OVE TW·NE • PULL ABOVE BeADE Buf_40 xEDM -TREE TR,INK SIZE & COND. 26 CAL. B•B 24 CAL. 848 26 CAL B•S 24· CAL. 848 24· CAL, 5,5 2'4 CAL Be 24· CAL. 845 24'' CAL. 845 2 CAL. 848 AT. ON PLAN. 848. (SPECIMEN) 6 ALL SHROB BEDS CONTAINED BY STEEL EDSER ARE TO BE MULCHED UJITW MIN 3" DEPTI, 11,2 1-3 SMOOTH RIVER ROCK OVER SPECIF ED GEOTE)<'LE 4,EED CONTROL FABRIC. ALL GROUND COVER AND FLOSER BEDS GUALL BE MULCIED WITW 2 DEF'Tk4 SWIREDDED CEDAR MULCI ING WEED COATROL FABR C 16 QEQUIRED IN THESE AREAS). SLEMIT SAMPLE /ATOR TO NNALLATION 1. ALL PEIRENNIAL, ANNUAL, AND GROUND COVEIR PLANT NGS Al€E TO BE EQUALLY SPACED USING NIANGULAR SPACiNG WTH TIE SPACINO 5,40&N ON TWE FLANT LIST UN.E56 664OUNI AS 1,€REGULAR SPACING, ALL 64,2.5 PLANTINGS B¥ SPECTEB ARE TO BE EQUALLY SPACED wSiNG SPAC NO SNOUN 04 _ANDSCA°E PLANS. 8. TWEE OliNER. THE OUNEES SUCCESSORS OR T-E CLNER 5 ASSIGNS BIALL MAINTAIN TWE LANDSCAPE AS ORIGNALLY APP,ROvED PEER CITY OF A€AVADA ORD{NANCES 9. ALL UTILITY EASEMENTS SMALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG TRE IR ENTI•RE LEN€,74 FOR MAN-ENANCE EQUIPMENT ENTR» 10 ALL LANDSCAPED AREAS AND PLANT MATER AL SHALL BE WATE,RED BY A 100% AUTOMATIC IRRIGATION SYSTEM. NATIVE AREAS SMALL BE SET UP ON SEPARATE ZONES TO ALLOUJ FOR ADJUBTMENTS TO LOUER WATE,@2 UBE NEEDS U 154 211 71 ROCKY MOUNTAIN JUNIPER .JUNE=EIRUS SCOPUL_OM ORNAMENTAL TREE AMLIR MAPLEE ACER 6 NNALA AMERICAN PLUM FUNUS AMER·CANA PAUL 3 SCARLET NAUTAGIEN CRA-AEGJ PAuL/5 SCARLET Two»11-Ele COCKS,DER +Aumucze. CRA-AEGLS CE.15-GA_L I NE€1·5 DOLOO CQABAPPLE MALUB DOLOO 356 5*ADBLOW SERVICEBERRY AMELANCNIER CALADENSIS EVERGREEN SHRUBS Sci.CALGARY CARPET UNIPER JUNIFERUS SABINA CA£-GARY CARPET' BROADMOOR JUNIPER ..JUN °EQUB 3A5!NA BROADMOOR .AM JUNIPER JUN,PERUS SAB NA TAMA/!SC FOLIA MUGO PINE 9;NUS Mu60 TTJ TABLE TOP BLUE JUVPER All/ER.S SCOM'./al TAL-BLE TOP eLLE TCW DC Tj MP 6 UST, 848 (SPECIMEN) 8 C.LMP, 948 16·'' CAL. 8,3 24'' CAL. 848 24 CAL. 84824' CAL. 8 45 6' CLL-Mle ?»JA. ?»J.... lie / 6-- CON NOTE: ALL PLANTS N NATIVE SEED AREA SIUALL INCLUDE 42 DIA. COARE 4000 MULCU '2 NO TO A DEPTIOF 24 NOTE: u,WEREVER A BROUPiNG OF= 4 OR MORE PLANTS LUITWiN A \ATIVE AREA OCCURS. TWEY SUALL SE GIEOUPED TOOETIER UJITWIN A CO=ION LUOOD MULCH BED As STEEL EDGER ·S NEEDED AROLND NA- VE 561225 BEDS SEED, SOD, AND WILDFLOWER MIX WETLAND SEED MIX SEED'NO gATE: 30 -88, PLS/ACQE SEE WETLAND MIT GAT ON PLAN FOR MORE INFOe·AT ON COMMON NAME BOTANICAL NAME 1MM STREAM BANK UHEATGEASS AGROPY RON RiPARIUM lA€ 2 GREKO 20 UESTEO WIE ATGRASS 46,209·rlecf yliT+411 VAIT ARRISA 20 SWITC/GRASS /AN,Cull ,/1,26 ATUM VAR PA,·iF'NDEQ 20 FED CANS GRASS FAIALARIS ARaNDINACEA 13 RED TOI:2 AGROSTIS GIGAN-EA 13 CREEPN6 MEADOL =OXTAIL 640'ELEUM SUBATL" 13 NATIVE SEED MIX: ARKANSAS VALLEY LOW' GROW M/X- It TUE CONTRACTOR 13 RESPONSIBLE FOR T-E COST TO REPAIR UTILITIES. ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERT·r TwAT !6 DAMAGED BY TUE CONT€ACTOR OR T...E le SUBCONTEACTO,Q 5 O9ERATIONS DURNB NSTALLA-ION Ore DURING NE SPECIFIED MAINTENANCE FER'OD CALL FOR UTILITY LOCATIONS -RIOR TO ANY EXCAIAT'ON. 12. THE CONTRACTO,2 SMALL REPORT ANY DISCREPANCY N PLAN VS P ELD CONDITIONS IMMEDIATELY TO TWE .ANDEAPE ARCNITECT, F™10'2 TO CONTI\UING UJITH TUAT PORTION OF UORK 13. TME CONTRAS-OR SMALL BE RES=ONSIBLE FOR TUE REPAR OF AVY OF TWER TRENC·.ES O•R EXCAVATIONS TWAT SE--LE 14. 00 NOT DISTURB 'WE EXISTING PAV NG. L'GATING..ANDSCAPI'6. OR RR'OATION T.:AT EXISTS ADJACEN- TO TNE SITE UNLEMS OTIEQUISE NOTED ON PLAN 15. REFER TO ENG NEERiN6 PLANS FOR GRADING, SIDELUALK. AND DRAINAGE INFOe-ATION AND .OCATION 16. THE CONTRACTOR rS RESPONSIBLE FO,R VERIFYING ALL PLAN - QUANTITIES 11. TREES WITHIN SITE D'5+ANCES ANC> NEAR SIDEWALKS SHIALL EE 911-"ED TO A 6 WEIGAT FOR CLEARANCE. GRADES PERY=ITTING 18 ALL CANOP- TREES SUALL BE A MIN. OF 30' ROM LIGHT STA\DARDS IRILE Oe•AMENTAL TREES 54ALL BE AMIN OF 20. APPROVAL BI TIE LANDSCAPE AIRCRITECT 18 REOU REED PRIO€ TO INSTALLATION. ALL TREES SMALL SE LOCATED A·T LEAST 'e Fe<7-1 UNIDER:aOuND UTILITIES (INCL_ U.,ATER AND BANITARY SELE€; 19. LANDSCAPE AND TI 4E RRIGATION SYSTEM SHALL BE INSTALLED IN ONE PI-IA5E 792 - DECIDUOUS SHRUBS ACC AMEEICAN CC,-ACT CRA,W",2,2·r v BUFNUM TRILOBJM COMPACTUM :#.220 -...4 -0APPAPACIE PLUI-IE FALLUOIA PARADO><A Er,&54- CANTHON•r WATEFER 69·BEA 6=' RAEA el.MALDA ANTWCON·r WATEREQ 3/-2,4 CANE - 0 1 AC ALPINE CURRANT R SES AL-9,NUM 3,4. CO\- CO.L' 64 # C.42 -;/ 3 'Al CON-- BB BEAUTY BUS•4 <OL<JuiTZIA AMABILIS 30·WT,/CANE-9 BLDE MIST 69:REA CAR·r·00-ERIS x CLAWDENE!%515 .5&81- D<L 3'UAe= 1<OEAN LILAC 5-€NGA ME-EQI 00D G .Ch- _ FB PEQNBUSI-4 C.JAMAEBAT AR·A MILLEFOLIUM LIA./.2 - GDP 60-D DRO° OOTENTIL.A =O-ENTILLA GOLD D€O/'129.99.4 - . I .AL C./-11 MOUN"AN MANOGANY CENECOCAQFUS MONTANUS 30 # I CAB - I 9.- COMMON Fa.RPLIE LILAC SYRI'WA VULGAR'P .CLL'.IP fS 945512.1 SAGE =EQCISK A A-RIPLICPiLIA 6.*996 I 0 ABBITS£.13,4, TALL G•REEN C-er-5OTWAMUS NAUSEEOeuS GRAVEEOLENS &9'thif€lli - 57 SOAPWEED rUCCA rUCCA GLAUCA 92·tb·.991 - 6.9 S ILVEIRBERRY ELAEAGNUS COMM. rATA .I. C.NE M I BEA BCC<--O%4 =PC=MAE QRAI-bOIDES :5:95 - 5 SMOOTH SUMAC 12«13 GLABRA 929.19AIM'. 65 5.4501-004 EQV CESERRY AME._ANCI ER ALN ELIA D CLL,lp 3 6.-COV r--STS STAGWORN SUMAC QNUS TYPWINA 3a '+T. - 3-€ -,I SC SM=>READ NG COTONEAS-EQ COT·OWEASTE,R DIVAR CATUS 32'5+59:U - TLe THREE _EAF 80-AC 62-05 -9 LOBA+A 325.21'-NORRIS DULLEA WT WAYFAR 14(3 TREE v' Sdi€NUM LANTANA 3.AL. COV CO.......,30 .•-/3 C=5 -/ 0000USC .LESTERN SAND C„IER¥PRLNUS BESSEY 329. FF?kE ·e. CM Cul-LEAF MaNTAIN MANCIA'CERCOCAT=:te LED'-CLIUS 3' CLUMP · TO BE 'SED N ALL DES 6/ATED AgEAS L.NLEBS C--E -i--1 COMMON NAME 9 1 EP/RAIM CRESTED BEATGRASe DwARF PERENN AL R¥EGRASS 593200 5.-UE RESCUE REUBENS CANADA SLUEGRASS CIEWINGS FESCLE WILDFLOWER SEED MIX 3EED NG RATE e. SE \0-ED R -uE PLAN $ MIX *A-E. 25 -BE. =Le/AC 30 23 20 9 18 -85. FU/AC'RE 20 FOR TIE FIRST YEAR. AREAS SEEDED WITH WILE>FLOKEe SAA_L BE MOWED EVERY 5'* WEEKS -O A WEIGUT OF= FOUR TO 3.X 'NCIED TO D'BCOURAGE WEED GROU.-uRE8- T,·,E SECOND AND Tw RD YEAR. SAME AREA 6-AL._ BE MOIA ONLY ONCE PER rEAR IN EAKLY S¥=ME,ha TO A RE GATOF 4 21. NATIvE GRAM AREAS ARE ]NTENDED TOREIERT TO A GRASSLAND °94 FE ENVIRONMENT. NATIVE GRASSES SUALL BE MOUN TWICE PER YEAR TO A -E GMT OF= 6 -8 '. CARE 5.40(ILD BE TAKEN TO AvOID ALL SA91,•Be Ih. NA-VE AREAS. 22 FOLLOWING OvERLOT 6,RAD NA. ALL D STURBED AREAS SUAL_ BE SEEDED WITI EPIRAIM·e C'RESTED li·JEATGRASS, AT 130 LBS. PER AC•EE A€EAS TO RECEIVE ADD TIONAL SEEDING ARIE IDENTIFIED ON T/E LANDSCA=E PLANS. AS SAOLIN ON 56·EET L-10 GUI COYOTE WILLOW - ANNUALS rELLOW MAROOLD 600-· 1 FoF' F't,1'LE PETUNIAS RED BERANIUM FN FOAGET-rE-NOT »45 ED MUSSAR SALIA RSD RED SNAPDRABON SAL X Ex CLA TAGE-ES EREC-A FE-A:A 50. GieANIUM 59 -V(507.6 57.vAT CA 9.1-y·A 5/LENDENS RED WJSSAR ORTWOCAERPUS c=URPUUMENS 25 P.1--I SPAC+40 1 GAL CONT.12" O.C I GAL CONT.12 1 GAL CONT.12" GAL CONT.12 GAL CONT. 12" GAL. CONT.12·' 1.--/Pe..1,1,0.e 71ove/0.1- 0-/lf../4-I '026• F- )03 S92 1 16 Pk-r'03:'lll* COMMON NAME DOTANICAL NAME kil!* OX-ETE DAISI WEME»1 WALLFLOWER LANCE-LEAVED CO'REO=>SIS ROCKY MONTAIN ¤ENSTEMON BLUE GRAMA SUFFA.-O 0RASS LITTLE BLUESTEM - TALL FESCUE (100%) NO-E· FOLLOWING OvER LOT GRADING, ALL D STURm UJITN E°64'RAIMS WWEAT GRASS AT 30 LEUCANT,·EMUM VU-GARE 22 ER'COONUM UMBE_LATUM I,CC•RED'W 5 LANCEOLATA (DWAFF) nPENS'EMON STR C--5 11 50.-ELOLIA GRAC _6 !010Bur«-DE DACILD DES r-gEA-ED)5C-'ZACI -RIUM GCO=AQ 2 7 .EED REE FIES•.1 CUT SOC> D AREAS SWA- BE SEEDED fal SE=ARATE CONTRAC"- NiC.) 23. REFER TO KI<RAM MICAAEL STREET AND ROAD CONS'e]C- ON DOCUMENTS FOQ WALK, TRAIL AND IRAMP LOCATIONS. 24. ALL DECIDUOUS TREES SIALL BE AT LEAST 3 FEET FROM AD.ACENT 6,DECALKS AND ™A LS, UNLESS OTHERWISE APPROVED BY TWE .ANC:>SCAPE ACWN-ECT. ALL- EVERBREEN AND ORNAMENTA= TREES SIALL BE A- LEAST 1 IEET IFOM SIDEJUAL<S AND TRALS. AL. 66-QUBS SIALL BE A- -EAS- 3 =EET F€OM ADJACENT LUALKS. 5'LVERBERRiES BRALL BE A- LEAST 10 FEET PROM 5,DEUALKS AND MUCCA SHALL BE °LANTED AT LEAN 5 FQ<3-1 SIDEWAL<3 ALL LOCATIONS SWALL BE APPROVED alr TUE LANDSCAPE A,RCUITECT PRIOW TO PLANITING KEY MAP i CITY OF ARVADA SPROTS COMPLEX 1. 1 BS f 5/ACRE - GROUND COVERS, VINES, GRASSES & PERENNIAL FLOWERS A ASTER AS-Ef x FRICAQ--11 BLANKET FLOUER 5.4_-AJ€DIA X 6'EAND < ORA BufeOUNDY BLACK EYED SU5AN E.DEECTIA FL_GID- CP= CREEPING F44LOX --3/ SUBULATA ·FN\< Sep SCARLET BUGLER PENSTEMON PE\5-EMON BAQBALS 9 SUL.AUR FLOUEER Ef COCNUM UMBELLA--M -Cm PRAIRIE CONE FLOUJER EAT BIDA COL-71=29€A VELLCul ·reR YELLOW SUN ROSE -EL |ANTWEMUM SUNFLEC< Cr CO17!ON WiTE 7 4529£7,11 AC-leLLEA MILLE=GULM NBB NATIVE BEE BALM MONARDA PIe'LLOSA BAR BLUE AvENA GRASS ..ELICTOTRiCAOL SEM•'E'Ry •RENS CRUSHER FINES TRAIL DETAIL • SEE SWEET TWO OF TUE F.OP. AND SHEET 1 -10 OF= --E ,-Ah·.DSCA=E CC'•.6-9..CTION SET. =OR CeS·IER FINES MANE\ACE ROAD LOCAT ON FAV- IFIDE - - 12 /\ 111/A\#111 KN - Sheet L. 10 Y V J A SPACING GAL GOV 14'' Oc 1 GAL CONT 16·' 1 GAL. CONT 16 1 GAL CONT.12 I GAL CONT.12'r Issue Date ' SAL CONT. 10 1-n-91 4-18 GAL CONT. 6 FOR 4-29-SaGAL CONT. !6 •REVISED FE)P: 1GAL. CONT.18 SAL CONT. 16 REVISED PDF': 1 1 GAL. CONT.AS 6-OULN REVISED FDA I 1*ILLLIF El REVISED FDP: EVISED FDP WLZ1-,--,_-lt!,1 1 PLAL NG DEPT%22· · Ao=ROVAT-CP-™16 Pt:*N-€·4&*le A IESTED °€0059-¥ 1016+47 9.,RSUANT TO COLDEADO FEI SED STATUTES 24-68-103. THE EFFECT VE DATE 15 TUIS PLAN Ce /LAT IS SuBJECT TO ALL CONDITIONS OF APF'FIOVA_ Revision Date 8Eal 25, 891 MARCI 6, 1991 t:169¢4 11, isgi_ _. MARC,4 21 199-1 r 2' F IRLS.E. FIN.5 1.AIL Sheet Title LANDSO-11= =4 F== -1 11-7:,1Vwl=zi==*Ar#fMM>€4*M43*lkD- F City Engineer Date Job Number -42 -4==m- b=t -g r.' Review is for general con'plionce with tfle City of Arvodo Engineering Code of StandardsL-- ccr·lpAC-ED SL./6.ADE and Specifications. latest editor. Sole responsibility for completeness and/or Sheet Numberiaccuracy of these Documents sholl remain with the Registered Professional Engineer L-1seoling these ='ans. The City does not occept liability for facilities designed by others : 080 x-TITLES.[Dua XREF'5: INTO: LANE>SF'2DUO F RE PARE L) 11) K : K U M H U M E S I N L ./L U N 1 1 N E N 1 A L H U M ]15 1 1 OWNER'S CERTIFICATE QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT LEGAL DESCRIPTION A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. PROJECT TEAM DEVELOPER % 1 1Wondertand Homes r--1 THE BELOW SIGNED OWNERCS), OR LEGALLY DESIGNATED AGENT(S) THEREOF. DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL 8E DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES. RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN. AND AS MAY OTHERWISE BE REQUIRED BY LAW I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. DO DI SIGN A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, . RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN. CITY OF ARVADA, COUNTY OF JEFFERSON, STATE OF -.real COLORADO. MORE PARTICULARLY DESCRIBED AS FOLLOWS: F---COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16. TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; .-. THENCE SOUTH 45·31·44· EAST. A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE C.0- SOUTHEAST QUARTER. OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING THENCE NORTH 89°37'29· EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY: THENCE SOUTH 00°12'57" EAST. A DISTANCE OF 937 22 FEET ALONG THE WESTERLY BOUNDARY OF SAID KOLBY O·HERRON, SENIOR VICE PRESIDENT STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20 BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC SURVEYOR'S CERTIFICATE 1. DON HULSEY DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. INFORMATION AND BELIEF. IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED. THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY SIGNATURE COUNTY CLERK AND RECORDERS CERTIFICATE STATE OF COLORADO ) )SS COUNTY OF JEFFERSON) I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO. AT O·CLOCK - M ON THE DAY OF 20 A.D..IN BOOK , PAGE , RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER 8246 Northfield Bouldevard Denver, Co 80238 303.567.7636 voice Contact:Kolby O'Herron Email OHerron@wonderlandhomes.corn CIVIL ENGINEER Redland 1500 West Canal Court Littleton. Colorado 80120 720.283.6783 voice Contact: Travis Frazier, P E. Email tfrazier@redland.com ARCHITECT DTJ Design 3101 Iris Avenue, Suite 130 Boulder. Co 80301 303.443.7533 voice Contact. David Williams Email: dwilliams@dtjdesign.com LANDSCAPE ARCHITECT Redland 1500 West Canal Court Littleton, Colorado 80120 720.283.6783 voice Contact Susan Wade Email swade@redland.corn SURVEYOR Aztec Consultants, Inc 300 East Mineral Avenue, Suite 1 Littleton. Colorado 80122 720 836.6111 voice Contact Don Husley. PLS Email: dhulsey@aztecconsultants com ALLOWED USES 1 INTENT 1.1.THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1 ALLOWED USES 2.1.1 SINGLE-FAMILY DETACHED DWELLING 212 SINGLE-FAMILY ATTACHED DWELLING 2.1.3.OPEN SPACE 2.2.ACCESSORY USES 2.2.1.HOME OCCUPATIONI 2.2.2 HOUSEHOLD PETS QUASI-PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE. SANITARY SEWER AND WATER SUPPLY FACILITIES, DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED i L_J 250- di 17-1 ' 1 1 3111_ i i 1 71-- --r--T 1 -bi ...11.1. L :11 j VICINITY MAP 1" = 2000' SITE DATA TABLE EXISnNG LAND USE AGRICULTURAL PROPOSED LAND USE RESIDENRAL SINGLE FAMILYATTACHED RESIDENTIALUNITS 42 SINGLEFAMLY DETACHED RESIDENTIALUNITS 14 AREA AREA (ACRES/SF)COVERAGE LOT 1 01145 4,988 LOT 2 0.104 4.510 LOT 3 0104 4,516 LOT 4 0.104 4,521 LOTS 0.104 4,527 LOT 6 0.104 4,532 LOT 7 0.104 4,537 LOT 8 0.112 4,885 LOT 9 0.198 8,621 LOT 10 0.179 7,809 LOT 11 0.127 5,538 LOT 12 0.127 5,536 LOT 13 0.127 5,534 LOT 14 0.127 5,533 SINGLE FAMILY DETACHED RESIDENTIAL AREA (TOTAL SED)1.735 75,587 28.9% SINGLE FAMILY ATTACHED RESIDENTIAL AREA 1.455 63,380 RESIDENTIAL AREA (TOTALOF LOTS)1.455 63,380 24.2% TRACTA (LANDSCAPING)0.081 3,523 TRACT 8(LANDSCAPING)0.147 6,390 TRACT C (LANDSCAPING)0.036 1,567 TRACT D (DETENTION ANDORAINAGE)0.503 21,921 TRACT F (LANDSCAPING)0.050 2,181 SUB TOTALOPENSPACE / DETENTION (TOTALOF TRACT)0.817 35,582 13.6% TRACT E (ACCESS, UTILIn ES ANDDRAINAGE)0.449 19,574 SUBTOTAL(TOTALOFIRACn 0.449 19,574 7.5% RIGHT-OF WAY 1.555 67,726 SUB-TOTAL OF RIGHT OF WAY 1.555 67,726 25.9% TOTAL 6,011 2610&49 100.0% NET DENSITY (OWELLING UNITS PER ACRE)17.6 GROSS DENSITY (DWELLING UNITS PER ACRE)9.3 T '-7-ne>-1 trA 4 SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED I AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON W COUNTY: O THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF Z: LAND RECORDED AT RECEPTION NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY:$ THENCE NORTH 00°16'48· WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL. THENCE SOUTH 89'32'53· WEST. A DISTANCE OF 149.24 FEET THENCE NORTH 00°15·01' WEST, A DISTANCE OF 160.00 FEET THENCE SOUTH 89·32·53· WEST, A DISTANCE OF 273.50 FEET: THENCE NORTH 00'15'01· WEST, A DISTANCE OF 1963 FEET: THENCE SOUTH 89'32·53" WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16; THENCE NORTH DO 15'01"WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 6.011 ACRES (261.849 SQUARE FEED, MORE OR LESS ,6 48 . iii DEVELOPMENT CHARACTER \m THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST. NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-3010. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY w TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH. AND FOR 51 20HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES ,1" CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF .r THE AREA CREATING COMMUNITY SYNERGY. HOMES WILL VARY IN RANGE FROM 1.200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON-STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES. lede CASE HISTORY E/1* Z 0 0 0 CASE # WZ-17-11 &%% CASE # WZ-18-13 CASE # WZ.18-01 WREN : 2 2 4 Z INDEX OF SHEETS <-1 SHEET NO.DESCRIPTION SDP-1 COVER SHEET 3 - SDP-2 SITE PLAN E g LU BY:SDP-3 SITE PLAN DETAILS DEPUTY REQUIRED PROPOSED COMMON AREASDP-4 PARKING LANDSCAPE PLAN STREET 23 28 COMMON AREA GARAGE 112 112 SDP-5 LANDSCAPE PLAN TOTAL 'COMMON AREA, SDP-6 SFD & SFA LANDSCAPE PLAN SF DETACHEDSDP-7.1 PLANNING COMMISSION CERTIFICATION CITY CERTIFICATION ELEVATIONS[*13*93·RD SF ATTACHEDSDP-8.1 - 8.3 ELEVATIONS APPROVED THIS DAY OF 20_,APPROVED THIS DAY OF 20_ BY THE WHEAT RIDGE PLANNING COMMISSION BY THE CITY OF WHEAT RIDGE.BENCHMARK: CHAIRPERSON ATTEST CITY CLERK MAYOR ADAMS COUNTY BENCHMARK STATION NAME N 260 RESET, STATION NUMBER 0007. STANDARD NATIONAL GEODETIC SURVEY 3-1/2· BRONZE VERTICAL CONTROL MARK DISK STAMPED · N 260 RESET 1979 - IN THE TOP OF A 12" DIAMETER CONCRETE POST 0.6' ABOVE GROUND LEVEL ELEVATION 4997.441 NAVD 88 DATUM, SHEET COVER SHEET COMMUNITY DEVELOPMENT DIRECTOR Know what's below. Ca | | before you dig. PREPARED BY: REDLAND DATE: 05.10.2018 SDP-1 WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M CITY OF ARVADA L--- .1 TRACT Q8' CROSSPAN W 54THAVENUESKYLINE ESTATES R25' 7 5'BIKE LANE-FILING NO. 1 (RIGHT OF WAY VARIES)EXISTING LEGEND PROPERTY LINE 1, TRACT A AND B SHALL BE FOR LANDSCAPING AND WILL -- - - - - LOT LINEGENERAL NOTES q\ N89°37'29"E 471.14 1 50.00'50.00'50 00'50.00'50.00'50.00 5000'59.14' - - - - -EASEMENT EDGE OF PAVEMENT BE OWNED AND MAINTAINED BY THE HOA, LANDSCAPING r-8' U.E.20 7 2--3-f- Tru '--SHALL BE REVIEW AND APPROVED BY THE CITY PRIOR TO CITY OF ARM -7 E-- -JSET| 1 CURB AND GUTTER CONSTRUCTION. TRACTA - ADA RAMP (CR 1)(TYP)STREET LI{3HT (TYP) .I FENCE- -X- - 2. TRACT E IS FOR PRIVATE ALLEY IMPROVEMENTS AND 248' U.E. g 8 8 18/ 8 - ACCESS AND SHALL BE OWNED AND MAINTAINED BY THE 1 2 | 3 | 4 =5 5 6 0/ 7 5 8 g 9 116.5' R.O.W 4.988./F .4.510* SF -4,516* SF -4.521/ SE 4.527* IF 4.532. IF ( 4.537* SF 4.885* SF .8.621.'FHOA 1 1 1 1 1 , PROPOSED LEGENDDEDICATION PER IT« I Lil 3 TRACT D SHALL BE FOR DRAINAGE AND CONTAIN A DRAINAGE EASEMENT FOR DETENTION AND WATER QUALITY POND. THE TRACT WILL BE OWNED AND MAINTAINED BY THE HOA. 4 REFER TO LANDSCAPE PLANS FOR FENCE LOCATIONS 5. FIRE HYDRANTS SHALL BE INSTALLED AND MADE OPERATIONAL TO PROVIDE THE MINIMUM REQUIRED FIRE- FLOW PRIOR TO COMMENCING CONSTRUCTION ABOVE GRADE MATCHUNE SEE BELOW RIGHT111 & 46' ACCESS AND CONSTRUCTION EASEMENT REC.# (WITHIN THE CITY OF ARVADA) TYPE 3 CURB RAMP 1 8· WIDE ON-STREET PARKING 46' ROW BY SEPARATE DOCUMENT REC.# (WITHIN THE CITY OF ARVADA) CITY OFARVADA G 1 L JI I ,13· 1- 28' -125'ROWDEDICATION PER PLAT\3, 1 9- 1 ·|-CU'RAMP 6_ TYPE 3I 1-ErB =$':125020132- 1.830* SF 58.00 21.177. SF Z58.00' Q 3 g 1.mar W 4 0,14 1 1.177*SF 58.00 1 1.947'SF2 1 L-58.00 TRACTA·: , |: LANDICAPEAREA· 14, 3523* SF - 0-7 C T -48.00'I*-1 R15'-/ 11,78« R15'-i R15 LUI 10 1500' 56.56 LOT 15 46 9£35 REET 20.29· 18.29 4111-1 i,- r 4' CROSSPAN TYPE 2 CONCRETE192-2 DWY. ENTRANCE MODIFIED TYPE 3 COOT TYPE 3 (TYP) 50 00' -7_-5000' 8' WIDE ON-STREET E: 2 TYPE 1 L PARKING _0_ -80- - / CURB RAMP Ew. 53RD DRIVE 1 ./\ 11 --- 3747'18.29' 1829 32.45'32.45'18.29' 18.29 37.46' |;- 4 = = ,3-3 5- 2 la¢ :4 8 - E Q q le11 12 13 14 16 17 18 2.133t SF 1.052/ 1.052/1.866.IF 1,2.IF 1.052* 1,0524 2.154£ SF 10 1 SF SF 7.809* SF 32.45 18.29' 18.29 37461 A-- \9 /#/ ;1272 19.574* S 18 29· 18.29' 32.45 32.45* 18.29' 18.29' 37.46'a --,-10450 u'l999 - MS ···-CONCRETE 4 555 1 Nk- DWY ENTRANCE |20 21 22 23 24 25 g CDOT TYPE 3 (TYP) 2.133.IF 1052* 1052*1.866* SF 1.866/SF 1.0522 1052* ·26 11 SF SF SF . 2154* S.-_-- .---£- - --1-I.538* S -437.47'18.29' 18.29'32.45'32.45 18.29' 18.29'37.46' -4-44 4--9, Lz- .'tuii", *4 L -104.47' ··TRACTB- LANDSCAPE AREA·.TYPE-2 -- | 6.390. SF ..LL42_2.11-CURB RAMP SETIBACK 418 '12 137.47'18.29' 18.29'3245'32.46'18.29' 18.29' 37.46' |7-- (TYr) 914 ,55362 SF4 IEeE -3-2 3 W-/ SF SF r-15.71' 27.47' 18.29' 18.29 32.45' .11 i l.li !Ul/U il (fll Il 3.144.)1 j i. 15'215·9hN, /lflll, -1/ ,/f Al a LS-EE .62 27.47 -15.71 19 i l EX 8' UTILITY ESMT. 1 13 \ Er.20' DRAINAGE ESMT. 0 1%LOT 13 LOT 14 -3;Milf,411*11 30.00 1 6 J 30'DENVER WATER EASEMENT 1--Ef.-2 (BY SEPARATE DOCUMENT), I (WITHIN THE U CITY OF WHEAT RIDGE)1 4 i 1 4 6.10 NO°15'01"W 480.24'j' I I''.1 -' 11 58.00 - 6 1.542* SF 58 00' 1 177/ S. 58 00' 8 1.061* SF 58.00 er .62 02 -104.44' 21% LOT 12 2;3133819 PROPERTY LINE R.0 W LOTLINE SETBACK 1--, E . EASEMENT f1 CURB AND GUTTER 2 ASPHALT PAVEMENT '1./Ut//A CONCRETE PAVEMENT 1 . . . CONCRETE SIDEWALK LANDSCAPE AREA MATCHLINE SEE BELOW LEFT 11 £2 1 1 LOTe -4-4\_ TRACT F 2,181USF LU 00, 8 '¥00 ZEES 1HdO-LSIBHO 8' WIDE ON-STREET | ' lk,PARKING --- £--la -. -INSTREEET Ll-2Pr--RE uf TYPE 3 -*· Ig-12» 1% , 22/. 1 9 -30 29 - #CR Q 1.Ea t,tit.2 2'..,34 1.Pt 2. 1.3*1866'SF 1.052i SF ' 2.133.59- 92747'18.29· 18,29 32.45· 32.46' 18.29· 18.29 37.46'1 < '4%'liffli//7-/10%44/1/442(l-/i///t/N//09+ '17 ll/iltit/limli#-ld iml71 l NNM HHI·Mt I% I8 IZ 12 27 AT 18.29' 18 29'32.45' 32.46' 18.29' 18.29' 37 46·an M g 2 g m N Q =47 0 g -53' R.O.W.35 36 37 38 39 40.41 42 2,159.IF 1 0621 106.1.88.IF 1.877. IF 1.056* 1,055I 2.156. SF 0'9 6.6'-'·•-261 SF SF SF SF --38' - 37.47'18.29' 18.29 3245 32.46'1829' 1829 37.46' ' 6'U.E L--F 3.:Il E. 2 6,Zd121 5,534* SF IU ON 411 LOT 5 104.40'3MI 20' UTILITY EASEMENT(BY SEPARATE DOCUMENT) J (WITHIN THE CITY OF ARVADA) 1.17SF 58.00' 4' CROSSPAN 7 2 2 SF a LOT 11 vno greg 8 N3HdOlSINHO 111 30' DENVER WATER EASEMENT(BY SEPARATE DOCUMENT) - (WITHIN THE CITY OF ARVADA) 1 <\ \ %- n- \ E-7-- ./*,00' 6Fic8' CROSSPAN -...fly 30' DENVER WATER EASEMENT (BY SEPARATE DOCUMENT) 1- 1.--{WITHIN THE 9 CITY OF ARVADA) S89°32'53"W 40.00' i 20' UTILITY EASEMEN'-T / i (BY SEPARATE DOCUMENT) j S (WITHIN THEr%m CITY OF ARVADA) 1 1'' W--MCKL--1 5 0 14 1 1 EmEE 5.533* SF 0 - - 01 1 6%LOT 4 -104.37' - I 1 1 @& *Ar 1-6- _ _5_-3._1_ _ 1 I-\ \T I :,15.5' , W 53RD PLACE- L- _t _ - _ --7'-RI 1\ N89°32·53*E 273.50 5.75-| L MODIFIED TYPE 3 L-11\.8' WIDE ON-STREETCURB RAMP PARKING |L TRACT1.567* SE | I PROPOSED WALL 17&20£244 ST ® E- 5: WHEATRIDGE-CO 43 3.5JOELLLUBKER(NOT APART OF SDP) | 43.7601 SFDAWN R LUBKER ACCESS AND CONSTRUCTION EASEMENT REC.# (WITHIN THE CITY OF ARVADA) 15· ACCESS EASEMENT j 1I 46' ACCESS AND CONSTRUCTION EASEMENT REC #(WITHIN THE CITY OF ARVADA) 0 - -GH- 53 00' L PROPOSED WALL <LOTTO 15K -| TYPE 1 CURB RAMP AR.O.W.--4 lili LOTa T 26.-1'. 3 TRACT DDETENTION POND 21 921: SF LOT 3 XI INF S89°32'53'W 7.69' w e 1 EX 40'610. W REC. NO. 572675. P. 15e LOT 2 LOT 8 N {*IT-1 LOT 7 {•11 L 11 JO 2 0 @i410' TEMPORARY GRADING / iAND CONSTRUCTION | 1 ,EASEMENT 1,& 2 (BY SEPARATE DOCUMENT) -1 7.- a 20' 1 S89°32'53"W 422.75'Gi;NO°16'48"W 277.98'---- 5332 QUAIL ST TRACT FWHEAT RIDGE CO SHEET CHRISTOPHER 8 STRICKLER 2.181* SF: -SITE PLAN MATCHUNE MATCHLINE Know what's below. SEE ABOVE LEFT SEE ABOVE RIGHT Ca|| before you dig. 0 20 40 8p SCALE. 1 = 40 SDP-2 WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO DEVELOPMENT STANDARDS: A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 8 1 2 : 00 46' ACCESS ESMT / ROW311 1-1 01 -5 2-5'34r VERTICAL CURB _/6» VERTICAL C&G (TYPE 2) _ Wl 2' PAN W/ SIDEWALK QUAIL STREET 8'UTILITY ESMT.- PROPERTY LINE (TYP,)FULL SECTION # W/O PARKING g 50' MIN.SO' Mit; 1 50* MIN. . NORTH OF 53RD AVENUE j 5' SETBACK (TYpl]-15' SETBACK :B1 083 -9 - 7 F --J F___Y F 00 46' 11 11 11 11 ACCESS ESMT / ROW *1-1+ 51 -r- 8.5 13' TYPICAL SINGLE FAMILY 30'· vliLi. 2% 1 23 DETACHED RESIDENCE 6· VERTICAL CURB _/6 VERTICAL C&G (TYPE 2) 1 WIT PAN W/ SIDEWALKLOT LINE (-1-YP.) -1 1 1 1 1 1 QUAIL STREETFULL SECTION W/ PARKING BOTH SIDES3 Li_ 1 L , <r---- i L ill L NORTH OF 53RD AVE18 .t==1 1 - -- lf- - 10' SETBACK- r- -10' SETBACK -TE16¥*P-2- - - - - ' -10· SETBACK <1 9 -. · I/1.. 71 7/. ..XI , · l/ L . 34.. . I 2%:: / R.OW 12.5' R.O.W. 21 6.5 R.O.W 2111 1. USE AREAS.SES* i. USE AREA "A" IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS : =:= LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA '8* IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE C- UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES 2 MAXIMUM HEIGHT 35 FEET 0 3. SFD MINIMUM LOT AREA: 4.500 SQUARE FEET Z 4 SFD MINIMUM LOT WIDTH: 50 FEET 5. SFD MAXIMUM BUILDING COVERAGE: 60%8 6 SFD MAXIMUM DENSITY 14 UNITS Z :0i 7. SFA MAXIMUM DENSITY. 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 0 BUILDINGS. SHOWN CONCEPTUALLY AS SFAl- 10) 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) i. SINGLE FAMILY DETACHED: a FRONT SETBACK = 10' b. FRONT SETBACKS SHALL STAGGER A MINIMUM OF 2.5 FEET NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c SIDE SETBACK = 5' d. REAR SETBACK = 15'1 ' E e. MINIMUM DRIVEWAY LENGTH = 15' TO BACKOF WALK.-2 f. MAXIMUM DRIVEWAY WIDTH = 18' g BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH zg SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. ii SINGLE FAMILY ATTACHED INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI-UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED 8ELOW a FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY = 0' d. MINIMUM BUILDING SEPARATION = 10'e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE 9, PARKING i. OFF.STREET PARKING: ALL HOMES WILL HAVE TWO-CAR GARAGES ii VISITOR PARKING: a SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDED, b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON-STREET. 8il !0 26.5' CL TO ROW R.O.W. J ' 2% 1.1 1 1 baL5· ATTACHED WALK r:6· UTILITY DRIVEWAY CUT (TYP.) ESMT. (TYP.)00 53' 11.0.W. 2' ,2.5· 9 2.5'1 2.1 '7--5·_r'%-6'--r--11' 1 11' : C' ) S LU 3:c 9 VISITOR PARKING it ima. SFA TO PROVIDE ONE ON-STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN .r DRIVEWAY OR ON-STREET. SINGLE FAMILY DETACHED LOT SCHEMATIC 10'TEMP 1•=20· 1 E SWALE ----T- 1 -5' ATTACHED WALK ACCESS ESMT / ROW 2.5113' 1 13' 2°c 2°,6 6" VERTICAL C&G (prPE n _ W/ SIDEWALK QUAIL STREET INTERIM SECTION W/O PARKING 5'- 10'SETBACK L.__ 1 2%-KI lili c23==-1 10. LANDSCAPING i SFA MINIMUM OPEN SPACE. 30%_ 67 VERTICAL CAG (TYPEE 2) ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING W/ SIDEWALK REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS, PIERSON COURT & 53RD DRIVE - - 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503TYPICAL LOCAL SECTION EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS 12 SIGNAGE ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. ./00 ES,3 %%% . '-4 f . 'LOTLNE -1(Li.L _1 15 . i--FOW -= 1 7 1=.-d iD 1 -30' ALLEY- 5' SETBA SK ' 57.5TYPICAL SINGLE FAMILY i#ATTACHED RESIDENCE M N. 1 1 J , €22 - -30' UTILITY ESMT.-1 LOT LINEN- 1-------- -24'A-LEY- --- |l/ 1 I r--1 111 r---1 1 SINGLE FAMILY ATTACHED LOT SCHEMATIC 10' SETBACK bb U 0 46'12.5· R.O.W -4ACCESS ESMT / ROW 10'TEMP £ SWALE -13' 13-E 2% 6·VERTICAL C&G (TYPE 21 - LANDSCAPE AREA -1 SIDEWALK QUAIL STREET INTERIM SECTION Wl DETACHED WALK AND W/O PARKING 42· R O.W €1155'..U./ TZ· r25·2.51 2·,1 11'11'-6'-·-%-5.-fr 2% 6" VERTICAL C&G (TYPE 23 3 1 Wt SIDEWALK 6 VERTICAL C&G (TYPE 2) WO/ SIDEWALK 53RD PLACE TYPICAL LOCAL SECTION LU . Z Z -1 24' TRACT . 6 - (ACCESS AND UTILITIES) - i. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 36 S.F. z iii. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE)%*%% iv. MAXIMUM HEIGHT: 5'. 8 13 FENCING ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN 1 STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL- Z ii. SINGLE FAMILY DETACHED ARCHITECTURE:- a FACADES FACING PUBLIC ROW AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. -b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER. STUCCO. STONE. STONE VENEER. SYNTHETIC STONE, OR OTHER APPROVED MASONRYMATERIALS WILL BE APPLIED ON FRONT ELEVATIONS, THIS MASONRY J REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE CD AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA, THE PURPOSE Z OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUMVARIETY AMONG ELEVATIONS MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE J ELEVATIONS. / 1'=20' 1 1118 9R 00 46 ACCESS ESMT / ROW 10' TEMP-13'13'-tSWALE 28 2% i 1.2 6" VERTICAL C&G (TYPE 2) W/ SIDEWALK QUAIL STREET 12.5· R.O.W.--1 U -17 12'-C 0 2%19 0 24' ALLEY 30* TRACT (ACCESS AND UTILITIES) -15' ·15'- 2%2* 30' ALLEY iii SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES b FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. Know what's below. Ca|| before you dig. a SHEET SITE PLAN DETAILS SDP-3 IN l t=1111¥1 att l IUIN 1 -1 Uy WHEAT RIDGE, COLORADO DETENTION BASIN SEED MIX QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO ./1 -2 STREET FRONTAGE 1 1 D'Il DI Wi 80TANICAL NAME Lymus arenarius Panicum virgatum Andropogon gerard, Pascopyrum smithii Schizachyrium scoparium f.-ii-j.- COMMON NAME BLUE LYME GRASS DALLAS BLUES SWITCH GRASS BIG BLUESTEM WESTERN WHEAT GRASS LITTLE BLUESTEM A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. AREA OF NON-LIVING I VEGETATION OVERALL PLANT SCHEDULE 5,166 SF SYMBOLIi**i#**EZZIZIEZZIZZ IDECIDUOUS TREES - [-W-TPARBLANDPIUARNACH REANORTHERNRED-6XX YELlAMERICAN-YELLOWWOOD r-CAL1WEii@RWCATALPX r-HAC12ERNHACKBERRY C LANDSCAPE AREA TABLE TOTAL LOT AREA TOTAL IZNEASCAPED VEGETATION AREA OF LIVING 262.669 SF / 6.03 AC 32,285 SF / .74 AC 27,119 SF W. 54TH AVENUE TETANICALNAGE QUERCUS RUBRA CLADRASTIS KENTUKEA CATALPA SPECIOSA ICELTIS OCCIDENTAUS REQUIRED PROVIDED A'SWE -DITW- 1 1 1 1QUAIL STREET STREET TREES 13(383 LF/30) 1 4 1 / L TOTAL *(383 LF/30) 13 eir-SIZEHEIGHTTWEI - 01 1 LANDSCAPE REQUIREMENTS I z REQUIRED PROVIDED ' a TREES (32,285 SF/1.000)35 325 £3¤NOLNX323 1TOTAL: 19 1.-371_ CITY OF ARVADA -8.E--48MIMMNMLIL.!ZARPYRUSGLLERVANAMUNMNBIAOU2'CALES SHRUB REQUIREMENT NOTE: _RHIJAUSSIANHAWIHORNCRATAEGUSAMBIGUA 46(LUMPISS' ORNAMENTALGRASSES-HAVE BEEN UPSIZED TO #5 CONTAINERS'7 1 EVERGREENTREES- TOTAL: 18 TO COUNT TOWARD THE REQUIRED SHRUB COUNT. IPICEA PUNGENS 'BAKERI' 2 3 4 5 6 7 8 9 »j- 11 DECIDUOUS SHRUBS-ae-TGREENMOUND-CURRANT SSKiSASKATBONSERVICESERRY- r-2--TWERNSANDCHERRY- RfBES ALPINUM'GREEN MOUND AMEiANCHIER ALNIFOLIA PRUNUS BESSEYI RHUS AROMATICA GRO-LOW SYRINGA PATULA 'MISS KIM' TOTAL: 1 11 1 .5-imigl 10' I TOTAL: 149 49 - IEVERGREEN SHRUBS -W. 53RD DRIVE - - - -2---n -,1 11 -EiliailiHIPIENIPERIENIPERUSHORZONTAUSBLUECHIP' TOTAL: 1-=ClUI J - I .1 ==3== SHEET I= SDP-5 ORNAMENTALGRASSES --AVGliLLEAVENAGRAS HMS IHEAVYMETALSWITCHGRASS PERENNIALS MAGNUS CONEFLOWER MOONBEAM COREOPSIS I UTTLE TRUDY CATMNT L-£!i8 10 L_MiB HEUCTOTRICHON SEMI)ERV1RENS | 29 1#AitcuMVIRGATUM NEAVYMETAL' 1 98 TOTAL:127 TOTAL 180 15 16 17 18111314 LU 51& A 1 6"%6'XEr POST 7 F 2·)<6" TOP CAP ' 7323 WITH 1· BEVEL 1"X4' PICKETS 2·'X4 RAILS - \ \ \ / / r l™4' FASCIA 124' 18-24- €39*113 PLAN ENLARGEMENT TRACT E ---------------- - lANDEAPENOTESAND-MATERALSPEDRCAIQNS Lul 1 ORGANIC.§9!LAMENDMENTR: TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL W AMENDMENT. TO A DEPTH OF SIX (6) INCHES. FOR EACH 1,000 SQUARE FEET 1 H 4 180 OF SOIL PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF.10: 1 NATIVE SEED TREE SHRUS PLANTING BEDS IN THEIR ENTIRETY. ANNUAL. < $ THE ORGANIC SOIL AMENDMENT SHALL BE A CLASS I OR 11 COMPOST THATgVINE. AND GROUNDCOVER AREAS (IF APPLICABLE). AS WELL AS ALL TREE LAWNS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTY.(10 111 01 1 EXILI MEETS THE U.S. COMPOSTING COUNCIL·S TESTING REQUIREMENTS. THE COMPOST MUST SE PRODUCED AT A COMPOSTING FACILITY THAT MEETS U.S. EPA 40 CFR 503.13 REQUIREMENTS (TABLES 1&3 LEVELS) FOR THE PRODUCTION AND MARKETING OF CLASS A MATERIAL FOR UNRESTRICTED USE AND DISTRIBUTION,9 IINI------- --OBGANIC FERTILIZER AND_SOIL CONDITIONERS. UTILIZE GRANULAR ENDO1[Ir 1 1 APPROVED EQUAL, AS PART OF THE PLANTING PROCESS FOR ALL TREES. MYCORRHIZAE. BIOSOL FORTE (7-2-1), AND MENEFEE GRANULAR HUMATE. OR SHRUBS, AND SEEDED AREAS. TURF SOD: LONG-TERM DROUGHT TOLERANT KENTUCKY BLUEGRASS BLEND 1 8 11 1 114 RECOMMEND GRAFF'S TREE FARM (GTF) 4-WAY BLEND. GREEN VALLEY TURF COLORADO BLUE™. OR APPROVED EQUAL. WOOD MULCH: WOOD MULCH WILL BE "CASCADE CEDAR MULCH". A%DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWN IN APPEARANCE WITH A 8 FINE TEXTURED ·HAIR-LIKE" LOOK. THE WOOD FI8ERS WILL BE 2 APPROXIMATELY 1 M- - 3 14" IN LENGTH AND BE UNIFORM IN APPEARANCE, 7 INSTALL TO A DEPTH (3") INCHES. 1411 8'O.C. MAX. 20 21 22 .... 81' 11 11 12 11 2 13 13 6[ L--- 14 14 0 )00 0 18 17 ' 1*In d1 .. FRONT ELEVATION Privacy Fence Detail SCALE 1/2-=1-0 W 6-*6 X9· POST 51 1 11 , WITH 1" BEVEL 1 '1 g2 X6" TOP CAP fl ' 1-X4»FASCIA r 19¥ 1-X# PICKETS r (3) 2")<4" RAILS:/000/ BEHIND(TYP,)/ &%% FINISH GRADE 0-€--c-, /533 - I oe, rnI - . 0 :8g NOTE Z14- 0 CONCRETE FOOTINGS WITHDEPTH 1/3RD HEIGHT OF FENCE € IU 4 SHEET . ROCK MULCH: 1 1/2'· MOUNTAIN RIVER ROCK MULCH OVER WEED 8ARRIER Ill 7- FABRIC. INSTALL TO A DEPTH OF (3 ) THREE INCHES V,/HERE SPECIFIED . COBBLE MULCH: 3--6- MOUNTAIN GRANITE COBBLE OVER WEED BARRIER FABRIC. 1 ·LANDSCAPE-EQUER EDGER TO BE 3/16-x6" HOT-DIPPED GALVANIZED METALEDGING WITH AN INTEGRATED HOT-DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4 STAKES PER SECTION). COLOR. BLACK WEED BARRIER FABRIC: TO BE A NONWOVEN GEOTEXTILE COMPOSED OF POLYPROPYLENE FIBERS. 6. IRRIGATION: A BELOW GROUND FULLY AUTOMATED IRRIGATION SYSTEM WILL-rl I Fll i BEINS-TALEED IN ALL LANDSCAPED AREAS UTILIZING WATER-CONSERVING/KACI SYSTEMS SUCH AS TRICKLE (DRIP) IRRIGATION TO WATER ALL SHRUBS AND TREE PLANTINGS. RAIN SENSORS WILL 8E USED TO AUTOMATICALLY SHUT DOWN THE IRRIGATION SYSTEM DURING PERIODS OF HIGH MOISTURE TO / DETENTION MAXIMIZE WATER USE EFFICIENCY. THE IRRIGATION SYSTEM WILL BE 1 1.1 1 11 11 \//z/ /POND DESIGNED WITH A HIGH APPLICATION EFFICIENCY AND WITH ZONES THATI I c , LL CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT VISIBLE FROM PUBLIC STREETS OR PARKING LOTS SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZED FOR Ill I tv /PEDESTRIAN COMFORT, SAFETY AND WATER CONSERVATION 5352 QUAIL STREET THE LANDSCAPED AREAS, INCLUDING ALL ADJACENT ROW LANDSCAPE. WILL 1 (NOT A PART OF THIS SDP)BE MAINTAINED BY THE DEVELOPER OR ASSIGNS PIN 111] 6 8 SDP-6 43 LdLEZJ 8·0.C. Z 0 ////1 6 X6"XE' POSTWITH 1" BEVEL (3) 27(6- RAILS: BEHIND (Tip.) r FINISH GRADE NOTE 14- 0 CONCRETE FOOTINGS WITH DEPTH 1/3RD HEIGHT OF FENCE I I Il I 1 le Three Rail Fence Detail SCALE 1/2 =17 1/7-9 1 1.1 4+ 1 \ e EL=1=L---r 11-, -------5332 QUAIL STREET -Ill-ewbm. Jl I IHI DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM SIDEWALKS AND PLANTING BEDS, EVERGREEN TREES WILL BE PLANTED A MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES DECIDUOUS TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS: EVERGREEN TREES A MINIMUMOF loFEET. SHRUBS WILL BE PLANTED A MINIMUM FOUR (4) FEET FROM SIDEWALKS. PLANTING BED EDGES. EDGE OF BUILDINGS OR ONE-HALF THEIR MATURE WIDTH, WHICHEVER IS GREATER SPACING FOR PLANT PLACEMENT WILL BE MEASURED FROM THE CENTERLIN E OF THE PLANT, - I SHEETg |LANDSCAPE 0 20 40 80 m | PLAN NI SCALE· 1 = 40 8 1 SDP-4 22222:LORADO-- QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE D-Il DI-SIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. W. 54TH AVENUE SYMBOL COMMON NAME DEa DUOUSTREES BPJ ROA NORTHERN RED OAK PARKLAND PIUAR BIRCH - ORNAMENTALTREES AUT |CHANTICUEER PEAR'AUTUMIV BLAZE' f Lft 1 CITY OF ARVADA EVERGREENTREES BSP |BAKERI SPRUCE 2 3 4 5 6 1 8 1 h DECIOUOUS SHRUBS GMC GREEN MOUNO CURRANT GLS GRO-LOW FRAGRANT SUMAC SYP MISS KIMLILAC EVERGREEN SHRUBS BCJ |BLUE CHIPJUNIPER ORNAMENTALGRASSES AVG HEAVY METAL SWITCH GRASS BLUE AVENA GRASS QTY. 4 5 TOTAL 9 12 TOTAL: 12 121 TOTAL: 2 TOTAU TOTAL: aNViasiaNO,00%.5 3 14 8 01 - u 12 TOTAL 127 PERENN IALS PER VIBRANT DOME ASTER 45 PER |MAGNUS CONEFLOWER 45 PER | MOONBEAM COREOPSIS 45 PER |UTTLE TRUDYCATMINT 45 TOTAU LEGEND -21 9 1 1 4 DECIDUOUS - (4) BCJ W. 53RD DRIVE - (2) AUT TREE - (4) GLS MAIL KIOSK -C-*) Il*- (TYP,) (4) GLS (1) ROA EVERGREEN barL__ _>LkL_-2=11 - © 1 (6) TREES i ;N DECIDUOUS L O. r SHRUBS 0 11 12 13 14 15 16 17 18 0 EVERGREEN SHRUBS ORNAMENTAL GRASSES PERENNIALS 10 3 TURF SOD - --%*% NATIVE SEED 2%42 .ROCK MULCH 0 - . m- 14 2 TRACTE COBBLE MULCH wooa- 4 1 BWEES8E 1 WOOD MULCH f·PFRMEABLE PAVERS - '..3?Pu , 11 0 (3)AUT - (6) BCJ - (2) ROA - (5) GLS - (3) AUT Ill *-fTRACT A (13) GMC 'l--1-LANDSCAPE EDGER (41) PER . 9LU (1)esp 19 20 21 22 23 ' 24 25 26 1 SIDEWALK (17) HMS TRASH RECEPTACLE (4) BCJ ! (9) AVG -(1) BPJ -7 BENCH F (26(26) PER (9) AVG - \ MAIL KIOSK (8) GMC (14) Ave, 1 (8) GMC -0X i ,/- (14 (14) PER - \ 97\(1) ROA RI\tl===-J L.J u===·- (13) PER ·==== CI- 1794J/>=- (1)PET WASTE STATION PROPOSED SIGN flIGMC I./ ta *0 0 PROPOSED HYDRANT - - - 6' PRIVACY FENCE 1,20 / - 11) ESP1\ .+../-«77- 14. L.K.j - --<>t-7-J.wel I p»=- (9) AVG 1 ,1) PER DC )AVG ROA -37- x/- (13) PER T 12\36- {1) BPJ - (8) GLS 4%'U,v (4)8CJ 2)AUT 7//C. RAVG -1/ / '(7) BCJ 1 (8) GLS J/BENCH (TYP.) LANDSCAPE -PET AND TRASH EDGER RECEPTACLE (TYP ) 27 L- to; b'VIU MATCHLINE SHEET SDP-6 4· THREE RAIL FENCEE..0- PROPERTY LINE (7) BCJ |NOTE: REFER TO LANDSCAPE NOTES AND LANDSCAPE MATERIALS SPECIFICATIONS FOREDGER NADDITIONAL INFORMATION ON1 MATERIALS Gk :34 33 32 31 30 29 28 27 'JF1 1 1- = 20' SHEET g LANDSCAPE31 . 046 6 PLAN 5 SCALE: 1"8 SDP-5 WHEAT RIDGE, COLORADO LEGEND 0 L.JCD QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE D'IN Di 'll'" A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M DECIDUOUS TREE MATCHLINE SHEET SDP-5 EVERGREEN »/- TREES SYMBOL |COMMON NAME 1 QTY DECIDUOUS TREES ROA NORTHERN REDOAK 1 YEL AMERICAN YEUOWWOOD 3 · HAC WESTERN HACKBERRY 3 1. 1 CAL WESTERN CATALPA 3 I ' TOTAL 10 ORNAMENTALTREES AUT AUTUMN BLAZE PEAR 2 4 :%.RHT RUSSIAN HAWTHORN 4 1 TOTAL 6 DECIDUOUS SHRUBS EVERGREEN SHRUBS ORNAMENTAL GRASSES PERENNIALS DECIDUOUS SHRUBS SSK SASKATOON SERVICEBERRY 111 - 1 1 WSC WESTERN SAND CHERRY 19 - GLS GRO.LOW FRAGRANT SUMAC 24. . 2 TOTAL: 54 EVERGREEN SHRUBS |BLUECHIPJUNIPER 1 17 TOTAL 17 1 1- 0 1 -. *.*. / 1 BC TURF SOD NATIVE SEED ROCK MULCH COBBLE MULCH WOOD MULCH PERMEABLE PAVERS 1 1 (l) ROA i (3) GLS i (2) AUT : (4) BCJ (4) GLS MAIL KIOSK - (TYP ) \ i Z 5 VONDERLAND uitag saild leajo:31ti (11) SSK(8) WSC (3) YEL D\# iii LANDSCAPE EDGER CONCRETE SIDEWALK ....... 4/ TRASH RECEPTACLE -1 --W. 53RD PLACEBENCH MAIL KIOSK D PET WASTE STATION PROPOSED SIGN PROPOSED HYDRANT 16· PRIVACY FENCE 4· THREE RAIL FENCE PROPERTY LINE 2-3 1.14 414 EXISTING STRUCTURE _PROPOSED RETAINING . TO REMAIN 1\--f WALL: SEE CIVIL ·. -36-L · . I 4/ 4.A 6 1 . ' 1-#25¥e&o990%- - 1662%42- -90*]-- _ *I ' 12 1.1.-1·1·1·r / jy 4·yv»·,q..,vaC LA,Dit +1% ZA - 0 (+) Ill 111 (3) BCJ - (5) BCJ - m GLS l . 4 (2) HAC -1 - (5) BCJ DETENTION BASIN; SEE CIVIL « ba rA L.1.1 RETAINING WALL: SEE CIVIL 0-3 ZOO44:12/S8g6 . 1\ i i 3 M NOTE REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS.A3, \ BACKYARD (11)WSC J BY HOMEOWNFR (+1em,«€LA 0-/0. . M0-'-r.-ID 2 Y.YIfyrrf.)(a.- :Ammprrrn/.0.M ...0 Lt -15) Gu f 00 7 8E8 7 . (1) HAC n ' (3 1/1 )lf TYPICAL SINGLETYPICAL SINGLE FAMILY DETACHED FAMILY ATTACHED <.9 - dp«- 1\+ 20,#m* 91**r 1//////////////// 00000 10 20 : f SCALE: 1" = 10 TYPICAL RESIDENTIAL LEGEND 0 SINGLE FAMILY DETACHED 1 - ORNAMENTAL TREE (2· CAL) OR DWARF CONIFEROUS TREE (6') DECIDUOUS /7„ EVERGREEN 8 LARGE 0 SMALL A EVERGREEN .* ORNAMENTAL o PERENNIALS 7 - SHRUBS (#5) TREE My TREES DECIDUOUS DECIDUOUS V SHRUBS GRASSES 17 - PERENNIALS/ORNAMENTAL GRASSES (#1) SHRUBS SHRUBS O 10 N 10 20 SHEET LANDSCAPE SINGLE FAMILY ATTACHED: 04. - - 5 - ORNAMENTAL TREE (2-CAL> OR DWARF CONIFEROUS TREE (6') 20TURF SOD K )>M I ROCK MULCH [ d. -7, P : 1 WOOD MULCH -LANDSCAPE EDGER 64 - SHRUBS 05) 1 6 L-..._2=23 96 - PERENNIALS/ORNAMENTAL GRASSES (#1)SCALE· 1- = 10 SCALE: 1" = 20'8 SDP-6 0 0 ·€-t-. 55 ; #i .4 0810.. LI 12.12 d.z:CFIZU--6 .- 1:621.--21-2 0 5 WHEAT RIDGE. COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE C TY OF WHEAT RIDGE, COLORADO Dll DESIGN A PART OF THE NW 1/4 SECTION 16 TOWNSH P 3 SOUTH RANGE 69 WEST, 6TH P.M, ASPHALT SPINGLE ROOFING -7 - STONE VENEER r BOARD & BATTEN SIDING --HORIZONTAL- SIDING ASPHALT SPINGLE ROOFING SHINGLE SIDING 7 BOARD & BATTEN SIDING -7 ASPHALT SHINGLE ROOFING --STONE VENEER HORIZONTAL SIDING 0 Z :411 m <C LL a 0 Z 00 /1 F r 4.ll 1_11]111111111 Il H li I Z%61 1 D\* iii PLAN 1 -CAPE COD REQUIRED PROPOSED 21LMEERMMTL__--[71_3*i«J MASONRY VENEER MASONRY VENEER .ha=-VENEER FRONT ELEVATION | 30% CUMULATIVE| I 8%FRONT ELEVATION 30% CUMULATIVE • 71% A NIMMUM OF 30% MASONRY OF BRICK. BRICK VENEER OR OTHER APPROVED A IMMUM OF 30% MASONRY OF BRICK, BRICK VENEER. OR OTHER APPROVED A MNIMUM OF 30% MASONRY OF BRICK. BFUCK VENEER. OR OTHER APPROVED MASONRY MATEEMALS VVILL BE APPUED ON FRONT ELEVATIONS. TkIS MASONRY MATERIALS WILL BE APPUED ON FRONT ELEVATIONS THS MASONRY MATERIALS WILL BE APPUED ON FRONT ELEVATIONS. THIS MASONRY REQUREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFO USE AREA. THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFO USE AREA. THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAX]MUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A IVINIMUM MAXIMUM VARIETY AMONG ELEVAT1ONS MASONRY SHALL WRAP A AINIMUM MU]MUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A WIMUM OF 4' ON EACH SIDE ELEVAnON.OF 4' ON EACH SIDE ELEVATION OF 4' ON EACH SIDE ELEVATION 0 /71 PLAN 2 - BACKCOUNTRY RANCH - FRONT ELEVATION /71 PLAN 3 -BACKCOUNTRY RANCH - FRONT ELEVATION SDP-7.1 SCALE: 1/8 = 1'-0 STONE VENEER --n ASPHALT SHNGLE ROOFING -u SHNGLE SIDING --HORIZONTAL SIDING ASPHALT SHINGLE ROOFING St·INGLE SIDING BRICK VENEER HORZONTAL SIDING SHNGLE SIDING ASPHALT SHINGLE ROOFING emmBOARD & BAT·TEN SIDING BRICK VENEER HORIZONTAL SIDING B% 0 A 0 0 2 0 AN 3 - CRAFTSMANPLAN 1 - CRAFTSMAN 1 REQUIRED IPROPOSED PLAN 2 - CAPE COD REQU RED PROPOSED REQUIRED PROPOSED MASONRY VENEER MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE * 9 FRONT ELEVATION 30% CUMULATIVE * 83% A MINIMUM OF 30% MASONRY OF BRICK BRICK VENEER. OR OTHER APPROVED A IMMMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED A MNIMUM OF 30% MASONRY OF BACK. BRICK VENEER. OR OTHER APPROVED MASONRY MATERIALS WILL BE APPUED ON FRONT ELEVATIONS. THS MASONRY MATEFIALS WILL BE APPUED ON FRONT ELEVATIONS. THS MASONRY MATERIALS WILL BE APPUED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1·14 SO LONG AS MASONRY REQUREMENT MAY BE AGGREGATED FOR LOTS -14 SO LONG AS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE THEAVERAGE SNOLESS THAN 30% FOR THE ENTIRE SFD USE ARE THE THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH I S TO ACHEVE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE PURPOSE OF THS AGGREGATE AND AVERAGE APPROACH IS TO ACHEVE MA)3MUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A 1,IMMUM MANMUM VARJETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MIMUM OF 4' ON EACH SIDE ELEVATION OF 4' ON EACH SIDE ELEVATION.OF 4' ON EACH SIDE ELEVATION SHEET SF DETACHED /Th PLAN 1 - CRAFTSMAN - FRONT ELEVATION /2\ PLAN 2 - CAPE COD- FRONT ELEVATION C 1 1 PLAN 3 - CRAFTSMAN - FRONT ELEVATION ELEVATIONS SDP-7.1 ON¥1213¤N'03 ·OF f NAAVH'03AOblddV ON 1031Old 3-1VOS 'ZOH 31VOS+ly3A .L·6[F'300hl 318¥9 30 ll,OdICIFE ..'22'90 ..·£0·eo Elli fou 318 Ve 3O1MOdaIN 01.0 2 NOISIAIagnS Nnkl lIVAD N¥ld IN3IAId013AEICI Ol:ll03dS 00Vk0100 '39aB 1V3HM QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO Dyn DIC<]GN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 4" TO WEATHER HORIZONTAL SIC)ING, PAINT MAIN BODY COLOR RECTANGULAR STONE VENEER , ASPHALT SHNGLE ROOF - 4· TO WEATHER HORIZONTAL SIDING. PAINT MAIN BODY COLOR ASPHALT SHINGLE ROOF - RECTANGULAR STONE VENEER -4· TO WEATHER HORIZONTAL St[)ING, PAINT ACCENT COLOR LUd d.,8 . 1 w o 91 1 rrl-, 7-1 0I.A - : JIL_IL_JI 11==11 Irerrp,m- 22 ! YM 1./. lili 82 0- T E3-··......0.......: Zi \ LU LJ B 11 Eli 7mil#111111·11'111111.111'11 F ---1 11/ --1- ----------- I. - 11,\ it rn TYPICAL 4 UNIT BLDG - RIGHT ELEVATION /7% TYPICAL 4 UNIT BLDG - REAR ELEVATION SCALE: 1/8- = 1·-0»p.& SCALE 1/8- = 1'-0" 4· TO WEATHER HORIZONTAL SIDING. PAINT MAIN BODY COLOR RECTANGULAR STONE -VENEER - 6-8 TO WEATHER HORIZONTAL SIOING - RECTANGULAR STONE VENEER - 4· TO WEATHER HOZONTAL SDING, PAINT ACCENT COLOR ASPHALT SHNGLE ROOF - 4· TO WEATHER HORIZONTAL SIC)ING. PNNT MAIN BODY COLOR ASPHALT SHNGLE ROOF -1 N te . \ \ \ \ 1 \ \ \ -51&39% -- . : g W I. -t 3 . -+mS 2E .:%: E 9 2: 19 T 8,8 b 0 8 El \\ 8 -- 1- k2 86 B W=m. %%R et- N n ¤ --- 0 It-- - '71 TYPICAL 4 UNIT BLDG - LEFT ELEVATION /Th TYPICAL 4 UNIT BLDG - FRONT ELEVATION 4DP-8.1/SCALE: 1/8 = 1·4 *Ply SCALE: 1/8- = 1-0 NOTE: SITE SPECIFIC BUILDING ELEVAnONS MAY VARY SUGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDInONS .m flWM,MEL J OL EllilitlWlFkERTia ..-|,2.1 2/25/WEEE| RAQUREDREQUIREDPROPOSEDREQUREDPROPOSED PROPOSED Atal RED PROPOSEDREQUIREDPROPOSED FEWESTRATION FRONT ELEVATION 25% UN LEFT ELEVATION 25% WN REAR ELEVATION 25% MIN RIGHT ELEVATION 25% AIN BUILDING AVERAGE MASONRY VENEER •26%FRONT ELEVAION 113%LEFT ELEVATION • 33%REAR ELEVATION *13%FUGHT ELEVATION *21%BUILDING AVERAGE 70% PIGM. MAL •40% 70% PAM- MAL •49% 70% PAM. MAT .27% 70% PAM. MAL 1 50% •41.5% SECONDARY MATEFNALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVAION BUILDING AVERAGE · BOARD & BATTEN SIDING - NIA 30% CUMULATIVE N'A 30% CUMULATIVE NIA 30% CUMUL-AllvE N/A 30% CUMUL.AllvE N/A N/A SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BULDING AVERAGE · 6·8· TO WEATHER HWFUZONTAL SIDING 30% dIMUL.AllVE I 26.50/0 30% Clh,IULATIVE N/A 30% CUMLATIVE • 21.5% 30% CUMUVE N/A * 12% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BULDING AVERAGE · ACCENT 4· TO WEAIER HORIZONTAL SIDING 30% 2KMULATIVE • 32% 30% CU14LARVE •41% 30% CUMUTIVE * 50% 30% CUMULATIVE * 48% *43% SHEET SF ATTACHED ELEVATIONS S DP-8.1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO DTI D SIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. RECTANGULAR STONE ASPHALT ShINGLE ROOF BOARD & BATTEN SIDING 6-8" TO WEATHER HORtZONTAL SIDING 4 TO WEATHER HORIZONTAL SIDING VENEER RECTANGULAR STONE ASPHALT SHNGLE ROOF -n BOARD & BATTEN SIDING -7 PAINT ACCENT COLOR - 6-8· TO WEATHER HORIZONTAL SIDING -7 VENEER Ill r LU I 0 CO 0 Z 1111 €*3 /71 TYPICAL 5 UNIT BLDG - LEFT ELEVATION C-Il TYPICAL 5 UNIT BLDG - REAR ELEVATION \§Dp.; SCALE 1/8 = 1·-0 4· TO WEATHER HORIZONTAL GOING, 4 TO WEATHER HORIZONTAL SIDING,RECTANGULAR STONE ASPHALT SI-INGLE ROOF 6-8 TO WEATHER BOARD & BATTEN SIDINGRECTANGULAR STONE ASPHALT SHNGLE ROOF BOARD & BATTEN SIDING PAINT ACCENT COLOR VENEER iHORIZONTAL GOING -- VENEER UJ B B O I 0 I 2 PAINT ACCENT COLOR W I 0 O r- N . Z LUB LUI till 22\ TYPICAL 5 UNIT BLDG - RIGHT ELEVATION Gl_IMPICALAUNLIBLOG_-FRONTELEMATION . SCALE: 1/8" = 1,4. NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SUGHTLY FROMEE**434**ELCONDITIONS CD m REQURED PROPOSED REOURED PROPOSED 1 REQUIRED 1 PROPOSED REQUIRED PROPOSED REOURED PROPOSED MASONRY VENEER SHEET FRONT ELEVATION 25%MN 22% -FRONT ELEVATION - =FRONT ELEVAHON SF ATTACHED LEFT ELEVATION - | 70% PRIM MAL | *44%[LIFTELEYMEL_ELEVATIONS REAR ELEVATION 70% PRIM MAL * 26%REAR ELEVATION 30% CUMULATIVE | * 41%L.REAR_EEMBOL_- RIGHT ELEVAON | 70% PFUM MAL | *54%FIGHT ELEVATION [E1LELEVAT121________[30%-CUMULA11VEIS% BUILDING AVERAGE /20.5%BUILDING AVERAGE i42%BUILDING AVERAGE *43%elJILOING AVERAGE 2 11.5%BUILDINGAVERAGE I 275%SDP-8. TO MDPOINT OF HIGHEST ROOF GABLE ON¥1213(No.k SaWOHIG EST ROOF GABLE35' -0" BUL1 HEIGHT MAX.34'-101/7 TO MIDPO EQ. EQ. 03)103HO ON 103rlld 31¥06 ·ZbIOH 3-lvos ·1'3A HIGHEST ROOF GABLE fEST ROOF GABLEHEIGHT MAX.931ON 1¥11,0,8(,Sllt 1Vll]Wer SONE 1V1.IllerS OM¢ TO MDPOBI et02*01'90 Btoz·£0·80=·ZE'90 EQ, EQ. NOISIAIaanS Nml -11¥nb N¥ld 1NBINd013A30 01=1103dS (daS) QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO Dll DESIGN A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, X 211 IF-9 8-92= In B-CO_ B 03AOIdd ON 133r[3-IVOS ·lk R R 77 91? -L=-1 W -30- W I *In# J=*../1,44=*L===, rf * ME 16-2" ,8'-10' ..5' ,12'-6'12'-6 k 31 1 UP . 8-10 , 25'-0-18·-0- :, 18'4 J ts ZI 25'-0 U 9 10'-0-1 0'·0"112'-6 12 12-6 , 5'- 18'-0- CO 20'-0- 1 10= 42]F 121 ,-C' 1 6 56· ,10'·0" I + 111-0.' I i 16·-2" O r N . Z 8'-10 16·-2· 25/0 alva 91"·01·90 902'.'90 9kor'fo'80 /73 TYPICAL 4 UNIT BLDG FACADE ARTICULATION 4DP-&3/SCALE: 1/8 = 1'4 rih TYPICAL 5 UNIT BLDG FACADE ARTICULATION49p.1/SCALE 1/8» • 1-0 SHEET SF ATTACHED ELEVATIONS NOTE: SITE SPEGFIC BUILDING ELEVATIONS MAY VARY SUGHTLY FROM THESE TYPICAL ELEVAnONS DUE TO PARTICULAR TOPOGRAPFICAL CONDIONS SDP-8.3 1 OWNERS' CERTIFICATE WE, ARTHUR J. AHO, BARBARA J. AHO, GREGORY R. SKALLA, SUMMER CLARK, JOEL L. LUBKER AND DAWN R. LUBKER BEING THE OWNERS OF REAL PROPERTY CONTAINING 7.0158 ACRES DESCRIBED AS FOLLOWS: A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 61}1 PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECDON 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN: THENCE SOUTH 45·31'44" EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SA]D SECTION 16 ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 89*37'29' EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYL]NE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID RECORDS OF THE CLERK AND RECORDER OF JEFFERSON COUNTY; THENCE SOUTH 0012'57" EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYL-INE ESTATES TO THE NORTHEAST CORNER OF- QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE SOUTH 89·32'53' WEST. A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPnON NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE NORTH 00·16'48" WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL: QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. LAND USE TABLE USE SQ FT.AC.58TH AVE RESIDENTIAL AREA 182.731 41949 OPEN SPACE/TRACTS 55,157 1.2662 RIGHT-OF-WAY 67.726 15547 TOTAL AREA 305.609 7.0158 NW COR. SEC. 16 SEC 9 1 TJSJJUTH PM -j L LAND AREA TABLE DESCR]PTION 31 -/0LM!1*4BLOCK 1 (14 LOTS)75.587 1.7352 BLOCK 2 (43 LOTS)107,144 2.4597 W 54TH AVE- 1.TRACT A TRACT B ,r-c\IN LIMITS- TRACT C TRACT D .I £ W. TRACT E TRACT F SEC 1 3,523 0.0809 SEC 176.390 0.1467 1,567 0.0360 21,922 0.5032 lS 133 19,574 04493 GE BO-- 2,181 0.0501 67,726 1.5548 - SEC 16RIGHT-OF-WAY BASIS OF BEARINGS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING MONUMENTED AT THE NORTHWEST CORNER BY A 3-1/4» ALUMINUM CAP STAMPED 'LS 13212" IN RANGE BOX AND AT THE WEST QUARTER CORNER BY A 3-1/4" ALUMINUM CAP STAMPED -LS 13212", ASSUMED TO BEAR NORTH 0016'53" WEST. L MILLER ST 15 9Nndill GENERAL NOTES CONT, 12. INDIVIDUAL- TOWNHOUSE (SINGLE-FAMILY ATTACHED) LOTS SHALL NOT BE DEVELOPED FOR ANY OTHER PURPOSE OTHER THAN TOWNHOMES. 13. THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OWNER-OCCUPIED MULTI-FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, UMITED COMMONELEMENTS, OR IMPROVEMENTS (THE "MULTI-FAMILY DEVELOPMENT AREA"). TO THE EXTENT THAT THE FOLLOWING CLAIMS INVOLVE ANY MULTI-FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL 8E SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECT1ON 26-1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR EN-nTIES: (A) ANY OWNER OF ANY PORTION OF THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TOT EH MULTI-FAMILY DEVELOPMENT AREA. (C) THE SUBDIVIDER, DEVELOPER, CONTRACTOR. OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY RESIDENTIAL DWELLING UNITS UPON THE MULTI-FAMILY DEVELOPMENT AREA, AND (E) ANY CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT ACTION REFORM ACT, C.R. S. § 13-80-802.5, ET SEQ., AS AMENDED CCDARAD; AND (2) THAT PERTAINS TO ANY OF: (A) THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT' STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE MULn-FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE : MULTI-FAMILY DEVELOPMENT AREA OR ANY PORTION THEREOF, OR (D) THE DECLARATION OR OTHER2 DOCUMENTS GOVERNING SUCH COMMUNITY. THE FOREGOING SHALL NOT PRECLUDE ANY OF THE i PERSONS OR ENRTIES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIMS(S) 1 RIDGERQ THROUGH EITHER NEGOTATION OR kIEDIATION BEFORE SUBMITTING SUCH CLAIMS(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULTI-FAMILY DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDITION AND RESTRICnONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THEREQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARATION OF COVENANTS, CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF 5 LAW. THENCE SOUTH 89·32'53 WEST, A DISTANCE OF 422.75 FEET TO THE EASTERLY RIGHT-OF-WAY OF QUAIL STREET, THENCE ALONG SAID RIGHT-OF-WAY THE FOLLOVWNG THREE (3) COURSES: 1. THENCE NORTH 00155'01- WEST, A DISTANCE OF 179.63 FEET: 2, THENCE SOUTH 89-32'53" WEST, A DISTANCE OF 40.00 FEET; 3. THENCE NORTH 0015'01 WEST, A DISTANCE OF 480.24 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 7.0158 ACRES, (305,609 SQUARE FEET). MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF OUAIL RUN FINAL PLAT. A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION. OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES, BUT IS NOT LIMITED TO, TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. 49TH Ar- VICINITY MAP SCALE: 1"- 1000' < GENERAL NOTES, 1. CURRENT CITY DATUM COORDINATES SYSTEM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. 2. VERTICAL- DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRAnON SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATIONy SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF nTLE 13, C.R.S., AND, IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION: THE COSTS AND EXPENSES OF ARB[TRATION TO BE BORNE EQUALLY BY THE PARTIES. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MULTI-FAMILY DEVELOPMENT AREA ARE DEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF THIS PLAT NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI-FAMILY DEVELOPMENT AREA, AND BINDING UPON ALL SUCCESSORS IN INTEREST, GRANTEES, OWNERS, HEIRS. ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI-FAMILY DEVELOPMENT AREA. TOGETHER WITH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREWITH. PLANNING COMMISSION CERTIFICATION RECOMMENDED FOR APPROVAL THIS DAY OF 20 BY THE WHEAT RIDGE PLANNING COMMISSION. OWNER / SUBDIVIDER ARTHUR J. AHO ARTHUR JOEL AHO REVOCABLE TRUST BARBARA J. AHO ARTHUR JOEL AHO REVOCABLE TRUST STATE OF 1 ) SS COUNTY OF ,h THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF , 20 BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:1 NOTARY PUBLIC / GREGORY R. SKALLA STATE OF / COUNTY OF ) .1 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF , 20 BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PU8LIC JOEL L LUBKER DAWN R. LUBKER STATE OF 1 ) SS COUNTY OF / ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF , 20 ,BY / WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: \\NOTARY PUBLIC \\\ '·-SUMMER CLARK STATE OF ) ) SS COUNTY OF' ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF , 20- , BY MTNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBUC SHEET INDEX 3. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300. SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1701258.7500, EASTING: 3118217.5810, ELEVATION: 5471.62 4. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AZTEC CONSULTANTS INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, AZTEC CONSULTANTS INC. RELIED UPON TITLE COMMITMENT NO. ,WITH AN EFFECTIVE DATE OF PREPARED BY .ALL TAX INFORMAnCON. LIENS. IF ANY. LEASES. DEED OF TRUST, RELEASES, ASSIGNMENTS, ASSUMPTIONS, TERMS, AGREEMENTS, PROVISIONS. CONDInONS AND OBLIGATIONS FOR THE PROPERTY SHOWN HEREIN ARE REFLECTED IN SAID TITLE COMMI™ENT. 5. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, OF THE COLORADO REVISED STATUTES. 6. PER COLORADO REVISED STATUTES SEC. 38-51-106(L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET, ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7. FLOOD ZONE: THE SURVEYED PROPERTY SHOWN HEREIN LIES WITHIN OTHER AREAS ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD 8. THE STORM WATER QUALITY DETENTION AREA HEREIN SHOWN AS "TRACT D" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK. THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BEE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. 9. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAYMENT. MONUMENT HARDWARE AND RANGE BOXES WILL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST (303-235-2861). 10.UTILITY EASEMENTS ARE DEDICATED TO THE CITY OF WHEAT RIDGE FOR THE BENEFIT OF THE APPLICABLE UTILITY PROVIDERS FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION, CABLE, AND TELECOMMUNICATIONS FACIUTIES (DRY UTILITIES). UTILITY EASEMENTS SHALL ALSO BE GRANTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES, IMPROVEMENTS, OBJECTS, BUILDINGS, WELLS, AND OTHER OBJECTS THAT MAY INTERFERE WITH THE UTILITY FACILITIES OR USE THEREOF (INTERFERING OBJECTS) SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS AND THE UTILITY PROVIDERS, AS GRANTEES, MAY REMOVE ANY INTERFERING OBJECTS AT NO COST TO SUCH GRANTEES, INCLUDING, WITHOUT LIMITATION, VEGETATION. XCEL ENERGY AND ITS SUCCESSORS RESERVE THE RIGHT TO REQUIRE ADDITIONAL EASEMENTS AND TO REQUIRE THE PROPERTY OWNER TO GRANT XCEL ENERGY AN EASEMENT ON ITS STANDARD FORM. 11. ALL TRACTS ARE NON-BUILDABLE AND ARE OWNED BY HOMEOWNERS ASSOCIATION. TRACT A: TO BE USED FOR LANDSCAPE AND UTILITIES TRACT B: TO BE USED FOR LANDSCAPE AND UTILITIES TRACT C: TO BE USED FOR LANDSCAPE AND GRADING TRACT D: TO BE USED FOR STORMWATER DETENTION AND DRAINAGE APPURTENANCES TRACT E: TO BE USED FOR ACCESS, UTILITIES, AND DRAINAGE TRACT F: TO BE USED FOR UTILITIES AND DRAINAGE CHAIRPERSON ACCEPTANCE OF DEDICATED i IN REAL PROPERTY THE CITY OF WHEAT RIDGE, COLORADO HEREBY ACCEPTS THE DEDICATION AND CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS, EASEMENTS, AND OTHER INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR PUBLIC PURPOSES. CITY CERTIFICATION APPROVED THIS - DAY OF ,20- BY THE WHEAT RIDGE CITY COUNCIL. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBLIC WORKS SURVEYOR'S CERTIFICATE 1, DON R. HULSEY, A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO, DO HEREBY CERPFY THAT THE SURVEY OF QUAIL RUN FINAL PLAT WAS MADE BY ME OR DIRECTLY UNDER MY SUPERVISION ON OR ABOUT THE 101-H DAY OF MAY. 2018, AND THAT THE SURVEY IS BASED UPON MY KNOWLEDGE, INFORMATION AND BELIEF, IT HAS BEEN PREPARED IN ACCORDANCE ¥,TH APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED AND APPLICABLE COLORADO STANDARDS OF PRACTICE, THE SURVEY IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, AND THE ACCOMPANYING MAP ACCURATELY AND PROPERLY SHOWS SAID PLAT AND THE SURVEY THEREOF. DON R. HULSEY, P.LS. 38291 UCENSED PROFESSIONAL LAND SURVEYOR FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC. NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACnON BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICAnON SHOWN HEREON. CLERK AND RECORDER'S CERTIFICATE ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, THIS - DAY OF ,20__. JEFFERSON COUNTY CLERK AND RECORDER BY:DEPUTY CLERK DATE OF LATEST REVISION: 08-03-2018 DESCRIPTION COVER SHEET EXISTING CONDITIONS PROPOSED CONDITIONS - OVERALL VIEW PROPOSED CONDITIONS - NORTH PORTION PROPOSED CONDITIONS - MIDDLE PORTION PROPOSED CONDITIONS - SOUTH PORTION SHEET NO. 1 CASE HISTORY 2 WZ-17-11 3 WZ-18-13 4 WS-18-01 5 6 REVISION BLOCK INITIAL PREPARATION FIRST REVISION SECOND REMSION 5/9/18 6/12/18 AAZTEC hiia CONSUI TANTS INC 300 Eait Mineral \.c.,huitc 1 Liltlet./.Colorado .0122 Phine: (3113) 713-898 Fal:0103)713-1897 ,»n.ut,€consIlints.,orn Azlec Pro 1 No: 54818-17 Drawn By NAK DATE OF DEVELOPER PREPARATION:2018-05-07 CDL HOMES, INC. (A COI.ORADO CORPORATION) WONDERLAND HOMES SCALE:NA 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 SHEET 1 OF 6 DENVER, CO 80238 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. POINT OF BEGINNING NW CORNER, SE 1/4 OF SEC. 16, rTJS. R69*. 6TH P.M./ FOUND 3-1/4" ALUMINUM CAP STAMPED "2018 PLS 36561 --1 f ' W. 54TH AVE. (EXISTING 50' WIDE ROW) REC. NO F0988769 N89'37'29"E 471.14'CITY OF ARVADA CITY OF WHEAT RIDGE NORTHWEST CORNER OF SEC 16. 73£ #269*. 67H RW. FD 3-1/4' BRASS CAP ITA/FED 18 13212- IN MONLNENT BOX CITY MONUMENT #11209 GROUND COORDINA-lES N = 716288.31 E = 105159.04 GEODETIC (NAD 83/92) LAITUDE = 39·47'53.68567- N LONGITUDE = 105'07'42.74035" W \2 LOT 16 N 0 VaVAMV JO kil )00]IN lv3HM 30 110 0 U 23 100 \ I: \Na N LOT 15 UNPLATED SCALE: 1 = 50 (ZONED PRD)1 :W \ 0, / 86 \ kLO34 1 }3 LOT 14 \ li & 10 1 MONUMENT SYMBOL LEGEND\/ 9 SET NO. 5 REBAR WITH 1-1/4" (ORANGE) PLASTIC CAP 1 \ STAMPED "AZTEC LS 38291LOT 13 0 , FOUND NO. 5 REBAR WITH 1 -1/4" AC STAMPED "OPC0B I - KT ENG PLS 36561" 8z \ -- SECTION CORNERPARCEL UNE HEREBY SUBDIVISION BOUNDARY REMOVED BY THIS PLAT LOT LINES HEREBY CREATED BY THIS PLATLOT 12 -- - ---- EASEMENT \ -AID ---CITY BOUNDARY - - - - SECTION LINE \ \ r. O u-ROW/PROPERTY UNE /\ 1 01 2 Q ai- - - ROW CENTERUNE \ 4,1 0 R A ROW CENTERLINE MONUMENT LOT 11 ; 2 -1 3Gy\ \ 10 4. 411 \\ \ LOT 10 ' PARCEL UNE HEREBY / REMOVED BY THIS PLAT 1 r\ I / / / / ..4$.1 29 /293*53'44 40.06-| / / EXISTING 40' PUBLIC / ROW TO REMAIN / / / / / / / h /¤f Ex I EMPY?6 162:13 9.20 »40.000RES:ZVE}(Ecrm 15' UTILITY EASEMENT 0 :2 1 1_L_* | . LI_ 0542 1 0 . 0 LOT 9 UNPLATED (ZONED A-1)\ :O - 0 I \ LOT 8 \ \ \ 58932'53 W 422.75'--LOT 7 \\i{RI%12%07A56'%9<¥oA,1 GLEEVE ABID DATUM ACCESS COVER \ W N = 710604.98 E = 109254.74 GEODETIC (NAD 83292) f LATITUDE = 39·46 57.36407- NLONGITUDE = 105-06'50.59074" W LOT 6 UNPLAHED (ZONED A-1)FOR REVEW -- LOT 5 REC NO 2008052592 1 0399*· 5/9/18 6/12/18 AAZTEC 7/20/18 FOR AND ON BEHALF OF AZTEC CONSULTANTS. INC 6 EXIS-TING CONDITIONS MEST 1/4 CORNER OF SEC 16, TA R69W. STH P M.(D REVISION BLOCK DATE OF R 3-1/4 BRASS CAP STAMPED 18 13212 I MONIMENT BOX DEVELOPER 2018-05-09r PREPARATION·o INITIAL PREPARATION 300billinerallie.,Suite IC7Tr MONUMENT/72209 0 """"ton, Colorado "]22 CDL HOMES, INC. (A COLORADO CORPORATION)G?OUND COGRO,*64 ES Z FIRST REVISIONN = 713646.48 E = 105172.01 Ph,ine:{303)713·10,8 - GEODETIC (NAD 83792)SECOND REVISION Fak: (J.3) 713.1.97 WONDERLAND HOMES SCALE:1·-50· LAITUDE = 39·47 27.58350 N •w.Izl¢(¢0.....com LONGITUDE = 105·07'42.71251- W 589'32'53"W 7.69'·--8246 NORTHFIELD BLVD BUILDING J, SUITE #26001 1- --- 1 161 AZTe< Prot Nol. 54//17 Drawn By NAK DENCER, CO 80238 SHEET 2 OF 6 WEST UNE OF THE NW 1/4 OF SECTION 16.N----- --- ------- NOO7292*641.360----------- 4------ -37*/CACIC AC OCAe,1/Ine. QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. POINT OF BEGINNING NW CORNER, SE 1/4 OF SEC. 16,W. 54TH AVE. r T35, R69% 61}, P.M.(EXISTING 50' WIDE ROW)/ FOUND 3-1/4" ALUMINUM CAP REC. NO. F0988769 STAMPED "2018 PLS 36561"N89'37'29"E 471.14'CITY OF ARVADA 0-54531'447-187293' " CITY oF WHEAT RIDGE 12345678 0 9 22 LOT 16 .LU WEST 53RD DRIVE r Ob9376 34 \ 0 LOT 15 < EI.ECD 1 11 12 13 14 15 16 17 18 .I 2 1 / 10 3 L.._52 LOT 14 TRACT E i o 4 5 19 2021 22 23 24 25 26 11 I LOT 13 TRACT BTRACT A 12 6 7 8 9 10 34 3332 31 30 29 28 27 TRACT E 35 36 37 38 39 40 41 42 G) NI LOT 12 (10kl 13 332 1 %22 ie LOT 11 %114 24 1 4 NE CORNER _ REC NO 2015097882 WEST 53RD PLACE 9373 C TRACT C LOT 10 3 LOT 9 TRACT D 43 N 9372k r AT RIDGE S89'32'53"W 40.00'-1 -4908 LOT 8 0' 25 50 100 SCALE: 1- = 50 EXISTING 40' PUBLIC ROW TO REMAIN 589'32'53"W 422.75'LOT 7 15' unLITY EASEMENT To REMAIN TRACT Fj LOT 6 Fora RE LOT 5 REC NO. 20080525921 6 1 & u LOT Z 589-32'53"W 7.69'1 LC 4 REVISION BLOCK INITIAL PREPARATION FIRST REVISION SECOND REVISION )T 3 5/9/18 5/12/18 7/20/18 AAZ!JES AzTe€ Prot No: 54811-17 + 300 Eat¢Mineral.Ue.. Suitu 1 Littleton, Colorado 30,21 * Phon:(303)713·1098 Fa•: (303)713-1497 •W..ZtecconsItinh.CO[Il Drawn By:NAK FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC PROPOSED CONDITIONS OVERALL VIEW DATE OF DEVELOPER PREPARATION:2018+-05-09 CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES SCALE:1--50 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 SHEET 3 OF 6 DENVER, CO 80238 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. POINT OF BEGINNING F NW CORNER, SE 1/4 OF SEC. 16, TJS, R69W, 6™ P.M. / FOUND 3-1/4" ALUMINUM CAP STAMPED "2018 PLS 36561" W. 54TH AVE. (EXISTING 50' WIDE ROW) REC. NO F0988769 N89'37'29"E 471.14'CITY OF ARVADA M 55.50'50.00'50.00'50.00'50.00'50.00'50.00' CITY OF WHEAT RIDGE 50.00'59+14 6.50'= P 8' UTILITY EASEMENTHEREBY GRANTED 8' UTILITY EASEMENT BY THIS PLAT -r- HEREBY GRANTED BY THIS PLAT 8' UTILITY EASEMENT HEREBY_ 4 , - GRANTED BY THIS PLAT 9-2 --Ch U'0 - 3; O, 1 w W2w 3 4 5 6 7 - 4,988 SF L 4,510 SF L 4,516 SF L 4,521 SF C 4,527 SF 4.532 SF C 4.537 SE • 8 0.1145 AC 0.1035 AC P 0.1037 AC P 0.1038 AC P 0.1039 AC P 0.1040 AC P 0.1042 AC P 4,885 SFa w •0 03 0.1121 AC - CURVE TABLE 6.5' PUBLIC RIGHT-OF-WAY - + HEREBY DEDICATED BY THIS PLAT 6' UTILITY EASEMENT HEREBY GRANTED -1 BY THIS PLAT65*- ' 48.00'50.00'5000 50.00'50.00'50.00' 589'44'59"W 348.00 26.5 L;-_ -__---- --__--__ -S89·44'59"W 340.00' 26.5' WEST 53RD --- -- (53' WIDE PUBLIC ROW)26.5' HEREBY DEDICATED BY THIS PLAT i :R CURVE DELTA RADIUS LENGTH CHO BRG CHD DIST 1 4 0,9 - w Cl 90-00'00"7.50'11.78'S45'15'01"E 10.61 8,621 SF0.1979 AC h (2 71'40'56 17.50' 21.89'535'35'28"W 20.49 hi r- C3 37'02'45"12.50'8.08'N71·54'12"W 7.94 §C4 9000'00 10.00'15.71'S44'44'59"W 14.1450.00 -- C5 90'00'00 10.00' 15.71'S4515'01"E 14.14 o C6 90-00'00"10.00'15.71'544'44'59"W 14.14 8=42'29'34" 2 2R=52.50' S47'32'39"W 15.00 1 1- g C7 9000'00„10.00 15.71 545·15'01"IE 14.14 L=148.15'5 W 9374 CH=N09'24'33"W * b1CHL=103.66' <0 \ bA .. > 0 010 0 F S8944'59"W 21.77 N89·44'59E 301.00'26.5' ·12.5 32.45'18.29' 37.46'58.00'30.00 37.47'18.29'18.29' 32.45'18.29 / 11 N89 57'46"W 56.56'LOT 15 [2 1 1,830 SF *0 An b EMb :2 b :Z 5 95: 2 55:0.0420 AC A p 3 1 E @bE g & m m g E ms 5 95 A No ,4 6 i., 4 6 2 -0 1,1 a - O N89 44'59"E 58.00' 2 1.177 SF g 0.0270 AC 589-44'59"W 58.00' 3 1,061 SF g0.0244 AC 5 1 4 19 W 0 10 0 0 0 10 / 7,809 SF 27.47' 18.29 18.29'32.45'32.45'18.29' 18.29'37.46'(0 /0.1793 AC | 0' 10' 20' 40' S89·44'59"W 203.00' \SCALE: 1" = 20' I LOT 14 N89'44'59"E 58.00 f:. ar 2E J02.8 0 E 1,177 SF40.0270 AC S89·44'59"W 58.00 1,947 SF50.0447 AC 589-44'59"W 58.00 0 lo : W TRACT E & 19,574 SF 6 0.449 AC g M i. 1 N589-44'59"W 203.00' & 8' UTILITY EASEMENT GRANTED 27.47' 18.29'1829' 32.45 32.45'18.29'18.29'37.46'1 BY THIS PLAT 0 0 0 0 0 39£589-44'59"W 104.50 5< b AWb &3 b A . <*18.b :: b :4 b:. b ME.: 1 -1+GRANTED BY THIS PLAT 6' UTILITY EASEMENT HEREBY t% E @bE @b E 0% E ES E §% NE@ E eg 52:- 'O P W 6 1-0 4 0 w - .-!i -0 : +O ) + O W N 0 8 2-22b065 1 6 PA ¥-N & 2 9 :t G vP b el N Al. . : UO LO 9 11 r-0 0 0 1 | 0.1271 AC b So 5.538 SF (A 7 -7 b 0 1 N LOT 13 37.47'18,29 18.29'32.45'32.45'18.29 18.29'37.46 12 5' PUBLIC RIGHT-OF-WAY -0 S89-44'59"W 213.00'O 1HEREBY DEDICATED · BY THIS PLAT o 58944'59"W 104.470 1 1. W 8 TRACT B 6 16,390 SF Z h h 0.1467 AC -08886 0 BE |I 8 TRACT A 3,523 SF 0,081 AC 37.47' 0 1S89'44'59"W 213.00' I 18.29' | 18.29' |32.45'32.46'18.29'18.29'37.46' 2 FOR AND ON BEHALF OF AZTEC CONSULTANTS. INC S89'44'59"W 58.00 REVISION BLOCK INITIAL PREPARATION FIRST REViSION SECOND REVISION 5/9/18 6/12/18 *AZTEC 7 /On /1 0 53.00 PROPOSED CONDITIONS 2% 1 NORTH PORTION SEE SHEET 4 DATE OF PREPARATION:2018-05-09 SCALE·1'-20 SHEET 4 OF 6 AzTE Prol No. 54818-17 300Iaitlineral.lie.,Suilel 1.iltlcton, Colorad 80122 Phone: (303)713-1™ Fal:(,103)713-1897 ... 1,1.....Inlixem Drawn By:NAK DEVELOPER CDL HOMES, INC. (A COLORADO CORPORATION) WONDERLAND HOMES 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600 DENVER, CO 80238 OTTATT. RTREFT QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 4 TRACT A 3,523 SF 0.081 AC 1S89'44'59"W 213.00' 128 1 37.47'18.29'18.29'32.45'32.46' 18.29'18.29'37,46' * N 5,536 SF 0.1271 AC0 0 0 0 0 : 1 S89 44'59"W 58.00' $954 h »120 02 0 0 L.< .<... .kb / bio/ b ::ENSE-9: 25 : : £ 2 : £ 2 5* 3 *B E 8% EE" 3 s-9 4 a &3-I o . I . 0 - 6 1,542 SF *6 NO ;0 . 4 0 .2 0 0.0354 AC g 3 W b m b N A .1 -ro m -2 rq r r - r R k gl k :9 -2 :Z 233 b b b gb N89 44'59"E 58.00 80 0 0 00 e = FU2 U) Z . : Z U) 7 1,177 SF g ¢1. :0.0270 AC g I- 27,47 18.29' 18.29'32.45'32.46'18.29'18.29'37.46 589-44'59"W 203.00'589-44'59"W 58.00 2 1 M 1 8' UTILITY EASEMENT GRANTED - BY THIS PLAT 589 44'59"W 104.44' 6' UTILITY EASEMENT HEREBY GRANTED BY THIS PLAT 13 4 -g LOT 125,534 SF E0.1270 AC ' 08 1,061 SF -g TRACT E 0.0244 AC 9 S89-44'59"W 203.00' N89·44'59"E 58.00'TRACT E |<C 27 47'18.29' 18.29'32 45'32.46'18.29'18.29 37.46' 1,177 SF g 9,574 SF9 0.0270 AC g 0.449 AC - 0 0 0 0 00 . g . N E Al k hik *6 4 :1 bk 03 £Imm @M W @E : 5% : 03* 88 : 93 :N89 44'59"E 58.00' 'M 06 N O .P 0 * p I Id -O W 2 4 6 W =6 2 N o * ., 4- . "-' 2 :€ 2 4 2 m a 6 06 - 5 {IN 6 4 P m m 0 . h b Ul LI2,248 SF 8 8 bbb b § 8 0 0 -b O 010 0.0516 AC R P ° °8 00 Z 0 1 0 Z Z 10 02 (01 S89-44'59"W 104.40 1E LOT 11 14 w 5,533 SF k 0.1270 AC 300 IE 8' UTILITY EASEMENT HEREBY GRANTED , 8 BY THIS PLAT.11 CURVE TABLE CURVE DELTA RADIUS LENGTH CHD BRG CHD DIST Cl 90'00'00 7.50'11.78'S45'15'01"E 10.61 C2 71·40'56"17.50'21.89' S35'35'28"W 20.49 C3 37·02'45"12.50 8.08'N71'54'12"W 7.94 C4 90'00'00 10.00'15.71'S44-44'59"W 14.14 C5 90'00'00"10.00'15.71' 545'15'01 E 14.14 C6 90'00'00 10.00'15.71'544*44'59"W 14.14 C7 90'00'00 10.00'15.71'S4515'01 E 14.14 58.00'30.00'37.47 18.29'18.29' 32.45 32.46'18.29'18.29'37.46 S89'44'59"W 104.37 12.50' . N89'32'53"E 138.96' WEST 53RD PLACE 26 50'(42' IDE PUBLIC ROW)26.50' HEREBY DEDICATED BY THIS PLAT 93Zq„_0992'53"E 340.00'--4 W 589-32'53"4 40.00' o N 89·32'53"E 340.00'-1 ___ - 9373 LOT 10 1 IA 15 50' .A N89-32'53"E 265.96'F02375'01·w TRACT C 1,567 SF 0.036 AC (99' S89'32'53"W 273.50' -5.75' SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 LOT 9 TRACT D n 21,921 SF 21 8 0.503 AC N 200' 10'40' bul k I SCALE =20' 43 8 d43,760 SF z @3 1.0046 AC I ,@ ER. LOT LINE HEREBY DEDICATED BY THIS BY THIS PLAT LOT 8 1060 >0 0 1 I FOR REVIEW E W.S89'32'53"W |8-04 FOR AND ON BEHALF OFAZTEC CONSULTANTS, INC 273.50' U 589'32'53"W 422.75' 26 50' 937. 26 50 - 1- PROPOSED CONDITIONSL.-1 MIDDLF PORTION SEE SHEET 5 REVISION BLOCK INITIAL- PREPARATION FlRST REVISION SECOND REVISION 96.25 5/9/18 6/12/18 7/20/18 *AZ 1 EC /-- CONSULTANTS, INC. AzTec Prok No_ 548*-17 +300/,tInerall.%/ 1 I....ton, Coloral' 30,22 Phon: (303 713·189N Fal: (.103)713-1897.w.Izteccons/-/.com Drawn By NAK DEVELOPER CDL HOMES, INC. (A COLORADO COMPANY) WONDERLAND HOMES 8246 NORTHFIELD BLAD BUILDING J, SUITE #2600 DENVER, CO 80238 DATE OF PREPARATION:2018-05-09 SCALE:1'-20' SHEET 5 OF 6 9.20' 0 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 4 01 TRACT D 43 21,921 SE S89'32'53"W 043,760 SF 0.503 AC 8.003\tn 1.0046 AC 273.50'26.50' 937. 26.50' - U' 96.25 U U 0 589'32'53"W 422.75' LOT 7 TRACT F -12.181 SF 0.050 AC LOT 6 CURVE TABLE SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 CURVE DELTA RADIUS LENGTH CHD BRG CHD DIST Cl 90-00'00 7.50 11.78'S45'15'01"E 10.61 C2 71 40'56 17.50 21.89'535'35'28"W 20.49 CJ 37·02'45-12.50'8.08'N71·54'12"W 7.94 C4 90-00'00 10.00'15.71'S44-44'59"W 14.14 C5 90'00'00 10.00'15.71'545'15'01"E 14.14 C6 9000'00 10.00'15.71'S44*44'59"W 14.14 (7 90·00'00 10.00'15.71'S45'15'01"E 14.14 LOT 5 LOT 4 N 0.10' 20' SCALE: C [OT 3 40' 20 WEST 53RD AVENUE g-------------- 4-S89'32'53"W 7.69'--- ----- ----7 I '0888 I LOT 1 FOR AND ON BEHALF OF i I AZTEC CONSULTANTS, INC OUNL RIDGE ESTATES | PROPOSED CONDI BONS1 1 SOUTH PORTIONRESUBDIV190NREC NO. 2015098618 | O | REVISION BLOCK DATE OF (ZONED PRO)col DEVELOPER PREPARATION:2018-05-09L------------ -2 INIn AL PREPARATION 300 EMMInerallie Sui'e ! % 1,,tl]*.Inlor»dii 30122 CDL HOMES, INC. (A COLORADO COPORATION)1 1 1 -FIRST REVISION \ZTEC-hone.03>7111-8 -- ______ SECOND REVISION CONSULTANTS. INC.FB:(303)713-1897 WONDERLAND HOMES SCALE·1'-20 E-----_-_ 7 www.,zucionsultints.com 8246 NORTHFIELD BLVD BUILDING J, SUITE #2600| Drawn By NAK DENVER, CO 80238 SHEET 6 OF 6 AzTE Prot No_ 54818-17 5/9/18 6/12/18 7/20/18 QUAIL RUN CIVIL CONSTRUCTION DRAWINGS A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. PROJECT TEAM WATER DISTRICT Valley Water District 12101 W 52nd Ave Wheat Ridge. Colorado 80033 303.424.9661 voice Contact: Tim Cessar Email v.waterdist_hm@comcastnet SANITATION DISTRICT Clear Creek Valley Sanitation Distnct 5420 Harlan Street Amada. Colorado 80002 303.424.4194 voice Contact: Bill Willis Email. bwillis@mart,nmart,n.corn ELECTRIC Xce! Energy 555 Zang Street. Suite 250 Lakewood. Colorado 80228 Contact Shaun Hughes Email· shaun.m. hughes@xcelenergy.corn NATURAL GAS Xcel Energy 555 Zang Street. Sulte 250 Lakewood Colorack] 80228 Contact: Shaun Hughes Email shaun m hughes@xcelenergy.com TELEPHONE Century Unk 5325 Zuri Street. Rm 728 Denve(. CO 80221 303 451 4835 vo,ce Contact. Gretchen Myerett Email: Gretchen. Myerett@centuryline.com FIRE Arvada Fire Protection District 7903 Allison Way Nvidia. CO 80005 720.398.0297 voice Contact: Kevin Ferry, Fire Marshal Email gfletcher@swacfire.com DEVELOPER Wordefland Homes 8246 Northfield Bouldevard Denver, Co 80238 303567.7636 volce Contact:Kdby O'Herron Email OHErron@wonderlandhomes.corn CIVIL ENGINEER Redland 1500 West Canal Court Littleton, Colorado 80120 720.283.6783 voice Contact: Trav!s Frazier, P.E. Email· tfrazier@redland.corn ARCHITECT DTJ Design 3101 Ins Avenue. Suite 130 Boulder. Co 80301 303 443 7533 voice Contact David Williams Email: chvill,ams@dtjdes,gn.com LANDSCAPE ARCHITECT Redland 1500 West Canal Court Littleton, Colorado 80120 720 283 6783 vace Contact Susan Wade Email:swade@redland.com SURVEYOR Aztec Consultants. Inc 300 East Mineral Avenue, Suite 1 Littleton. Colorado 80122 720 836 6111 voice Contact Derek Brown. PLS Email: dbrown@aztecconsultants.com COVER SHEET 1-- Al t---- 1 dz/3/1- ir- 2 21. 3-4 L ..IN. 1 : 111 CO.. VICINITY MAP 1" = 2000' SITE 21,1-1 1 )9{¥Mltch' 1 SHEET NUMBER Cl.0 Clo.0 Clo.1 C10.2 C10.3 C10.4 C10.5 Cl.1 Cl.2 Cl.3 C2.0 C3.0 C4.0 C4.1 C4.2 C5.0 C5.1 C6.0 C7.0 (7.0 C7.1 C7.2 C7.3 C7.4 C7.5 C7.6 C7.8 C8.0 C8.1 C9.0 INDEX OF SHEETS U SHEET TITLE COVER SHEET GENERAL NOTES AGENCY GENERAL NOTES TYPICAL SECTIONS EXISTING CONDITIONS OVERALL SITE PLAN EROSION CONTROL PLAN - INITIAL EROSION CONTROL PLAN - INTERIM EROSION CONTROL PLAN - FINAL OVERLOT GRADING PLAN DETAIL GRADING PLAN OVERALL UTILITY PLAN QUAIL STREET - PLAN AND PROFILE (WHEAT RIDGE) QUAIL STREET - PLAN AND PROFILE (ARVADA) QUAIL STREET - PLAN AND PROFILE (ARVADA) W. 53RD DRIVE - PLAN AND PROFILE KNUCKLE - PLAN AND PROFILE PIERSON COURT - PLAN AND PROFILE W. 53RD PLACE - PLAN AND PROFILE ALLEY 1 - PLAN AND PROFILE 8Z ALLEY 2 & ALLEY 3 - PLAN AND PROFILE RAMP DETAILS 0 POND GRADING PLAN =i J J POND DETAILS .I W/ STRIPING AND SIGNAGE :r . SITE DETAILS :&k SITE DETAILS 3#0 gg SITE DETAILS SITE DETAILS STORMDETAILS c STORM DETAILS L91# 1 Z z C D: J F 25 IR¥473©E3 5-00+l»-L BENCHMARK Know what's below.NGS -0 165*. PID KK0639.SHEET Ca|| before you dig.ELEVATION: 5403.59· (NAVD 88 DATUM). 0 CHECKED APPROVED PROJECT NO 18005 - 31¥OS Z.O.-2 31VOS lull Cl.0 201818005 - Quaii Run\CADD\Sheet SelsICD)1(1 0 COVER SHEET dwg tab 310 COVER SHEET Aug 03. 2018 - 1 41 prn roglesby -- 1500 Wesl Canal Court k--15-ila!1a21!121!la Littleton. Colorado 80120 ENGINEER'S NOTES 1. PROJECT CONTROUBENCHMARK NGS -Q 165». PID KK0639 ELEVATION = 5403.59' (NAVD 88 DATUM). ALL ELEVATIONS SHOWN ON THESE PLANS ARE REFERENCED TO THE PROJECT BENCHMARK HORIZONTAL CONTROL. INCLUDING THE BASIS OF BEARING. SHALL BE IN ACCORDANCE WITH THE FINAL SUBDIVISION PLAT FOR THIS PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE PROJECT BENCHMARK AND OTHER SURVEY MONUMENTS AND SHALL HAVE A REGISTERED LAND SURVEYOR TIE OUT AND RESET ANY PROPERTY CORNERS OR SECTION CORNERS PLANNED TO BE DISTURBED BY CONSTRUCTION OF THIS PROJECT THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY INADVERTENTLY DISTURBED OR DAMAGED MONUMENTS AND SHALL HAVE THEM REESTABLISHED AND REPLACED BY A REGISTERED LAND SURVEYOR. 3. THE CONTRACTOR SHALL COMPLY. AND PERFORM WORK IN ACCORDANCE. WITH THE REQUIREMENTS OF THE GEOTECHNICAL (SOILS) REPORT(S) PREPARED FOR THIS PROJECT. GEOTECHNICAL INFORMATION FOR THIS PROJECT IS BASED ON THE REPORT (add report title, date, and author). IN THE EVENT OF A DISCREPANCY BETWEEN THE GEOTECHNICAL REQUIREMENTS AND JURISDICTIONAL REQUIREMENTS. THE MORE STRINGENT REQUIREMENT SHALL BE FOLLOWED THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND GEOTECHNICAL ENGINEER IN THE EVENT THAT A DISCREPANCY OCCURS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A QUALIFIED TESTING LABORATORY TO PERFORM ALL COMPACTION TESTING, ASPHALT TESTING, CONCRETE TESTING, AND ANY OTHER TESTING AS MAY BE REQUIRED TO COMPLETE THE WORK TESTING RESULTS MUST BE SUBMITTED FOR ALL PHASES OF THIS PROJECT PER THE APPLICABLE GOVERNING AGENCIES REQUIREMENTS 5. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE (1) SET OF ·REDLINED- PRINTS OF THE CONSTRUCTION PLANS. THE ·REDLINED PRINTS SHALL BE KEPT CURRENT TO ACCURATELY REPRESENT THE DIMENSIONS AND LOCATIONS OF ALL WORK PERFORMED BY THE CONTRACTOR, THE CONTRACTOR MUST PRESENT THE ·REDLINED- PRINTS TO THEE ENGINEER (REDLAND) TIMELY UPON COMPLETION OF EACH PHASE OF THE WORK 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF ANY PROBLEMS OR POTENTIAL PROBLEMS IN CONFORMING TO THE DESIGN LINE AND GRADE FOR ANY ELEMENT OF THE CONSTRUCTION PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS. 7. IN THE EVENT THE CONTRACTOR ALLOWS. AUTHORIZES,APPROVES OR CONSTRUCTS ITEMS THAT DIFFER FROM THE APPROVED PLANS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, WITHOUT WRITTEN APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LIABILITY ARISING FROM SUCH CHANGES 8 THE CONTRACTOR SHALL PERFORM ALL WORK ACCORDING TO ALL CITY, COUNTY. STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS.IN PARTICULAR. THE TRENCHING AND OPEN EXCAVATION OPERATIONS SHALL COMPLY WITH ALL CURRENT O S.HA REGULATORY REQUIREMENTS. 9. THE CONTRACTOR SHALL BE RESPONS18LE FOR PROVIDING SAFEGUARDS. SAFETY DEVICES, PROTECTIVE EQUIPMENT, AND ANY OTHER NEEDED ACTION TO PROTECT THE LIFE. HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SITE CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROTECTION OF PROPERTY.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ONLY TO WORKING HOURS. THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNING JURISDICTION HARMLESS FOR ANY AND ALL LIABILITY. IN CONNECTION WITH THE PERFORMANCE OF WORK, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER. THE ENGINEER OR THE GOVERNING JURISDICTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE, PASSABLE ACCESS TO PRIVATE PROPERTIES ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 12. THE TYPE, SIZE. LOCATION, AND NUMBER OF UNDERGROUND UTILITIES ARE APPROXIMATE WHERE SHOWN ON THE PLANS AND WERE TAKEN FROM RECORDS OF THE CONTROLLING AGENCIES AND/OR FROM MARKINGS IN THE FIELD BY AN AGENCY AND/OR UTILITY LOCATING CONTRACTOR THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR COMPLETENESS OR ACCURACY.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK AND PARTICIPATE IN THE RESOLUTION OF ANY CONFLICTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION 13. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR THE LOCATION OF UNDERGROUND GAS.ELECTRIC AND COMMUNICATION UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (CALL 811 OR 1-800-922-1987). THE CONTRACTOR SHALL ALSO NOTIFY OTHER APPLICABLE UTILI·TY COMPANIES TO OBTAIN FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ENGINEER'S NOTES (CONTD) 14. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 15. TEMPORARY EROSION CONTROL MEASURES SHALL BE PROVIDED BY THE CONTRACTOR DURING CONSTRUCTION AS IDENTIFIED IN THE EROSION CONTROL AND/OR STORMWATER MANAGEMENT PLANS MAINTENANCE OF ONSITE DRAINAGE AND EROSION CONTROL FACILITIES DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THE REMOVAL OF TEMPORARY EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HOWEVER, REMOVALS SHALL NOT OCCUR UNTIL THE GOVERNING JURISDICTION HAS GIVEN APPROVAL TO REMOVE ANY OF THE MEASURES, 16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC OR PRIVATE STREETS OF MUD AND DEBRIS, DUE TO CONSTRUCTION ACTIVITIES. ON A DAILY BASIS OR AS DIRECTED BY GOVERNING JURISDICTION PERSONNEL 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ANY DAMAGED EXISTING IMPROVEMENTS INCLUDING. BUT NOT LIMITED TOI PAVEMENT. CURB AND GUTTER. SIDEWALK. LANDSCAPING. IRRIGATION, SIGNAGE. STRIPING. AND UTILITIES, 18. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR ·STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.FOR INFORMATION. CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION. WQCD-PE-82. 4300 CHERRY DRIVE SOUTH, DENVER. COLOFU\DO. 80246-1530, ATTENTION PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-3590. 19 IF DEWATERING IS TO BE USED TO INSTALL UTILITIES OR CONSTRUCT IMPROVEMENTS, A STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT IS REQUIRED IF DISCHARGE IS INTO A STORM SEWER. CHANNEL. IRRIGATION DITCH. OR ANY WATERS OF THE UNITED STATES. 20. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES THE APPROPRIATE EDITION OF THE GOVERNING JURISDICTION DESIGN AND CONSTRUCTION STANDARDS. ONE SET OF APPROVED CONSTRUCTION PLANS. THE STORMWATER MANAGEMENT PLAN.AND ALL REQUIRED PERMITS 21. ALL STREET. SANITARY SEWER, STORM SEWER AND WATERLINE CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE APPLICABLE GOVERNING LOCAL AGENCY CURRENT AT THE DATE OF CONSTRUCTION PLAN APPROVAL. FOR ELEMENTS OF WORK NOT COVERED BY LOCAL AGENCY STANDARDS AND SPECIFICATIONS, ALL CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE EDITION OF THE STANDARDS AND SPECIFICATIONS OF THE COLORADO DEPARTMENT OF TRANSPORTATION. THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT. AND INDUSTRY STANDARDS AS APPLICABLE. REQUIREMENTS OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. THE ENVIRONMENTAL PROTECTION AGENCY AND THE U.S. ARMY CORPS OF ENGINEERS. SHALL ALSO BE FOLLOWED AS THEY RELATE TO THE WORK 22 THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT A TRAFFIC CONTROL PLAN- RELATED TO ALL CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ALL TRAFFIC CONTROL DEVICES, STRIPING, AND SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 23 ALL STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED. CENTERLINE. RIGHTS-OF-WAY (R O.W.). PROPERTY LINE. AND EASEMENT DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINAL SUBDIVISION PLAT FOR PROJECT HORIZONTAL CONTROL. 24. ALL ELEVATIONS IN PLAN VIEW ARE ALONG FLOWLINE UNLESS OTHERWISE NOTED. WHERE SHOWN. TC· REPRESENTS TOP-OF-CURB ELEVATION ALONG CURB AND GUTTER OR BACK-OF-WALK ELEVATION ALONG COMBINATION CURB. GUTTER AND WALK. 25. CROSS PANS ARE 8-FEET IN WIDTH UNLESS OTHERWISE NOTED. 26. WATER MAIN LENGTHS ARE FROM CENTER OF FITTING (EXCLUDING GATE VALVES) TO CENTER OF FITTING UNLESS OTHERWISE NOTED. 27. STORM AND SANITARY SEWER MAIN LENGTHS ARE FROM CENTER OF STRUCTURE/MANHOLE TO CENTER OF STRUCTURE/MANHOLE. SANITARY SEWER AND STORM SEWER MANHOLES ARE 4-FOOT DIAMETER UNLESS OTHERWISE NOTED, 28. STORM INLET STATIONING/OFFSET REFERENCE IS AT THE INTERSECTION OF FLOWLINE AND THE CENTER OF STRUCTURE. 29. STORM INLETS LOCATED ALONG CURB SHALL BE CONSTRUCTED WITH TOP OF BOX AT SAME GRADE AS EXTENDED TOP-OF-CURB GRADE. UNLESS OTHERWISE NOTED. 30. THE CLIENT. CONTRACTOR AND SUBCONTRACTOR SHOULD IMMEDIATELY NOTIFY THE CONSULTANT OF ANY CONDITIONS OF THE PROJECT THAT THEY BELIEVE DO NOT COMPLY WITH THE CURRENT STATE OF THE ADA AND/OR FHAA EXISTING LEGEND PROPERTY LINE - - R.OW. - LOT UNE - EASEMENT LINE - - --- SECTION LINE - - ROAD CENTERLINE EDGE OF PAVEMENT CURB AND GUTTER p·.· '·· ··· ··· h...· CONCRETE -X- - -X- - FENCE RETAINING WALL WATER LINE ---- -RW- ------RAW WATER LINE - -Np- - NON-POTABLE WATER LINE - -IRR- -IRRIGATION LINE SANITARY SEWER @-- ->- - STORM SEWER ELECTRIC LINE -G- - -G- - GAS LINE - -T- - -T-- - TELEPHONE LINEE - -FO- - FIBER LINE ---OH-- -OVERHEAD ELECTRIC LINE -TV--- CABLE TELEVISION ------5280 -----CONTOUR MAJOR -------5281.------ CONTOURMINOR ---- -1(JO YA- -100YR FLOOD PLAIN --FEMA- -FEMA FLOOD PLAIN -FHAD- ---FLOOD HAZARD AREA DELINEATION - -USWL- -WATERSOFTHEU.S. PROPOSED LEGEND PROPERTY LINE R.O.W LOT LINE SETBACK EASEMENT ROAD CENTERLINE CURB AND GUTTER (CATCH) YE¥™E¥3¥3¥EYZY CURB AND GUTTER (SPILL) STORM SEWER 3 3 SANITARY SEWER TRENCH DRAIN W WATER UNE IRR IRRIGATION LINE - NP NONPOTABLE WATER LINE RAW WATER LINE MANHOLE wi DIA (FT.) .. INLET FLARED END SECTION 4 WATER BEND + WATER CROSS e WATER TEE . WATER REDUCER i®i WATER VALVE FIRE HYDRANT 3].PLUCWCAP SANITARY SEWER SERVICE (* INDICATES NON-TYPICAL LOCATION) - WATER SERVICE (· INDICATES NON-TYPICAL LOCATION ) e UTILITY CROSSING UNDERDRAIN w/ SIZE (IN.) RETAINING WALL - 5280- CONTOUR MAJOR - 5281 -CONTOUR MINOR 58173 SPOT ELEVATION SLOPE ARROW (41 MAX UNLESS NOTED OTHERWISE) -·-·-,-·-,-,-,- LIMITS OF CONSTRUCTION / SAWCUT ********* PEDESTRIAN ACCESSIBLE ROUTE LOT TYPE h.__..,_.-4 LINE OF SIGHT Il-I- OVERFLOW ARROW ABBREVIATIONS MASTER REVISION / TRACKING TABULATION ABC AGGREGATE BASE COARSE NUMBER DATE DESCRIPION SHEETS REVISED ARV AIR RELEASE VALVE BB MH BOX BASE MANHOLE BC BUILDING CORNER BFE BASEMENT FLOOR ELEVATION BO.P BOTTOM OF PIPE (ELEVATION) BW BOTTOM OF WALL CATV CABLE TELEVISION CL CENTERLINE CMP CORRUGATED METAL PIPE .<1 ECONCCONCRETE11 0 DE DRAINAGE EASEMENT i.* E , DIA DIAMETER CA g DIP DUCTILE IRON PIPE DW DOMESTIC WATER E EAST EC END CURVE RETURN EG EXISTING GRADE/GROUND ELEC ELECTRIC OR ELECTRICAL ELEV ELEVATION EOP EDGE OF PAVEMENT ESMT EASEMENT EX.EXISTING FFE FINISH FLOOR ELEVATION FG FINISHGRADE FL FLOWLINE FM FORCE MAIN FO FIBER OPTIC G.E.GAS EASEMENT GB GRADE BREAK GFE GARAGE FINISH FLOOR GM GAS METER HDPE HIGH DENSITY POLYETHYLENE PIPE e HP HIGH POINT IBV INLINE BUTTERFLY VALVE INV INVERT (ELEVATION) IRR IRRIGATION ' ' L LEFT LF LINEAR FEET/FOOT LP LOW POINT MAX MAXIMUM ME MATCH EXISTING MH MANHOLE U> MIN MINIMUM 5 N NORTH PC POINT ON CURVE PCC POINT OF COMPOUND CURVE M M PCR POINT OF CURVE RETURN im PL PROPERTY LINE :@ :9 PRC POINT OF REVERSE CURVE -- PROP.PROPOSED .P - Z PT POINT OF TANGENCY . 0 0 PVC POLWINYL CHLORIDE PIPE :2™ R RADIUS OR RIGHT 0%: R.O.W.RIGHT OF WAY RCP REINFORCED CONCRETE PIPE S SOUTH SIDEWALK. DRAINAGE. AND COS.D.M.E.MAINTENANCE EASEMENT _ SIDEWALK AND MAINTENANCES.M.E.EASEMENT SWE SIDEWALK EASEMENT SD STORM DRAIN D U SS SANITARY SEWER O , SSMH SANITARY SEWER MANHOLE STA STATION zE g DZ L STM STORMWATER 05 O STM MH STORMWATER MANHOLE = II - TBC TOP BACK OF CURB 20 TBW TOP BACK OF WALK DJ 0 TC TOP OF CURB CE u TOF TOP OF FOUNDATION CO - T.OP.TOP OF PIPE (ELEVATION)Z - TIN TOP OF WALL O U TYP TYPICAL Ec U.E UTILITY EASEMENT - VC VERTICAL CURVE - 0 W WEST WL WATERLINE WM WATER METER WV WATER VALVE SHEET Cl.1 Z u!608 sa:eld 3' LU ONAL 0 CHECKED APPROVED PROJECT NO 18005 - 31'OS ZUOH - 31¥OS'llaA I 1018118005 Quall RunECADD\Snee[ Sets\C[)\Cl 0 COVER SHEET ovig tab Cl 1 GENERAL NOTES Aug 03,2018 - 1 41 pm roglesby 1500 Wes Cand Court I Illl,·(*I. Cr,lorM,lo 80170 ) CITY OF WHEAT RIDGE GENERAL NOTES FOR PRIVATE DEVELOPMENT 1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT RIDGE ("CIrr) ENGINEERING REGULATIONS AND DESIGN STANDARDS. IF NO CITY STANDARD EXISTS, THE COLORADO DEPARTMENT OF TRANSPORTATION M-STANDARDS SHALL APPLY, 2, AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S UCENSE ARE REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. ANY WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 3, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER AND CITY INSPECTOR OF ANY PROBLEM ENCOUNTERED WHICH WOULD ALTER THE ORIGINAL DESIGN OR CAUSE NON-CONFORMANCE WITH THE ORIGINAL APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE CITY'S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENIS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE CITi OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE ORIGINAL APPROVED PLANS OR APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED PER THE APPROVED PLANS 5. UTILITY NOTIFICATION CENTER- THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL CO811 AT 1.800.922.1987. 6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE PUBLIC IMPROVEMENTS. 7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, VALVE COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. 8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES. FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IMPACTED BY THIS ACCESS, 10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURB/SIDEWALK LINE WHEN ALLOWED BY THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILABLE FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, CURB, GUTTER AND SIDEWALK WHEN CONNECTIONS ARE MADE, 11. UPON COMPLETION OF THE PUBLIC IMPROVEMENTS THE CONTRACTOR SHALL FURNISH "AS-BUILT" PLANS {RECORD DRAWINGS) PRIOR TO FINAL ACCEPTANCE OF THE WORK AND ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY/COMPLETION. THE AS-BUILT PLANS SHALL BE AS FOLLOWS: a. 1 HARDCOPY, SIGNED & SEALED BY THE ENGINEER-OF-RECORD. IS TO BE DELIVERED ON 24" X 36" BOND PAPER, AND b. 1 SCANNEDPDFOFTHESIGNED&SEALEDHARDCOPY, AND c. 1 ELECTRONIC AUTOCAD DWG FILE FORMAT. (ALL SHX AND EXTERNAL REFERENCE FILES MUST BE INCLUDED PRIOR TO ACCEPTANCE). 12 AS-BUILT PLANS SHALL INCLUDE ALL OF THE FOLLOWING ELEMENTS THAT APPLY TO THIS PROJECT: a. STREETS: CROSS-SECTIONS AT REGULAR STATIONS AND OFFSETS AS ESTABLISHED BY THE DEPARTMENT OF PUBLIC WORKS SHALL BE PROVIDED. b. DETENTION POND: SUFFICIENT SPOT ELEVATIONS FOR THE ENGINEER-OF-RECORD TO DETERMINE THE PROPERPOND VOLUME. c. STORM SEWER: ELEVATIONS ARE TO BE INCLUDED FOR, BUT NOT LIMITED TO, MANHOLES (PIPE INVERTS & RIM), DROP INLETS (FL GRATE AND INVERTS), OUTLET STRUCTURE(S), TRICKLE CHANNEL{S), FES, HEADWALLS AND OTHER DRAINAGE-RELATED STRUCTURES. d. LIGHTING: THE LOCATION OF ALL STREETLIGHTS, PEDESTRIAN LIGHTS, PULL-BOXES, AND ELECTRIC METERS. e. SIGNS: ALL REGULATORY SIGNAGE WITHIN THE PROJECT SHALL BE LOCATED ON THE PLANS. f. IRRIGATION: THE LOCATION SHALL BE PROVIDED FOR ANY IRRIGATION CONTROLLER BOXES, SPRINKLER HEADS, AND SPRINKLER VALVES THAT ARE TO BE MAINTAINED BY THE CITY. CITY OF WHEAT RIDGE GENERAL NOTES FOR PRIVATE DEVELOPMENT (CONT.) 13. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT 303.235.2861 AT LEAST TWENIY FOUR(24) HOURS PRIOR TO THE DESIREDINSPECTION. 14, NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESIGNED TO SERVE THE STREET AND/OR DEVELOPMENT HAVE BEEN COMPLETED. 15. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAVEMENT. MONUMENT HARDWARE AND RANGE BOXES WILL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST (303.235.2861). 16. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR SEVEN (7) DAYS AFTER GRADING IS SUBSTANTIALLY COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). THIS MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. 17. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL BE TEMPORARILY SEEDED WITHIN SEVEN (7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS OR STRAW MULCH AND TACKIFIER, AND ANCHORED IN ACCORDANCE WITH CITY OF WHEAT RIDGE SEEDING AND EROSION CONTROL REQUIREMENTS. 18. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS OF CONSTRUCTION AND NO LESS THAN 100-FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE SIZED TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWABLE STOCKPILE SIDE SLOPES OF 3 (HORIZONTAL) TO 1 (VERTICAL) CONSTRUCTION. 19. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN THIRTY {30) DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF THE SITE, OR TO DISTURBED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MORE THAN THIRTY (30) DAYS. 20. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION, AND SHALL BE INSTALLED IMMEDIATELY PER INSTRUCTIONS OF THE CITY INSPECTOR. 21.IF THE AREA OF DISTURBANCE FOR THE PROJECT IS GREATER THAN AN ACRE IN SIZE, EVEN IF THE PROJECT IS TO BE COMPLETED IN PHASES, REFER TO THE APPROVED STORMWATER MANAGEMENT PLAN (SWMP) FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. 22 THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 23, NOTICE TO CONTRACTOR IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY.REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE 08TAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK). 24. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF WHEAT RIDGE PUBLIC WORKS AT 303.235.2861. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL APPLICABLE UTILITY DITRICTS FOR THIS MEETING. JEFFERSON_COUNTY STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR MUST NOTIFY THE JEFFERSON COUNTY DIVISION OF TRANSPORTATION AND ENGINEERING (303.271.8495) AT LEAST THREE DAYS PRIOR TO STARTING CONSTRUCTION. 2 ALL GRADING. EROSION, AND SEDIMENT CONTROL MUST CONFORM TO APPROVED PLANS. REVISION TO LAND DISTURBANCE AREAS, SLOPES, AND/OR EROSION AND SEDIMENT CONTROL MEASURES ARE NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE JEFFERSON COUNTY PLANNING AND ZONING DIVISION. FIELD MODIFICATIONS TO AN EQUIVALENT BMP THAT DOES NOT AFFECT THE SITE HYDROLOGY AY BE APPROVED BY JEFFERSON COUNTY TRANSPORTATION AND ENGINEERING STAFF. 3. THE APPROVED PLANS ARE VALID FOR TWO (21 YEARS FROM THE DATE OF APPROVAL FROM JEFFERSON COUNTY. 4. THE LANDOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AT LEAST 10 DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES FOR LAND DISTURBANCE AREAS OF ONE ACRE OR GREATER. THE PERMIT MUST BE KEPT CURRENT THROUGHOUT THE CONSTRUCTION PROCESS 5. EROSION CONTROL BMPS MUST BE INSTALLED PRIOR TO GRADING ACTIVITIES. 6. APPROVED EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THE PROJECT. AT A MINIMUM, THE PROPERTY OWNER OR CONTRACTOR SHALL INSPECT ALL BMPS IN ACCORDANCE WITH THE APPROVED PLANS. ALL NECESSARY MAINTENANCE AND REPAIR ACTIVITIES SHALL BE COMPLETED IMMEDIATELY. ACCUMULATED SEDIMENT AND CONSTRUCTION DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED. 7. ALLTOPSOIL MUST BE SALVAGED, SEGREGATED, AND STOCKPILED SEPARATELY FROM THE OVERBURDEN. TOPSOIL AND OVERBURDEN MUST BE REDISTRIBUTED WITHIN THE GRADED AREA AFTER ROUGH GRADING TO PROVIDE A SUITABLE BASE FOR AREAS THAT MUST BE SEEDED AND PLANTED. RUNOFF FROM THE STOCKPILED AREA MUST BE CONTROLLED TO PREVENT EROSION AND SEDIMENTATION OF RECEIVING WATERS. 8. SOILS THAT ARE STOCKPILED FOR MORE THAT THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION 9. THE LANDOWNER AND/OR CONTRACTOR MUST IMMEDIATELY TAKE ALL NECESSARY STEPS TO CONTROL SEDIMENT DISCHARGE. 10.SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN 30 DAYS TO DISTURBED AREAS, WHICH MAY NOT BE AT FINAL GRADE, BUT WILL BE LEFT DORMANT FOR LONGER THAN 60 DAYS. 11.IF APPLICABLE, THE FOLLOWING NOTE SHALL BE COMPLETED: TEMPORARY VEGETATIVE COVER CONSISTING OF (SPECIES/VARIETY)(MIX NOTED BELOW) MUST BE (DRILL) (HYDRO_)(BROADCAST) SEEDED AT POUNDS PURE LIVE SEED PER ACRE. MULCH CONSISTING OF , APPLIED AT A RATE OF TONS PERACRE AND CRIMPED MUST BE USEDTOSTABILIZETHEEXPOSED SURFACE. SOIL AMENDMENTS CONSISTING OF (SPECIFY TYPE) MUST BE INCORPORATED INTO THE SoiL TO A DEPTH OF - INCHES BELOW GRADE AT CUBIC YARDS PER 1,000 SQUARE FEET. PERMANENT VEGETATIVE COVER CONSISTING OF (SPECIES/VARIETY)(MIX NOTED BELOW) MUST BE (DRILL) (HYDRO_)(BROADCAST) SEEDED AT POUNDS PURE LIVE SEED PER ACRE. (TEMPORARY}(PERMANENT) SEED MIX SPECIES VARIETY %OF MIX MIN. LBS. PLS/ACRE 12.ALL DISTURBED SLOPES (UNLESS IN A COMPETENT ROCK CUT) GREATER THAN OR EQUAL TO 3:1 (H:V), FLOW LINES OF 5WALES, GUTTER DOWNSPOUTS, OR ADDITIONAL AREAS AT THE DISCRETION OF COUNTY STAFF, SHALL BE PROTECTED WITH AN EROSION CONTROL BLANKET OR EQUIVALENT BMP. 13.IF IT IS NECESSARY TO MOVE MATERIAL IN EXCESS OF 300 CUBIC YARDS AND/OR IN EXCESS OF 10,000 SQUARE FEET OF LAND DISTURBANCE AREA TO OR FROM ANOTHER UNINCORPORATED JEFFERSON COUNTY SITE, A GRADING PERMIT OR NOTICE OF INTENT (NOI) IS NECESSARY FOR THE OFF-SITE PROPERTY. IF THE MATERIAL IS MOVED TO A PROPERTY LOCATED WITHIN ANOTHER JURISDICTION, EVIDENCE IS REQUIRED THAT THE LOCAL GOVERNMENT HAS APPROVED THE GRADING OPERATION. 14 THE LANDOWNER AND/OR CONTIWTOR IS RESPONSIBLE FOR CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND PUBLIC FACILITIES DURING THE ENTIRE CONSTRUCTION PROCESS, 15.THE LANDOWNER AND/OR CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TO ENSURE THAT VEHICLES DO NOT TRACK OR SPILL EARTH MATERIALS ON TO STREETS/ROADS AND MUST IMMEDIATELY REMOVE SUCH MATERIALS IF THIS OCCURS. 16.THE LANDOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR CONTROLLING LITTER SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, AND SANITARY WASTE, AS APPLICABLE. IN ADDITION, SPILL PREVENTION AND CONTAINMENT BMPS FOR CONSTRUCTION MATERIALS, WASTE. AND FUEL MUST BE PROVIDED, AS APPLICABLE LOCATIONS OF STOCKPILES, CONCRETE WA5HOUT AREAS, AND TRASH RECEPTACLES MUST BE CLEARLY SHOWN ON THE PLANS. LITTERING IS DEFINED AND ENFORCEDBY CRS 18-4-511 17,FUGITIVE DUST EMISSIONS RESULTING FORM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE CONTROL TECHNOLOGY, AS DEFINED BY THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, AT THE TIME OF GRADING, 18.EARTH MATERIALS AND CONSTRUCTION SUPPLIES ARE TO BE STORED ON A CONSTRUCTION SITE STAGING AREA, AND ARE NOT TO BE STORED ON THE STREET OR SIDEWALK. LOCATIONS OF STOCKPILES, CONCRETE WASHOUT AREAS AND TRA5H RECEPTACLES ARE CLEARLY LOCATED ON THE PLANS. 19.THE JEFFERSON COUNTY PLANNING AND ZONING DIVISION, OR ITS AUTHORIZED REPRESENTATIVE, MAY MODIFY THE EROSION AND SEDIMENT CONTROL PLAN AS FIELD CONDITIONS WARRANT. VALLEY WATER GENERAL NOTES 1 FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREAD ON BOTH 2 7.- AND 4' NOZZLES. THE ONLY HYDRANT ACCEPTABLE TO THE DISTRICT IS THE WATEROUS PACER MODEL WS-67-250, WITH TWO-PIECE OPERATING NUT WITH WEATERSHIELD AND WITH BRONZE SHOE AND BRONZE SHAFT COUPLING WITH EPOXY COATED BOTTOM. 2, AFTER INSTALLATION, ALL NEW HYDRANTS SHALL BE PAINTED BY THE CONTRACTOR TOMATCH DISTRICT STANDARDS, THE CAPS SHALL BE PAINTED WITH SAFETY GREEN AND THE BODY WITH SAFETY YELLOW. THE PAINT SHALL BE DEVTHANE 379 UVA. THE PAINT CAN BE 08TAINED FROM OLD WESTERN PAINT CO, INC., 2001 WEST BARBERRY PLACE, DENVER, PHONE 303-825-5147. 3. ALL FITTINGS, FIRE HYDRANTS, VALVES AND MEGALUGS SHALL BE EPOXY COATED AND AFURNISHED WITH TEE HEAD BOLTS AS MANUFACTURED BY COR-BLUE, TEXIAN TEE HEAD BOLTS OR EQUAL. 4. THE CONTRACTOR SHALL FURNISH THE FOLLOWING MATERIALS FOR EACH SERVICE: SINGLESTRAP SADDLE FOR PVC F2O28 1 CORPORATION STOP j COUPLER FLARE TO FLARE FC22-23 THE TAP ON THE MAIN WILLBE MADE BY THE DENVER WATER DEPARTMENT ORTHECONTRACTOR. THE CONTRACTOR SHALL EXPOSE THE MAIN, PROVIDE PROPER ACCESS TO THE MAIN AND COORDINATE WITH THE DENVER WATER DEPARTMENT TO SCHEDULE NEW TAPS. THE PRICE FOR EACH SERVICE SHALL INCLUDE COST OF ALL EXCAVATION, BEDDING, COMPACTING BACKFILL, FURNISHING AND INSTALLING ALL MATERIALS, EQUIPMENT AND ALL OTHER LABOR FOR A COMPLETE INSTALLATION. ASPHALT OR GRASS AND SHRUBBARY REPLACEMENT SHALL BE INCLUDED IN THE COST. 5. SERVICE IN EXISTING VALLEY WATER MAINS MUST BE MAINTAINED AT ALL TIMES. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED AS-CONSTRUCTED DRAWINGS OF INSTALLATION, INCLUDING ACCURATE DISTANCES OF MAIN LINES, DEPTHS, FITTINGS, AND LOCATIONS OF VALVES, BENDS AND WATER HYDRANTS. 7. CONTRACTOR/OWNER SHALL SUBMIT CERTIFIED AS CONSTRUCTED DRAWINGS TO VALLEY WATER DISTRICT IN AUTOCAD FORMAT 2008 OR LATER. 8, DEWATERING, INCLUDING ALL PERMITTING IS CONTRACTOR'S RESPONSIBILITY.d 9. THE CONTRACTOR SHALL CERTIFY THE MAIN UNES AND ALL APPURTENANCES ARE FREE AND CLEAR OF All LIENS AND ENCUMBRANCES; FURNISH TO VALLEY WATER DISTRICT A WARRANTY BOND TO COVER ALL MAINTENANCE FOR TWO (2) YEARS FROM THE DATE OF CONSTRUCTION ACCEPTANCE OF THE MAIN LINES BY THE DISTRICT. 10.ALL EXISTING FIRE HYDRANTS, VALVES AND METERS THAT ARE REMOVED SHALL BE SALVAGED AND DELIVEREDTO THE WATER UTILITY AGENCY.Z 11.THESE CONSTRUCTION DRAWINGS HAVE BEEN PREPARED FOR WATER IMPROVEMENTS & 0ONLY, ALLOTHER INFORMATION IS SHOWN FOR GENERAL REFERENCE. 12.IT IS THE RESPONSIBILIn' OF THE CONTRACTOR TO PROTECT ALL EXISTING IMPROVEMENTS. CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS THAT ARE REMOVEDOR DAMAGED DUE TO CONSTRUCTION AND SHALL BE RESTORED TOORIGINAL CONDITION ATA MINIMUM. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 14.SHORT LENGTHS SHALL BE USED AS NECESSARY TO MAINTAIN THE CURVATURE WITHOUT EXCEEDING INDIVIDUAL DEFLECTIONS SPECIFIED BY THE MANUFACTURER. BENDS SHALL BE USED WHENEVER INDIVIDUAL DEFLECTIONS EXCEED THOSE SPECIFIED BY THE PIPE MANUFACTURER.E Z 15.CONTRACTOR SHALL REPLACE ANY FENCE REMOVED OR DAMAGED DURING CONSTRUCTION. 16 IF WATERLIN E IS CONSTRUCTED PRIOR TO PROPOSED GRADING ADDITIONAL PROTECTION MAY BE REQUIRED TO PREVENT FREEZING. COORDINATE WITH VALLEY WATER DISTRICT. 17.ALL VALVES SHALL BE OOPERATED BY VALLEY WATER PERSONNEL. 18.ALL FITTINGS AND VALVE BOXES SHALL BE MANUFACTURED IN THE UNITED STATES. - re '3201818005 - Cuad Run\CAD[)\S•,ee Sets\CD€1 0 COVER SHEET 01·,9 tab Cl 2 AGENCY GENERAL NOTES Aug 03 2018 - 1 41 pm roglesby UUMIL 1-TUIN 06 22.2018 CIVIL CONSTRUCTION DOCUMENTS 08 06.2018 2 2ND SUSMITTAL CHECKED TF APPROVED TF 14)1 1-) L/£\ IN 1 72 ]1!j! 3. PROJECT NO 18005 HORZ. SCALE NA / Where Great Places Begin AGENCY GENERAL NOTES VERT SCALE NA 0.283 6783 like 1500 West Canal Court KI-,I//IN/531//:81 little·on. Color//0 80170 t fN M 65 90 R.OW 1 z ACCESS ESMT / ROW UTILITY UTILITYX 13373 r-1 7 2,11ESMT.ESMT. =10·TEMP7 - MATCH EX- Glwt -\F SWALE2% 1 I 4 2_1 46' ACCESS ESMT T--13' 13'7 y-2% MATCH EX. GRADE Z u!638 s:De 20,-=54 VARIES 4:1 MAX LOT FINISH GRADE-- 25% MIN ('448!fl 1 1.51 PROPOSED OVERLOT GRADE , 53' FLAT 6· @ 4.1 CS, 6" VERTICAL CURB 6" VERTICAL C&G (TYPE 2) _ | W/2· PAN W/ SIDEWALKdo QUAIL STREET i 1 -191 0 FULL SECTION o0 3 11 W/O PARKING < 22 NORTH OF 53RD AVENUE | LL LL OO 1 1 0046'12.5' ACCESS ESMT / ROW R.O.W. 30' ¢ 2.5., 2,1*5-8.5-13 13' 1 " 4 21.2' I COMPACTED ROAD _ SUBGRADE QUAIL STREET- SOUTH OF W 53RD PLACE INTERIM SECTION W/ SWALE 50' x 90' SFD A LOT LOTS 4-9 19/ 1 -3/-FE2% . 6- VERTICAL CURB W/ 2' PAN 6· VERTICAL C&G (TYPE 2) _ W/ SIDEWALK 2. MIN §/8.- 1 L 90 8' UTILITY ESMT. LOT FINISH GRADE-IN,VARiES'2 59% MINI 1 881%'L ......................!ZOPOSED OVE.ELQI.GRA.DE................. 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LOT 14 -OH- - -OH X X DEMOLITION LINE - EASEMENT LINE - OVERHEAD UTILITY PROPOSED PROPERTY UNE STRUCTURE Ik may' 0 l i lli J 1 N l LOT 151 1 - -X- - -X- - FENCE MATCHLINE SEE BELOW RIGHT X IX 4< IX « tx IX I:'MI 8 1*1 1 11 1 4 I In--1* 4 1 41 IX REMOVE I® FENCE AS FAR SOUTH INECESSARY TO INSTALL-4 UTILITIES AND GRADING - · 11 i 1 0 r 11 IX EX IMPROVEMENTS WITHIN zz %*-PROPOSED BOUNDARY / / TO BE REMOVED EX 20 | DRA/NAGEESMT | a LOT 13 11% lit 1 10 / REMOVE 150 LF OVERHEAD | | ELECTRIC LINES (CONTRACTOR LOT 12M f TO COORDINATE WITH XCEU .i % - % - 07FER] 6*337/ -7- 1 1 5372OUA/L ST WHEAT RIDGE CO GREGORY R SKALLA LOT 11 EX. PRIVATE UTILITY 7 TO BE REMOVED | a0- i- FENCE TO BE REMOVED j e LOT 10 M m11 w L, v v w v v v ,/ v v y Y V Y X--*X*-X--XXX* XX 4 XX-*-XX *X- %-4% #* luXII'72/7/1 x 1-1 f- FENCE TO BE REMOVED 1 ¥-1113 1-1 LOT 9 3 5352 QUALL ST :11 /FENCE TO REMAIN EXISTING SIC(LINE ESTATES WHEAT RIDGE CO JOELLLUBKER DAWN R LUBKER j ////////AX* X-X /1 EX TREES WITHIN LIMITS ¥ 92)NSTRUCTION 20 BE REMOVED (TYP) FENCE TO BE REMOVED -- Q 1 EXISTING IRRIGATION / ' CHANNEL TO BE REMOVED / % (WANNAMAKER DITCH LATERAL #36 1 l HAS BEENI ABANDONED) \\ 0 EXISTING OVERHEAD f ELECTRIC POLEJ' ¤ 181 TO REMA 15 ACCESS EASER,iENy I 1 F 44///ho//, 111 X .LL 4 »In'91 u m@mg3Ew@b: 6%mg a I Z 4 k E %: {4 '10 G@ -N 9..4 :2=3AE 1 30---X 1 1 12 X e I MATCHLINE SEE BELOW LEFT 11 LOTB 11 LOT5 LOT 4 i i 1 COT, r' 1 LOT2 TO REMAIN FENCE TO BE REMOVED TO PROPERTY LINE LOT 8 :+ 9 1 4077·kREC. NO 5726 1 - ,L__--- __x -x- --- -x-*X-x*XXX- -** EX TREES \WITHIN LIMITS OF CONSTRUCTION TO BE REMOVED (TYP)£ I LOT 7 6ITI 5332 QUAIL ST TA Qclourno WHEAT RIDGE CO EXISTING CONDITIONS OUTSIDENX CHRISTOPHER B STR/CKLER PROPOSED BOUNDARY - MATCHLINE SEE ABOVE LEFT 20 40 SHEET 1[ 1 -9/1 1 , re' Know what's below. 0 82MATCHLINECa|| before you dig.(2.0 SEE ABOVE RIGHT SCALE: 1" = 40' 1:\2018\18005 - Quall Rufft(ADDSheet Sets\CDIC 2 0 EXISTING CONDITIONS dwl lal (2 0 E XISTiNG CONDITIONS Aug 03, 2018 . 1 41 pm roglesby 60 1 -7 X »m=#Mk 1 /11,-an. r/niado 80'70 CITY OF ARVADA J -3&1 5 BIKE LANE 65· R O.W. DEDICATION PER PLF.TA-%4-10 , | 7448· U.E f I I :1-4- 1 2 - TRACT Q SKYLINE ESTATES -W. 54TH AVENUE - FILING NO. 1 (RIGHT OF WAY VARIES)EXISTING LEGEND 1 PROPERTY LINE ---1 .1 1 -- R.O.W. 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NO. 572675. P. 15 W. 53RD PLACE J - TRACT C - -- -274 11 53&2QUM/L ST 1WHEATRjDGE CO JOELLLUBKER 43 04»NALUSKER 1NOT A PART 10' TEMPORARY GRADING / 'AND CONSTRUCTION | EASEMENT (BY SEPARATE DOCUMENT) S89°32'53"W 422.75' 5332 QUAIL ST WHEAT RIDGE CO CHRISTOPHER B STRICKLER 1 TRACT D -53'R.O.W.-4 6.5'--26.f·,1 1 .t: 20' 1 11 NO°16'48"W 277.98'- TRACT F ----_____ 111 LOTg LOTB COT, MATCHLINE SEE ABOVE RIGHT 1 1 -1-li g /11 ULOT) Y. 1 U ' ts89°32'53'·W 7.69' E11 E C D 2 05 g J 1- 26 U C C 11 SHEET LOT 2 N Know what's below. 1 (3.080 Ca|1 before you dig.SCALE: 1" = 40· 112018\18005 - Quail Run\CADD\Shee[ Sets\CDIC3 0 OVERALL SITE PLAN dw€] tab: C3 0 OVERALL S ITE PLAN Aug 03 Zprn roglest U.UW ¥r.C1k'-ali-wu,1 rl ittlrrn. Color.0 80120 I 20 40 80 EROSION CONTROL LEGEND TRACTQ ---. CITY OF ARVADA SKYLINE ESTATESn ----W. 54TH mENUEKnow what's below. 0 2 AL/UNG --/(RIGHT OF WAY VARIES)Ca|| before you dig. .L' 4-- 2151Lj- -MEL vUL MATCHUNE --X- 1-- ===K- - -1-- -9-- N89°37·29"E 471.14' SEE CONTINUATION LEFT 11 SCALE. 1 = 40 -------5281------EXISTING MINOR CONTOUR -5280 EXISTING MAJOR CONTOUR - - - -5281- PROPOSED MINOR CONTOUR - -5280-PROPOSED MAJOR CONTOUR - BI- --- PROPOSED STORM SEWER LINE / PROPOSED MANHOLE PROPOSED BOX BASE MANHOLE PROPOSED INLET PROPOSED FLARED END SECTION EXISTING SLOPE ARROW - ..U. 0070 PROPOSED SLOPE ARROW,<-1 1 (22)TRACTA EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 1,550 Ir 0.00% Z u!6ag saDe /0.·. x805' LOT 16 000 11 TEMPORARY SEEDING L = 930 LF 11 (SF) 1 -1 / LOCATED--·------'3 1 -VTC WHERE APPROPRIATETO CONNECT TO EX ROAD T LL ' AF UlA / lili I /-049 1 /Cd - ' / 6418/ REFER TO SHEET C 2.0 FOR EXISTINGCONDITIONS ; 8'O DEMOLITIoN-- =.16 , Mit@Wal1189 Lj VEHICLE TRACKING CONTROL EROSION CONTROL BLANKET I - LOT 15 MULCHING / /I /3 1 1 - SF - SILT FENCE, I , , EX#·unt/Ty SURFACE ROUGHENING ' ' ' \ '/ ESMT. ,'- EX L6 UNE TO BE INLET PROTECTION ABANDONED W/ PLAT LOT 14 NT9 EX 8» WAT 5472 - 22(200 ( TEMPORARY DIVERSION DIKEDRANAGE ESMT. LOT 13 TEMPORARY SEDIMENT BASIN 0 DRAWN CHECKED TF APPROVED PROJECT NO 18005 " 31VIS ZIOH - 31¥OS lial / (PS)PERMANENT SEEDING EX LOT UNE TO BE .ABANDONED W/ PLAT r-NO°15'01"W 480.24' ,-' /6// <K ......... 11 (99-- I4460=.NQ Cb LOT 12 6 1k 1G 21aa ...=a. - - LIMITS OF CONSTRUCTION CURB SOCK -SC- SEDIMENT CONTROL LOG 4\1 L AL Aug 3. 2 1 -1 42pm '091* - 9465 LOT 11 J . mm -0 MATCHUNE 4 ER SEE BELOW LEFT S * 4 ../5402 /111EX LOT LINE TO BE ·' 4/. 1 1ABANDONED W/ PLAT- | I LOTS 1i tl' 1 1 <N Ci 2 9 * 00 S89°32'53"W 40 7-2./ «g Z £ 4- ._- .. 15'ACCESS [96kag '3 - 0 1 9 i -/21 5352 QUAIL ST ,/ WHEAT RIDGE CO4 1 / JOEL L LUBKER / DAWN R LUAKERX LOT li-, 960 -I LOT 9 LOT 5 4.111 . 1 2-/3 2 2 11 1 LOTd 056 m Ilp 1 f EX. 40' R.O.W. REC NO 572675 P15 LOT8 51551 3</,/ 9 1° S89°32'53"W 422.75'17 1/////2424/44 - LOT 7 45332 QUAIL STWHEATR#DGE CO . f CHRISTOPHER 8 STRICKLER 11 LOT 3 S89°32'53"W 7.69' f MATCHLINE SEE LEFT NOTES: 1. THE INITIAL EROSION CONTROL PLAN B MP S SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 2 THE SITE SHALL ONLY BE ACCESSED AT ENTRY POINTS WHERE VTC HAS 8EEN INSTALLED. NO OTHER ACCESSPOINTS SHALL BE PERMITTED. MATCHLINE SEE ABOVE RIGHT 'BENCHMARK NGS Q 165. PID KK0639. ELEVATION: 5403.59' (NAVD 88 DATUM) il I 111 SHEET0 1,1 £0,2 I \2018/8005 - Quail Run'CADD'Sheet Sets\CD'/4 0 EROSION CONTROL PLAN - INITIAL dwg tab C40 EROSION CONTROL PLAN ·lili y INITIAL 1 ..1/In C.Of./8//0 I N 0180 SCALE 1" = 40 NOTES: 1. SHADED BMP'S INSTALLED AS SHOWN ON THE INITIAL EROSION CONTROL PLAN SHALL BE LEFT IN PLACE UNLESS OTHERWISE NOTED 2 THE INTERIM EROSION CONTROL PLAN SHALL BE IN PLACE DURING CONSTRUCTION AND UNTIL VEGETATION 15 ESTABLISHED UNLESS OTHERWISE NOTED. 3. STREET SWEEPING SHALL BE REQUIRED ON ALL STREETS BOTH ONSITE AND OFF51TE IF MATERIAL IS TRACKED ONTO THE PAVEMENT SURFACE. 4. CONCRETE WASHOUT MUST BE LOCATED A MINIMUM OF 100' FROM ANY DRAINAGE CONVEYANCE SYSTEM. WATERBODY. WELL AND/OR DRINKING WATER SOURCE, CONCRETE WASHOUT MUST BE LINED IF THIS IS NOT FEASIBLE. 5 THE SITE SHALL ONLY BE ACCESSED AT ENTRY POINTS WHERE VTC HAS BEEN INSTALLED. NO OTHER ACCESS POINTS SHALL BE PERMITTED / , CITY OF ARVADA -4 h B. TRACT Q SKYLINE ESTATES n, FILING NO. 1 , -41 NUL.I ' I.LQL<ll--#JOE I. 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Ijj LOT 7 111 LOT 9 11 1 IP '4.I LOT 8 3# 911 ; 1 11 9". Z%% LOT 6 E: 09 Z LOT 5 D 0-1 6- k zE 012 of -2 5 1- of4 0 -1 #- Z UlLOT438 0 ,-UJM aBE OE M *Z 8Q JU) LOT 3 FO S89°32'53"W 7.69'0 2 LU MATCHLINE SEE A8OVE LEFT MATCHLINE SEE ABOVE RIGHT LOT 2 - 71 1 SHEET r BENCHMARK: NGS"Q 165, PID: KK0639. ELEVATION: 5403 59' (NAVD 88 DATUM). Know what's below. Ca|| before you dig,C4.1 I \201818005 - Quail RuniCADD#Sheel Sets\CD©1 1 EROSION CONTROL PLAN. INTERIM dwg tab C.4.1 EROSION CONTROL PL AN - INTERIM Aug 03 2018 1 43 pm roglesty 20 40 8o SCALE: 1" = 40 NOTES: 1 SHADED BMP'S INSTALLED AS SHOWN ON THE INITIAL AND INTERIM EROSION CONTROL PLAN SHALL BE REMOVED DURING THIS PHASE UNLESS REQUIRED IN ORDER TO ACHIEVE FINAL STABILIZATION. 2. SEE LANDSCAPE PLANS FOR DESIGN OF PERMANENT VEGETATION AND HARDSCAPE TO BE INSTALLED WITHIN TRACTS. 3. INSTALL PERMANENT LANDSCAPE IMPROVEMENTS (LSA) PER LANDSCAPE PLAN IN ---,-- - -, TREE LAWNS AND TRACTS.-ti- 4 THE FINAL EROSION CONTROL PLAN IS FOR BMP'S REQUIRED FOR FINAL T STABILIZATION AND SHALL BE IN PLACE WHEN ACTIVE CONSTRUCTION HAS CEASED. '---SF)-MATCHLINE SEE BELOW RIGHT L = 930 LF R 1Cl -------5281- -----5280 -5281- -280- 0.003 0.00% Ji CITY OF ARVADA rRACTO - ------ 04 5,07HALA7DE - - --1 SKYLINE ESTATEs 4 ,-/ (RIGHT OF WAY VARIES)/FILING NO. 1 1../=_FIJIfy52Qi'&6&< ..f-'.-5--#„--...uL " 'AL · · . 9EL .,LL .ILL - .-% "Z.LL - N89°37'29"E 471.14' - - -x-- - -X-*-u -x- ---1-- -x- -=6rl)-92*21«»6-41»3_*fltilitit1 .:4 1 ,<i , (h TRACT-,4 9 .14 1%1_cUt_-j-44-U=L= i 53RD DRIVE EROSION CONTROL LEGEND EXISTING MINOR CONTOUR ------ EXISTING MAJOR CONTOUR - PROPOSED MINOR CONTOUR h©EE - PROPOSED MAJOR CONTOUR pr PROPOSED STORM SEWER LINE PROPOSED MANHOLE PROPOSED BOX BASE MANHOLE PROPOSED INLETPROPOSED FLARED END SECTION E <, EXISTING SLOPE ARROW PROPOSED SLOPE ARROW /80,55 EXISTING SPOT ELEVATION x80.55 PROPOSED SPOT ELEVATION TEMPORARY SEEDING eL VEHICLE TaACKING CONTROL 0 El EROSION CONTROL BLANKET Z MULCHING U N. r r--t-1 11 8 3 j L -1250 Lr LOT 16 04-1 11 LOT 15 3:939% :L- 11 14 17 / 18 , (SF) -SF - SILT FENCE .19 Y ' *r>5'' 11[142 I //p/ESMT. EX 8' UTILITY (SR)SURFACE ROUGHENING INLET PROTECTION . - U.1 =9= DZE (:10 SF tr Y 1-J 2 VA :-- 1 b lit & P.P ----IlA It"' r '' 2"W 641).2 3 -' i i /1 5 4" 1 j ' tof-- 7,/fl· 1 . 4,10 .10- 1 1 j-pT ¤ --1 uk TRET E ',711, '1 4- ./011 'tr i:#b, 1//R -:,/1 - 1 1 / f 4# - Ar'-U 2/25,--74 LOT 14 00 22 -,21' 20 ./ 19 /f I TEMPORARY DIVERSION DIKE 5 11 . .EX 20'2 ,#IR ,5469 --NR) 2// K' :1 1 Lof'MINAGEESME TEMPORARY SEDIMENT BASIN144 I 1 A PERMANENT SEEDING LIMITS OF CONSTRUCTION . 27- 1 i =27 7 'l A 3 5 1 :© 0 CURB SOCK LOT 124,1 I.J ' I I bU 311- --SCE SEDIMENT CONTROL LOG f , /\/...1 1 2.'1|1:---5166 ---33_-_2 , .CB ° U.1 CHECKED /h '/ 3 0 1% 6 27 I. 28 31 0* 32 ' 7 4 5413 -c- c ,465 /V C. MATCHLINE SEE BELOW LEFT 1 11 LOT 6 r - FINAL Aug 03, 201 i ..6 15'253*''' 6:'. I. U ,/W. 53RD PLACE i :2 1 / mL_--- S89°32'53-W 4b. ·0'_f'1 00 A-2 1 5i ./5*it 1 - - 2 4/1 J 1 LOT 5 ¥ O & 09 1 i 15'AccESSEASEMet24 68 -MI-#009-'i M. il1 7 c 2LOT 9 tim BIBI11 N -1.-32zz3- CE ;•2-|9--Re LU /1 .1 1 62.----1(-_fl«ff »96 r i J - -5W U) \ /DAWNRLUBKEF 11 (ra 1/,1 1 @t--- --- _.--- ® pELLLUBKER LOT 4 ./ M11M _'E¥ 40'R.O.W ' -- 1 ( ,A|-111/ REC NO 572675. P. 15 "t X BY OTHERS LOT 1 61&61,n LOT 10 SF J / j ps / 1e L x--- (P'51 S%UP])'' Ir 1 z A i T lar-P MATCHLINE SEE ABOVE LEFT J ,J f n rT i -- = S89'32'53"W 422.75' LOT 7 1 1 Ii·,Inii# ./ MATCHLINE SEE ABOVE RIGHT 11BENCHMARK LOT 3 S89°32'53'1 7.69' C LOT 2 .IEET NGS ·Q 165·, PID: KK0639. ELEVATION: 5403 59· (NAVD 88 DATUM)Know what's below. Ca|| before you dig. I \2018\18005 - Quail Run\CADD\Sheet SelsICD\C4 2 EROSION CONTROL PLAN - FINAL dwg tab C4 2 EROSION CONTROL PLAN VIKI ..... N,=-- '4244...64 720,283 6703 0 fru FINAL 1500...an/Ccurt 1NEmm=m I littron. Colorall 80170 j- -- ' / CITY OFARVADA/ f / A#.-U,54©' *--9,7 -- &-*.3 - * 7)24CTQ ,/ N89°37'29"E 471.14'7 SKYUNE ESTATES FILINGNO. 1 --I W. 54TH AVENUE -- (RIGHT OF WAY VARIES)1 1 41/ 1/1 i i Lt +:Lli0*funil /Ni j /k I / t / / ij l / Y*t 1- / A U. r AM r Ah / / / / TOP OF WALL (TW) 1!E--1 F RETAINING WALL HORIZONTAL CONTROL POINT - /- AND BOTTOM OF WALL (BW) 11, 11 1 -91 Fl'Fa = -Ir L_=L.,-tr-11#1 ,V 4 5 6 7 11 1 TRACTA RETAINING WALL NOTES //kyly<li .1/ / -/4-lj N KEYMAP - /4/ '16 1. CONTRACTORTO PROMOESTRUCTUIZk. DESIGN AND SHOP 6 I DRAWINGS FOR RETAINING WALL. 11 INSTALLED IN ACCORDANCE WITH MANUFACTURER BENCHMARK U.4 1 2. LEVELING COURSE, BACK OF WALL DRAINAGE AND SLOPE TIES TO BE 1 RECOMMENDATION. N D/b 98.1 7/f I ./ 16 5 r- E . ,/-N 11 1 3. WALLS GREATER THAN 48· REQUIRE A BUILDING PERMIT NGS-Q 165". PID: KK0639. ELEVATION 5403.59' (NAVD 88 DATUM)4 WALLS GREATER THAN 30» REQUIRE A HANDRAIL A. ...RE /' k 11 E -- 47 ---1ki1861142-kis15 IF.. I ,r- 480 ---\, MUST BE COMPLIANT WITH SECTION 3.10 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL AND SECTION 26-508 OF THE CODE OF LAWS, ,X 1' N.T.S.NOTES: RETAINING WALL DETAIL <1 1 W. 53RD DRIVE/-7 / ill91% 1r- &LOT 15 111 e I. / r //17 X 34 :l ,1 2 --,-70 . 0* /h hu0 1 -4 SOM ON 103rOUdCHECKEDAPPROVED 31VOS ZIOH 31VOS LUBALOT 14 MAL 11 1 1 / 193 le' r 15 b V t IN 1 6 1/ 11 12,/' t13 14 ' 19 9 6&15AU 1 5473 St 1. ALL SLOPES ARE 4:1 MAXIMUM UNLESS OTHERWISE NOTED. 2 GRADES SHOWN FOR TRACT AREAS, ROADS AND ALLEYS ARE FINISH GRADE UNLESS OTHERWISE NOTED., 3. REFER TO LANDSCAPE PLAN FOR PLACEMENT OF SCORE JOINTS IN CONCRETE TRAIL WITHIN TRACT AREAS. ,!> 1 4 REFER TO THE SITE GEOTECHNICAL STUDY FOR GEOTECHNICAL RECOMMENDATIONS. PAVEMENT DESIGN AND BORING INFORMATION.Know what's below.0 15 30 60 Ca||before you dig, 6149 5. EARTHWORK QUANTITIES ARE APPROXIMATE IN NATURE ONLY41 1 SCALE. 1" = 30'AND DO NOT INCLUDE ADJUSTMENTS FACTORS INCLUDING BUT 1 EX 8 UTILITY NOT LIMITED TO SHRINK, SWELL AND TOP SOIL STRIPPING. SEE \ \ X ESMT.SHEET 04.2 </ TRAT E €1 MATCHLINE - SEE BELOW LEFT// ./ 1 . EXE'./00 11 \ DRAINAGE ESMT.40 *f c; --<-/65 STM INLET 1.- 10' TYPE R INLET\92=7 1 19' STM INLET 5 AREA DRAIN 54191- . 17r/4/I--T /,42'Jt 11 /k / 14 , STM MH 2 5' DIA DFOP MH ' 65.30 TW 62881 55.25 BW 6088 1 6099BW18- RdP 6[) / S ·100 * ..1 1/ / I.' !",1<5('6 - C "- " C -2t LJZ-43*1' ,./ &=24/44:606 0, / , 9 Kor T Z INTERIM SWALE ./I J/.TRACT A-a'' - - TRACT BSTM INLET 7 - . M-1 1,-FOREBAY UNTIL FULL BUILD OUT ,<I· | , SEE SHEET (5.1 /AREA DRAINtL=./ SEE SHEET C5 1 18" RCP SD-,<<SEE SHEET (8.1, < I )f' FOR DETAIL GRADING . »2%4%}33' Ipv'. s' 1 FORDETAILS '1 114- /1[ 11) 16 1 EE,. .4 -- -/-)--- - I.»--1 . SO°12·57"E 937.22'Ul4,%:©FAL 6 ir.-..,......-- - rt.Hy<L-4- '.FED //STM CO 21 ' / 1 1 S™INLET 6 / 1 10'TYPE R INLET.... -1: 8" C.0 / .8 PVC,SDy/AREA DRAIN ,/'I I q ,- 61.448. IR .-64.83 TWI 1 1 - T : I4* C i L07'12 .--F Or-. 4/I '1'll / 1 1I ,Ul'll TRACT D :AlNO°15'01"VI ,$80.2'#1 ll, -%//-311 1. .A I./ 1,/1 litti SEE SHEET (8.0 M 8 8.-07 C i / i DETENTION POND |,fj LCTR 3 g gWY / 1/l i I 0 -, . s FORDETAILPON[DGRADING //,I :5 -,. -:kil/MICROPOOL / OUTLET STRUCTUREI 0.I SEE SHEET 08.0 3 -4-4- O U.1 LU • 1 J' c FOR DETAILS: 1 -11»C.94 1 (l/MLY-fill 1 1 11 591% ,y" - 4#fl CU,Altavj /1// · 111/ 1-/r RETAINING·WAL[/ / /1 .i '-1 1 G ,10' TEMPORARY GRADING I -, ,Iljj rksb i i LI11 11%AND CONSTRUCTION ./K . -'/ \,™STM FES 2 / j £1 11[n I LOT - EASEMENT STM I·RT. -0 '1 .1 1 i (BY SEPARATE DOCUMENT). 1 18 RCP SD 7-r- \ -5455-01/,/,dEE# C10' TYPER / USTMINLET 4 ZC10' TYPE R INLE-EZE:€1 4 1 Mf=-.7-2-6,2.L/1. 1 0 k :N-M- 5459.- 1 D=4./4 - ...:I 522,-j>;'F __ _,....0(_ -432/_ _ ...y.k _,I,=( J.,9-:ZE-*56„„-'23;3-STM INLET 3 4, J. /1 /3 11 1 =645G J 1- 15'TYPERINLET / < --3-60,53 TW ,»11 2&/ ',/ / 60.538. 6 - -41 - -X- 7./r-a N ,r S89°32'53"W 40-00'1 -- __FOREBAY / S89°32'53·'W 422.75',/H////////A 04+1 L 8 ////,/'/NO°16'48"W 217.98'- 16-7,--' RETAINING WALL /W, 53RD PLACE 11 ,<SEE SHEET C81 < I'. ... I.FOR DETAILS |III 1I11I,,11\ G-+---- -- e\59---U:4//:dli -1/3//U.2,- 4 .7010 TW Llaw L69.29 n. L = r<Ig 2 L. ,„w L.6676 TW r, 66.12 TW /,65.48 TW-1 \-0 S™ INLET 2 <69.56 TW 1 ... / 1 67.28 8W 1 62.98 BW 62.38 'WLL-'6250 SW_223.01 Ow L---- 6993 TW 65 82 Bw '6586 BW -6531 8W 10' TYPE R INLETL-6418=1/ / _.-Il ' 66 45 BW / 6144 BW58.53'W / - I ||,I/If , - END ASPHALT PAVEMENT 1,6.0, \-N=327,-6tf -- -AND TRANSITION TO 6460 - < O MATCHLINE - SEE ABOVE RIGHT E ROAD SUBGRADE 1 - |6 .,66' <,»REC. NO. 572675P. 15- QUAIL STREETSOUTH OF W 53RDPLACE -1.Tt 0·-9//lf /71 DIRECT GUTTER.. -/ FLOWS TO SWALE 71 ---1 / // 7/ -3 ---'0/ m: =n-iu>Ft39_0*ACECESSANDCSTRUCTIONs==*9-_-CNIC-2 -===r--SHEETSSEASUfu4449,///Dr- El 46·ACCESS AND ESMT £-----1 - un»'SEE SHEET RIGHT -. /CONSTRUCTION EASEMENT 55· al--- _--OUTEALL TEMP SWALE r - // 77-L/-M EX QUAIL STREET9 -9 4 1 7 0 0400 = 12 6 4¥ TRACT E _97/1 ><1[J ZFJ =-k'STM Col'- 1-. 8" C.O.S4G7 trf; 18" RCP SD 1 0 5475 --'-... 1 Upi rogles 910 7 I0 1 SICS e 1 6-117 - 1/'//// 99.9 - .. 1"ILC 1 1 INLET -75' DIA DROP MH 3" RCP SD L,TRACT-6777771\\34/ ///71 '7 BW 11- 15 ACCE Y///A - zulu (5.0 I \2018\18005 - Quad Run\CADD\Sneet Sets1CDIS 0 OVERLOT GRADING PLAN dwg Tab (50 OVERLOT GRADJNG PLAN Aug 03 bY . 1506*stEanaCCouA 1-1 little·In.Cal....08/120 1%4 1 /0 L 1{EDLANL 1NOD { KEYMAP LU 1 1 ...c ,,MENCHIMARK </. 1// /4 / ls·' 411/ >44 41 1 / 04 3 1.TRACTA NGS•Q 165". PID: KK0639. ELEVATION· 5403.59' (NAVD 88 DATUM), N07 LU ALL SLOPES ARE 4:1 MAXIMUM UNLESS OTHERWISE NOTED. Ul 2 ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% AND MAXIMUM RUNNING SLOPE OF 596. 3. GRADES SHOWN FOR TRACT AREAS, ROADS AND ALLEYS ARE FINISH GRADE. 4. REFER TO LANDSCAPE PLAN FOR PLACEMENT OF SCORE JOINTS IN CONCRETE TRAIL WITHIN TRACT AREAS. 5. REFER TOTHE SITE GEOTECHNICAL STUDY FOR GEOTECHNICAL RECOMMENDATIONS, PAVEMENT DESIGN AND BORING INFORMATION.0- 6. EARTHWORK QUANTITIES ARE APPROXIMATE IN NATURE ONLY AND 00 NOT INCLUDE ADJUSTMENTS FACTORS INCLUDING BUT NOT LIMITED TO SHRINK, SWELL AND TOP SOIL STRIPPING. 7. REFER TO LANDSCAPE PLAN FOR WALL MATERIALS AND/OR COLORS 9008' ON 103rOkidCHECKED03AOH//V TRACT A GRADING SCALE: 1" = 10' 26 20 24 23 22 21 >n , /5.1 SEE SHEET (7.8 | / /kOR RAMP GRADING -1 3, 66% 1/ 1u J -- 74.59 73.73 553 TW-1 73 91 ItA. R295' /4 '·31 1 ,-1 -Uk-------u 12¥i#=*' ' o . /17.re , 1 er'•341'N11.84 72.77 TW 1060 1 7n 10 N 72.82 TV• 71 32 #--1- / 72.82 n 7553 TW--7 n•, / 70.767318--,1 ;_,-1 -". /«/--7316- 81-'-TRACT B 52 Ist 1 3-6- mSERS J 1 7n7 ' / 43 1/ /I 73.031 3-6· RISERS -1- 1 7 L/5541-W /le8» PVC SO "----»---X. PVC SD .. 7277 TW -69.94 231 69.94 7 0 8 8" PVC SD , / 1 11,0 4 . I .- 61.-,SP ''9 |4 Ugbb*0 . 1 8. pvc .° t _Ch / 8· PVC SD-»L--27- /<1. 1 :'0 : V# d ,STM INLET 6, AREA DRAIN_/ / LSTM CC) 2.8' C.0. , RIM = 5470.34 /STM CO 1. 8- C.OSTM INLET 7, AREDRAIN/RIM = 5473.17 , RIM = 5470.64 , 1RIM =5472.82 .I STM INLET 5. AREA DRAIN / RIM = 546887 5469 - 4 21 3 32 33 34 t l \4 TRACT B GRADING SCALE: V = 10 N SHEET DN 31VO ...90 NAM 1 IVAC) Y Know what's below. 22 C5.1 Ca|1 before you dig.SCALE: 1" = 10' I :12018 18005 - Qua,I RunmCAD[)1Sheet Setslc[)IC5 1 DETAIL GRADING PLAN dwg tab CS 1 DETAiL GRADING PLAN Aug 03.2018 - 144pm t /0283 6183 01[e1500We„Cand Court I lill,·m. Cniorado 80120 CONNECT TO EX FIRE r EX. FIRE HYDR*ITI / EX. 12·W/L NOTES: f 1 1. REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS. 2 Al t STATIONING IS CENTERLINE STATIONING UNLESS OTHERWISE NOTED. 3. CENTERLINE ANDR.O.W DIMENSIONS ARE FORREFERENCEONLY. REFER TO THE FINAL SUBDIVISION PLAT FOR HORIZONTALCONTROL. 1 CITY OFARVADA TRACT Q / SKYLINE ESTATES 7 ' FILING NO. 1 --.-.---1»1-1 1 8' U.E.- i I\-8'U.E 4. ALL MANHOLES AND VALVES SHALL NOT BE INSTALLED WITHIN THE CURB AND GUTTER. 4-1 5. ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. W. 54TH AVENUE 6. STORM INLET STATIONING/OFFSET REFERENCE IS AT THE INTERSECTION OF FLOWLINE AND THE CENTER OF THE STRUCTURE.(RIGHT OF WAY VARIES) 7. STORM INLETS LOCATED ALONG CURBS SHALL BE CONSTRUCTED WITH TOP OF BOX AT SAME GRADE AS EXTENDED CURB UNLESS OTHERWISE NOTED. 8 FOR ALL PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY OF ARVADA----7111 DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION, AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON THE JOB SITE AT ALL11 1 TIMES CD I I il 1 9, ALLSTORM SEWER PIPE SHALL BE CLASS 111 RCP UNLESS OTHERWISE NOTED.TRACTA )-) 1 2 4 5 6 7 8 9 111 FIRE '| ./ HYDRANT 0 f t DOMESTIC SERVICE (TYP) -1 10. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONS]ST OF RESILIENT CONNEGIONS COMPLYING WITH THE REQUIREMENTS oF ASTM C-443 OR ASTM C-923, AS APPROPRJATE.1 11 11. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY[6' U.E.1.1 1 UTILITIES. .C S S 1 11--11 I LOT,8 8" PVC WL 0-1 %8. PVC WL 1 1 1 11 12. REFER TO LANDSCAPE PLAN FOR PLACEMENT oF SCORE JOINTS IN CONCRETE TRAIL WITHIN TRACT AREAS. 13. REFERTOTHE WATER ONLY PLANS TO OBTAIN INFORMATION REGARDING ALL HORIZONTAL AND VERTICAL DESIGN OF WATERLINE. 1 1 1/ . ,1 1 11 11 : 7 X11W. 53RD DRIVE | | 14. REFER TO STREET PLAN AND PROFILE DRAWINGS FOR STORM SEWER DESIGN.·-r- t-4 - -pt-1 %-«44 -.9It J-I | | 15. SANITARY SEWER IS FOR REFERENCE ONLY AND WILL BE DESIGNED BY THE SANITATION MASTER --1" MASTER DISTRICT¤0 LOT 15 FIRE 1-4 1 1 16. All DRY UTILITY SLEEVES SHALL BE INSTALLED BEFORE THE CURB AND GUTTER AND # El.METER 0- , HYDRANT PAVEMENT INSTALLATION.- 1 IN- 1 METER (DESIG VBY OTHERS) | |1· MASTER 8- PVC SANITARY SEWER METER 09SYZITE | u 1 1 | | 1DOCUMEBT j 2 0- 7- -- 46' ACCESS AND ' 1 ' , 1 . >F\-1CONSTRUCTION - " 10 i EASEMENT Px .- 1 EX 40'RO W I \ 3 0-REC NO. 572675. P. 15 30' DENVER - U Ill LOT 14 0 S S S4 07 1 111 TRACT E 11 1 14- % U 0. 2 1 MASTER j02 1 eO 0 N4TER EASEMENT FIREO METER 7 10 OF 2h 1 61 v.HYDRANT \Iza- 10 5 0-/8" PVC; SD· ,I ..... r21 22 23 24| 25| 26 I. gv LOT 13 5332 QUAIL ST STM INLET 7 STM CO 1 STMINLET 5 :MATC}-LINE-SEETHIS SHEET AREA DRAIN r C.06 AREADRAIN\**li--ar,u,Z/77 , i 411 1 0 WHEAT RIDGE CO 1 CHRISTOPHER B STRICKLER 1--TRACTB -STM MH 1 , \EX 20' I Z '· TRACT A 4'DIA MH 8' U.E.·31 .1 DRAVAGE-ESMTa· pvC So 20' UTILITY EASEME T- 1 -.- 46' ACCESS ANDl I ST.direI \rEdul w pVC<Da |1- MASTER 1 4 e LOT 12 AREA DRAIN LB" PVCSD | -0 h --- Co:ASSTER2;WN=-1.\1 j I >I N 2 1* MASTER 1.-- 112UU LU -1 .....STM 602 /8" PVC SANITARY SEWER METER Utij 9----] 0 §of 0 (DESIGN BY OTHERS) -11@ 130 29.28 1 27 7 E - 1LL |- .1 S I s s A-' .Z - E 1.crW ' VII 0:0 1 -ZE __ 1 , 51 11 -0 ''1 8 IC 11 ?CIT RACT E Mon It /sssS hi /1 bl <id W ,IT . ,1 9 0-STM INLET 1 I > I 11 2 i 10' TYPE R INLET1- MASTER '1 MASTER z1 FIRE 25& 3 (DESIGN BY OTHERS) .1 8"PVC SANITARY SEWERMETER ---U HYDRANT.- u -1 %t:L ' c:-ks 8' U.E.1 1 1 1 1 < '01 IT '8, 291 ,CIO 1 111 tr r PVC WL' 4,F td|4 -T- 1 1 \ 1 1-L FIRE30' DENVER I 111 1 20' UTILITY ;'\ '*8 PVC WL , EASEMENT\ .I li CONNECT TOWATER EASEMENT W. 53RD PLACE 18" RCP SD i I <STM FES 1 ' LEE.na_L t· f -FOREBAY !lifi31-1 < 20' UTILITY £'£-1. STM MH 2_j-7 F + n P77777/1 1 / b 20' UTILITY ' 2 1 " 1 VEASEMENT th r7777777rl 5' DIA DROP MH 1 * €._ END INTERIM EX. 8' WATEREAST/31 ..1 ,1 . -2 TRACT D W. 53RD AVE . QUAI - STREET 18·'RCPSD-1 1/ i 1 ---------- STMINLET 2/ , ,A.. STMFIES 2 1 i_..__.IZZLA 10' TYPE R INLET 53'R.O.W.--41 /:..4 /"18· FES 8] i1 IN W 30' DENVER D: WATER11 - EASMENT 15· ACCESS EASEMENT ' JOEL £ LUBKER '5352 QUAIL ST 18" ROP SD-1 * ' 8" PVC WL CONNECT TO =! i WHEAT RIDGE CO \ tS™ INLET 3 1 ' EX. SANITARY \\ I DAWNRLUBKER 15' TYPE R INLET-X ·_L.__._ ACCESS AND e- 8- SEWER MANHOLE 46'ACCESS AND | I J - CONSTRUCTION· -- (DESIGN BY OTHERS) . EASEMENT BENCHMARKCONSTRUCTION 1 \ EASEMENT I \..- 1 NGS -Q 165". PID: KK0639.-71 4 i U L Er 40720. W REC NO 572673. P 15 ELEVATION: 5403.59' (NAVD 88 DATUM) Ci L\/Us™ INLET 4 ,----T /1 1- {10' TYPE R INLET I#* 1 i m MATCHLINE - SEE THIS SHEET N <L _ _-x co 44 61' 4-LU za 'n UX -4 4%34*L5332 QUAIL ST . r>iE MeN/* 8 0 WHEAT RIDGE CO CHRISTOPHER 8 STRICKLER TRACTF·/ | 1 ¢ +0 81 . 1 SHEET 4 Ca||before you dig. 6319 ' Know what's below.0 20 40 80 SCALE: 1" = 40' -0 11 12 13 14 15 I 16 17 180 S S 19 21 I } 11 0 CHECKED SOOIL ON 103rl¥dAPPROVED - 31'OS Zy'H CZ \\ 1 b 8- Co 34 33 32 31 7 S S S S 1 1 fl PVC WL L' 1 71'f O.C 1/ 1 11 LOT 11 f - METER 4 105 10 35 MO hi ZV--1 14aS dOM .8 e 43 lil i 21 OUTLET STRUCTURE PRP- /·TYPE C INLET ,£,le,+ f 1/1 \ T I LOTlt U I LOT.5 0 LOT8 LOT 7 NI:\2018\18[)05 - Quail Run\CAD[hlheet Sets\CN)6 0 OVERALL UTILITY PLAN cjwg tab: C6 0 OVERALL UTILITY PLAN Aug 03. 2018.1 44prn ro UVCNALL U I ILI I / r LAIN VERT SCALE NA 720,28367030[I,v 1500 Wes, Canal Coin Pi.=m!=1 Attlron, Colorado 80170 SEE W. 53RD DRIVE SEE W 53RD PLACE SHEET C7.2 SHEET C7 5 5352 QUAIL ST 4-%1 1 i SEE SHEET C7.2 »\*HEATRIDGECO - FOR RETURN DESIGN FL STA 12+68.32/15.00' L I PT STA: 10+97.45 / 30.00' L---1-.1 1 1 4-1111 I SEESHEETC75 PC STA: 11+29.45 / 30.00' L ELEV: 5477.58"9 JOEL L LUBKERCITY OF WHEAT RiDGE PTSTA 14+65 50/ 30 05' L ' FOR RETURN DESIGNELEV: 5482.507 ELEV: 5481.97 ELEV 5469.76 \ DAWN R LUBKER FL STA: 13+34.32/21.00' L7RACTQFL STA: 12+6032 /21.00' L PCSTA· 14+50.50/ 15.00' L /1 1 .1 | PC STA: 14+91 50/29.95' L 2 ELEV: 5477.78 ELEV: 5474.82 7 ELEV: 5470.30 ELEV· 5469.00 1 11 1 Al 1 PT STA: 11+4445 / 1500· L 5\6141 CDOT TIYPE 3A 7 \1 ELEV. 5482.17 18 'l PT STA: 10+02,98 / 15,00' L FL STA: 14+30.32/15.00' LFL STA: 11+64.32 / 15.00' L FL STA: 13+26.32/15.00' L ELEV 5482.44 ELEV: 5471.107 10\\EX. 15 ACCESS ESMT ELEV 5481,60 ELEV: 5475.26 11 6 PC STA: 10+82.45 / 15.00' L FL STA· 14+22.32/21 00' L 9'L ELEV. 5483.04 FL STA: 11+72.32/21.00' L ELEV: 5471.30 1 1 -1- 44 -44- - -'1 ELEV. 5481.22 i i v _R15--JUBEC)*STAfiU{Tii7-irBB· L- =MQ====4§CURB RETURN L-1 1 CDOTTYEE 24 N·*12.5'RO.W. R25' R15'ELEV 5467.82 R15 IR 21' 8' CROSSPAN R15'15' 80-15'01-E 552.43 ID 20' UTILITY ESMT6.5' R.O.W.26' PAVEMENT 8' PARKING 8' PARKING '\«· STREETLIGHT EOA STA: 15+12.50/0.00 m NGS ·Q 165", PID: KK0639. \ m :CURB RETURN R-1 46' Rbw (TYP)m 30' DENVER WATER ELEV 5468.24 ELEVATION, 5403 59' (NAVD 88 DATUM).R25'BY SEPARATE ESMT.DOCUMENT EOA STA: 15+12.50 / 13.00' R W 53RD PLACE ELEV: 5467.98 PT STA: 10+06 29/15.00· R CITY OF ARVADA 4 STA 10+00,02 NOTES: ELEV: 5482.95 W 53RD DRIVE •·n W ·9%· FUTUPE BY OTHERS \ i \46' ACCESS AND STA: 10+00.00 \C STA: 9+81.60 / 43.95· R XSS}lm CONSTRUCTION 1 REFER TOSHEET Cl.4 FOR TYPICAL STREET SECTIONS. ELEV: 5482.92 QUAIL STREETNQK ESMTBY SEPARATE 1 ,>*,93 1% 8· CROSSPAN 2. All STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS.STA: 11+1645 \\0' ROW BY DEED \ REC 572675.4/5/54 ,3. CENTERLINE AND R.O.W. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINALdix,42%4 SUBDIVISION PLAT FOR HORIZONTAL CONTROL. QUAIL ST. PLAN 4. ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED, 5500 r---- 5500 5500 5500 SCALE· 1 = 30 5, FOR ALL PUBLIC ROADWAY AND UTILITY IMPRovEMENTS THE CONTRACTOR IS LP ELEV = 5482.84 RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY LP STA = 1 +23.34 OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION PVI ELEV = 5482.75 AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON PVI STA = 1+21.62 THE JOB SITE AT ALL TIMES.0 AD = 174% K = 24.86 6. ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0.5% TO 432' VC FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. 7. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS COMPLYING WITH THE REQUIREMENTS OF ASTM C-443 OR ASTM C-923, AS APPROPRIATE. 5490 5490 5490 5490CD 0 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY GB STA = 0+90.00 ,_ LU UTILITIES WITH THE APPROPRIATE PU8LIC SERVICE PROVIDERS. LUELEV= 5483.11 GB STA = 0+90,00 00 0 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING GB STA = 1+53.26 ELEV = 5482,63 BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALSO LU GB STA = 1+49.23ELEV = 5483.00 DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS.ELEV = 5481 80 1.60 10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE 37 SAME THICKNESS AS THE PROPOSED ALLEY 5ECTION AS REQUIRED 8Y THE FINAL PROPOSED GRADE 0.80%PAVEMENT DESIGN REPORT. @ FLOWLINE PROPOSED GRADE 11. ALL CURB RETURN RADII SHALL BE 20' UNLESS OTHERWISE NOTED ON PLANS 5480 5480 5480 @ FLOWLINE 5480 12. REFER TO THE CITY OF WHEAT RIDGE/CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS. 13. REFER TO VALLEY WATER DISTRICT FOR All WATERUNE AND IRRIGATION LINE 5475 5475 5475 5475 STANDARDS AND SPEC5 WW W g 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER STANDARDS AND SPECSot J; 0+75 1+00 1+70 0+75 1+00 1+70 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION, AND QUAIL ST. R-1 PROFILE QUAIL ST. L-1 PROFILE HORIZONTAL CONTROL, 16. IF A CURB RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHTHOR: 1 =30 HOR 1" = 30 GRADED FROM PCR TO PCR. VER: 1- = 5 VER 1" = 5'QUAIL ST. PROFILE 17. ALL CROSS PINS ARE 8' UNLESS OTHERWISE NOTED. HOR: 1"=30 VER: 1" =5 HP ELEV = 5483,50 HP STA = 10+66.71 PVI ELEV = 5484.93 PVI STA = 10+95.33 AD = -6.22% K = 32.15 200.0' VC 5490 5490 en . I LU .1,1 0 /O W 0 W .W 0 Ul PROPOSED GRADE @ CENTERLINE Z D 5480 -4.71%4.25%5480 <C D 0 EXISTING GRADE . (0 @ CENTERLINE 5470 5470 END ASPHALT PAVEMENT GRADE QUAIL STREET TO SUB-GRADE TO THE SOUTH SUB-GRADE PROFILE COORDINATE WITH GEROTECHNICAL SliEET ENGINEER 0 15 30 60 5460 5460 Know what's below. WW 22 RZ O C7.0 •4 n Ca|| before you dig.SCALE: 1" = 30 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+50 NAAVMO 03>¢33HO 03AoaddV S31ON ..Ilens 191 1Vill,lenS INZ 31¥a 8 202 ZZ 90 860E9080 S.LNBMROOCI NOI-LOnhLLSNOO ll/\IOI .20'8kl 8005 - Qui I R..CADISheet Sels'CCA/7 0 QUAIL STREET · P and P (WR) dwg lab (70 Quill STREET · PLAN AND PROFILE {WHEAT RIDGE) Aug 03 2018 - 1 45pm roglesby QUAIL STREET - PLAN AND HORZ SCALE 1 . 30' / Where Great Places Begin PROFILE (WHEAT RIDGE) REFFUEEEPEd-- 11=_- *Cjk 720.283 67830(lite1500 Wellan/Ccurt little-m, Colorad' 80170 SEE W. 53RD DRIVE SEE W. 53RD PLACE SHEET C7.2 SHEET C7 5 5352 QUAIL ST CITY BOUNDARY WHEAT RIDGE COn- nOR RETURN DESIGN 44*22*38*FL STA 12+68.32 SHEET C7 5 i. //Am//Al/N JOEL L LUBKERM 2 '7E ES VALJOM 1 [fkj t j il?lj j / 1 ll'j INJ / 1 (U vv FOR RETURN DES DAWN R LUBKER PC STA: 9+78,17 / 39.96' L Er micro FL STA: 12+60.32/21.00' L .4557 y\- STA·.13+34.32/21.00' L;[5;238*55515#30/*p STA: 14+65.50 / 30.05' L*tilf(E4IZIEN#REI*3FT441.50 1 29 95' L3:;5555»/// '4'/Ar ELEV 5482.04 CITY OP ARVADA /// 2 //ELEV: 5477.78 ELEV: 5474.82 ELEV: 5469.76 X //PC STA· 14+50.50 /15.00 1/ PT STA: 11+44.45/ 1500' L1 0/ill/mudill//111 ELEV· 5470.30 PT STA: 10+02.98 / 15.00' L FL STA: 11+64.32/15.00' L FL STA: 13+26.32/15.00' L FL STA: 14+30.32 / 15.00' L/EX. 15 ACCESS ESMT ELEV: 5482.44 ELEV: 5471.10ELEV: 5481.60 ELEV: 5475.26 PC STA: 10+82.45 / 1500· L 1///UNJ/l//A FL STA: 14+22. 1 21 88''C / X ELEV: 5483.04 FL STA: 11+72.32/21.00' L ELEV: 5471.30 ELEV· 5481.22CURB RETURN L-1 EOA STA 15+12,50 / 1500' LR15 N 12.5' R.O.W.15'ELEV.5467.90 R15' m KEYMAP 1 0 SO°15'01-1 55 .t' 11+00 9 12+00 13+00 14+00 5+00 16+ 0 6.5· R.O.W RAMP PER CITY OF 26' PAVEMENT 8' PARKING 8' PARKING ARVADA ST-14 8' CROSSPAN CURB RETURN R-1 1 7190 m46' ROW -m 1NGS·Q 165", PID: KK0639. BY SEPARATEE----------19 20· UTILITY ESM II ELEVATION: 5403.59 (NAVD 88 DATUM). ESMT,0--7 r-222-- EOASTA: 15+12.50/13,00'R· ·---·- ·------- W 53RD PLACE ELEV:5467.98 PT STA.· 10+06.29 / 15.00· R CITY OF ARVADA STA. 10+00.02 NOTES: ELEV: 5482.95 FUTURE BY OTHERSW 53RD DRIVE EX. 40 ROW DEEDCITY BOUNDARY QUAIL STREET STA· 10+00.00PC STA: 9+81.60/43.95' R pLEV· 5482.92 STA: 11+16.45*B STA: 9+83.30 / 53.80' R REC 572675.4/6/54 1. REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONSSTA· 14+78.6146' ROWQUAIL STREET FUTURE HASKINS STATION BY SEPARATE 8'CROSSPAN 46· ACCESS AND 2. ALL STATION IN G IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS. DOCUMENT 1 CONSTRUCTIONBY OTHERS ELEV 5483.00 i ESMT 3. CENTERLINE AND R. O.W. DIMENSIONS ARE FOR REFERENCE ONLY, REFER TO THE FINAL SUBDIVISION PLAT FOR HORIZONTAL CONTROL, QUAIL ST. PLAN 4 ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED, 5500- 5500 5500 5500 SCALE: 1- = 30 5. FOR ALL PUBLIC ROADWAY AND UTILIr, IMPROVEMENTS THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY LP STA = 1+23.34 OP ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION PVI ELEV = 5482.75 AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON PVI STA = 1+21.62 THE JOB SITE AT ALL TIMES.0 AD = 1.74% K = 24.86 6. ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0.5% TO 43.2' VC FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. 7. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS LO COMPLYING WITH THE REQUIREMENTS OF ASTM C-443 OR ASTM C-923, AS ·N APPROPRIATE. 5490 5490 5490 54·90+I an o 0 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY GB STA = 0+90.00 ,_ LU . LU UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. ELEV = 5483.11 GBSTA= 0+90.00 0 w 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING GB STA = 1+53.26 ELEV = 5482.63 O W GB STA = 1+49.23 BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS ELEV = 5483.00 DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS.ELEV = 5481 80 1.60 10 ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CUR8 CUTS SHALL BE THE 37 5AM[ THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL PROPOSED GRADE 0.80%PAVEMENT DESIGN REPORT. @ FLOWLINE PROPOSED GRADE 11. ALL CUR8 RETURN RADII SHALL 8E 20' UNLESS OTHERWI5E NOTED ON PLANS.5480 5480 5480 @ FLOWLINE 5480 12. REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS, 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERLINE AND IRRIGATION LINE 5475 5475 5475 5475 STANDARDS AND SPECS 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWERW:STANDARDS AND SPECS. 0+75 1+00 1+70 0+75 1+00 1+70 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION, AND QUAIL ST. R-1 PROFILE QUAIL ST. L-1 PROFILE HORIZONTAL CONTROL. HOR: 1 = 30 HOR 1» = 30'16, IF A CURB RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT VER: 1- = 5'VER F= 5 GRADED FROM PCR TO PCR. QUAIL ST. PROFILE 17. ALL CROSS PANS ARE 8' UNLESS OTHERWISE NOTED. HOR: 1 =30 VER: 1" -5 HP ELEV = 5483,50 HP STA = 10+66.71 PVI ELEV = 5484.93 PVI STA = 10+95.33 AD = -6.22% K = 32.15 0200.0' VC 5490 5490 45 0 LU < LU (9 11-0 - 0.< UJ 0 W PROPOSED GRADE @ CENTERLINE DZ 4.71%4.25% 5480 5480 2O UDJ EXISTING GRADE @ CENTERLINE CO Ug U) C 5470 5470 Ra Z END ASPHALT PAVEMENT GRADE QUAIL STREET TO SUB-GRADE TO THE SOUTH SUB-GRADE PROFILE SHEET COORDINATE WITH GEOTECHNICAL ENGINEER 0 15 30 605460. 54608Z Know what's below. k:$2 C7.0A Ct:Ca|| before you dig.SCALE: 1' = 30' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+50 a·)'Jj..Where GreatFI/54THAVE NMVHO 21 03>IOBHO 1 ON 103rOld 31'IS ZOH 931ON 11!WEInS lSI },8.S ONE aiva 8,08·Zz 90 9,02'90 00 33hll1\2018\18005 - Quad RuICADD\Sheet Sets\C[)\(7 0 QUAIL STREET- P and Pt ARVADA) d,wg tab 67 OA QUAIL STREET. PLAN AND PROFILE (ARVADA) Aug 03, 2018 - 1 45pm Foglesby 1 7 1 littlr//4 C.oral' 80170 - .lilli-JOEL L LUBKER *>7 QUAH- RIDGE ESTATES / DAWN R LUBKER RESUBDIVISION 5332 QUAIL ST EX. ROW 0//555505555550,44=OR QUAIL STREET j 149 19144--ESASTK»1230„a,Ess\UN77#777787#MP//T#X#H##U/777// CHR\STOPHERSS-rm©KLER '////////ht'G\T=XEsMT.///1//l//41//N///77+UjU/9/////////l////////////////////t////////'*fe///l////////////////////////////////////1, ELEV:5467.go KEYMAP 10 16+ 0 17+00 18t90_19+00 S -- --=2 UT!_-!IM_ESM NGS -Q 165", PID: KK0639. EOASTA: 15+12.50/13.00'R -- ---ELEVATION: 5403.59' (NAVD 88 DATUM).liLLi ELEV:5467.98 46' ACCESS AND ACCESS AND EX. 40' ROW DEED ,30' DENVER WATER NOTES:IMPROVEMENTS j I CONSTRUCTION 'CITY BOUNDARY CONSTRUCTION REC 572675,4/6/54 BY OTHERS :ESMT,NON-EXCLUSIVE30· DENVER WATER ESMT VARIES EASEMENT 1. REFER TO SHEET Cl.4 FOR APICAL STREET SECTIONS. i NON-EXCLUSIVE46' ACCESS AND EASEMENTCONSTRUCTION ESMT 2. ALLSTATIONING ISDN CENTERLINE UNLESS OTHERWISE NOTED ON PLANS. i 3 CENTERLINE AND R.0 W DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINAL SUBDIVISION PLAT FOR HORIZONTAL CONTROL, 4 ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED.1 11 3»J m 5. FOR ALL PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS QUAIL ST. PLAN RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION SCALE: 1' = 30 AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON THE JOB SITE AT ALL TIMES.0 QUAIL STREET IS TO BE GRADED TO PROPOSED SUBGRADE 6. ALL FLOWLINE ALONGCURB RAMPS SHALLHAVE A MINIMUM CROSS SLOPEOF 0.5%TO AFTER UTILITY INSTALLATION FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. FROM STA 15+12.50 SOUTH 7. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS LL COMPLYING WITH THE REQUIREMENTS OF ASTM C-443 OR ASTM C-923, AS APPROPRIATE. 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS. 10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL PAVEMENT DESIGN REPORT. 11 ALL CURB RETURN RADII SHALL BE 20' UNLESS OTHERWISE NOTED ON PLANS. 12. REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS. 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERLINE AND IRRIGATION LINE STANDARDS AND SPECS 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER STANDARDSAND SPECS. 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION, AND HORIZONTAL CONTROL. 16. IFACURB RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT GRADED FROM PCR TO PCR. 17. ALL CROSS PANS ARE 8' UNLESS OTHERWISE NOTED. QUAIL ST. PROFILE HOR' 1 =30 VER: 1" = 5' 5480 5480 0 LP ELEV = 5457.75 10.00 LP STA = 17+68.63 SUB-GRADE AT CENTERLINEPVI ELEV = 5458.91 END FG PROFILE (SG = FG -17PVI STA = 17+18,63 TRANSITION TO SUB-GRADE AD = 1.69% PROFILE ZK = 59.34 100,0' VC DZ 5470 LP ELEV = 5453.34 5470 Di O LP STA = 19+98.61 PVI ELEV = 5453.59 0>CO<D <0 PVI STA = 19+48.61 N .S.25 <D h AD=1.81%D <O.10 K = 55.10 a100.0' VC 00 EXISTNNG GRA 0 LU @ CENTERLINE CO 5460 5460 EXISTING GRADE 112 @ CENTERUNE 0 EXISTING QUAIL STREET %ME.+ CD LU Grn SECTION W/ SW LE -.50% END SUBGRADE PROFILE 5450 AND TRANSITION SHEET TO EX PAVEMENT 5450 0 15 30 60 9 0 2:N :Know what's below.C7.1Ca|| before you dig.SCALE: 1" = 30' 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 U!Bag saoeld lea.,9 304AA J NIAA¥¥O 03>¢03HO 03Allddl 90091 ON 103fONd 31¥DS ZUOH S31¤N 701-Liwens ls'1¥.LLIV,lanS ONE 31¥0 "08 22 90 8,0690 90 S1NBINA000 ONV N¥ld - 1332LLS lIVADOnhUSNOO lIAIOI \2018\18005 - Quall RunECADD\Sheet Selll\(7 0 QUAIL STREET - P and /( ARVADA) dwg tab C7.1 QUAIL STREET - PLAN AND PROFILE (ARVADA) Aug 03, 2018. 1 45pm roglesby PROFILE (ARVADA) 720.283 67830[fite I I Irfl,-r,n, C.Norado 80170 I:\2018\18005 - Quail Rui,CAD[)Sheet Sels\COCT 2 W 53RD DRIVE - PLAN AND PROFILE dwa tab (7 2 W 53RD DRIVE .PLAN AND PROFILE Aug 03. 2018.1 46:,rn Foglesby SEE ############ SHEET #### 1 1 2 3 4 111 5 PC STA: 10+15.00 / 34.00' L 6 7 111 8 11 - ELEV· 548304 11I FOOT TYPE 28 3 END TYPICAL SECTION PT STA: 10+30.00 / 19.00' L ,32' FL-FL' ELEV: 548250 r DRIVEWAY CUT (TYP )A- SEE SHEET C7.3 1 I Ikil 1 il / / CDOTTYPE 28 1 If4' CROSSPAN // FOR KNUCKLE DESIGN 6' U.E.-i PIERSON COURT STA: 10+00.00 R15' STA: 13+56.00 STA: 11+16.45 STA: 10+00.00 100 I 11+084 /S89'44'59"W 356.00 12+90 0 - - 13+00 13+93 N *n 1-- CDOT TY•rE l A I KEYMAP 19 tO R15'CAM FL STA: 13+04.50/19.00· R FL STA: 11+50.50 / 19.00' R ELEV 5474.94 - FLSTA 13+12 50/13.00'R PT STA: 10+30.50 / 13.00' R Ir NGS ·Q 165". PID KK0639.ELEV: 5478.48 ELEV. 5474.87 ELEVATION 5403.59' (NAVD 88 DATUM). ELEV: 5481.96 FL STA: 11+42.50/13.00' R PC STA 13+22 00/ 13.00' R 1/-7 /1 SEE SHEET C7.6 ELEV: 5478.79 ELEV: 5474.68 18 / I |. 11 TFNX ! PC STA: 10+15.00 /28.00' R 1 IFOR TRANSITION DESIGN 13 14 15 PT STA: 13+37.00 / 28.00· Rj NOTES: ELEV: 5473.62 SEE ############SEE ALLEY 1 W. 53RD DRIVE PLAN 1. REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS.SEE PIERSON COURT SHEET ####SHEET C7.6 -SHEET C7.4SCALE: 1 = 30·2. ALL STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS. 3, CENTERLINE AND R.O.W. DIMENSIONS ARE FOR REFERENCE ONLY REFER TO THE FINAL SU8DIVISION PLAT FOR HORIZONTAL CONTROL. @DOJee e 4. ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED 5 FOR ALL- PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY HP ELEV = 5482.25 OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION HP STA = 1+08.27 AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON PVI ELEV = 5482.41 THE JOB SITE AT ALL TIMES. PVI STA = 1+11.78 AD = -5.7056 6. ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF O.5% TO K=4.14 FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. 23.6· VC 7 PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE 5490 0 5490 5490 5490 SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS g COMPLYING WITH THE REQUIREMENTS OF ASTM C-443 OR ASTM C-923, AS GB STA = 1+33.56 APPROPRIATE,GB STA = 0+90.00 GB STA = 0+90.00 coELEV = 5482.14ELEV = 5483.07 G8 STA = 1+33.56 ELEV= 5481.88 ELEV = 5481.68 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS. 10, ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE 2.90%-2.93%SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL 5480 5480 PAVEMENT DES!GN REPORT-3.61%PROPOSED GRADE @ FLOWLINE @ FLOWLINE 11. ALL CURB RETURN RADII SHALL BE 20' UNLESS OTHERWISE NOTED ON PLANS, 12. REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUGION OF ALL PUBLIC ROADWAY IMPROVEMENTS 547 , I 5475 547 ,0.. 5475 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERLNE AND IRRIGATION LINE STANDARDSAND SPECS.32 33 EE 0+901+00 1+34 0+901+00 1+34 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER STANDARDS AND SPECS. W. 53RD DRIVE L-1 PROFILE W. 53RD DRIVE R-1 PROFILE 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION, AND HORIZONTAL CONTROL. HOR 1-=30 HOR: 1" = 30' VER: 1" = 5'VER: 1= 5 16. IFA CUR8 RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT GRADED FROM PCRTO PCR. W. 53RD DRIVE PROFILE 17, ALL CROSS PINS ARE 8' UNLESS OTHERWISE NOTED. HOR: 1=30 VER: 1"= 5 LP ELEV = 5479.00 LP STA = 11+50.00 PVI ELEV = 5479.57 PVI STA = 11+25.00 AD = 0.63% 5490 K =7903 5490 50.0' VC 0 CO q.LU 800 GB STA = 13+22,000 UU ELEV =5475.06 0.74% - .00%0 0 OO 0 UJ EXISTING GRADE 9g LU 1 a.a.@ CENTERLINE Z D 5480 5480 m 5 0(Q W E J 1- PROPOSED GRADE -.30%20.20 @ CENTERLINE -2.08%BEGIN - KNUCKLE 5470 5470 N 22 k2 XX 9+75 10+00 11+00 12+00 13+00 13+93 SHEET Know what's below.0 15 30 60 Ca|1 before you dig.C7.2 SCALE: 1" = 30' NMV}10 O3M03HI 03Allddl ON 133rOad 31VIS MA31VOS ZEIGH S310N 1VUIV'18nS ONE1VILIV,!finS.t alva .02.90 0 £ 01 90 80 BT=EE=SlNBAROOD N ONV N¥ld NOO 1IAIO CRIES 'M KNUCKLE FL 1%45' 3 6' U.E 9 11 PT STA: 10+92.45/19.00· L ELEV: 5471.76 END KNUCKLE FL 8 STA 3+14.26 STA 10+92,45 Irl 38' PAVEMENT KEYMAP W 53RD DRIVE STA 13+56.Ol R25'rn -PIERSON COUR-m L STA: 10+00.0< KNUCKLE CURB RETUI / so·15'017 542.16' 2+00 +00 NGS ·Q 165". PID: KI<0639.R 15'-107111OZ FLUIDELEVATION: 5403 59' (NAVD 88 DATUM). BEGIN KNUCKLE FL STA: 1+00.00 fy X]NOTE5: STA: 13+22.00 6' ON STREET PARKING 1 REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS.ALLEY 2I li STA 12+54.50CR STA 10+23.56/0.00' 0 2. All STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS.PIERSON COURTPT STA: 10+28.00/ 19.00' R I STA: 10+9600 3. CENTERLINE AND R.C.W DIMENSIONS ARE FOR REFERENCE ONLY REFER TO THE FINAL 32' FL-FL ELEV: 5473.62 SUBDIV1SION PLAT FOR HORIZONTAL CONTROL. 6'1 26 0 18 0 4 ALL ELEVATIONS IN PlAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. CR STA: 10+00.00 / 0.00' ()53' R.0 W. n 5. FOR All PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS 17 25 RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUGION AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON 16 24 THE ]08 SITE AT ALL TIMES. 6. ALL FLOWLINE ALONG CUR8 RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0.5% TO SEE W 53RD DRIVE SEE ALLEY 2 FACTUTATE DRAINAGE AND AVOID STANDING WATER AND ICE. SHEET C7.2 SHEET C7.7 7. PIPE JOINTS SHALL 8E WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS KNUCKLE PLAN COMPLYING WITH THE REQUIREMENTS OF ASTM C-443 OR ASTM C-923, AS APPROPRIATE SCALE' 1- = 30 C 8 CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS. 10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL 8E THE SAME THICKNESS AS THE PROPOSED ALLEY 5ECTION AS REQUIRED BY THE FINAL PAVEMENT DESIGN REPORT. 11. ALL CURB RETURN RADII SHALL BE 20' UNLESSOTHERWXSE NOTED ON PLANS 12, REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS. 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERUNE AND IRRIGATION LINE STANDARDS AND SPECS 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER STANDARDS AND SPECS 15. REFER TO ANAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION, AND HORIZONTAL CONTROL. 16. IFACURB RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN 5HALL BE STRAIGHT GRADED FROM PCRTO PCR. 17. ALL CROSS PANS ARE 8' UNLESS OTHERWISE NOTED KNUCKLE FL PROFILE KNUCKLE FL CURB RETURN R-1 PROFILE HOR: 1 =30 HOR 1 = 30 VER 11' = 5 VER· r =5 SOUTHWEST CORNER OF W 53RD DRIVE AND PIERSON COURT 5490 5490 5490 ET-----7---1 5490 LP ELEV = 5473.71 LP STA = 1+50.00 iPVI ELEV = 5474.03 PVI STA = 1+25,00 HP ELEV = 5472.27AD = 0.82%HP STA = 2+64.26 - K=61.19 PVI ELEV = 5471.95 GB STA = 9+90.0050.0' VC PVI STA = 2+89,26 -ELEV = 5474.89 0AD = -1.54% g 19 K = 32.54 50.0' VC 5480 5480 548 0 5480 I > LU i 00 SK 0>0 Ul ,_ LU -1.26%-2.08% PROPOSED GRADE PROPOSED GRADE @ FLOWLINE 5470 @ FLOWLINE 5470 5470 5470 Z SHEET 5460 5460 5460 . 5460 Z Know what's below.0 15 30 60 22 2 2 Z Ca|| before you dig. 0+50 1+00 2+00 3+00 3+50 9+9010+00 10+88 SCALE: 1" = 30' 33HS NMVHCI 931ON IVILIWIRS LS, ON 31Vo BLOZ ZZ 90 Nnhl l IVAD 547778 I \2018\18005 - Ouail Run\CADDSheet Selll\Ci 2 KNUCKLE - PLAN AND PROFILE dwg tab C73 KNUCKLE- PLAN AND PROFILE Aug 03, 20)18· 146pm roglesby -7 -117-11[ 10 W3RD DIRIV 14 111 1 111STA. 10+00.001 111 1 lili STM FES 1 STA: 13+74 7.62.71 (1-- 1 li JU11121STM INL 2.10' TYPE R LET S : 13+51.42 / 18. 7 P STA: 10+92.45/ 9.00' L LEV: 5471.76 STM MH 2 5' DIA DROP MH ALLEY 3 RIM=5464.80 FE , 18" FES ALLEY 2 ASTA: 12+54.50 INV. IN (18 1 5460.84 (NW)8 / 67 (L) 8 STA: 12+54 0 6' U.P ERSON COURT INV. OUT(1 ·) = 5456.70 (SE) PIERSON C RT 12+65.00 INV IN< " = 60 84(N)INLE · L)• ··0 00. 55SEE S ET C7.3 1#51 1FOR KNUCKLE SIGN U 9 10 +00 0.12'5424 1 12+14+00 :0 0 -0 KEYMAP 71 CD TYPE 28 09 1 21 18" RCP S 0 E D ASPHALT 00 S A: 15+22.16/0.00·()No 6' ON REET P KI S MH 1.4' DIA H 38 AVEMENT TM INLET 1,10 E INLET NGS ·Q 165", PID: KK0639.ELEV: 54 3.22 ELEVATION, 5403.59 (NAVD 88 DATUM).IM = 5468 STA: 13+26.74 /1 . 0 (R) V. IN (8-) = 66.00 (W)r INV. T (18-)= 54 17(S)® 27 2 W 53RD PLACESEE H 5 STA: 13+56.02 N6e1 34 71 18" R P SD -• FOR RE DESIGN PIERSON COURT NOTES: STA: 13+60.91P T : 13+33.0 / 19.00' R 01 1. REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS. ELE 5465.02 STM INLET 3,15' TYPE R INLET 25 28 STA: 15+00.90/19.01(R)2. ALL STATIONING IS ON CENTERLINE UNLESS OTHERWI5E NOTED ON PLANS, 17 41 3. CENTERLINE AND R.O.W, DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINAL SEEW 53RDDRIVE SEE ALLEY 2 SEE ALLEY 3 SEE W. 53RD PLACE SU BOTVISION PLAT FOR HORIZONTAL CONTROL. SHEET C7.2 SHEET (7,7 SHEET C7.7 SHEET C7.5 4. ALL ELEVATIONS INFLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. STM INLET 1. 10' TYPE R INLET-5. FOR All PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS FL = 5465.19 PIERSON COURT PLAN RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY INV. OUT (18") • 5401.19 (SE) I OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTIONSCALE: 1- = 30'AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON STM MH 2.5 DIA DROP MH - 1 THE JOB SITE AT ALL TIMES.0 RIM = 5464.80 5470 INV. IN (18 - 5460.84 (NW) _ 5470 547°LICELI5417O 6. ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0 5% TO INV. OUT (183 = 5456.70 (SE)__FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. INV. IN (18") = 5460.84 (N)7 PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE STM INLET 2. 10' TYPE R INLET SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS FL = 5463.97 COMPLYING WITH THE REQUIREMENTS OF ASTM C 443 OR ASTM C.923, AS L Z INV. IN (18·)=545493(NW)APPROPRIATE. INV OUT (18·) = 5454.73 (SE)I cD .p 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY 100-YR HGL STM FES 1, FOREBAY UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 45 RIM=5454.85 INV. IN CIr) = 5453.00 (NW)9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDINGI I l 100-YR HGL n I I BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS 5460 5460 54160 p-----«-------j--L=-----r-1--1--1 5460 DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS. 11.6 LF - 18-REP@ 3.00%2.1·10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED 8Y THE FINAL PAVEMENT DESIGN REPORT. 11. ALL CURB RETURN RADII SHALL BE 20' UNLE5S OTHERWISE NOTED ON PLANS33.9 LF - 18- RCP 8 5.22% PROP. W/L CROSSING STA. 10+37.34 12. REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS B.O.P.=5459.20 REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS.38.0 LF - 18 RCP @ 2.00% 49.6 LF - 18 RCP@ 3.50%13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERUNE AND IRRIGATION LINE 5450 5450 STANDARDSANDSPEG, 5450 5450 PROPOSED GRADE 517 LF - 18" RCP @ 2.30%14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER@ CENTER OF PIPE STANDARDS AND SPECS.PROPOSED GRADE @ CENTER OF PIPE 15. REFER TO FINAL PLAT FOR RIGHT.OF-WAY AND CENTERLINE DIMENSION, AND HORIZONTAL CONTROL 544 -5445#445 0 0 3 2445 g„16. IF A CURB RETURN DETAIL iS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT GRADED FROM PCR TO PCR. 9+75 10+009+75 11+00 11+1510+00 11+00 11+20 PIERSON COURT PROFILE 17. ALL CROSS PANS ARE 8' UNLESS OTHERWISE NOTED. STM PROFILE STA: 13+26.74 STM PROFILE STA: 15+00.90 VER: 1 = 5 STORM SEWER NOTES: HOR: 1 =30 HOR: 1-=30 HOR: 1" = 30' VER 1· = 5'VER 1· = 5 1. STORM INLET STATIONING/OFFSET REFERENCE IS AT THE INTERSECTION OF FLOWLINE AND THE CENTER OF THE STRUCTURE, 2. ALL STORM SEWER PIPE SHALL BE CLASS 111 RCP UNLESS OTHERWISE NOTED, 3. STORM INLETS LOCATED ALONG CURBS SHALL BE CONSTRUCTED WITH TOP OF BOX AT SAME GRADE AS EXTENDEDCURB UNLESS OTHERWISE NOTED, 5480 54800 4. ALL STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS. HP ELEV = 5465.08 HP STA = 13+31.00 5. CENTERINE AND R.O.W. DIMENSIONS ARE FOR REFERENCE ONLY REFER TO THE FINAL PVI ELEV = 5464.38 SUBDIVISION PLAT FOR HORIZONTAL CONTROL. PVI STA = 13+56.000> AD = -0.70%6. FOR ALL PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS STM MH 2.5' DIA DROP MH -K = 71.49lo:g. RESPONS1811 FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY RIM = 5464.80 50.0' VC OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON UINV IN (18-)=5460 84(NW)THE ;08 SITE AT ALL TIMES. INV. OUT (18-) = 5456 70(SE)0¤ 00 INV. IN (18·) = 5460.84 (N)7. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE 5470 5470 SECTIONS AND AT MANHOLES PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS COMPLYING WITH THE REQUIREMENTS OF ASTM 0443 OR ASTM C-923, AS 0 <WEND KNUCKLE DESIGN APPROPRIATE. 00 UJ 'W PROPOSED GRADE 0W @ CENTERLINE 82.00 SEE SHEET C7 3 FOR KNUCKLE DESIGN 149.0 LF - 18" RCP @ 2.91% 0 > END ASPHALT PAVEMENT 5460 5460 GB STA = 15+36.93 ELEV = 5455.51EXISTING GRADE @ CENTERLINE PROP. SAN. CROSSING BY OTHERS STA,12+64.97 TO.P.= 5451.45 SHEET 545 5450 Know what's below.0 15 30 60 2/2 Sl 2K 22 Ca|| before you dig.(37.4 X1 9+81 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SCALE: 1" = 30' Where Great !jJO €8£9 E8Z NMV>10 Il /3/03/0 03AOWdd¢ON 103rl 31VOS 'ZkOH 3-IVOS %lA S31ON 1Vill,lenS ISI 1ViL,11'4809 ONE 31VO 9102 22 90 8,02'9090 SlNBMROOD N ONV N¥ld NOO 1 IAIO NOSk131d 5477:30 547683 547480 132018\18005 - Quail RunCADDISheet Sels\CD\C 7 4 PIERSON COURT . PLAN AND PROFILE dwg tab (7 4 PIERSON COURT - PLAN AND PROFILE Aug 03 201 8 - . 47 pm roglesby r-nwr,1-6 111 1 littll-In.....80120 | SEE QUAIL STREET SEE ALLEY 1 SEE pIERSON COURT SHEET (7-9,,I I CR STA: 1+00.00/0.00' n 49T 97 6 4LPC STA: 10+1&.12 / 284 CR STA 1+23.51 / 0.00' () ELEV· 5470.30 ELSTA: 11+4478/1300'L PT STA 13+22.12/13,00' L 136A ELEV 5468.24 ELEV: 5464.23 \ - EiFId PT STA: 10+30.12/13.00· L | fFORTRANSITION DETAIL 37 | 38 'CR STA: 1+23 61/000'(L) I ,-,JSEE SHEET C76 39 40| 41 PCR STA 1+00.00 / 0.00' () i IPCSTA: 13+36.96/25.81' L FL STA: 11+50-78/ 19.00' L _FLSITA: 13+10.78/13.00' L 42\ I 61 ELEV: 5464.45ELEV 5463.973 L 31--409: ELEV. 5467.97 FLTA: 13+04.78 /19.00' Uk,I I IIA' r CDOT TYPE 38 | i 1\I T4' CROSSPAN,r ,<_ I - - -8' PARKING -,&«'-'PIERSON-STREET I 1 I v-STA: 13+60.91 R15'/1-1 -,4.' 1-12 1.10[ W 53RD PLACE 190 Z CDOT TYPE 38 -1 R15' R15'CURBRETURNR-2.9.. CR STA: 1+23.51 / 0.00' 0 R1532' PAVEMENT W/,CR STA 1+00.00/0.00' 0 / I 11 ELEV: 5469.00 5 LE-PC STA· 13+21.92 / 13.50' R A-,D\iKI QUAIL STREET KEYMAP ALLEY 1 W 53RD PLACE SEE QUAIL STREET ..C STA 10+14.92 / 27.95' R ELEV: 5463.69T STA: 14+7861 STA· 13+61.80 0 lilid-W 53RD PLACE CR STA: 1+23.61 / 0.00' ()0 STA: 10+00.02 PT STA 13+36.92 / 28.05· R01.52 WCR STA: 1+00.00 / 0.00' 0 ELEV· 5462 72 1 SHEET C7.0 ELEV: 5468.06 W. 53RD PLACE PLAN SEE PIERSON COURT NGS ·Q 165'. PID KI<0639. SHEET C7.4 ELEVATION 5403.59' (NAVD 88 DATUM). SCALE r = 30 NOTES: 5490 - 5490 5480- 5480 5480 - 5480 5480 5480 1 REFER TO SHEET Cl 4 FOR mPICAL STREET SECTIONS. LP ELEV = 5469.75 LP ELEV = 5464.20GB STA = 0+94.00-----LPSTA=1+18.15LP STA = 1+21.55 ELEV = 5467.82PVI ELEV = 5469.71 - PVI STA = 1+14 66 - PVI STA = 1+11.75 2. ALL STATION NG 6 ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS. -PVI ELEV = 5464.11 3. CENTERINE AND R.O.W. DIMENSIONS ARE FOR REFERENCE ONLY REFER TO THE FINAL AD = 4.53%SUBDIVISION PLAT FOR HORIZONTAL CONTROL. AD = 452%K = 5,19K -3.96 17.9' VC 23.5' VC 4. ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. 5. FOR ALL PUBLIC ROADWAY AND UTILNY IMPROVEMENTS THE CONTRACTOR ISELEV = 5464 879--t----t--1-ELEV - 5464.36ELEV = 5470.30 0 RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY11 1 1 -1- OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON548054805470 L_L-1-__1_J-_| 5470 5470 5470+ 21 CON THE J08 SITE AT ALL TIMES. 0 e ai.0 ,_ UJ W 6, ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0.596 TO ; W FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. W LU U} LAI 11 7. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE PROPOSED GRADEp----------1 0 LU W 0 SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS @ FLOWLINEE-.5 COMPLYING WITH THE REQUIREMENTS OF ASTM C·443 OR ASTM C 923, AS r LU 1%APPROPRIATE. PROPOSED GRADE PROPOSED GRADE @ FLOWLINE 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY @ FLOWLINE UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 5470 5470 5460 5460 W 5460 5460 5460 5460 -4.00%9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING 8 UT NOT LIMITED TO ASPHALL CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS-4.00%DUE TO THE INSTALlATION OF PROPOSED IMPROVEMENTS. 0.52% PROPOSED GRADE 10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE @ FLOWLINE SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL PAVEMENT DESIGN REPORT. 11. ALLCURB RETURN RADII SHALL BE 20' UNLESS OTHERWISE NOTED ON PLANS 12 REFER TOTHE CTY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS. 5460 5460 5450 2R 5450 5450 5450 5450 5450 %R 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERLINE AND IRRIGATION lINE STANDARDS AND SPEG, 0*75 1+00 1+50 0+75 1+00 1+50 0+75 1+00 1+50 0+75 1+00 1+50 14. REFER TO THE CLEARCREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER STANDARDS AND SPECS. W. 53RD PLACE FL L-1 PROFILE W. 53RD PLACE FL R-1 PROFILE W. 53RD PLACE FL L-2 PROFILE W. 53RD PLACE FL R-2 PROFILE 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION,AND HOR: 1-=30·HOR: V = 30 HOR: 1" = 30'HOR 1 = 30 HORIZONTAL CONTROL, VER: 1" = 5'VER: 1- = 5'VER: 1" = 5 VER: 1"-5 16. IF A CURB RETURN DETAIL 15 NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT W. 53RD PLACE PROFILE GRADED FROM PCR TO PCR. HOR: 1' = 30 17. ALLCROSS PANS ARE 8' UNLESS OTHERWISE NOTED. VER· 1"-5 5490 5490 HP ELEV = 5469.86 HP STA = 10+68.76 PVI ELEV = 5470.42 GB STA = 10+21.00 PVI STA = 10+75.00 ELEV = 5469.34 AD = 4.57% K = 21.88 100.0'VC5480 5480 It > N ¢4 PROPOSED GRADEa. a. @ CENTERLINE 5470 5470 DD 2.00%4.17%€ 1< 1 4.17%LU .m (911.0 LAI 2.00/0 -4.17%4.17%N EXISTING GRADE @ CENTERLINE 5460 5460 5455 5455 SHEEI ?2 3E Know what's below.0 t5 30 60 9+75 10+00 11+00 12+00 13+00 13+81 Ca||before you dig.C7.5 SCALE· 1- = 30 u!6@g se:eld leajo 1 I.'IJOE.,9 E.2 IIi ON 1O3ltld 31VOS ZUOH 31'OS LBMOBHO 1Vill,NanS 19,1.1.LIV'lens ONE ON alva 8.'2290 9101·90 90 S.LNBIAIROOCI NOI13Nnhl l IV aNV N¥ld- 33¥ld ClkIESM56 02 SNOO 1 IAIOI \2018\18005 - Quad Rur:CADD\Sheer Sets\C D)\07 5 W. 53RD PLACE · PLAN AND PROFILE. dwg tab (7 5 W 53RD PLACE . PLAN AND PROFILE Aug 03, 2018 - 1 47pm roglesby PROFILE I'll-on Coll'd' 80120 I 2018\18005 Quail Run\CADD\Sneet Sets€[C 6 ALLEY 1 - PLAN AND PROFILE dwg lac (7 6 ALLEY 1 -PLAN AND PROFILE Aug 03. 2018 1 48pm roglesby SEE W 53RD DRIVE SEE ALLEY 2 SEE ALLEY 3 SEE W. 53RD PLACE SHEET C7.2 SHEET C7.7 SHEET C7.7 SHEET C7.5 3 PT STA. 10+25.00 /12.00' L PC STA. 10+25 00/12.00' R PC STA 10+2500/ 12 00' R·nBEGIN EOC 7191 1 / ELEV' 5478.76 PT STA 10+25.00 / 12.00' L ELEV. 5472.80 STA: 10+22%11.407091-[NJ I IlllIENDEOCELEV: 5478.76 | 1 •pSTA: 13+35.25/15.00' (L)ELEV: 5472.80 j j PT STA: 12+87.00 /15.00' I. ELEV: 5479.27 F ELEV 5471.79 1|Ii L 53RD PLACE AN -W 53RD DRIVE | | ELEV: 5473.34 ,. , STA: 11+0150,-P 4/6 RIO' Il,FIIALLEY 1 ALLEY ll =»;El lilli\1.4%'LR10' R10'LR10' R10'-/g STA: 13+61.80 2 01 4111 Z% rldf | BEGIN EOC END EOC STA: 10+26.50/15.00'(R) 4 ALLEY y STA: 13+35.36/15.00' (R) ELEV: 5480.86 cn ELEV: 5470.17 L30· CONC SEE THIS SHEET I 9 10 I 'U C FOR TRANSITION DESIGN SEE THIS SHEET 1 '1 23 4 5 7 8 FOR TRANSITION DESIGN SEE W 53RD DRIVE ALLEY 1 PLAN SEE W. 53RD PLACE SHEET C7 2 SHEET C7.5 SCALE· 1" = 30 NGS ·Q 165", PID: KK0639,02 ELEVATION: 5403.59· (NAVD 88 DATUM) NOTES: 1. REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS CDOT MODIFIED 2. ALL STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS. TYPE 38 \3. CENTER LINE AND R. O.W. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINAL SUBDIVISION PLAT FOR HORIZONTAL CONTROL. | CDOT MODIFIED _ 1% Il ™, TYPE 38 11 4. ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED.5 4 5. FOR ALL PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS m 1.4%RESPONSIBLE FOR 08TAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CImOF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION AML V AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON 3.53 3 S% ''4 THE ]08 SITE AT ALL TIMES 0 30.47' -6, ALL FLOWLINE ALONG CURB RAMPS SHALLHAVE A MINIMUM CROSS SLOPE OF 0 596 TO FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. 33%33%7. PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, 8OTH BETWEEN PIPE SECTIONS AND AT MANHOLES. PIPE JOINTS SHALL CONSIST OF RESILIENT CONNECTIONS COMPLYING WITH THE REQUIREMENTS OF ASTM C-443 OR ASTM 0923, AS APPROPRIATE, CDOT TYPE 3B CDOT TYPE 38 1[ 41 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 10 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING BUT NOT LIMtTED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS, W. 53RD DRIVE & ALLEY 1 10. ALL ALLEY CUR8 CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL TRANSITION DETAIL PAVEMENT DESIGN REPORT. SCALE: V = 20 11. ALL CURB RETURN RADII SHALL BE 20' UNLESS OTHERWISE NOTED ON PLANS. W. 53RD PLACE & ALLEY 1 12. REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS. TRANSITION DETAIL 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERLINE AND IRRIGATION LINE SCALE. 1 = 20 STANDARDS AND SPECS. 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWERALLEY 1 PROFILE STANDARDS AND SPECS HOR. 1" =30 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY AND CENTERLINE DIMENSION, AND VER: 1 = 5 HORIZONTAL CONTROL. 5500 5500 16. IF A CURB RETURN DETAIL IS NOT PROVIDED. THE CURB RETURN SHALL BE STRAIGHT GRADED FROM PCR TO PCR. 17. ALL CROSS PANS ARE 8' UNLESS OTHERWISE NOTED. HP ELEV = 5480,06 HP STA = 10+21,23 PVI ELEV = 5480.17 PVI STA = 10+40.00 GB STA=10+11.00-AD=-4.01%ELEV = 5480.04 K= 1246 5490 50.0' VC 5490 8: .0 O C> 02 +CO to.EXISTING GRADE O to @ CENTERLINE a. a. .00. 5480 5480 Z D 4,00%4.00% <C D PROPOSED GRADE 0>a @ CENTERLINE 5470 5470 -4.00%4.00% 546Q m 54608 N @8 SHEET 22 22 0 15 30 60 9+75 10+00 11+00 12+00 13+00 13+92 Know what's below.C7.6Ca|| before you dig.SCALE: 1" = 30' 9002, ON 103,0NAA\Ala 31 /3/03/0 03AllddV 3-WIS ZI 31VIS IHBA 931ON ly.LLIVES ill 1.1LlrianS .Ne ON 3.LVO .02 2 90 0290 90 P C EL V =91.NaINnOOCI NollonkiLSNOO 1 IAIO El 11:10Md UNV NV Id - L A=I I IV 54805 1500 West Canal Court little wr Colorado 110120 -SE'LY: SEE PIERSON COURT SEE ALLEY 1 SEE PIERSON COURT SHEET C76 SHEET C7.4 SHEET C7.6 SHEET C7,4 PC STA 10+74.00 / 15.00' L 1 le 11ELEV 5479.21 T PC STA: 12+43.00 / 15.00' L g ELEV: 5473.28 11 12 13 14 15 16 17 18 PT STA: 10+25.00 / 12.00' L END EOC 34 I 33 32 30 29 28 27 2 31 ELEV 5478,76 STA: 12+30.00/12.00' (L)END EOC ' '·STA: 12+65.00 PT STA· 1 0+25.00 / 12.00' LELEV: 5471.67 STA: 12+30.00/12.00' (L)7, LI I M4.0%l I Eun/: 5472.80 c/r ' STA. 12+54.50 R10'73 Z R10'f9+75 11 19° _ rl+00S89°44·59"W 254.50' S89°44'59.W 254.50' 5.9%8ALLEY 1 ALLEY 1R10·24' CONC 49%NSEE THIS SHEETSTA 10+96.00 ALLEY FOR TRANSITION DESIGN STA: 12+65.00 24' CONC SEETHISSHEET ALLEY 2 ALLEY 3 PT STA 10+25.00/12.00' R ALLEY STA 10+00.00 PTSTA 10+25.00/12.00' R END EOC PIERSON COURT 5 g STA: 10+00.00 ELEV: 5472.80 FOR TRANSITION DESIGN KEYMAP ELEV: 5478.76 STA 12+3000/12.00' (R)STA: 10+96 00 35 | 36 | 37 38 39 40 END EOC ELEV 5470 93 ALLEY 2 STA: 12+30.00/12,00·(R) 19 20 21 22 23 PC STA: 12+87.00 / 15.00' L 24 25 26 | | STA: 12+5450 11 ELEV. 5471 73 ELEV: 5466,20 PC STA: 11+18.00/15.00' L 41 42 ELEV.547787 _IL 10 NGS 'Q 165". PID: KK0639. ELEVATION: 5403.59· (NAVD 88 DATUM)liLLi SEE ALLEY 1 ALLEY 2 PLAN SEE PIERSON COURT SEE ALLEY 1 ALLEY 3 PLAN SEE PIERSON COURT SHEET C7.6 SHEET C74 SHEET (7.6 SHEET C7.4SCALE: V = 30 SCALE r = 30 NOTES: 1 REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS 2. ALL STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS 3. CENTERLINE AND R.O.W. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FNAL SU8DIVISION PLAT FOR HORIZONTAL CONTROL. 4 ALL ELEVATIONS IN PLIN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED,A !2'45"lm: 5 FOR ALL PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON THE JOB SITE AT ALL TIMES.0 11 12 |17 18 6. ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0.5% TO FACILITATE DRA]NAGE AND AVOID STANDING WATER AND ICE. £41 I r-7 PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES. PIPE JOINTS SHALLCONSIST OF RESILIENT CONNECTIONS COMPLYING WITH THE REQUIREMENTS OF ASTM C 443 OR ASTM C·923, AS APPROPRIATE.3. 1 1 ZI@ 0 6 19·19*0% .1*I 4.0% 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY 21%UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. r----33.5--7 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING €> 92.,4 N 5466.93 BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS\ 9 DUETOTHEINSTALLATIONOFPROPOSEDIMPROVEMENTS.10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS SHALL BE THE 59%SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL 49%PAVEMENT DESIGN REPORT 11. ALLCURB RETURN RADII SHALL BE 20' UNLESS OTHERWISE NOTED ON PLANS. 12. REFER TO THE CITY OF WHEAT RIDGE /CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS, 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERLINE AND IRRIGATION LINE STANDARDS AND SPECS. ALLEY 1 & ALLEY 2 PIERSON COURT & ALLEY 2 ALLEY 1 & ALLEY 3 PIERSON COURT & ALLEY 3 14. REFER TO THE CLEAR CREEK VALLEY SANITATION DISTRICT FOR ALL SANITARY SEWER STANDARDSANDSPECS. TRANSITION DETAIL TRANSITION DETAIL TRANSITION DETAIL TRANSITION DETAIL 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAY ANDCENTERLINE DIMENSION, AND HORIZONTAL CONTROL.SCALE. 1· = 20 SCALE r = 20 SCALE: 1" = 20'SCALE 1 = 20 16. IF A CUR8 RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT GRADED FROM PCR TO PCR. 17. ALL CROSS PINS ARE 8' UNLESS OTHERWISE NOTED. ALLEY 3 PROFILEALLEY 2 PROFILE HOR 1- = 30 HOR 1 - 30 VER: 1" = 5' HP ELEV = 5478.53 HP ELEV = 5472.56VER 1»=5'HP STA = 10+28.24 HIP STA = 10+21.57 5490 -PVI ELEV = 5478.69 5490 PVI ELEV = 5472.67 N GB STA=10+15.00-PVI STA = 10+45.00 PVI STA = 10+39.68 ELEV = 5478.46 AD = 455%AD = -3.6390 K = 10.99 K = 13.77 50.0' VC 50.0' VC Z CO 0CO¤0 5480 5480 D CO ¤..N g: 0 . GB STA = 12+3100 GB STA = 12+35.50 ELEV = 5471.35 PROPOSED GRADE LLI ELEV = 5466.42@ CENTERLINE GB STA = 12+24.50 <D Ul < LU W ELEV = 5466.88PROPOSED GRADE <C W 0 LU @ CENTERLINE 0 OUJ ._, COLU D 5480 5480 0 15 30 60000 0 a. 0- SCALE: 1" = 30' 0.75% 0--3.0 >LL]5470 5470 e..!3 W EXISTING GRADE @ CENTERLINE EXISTING GRADE @ CENTERUNE 5470 5470 -6.00% -8.00%-2.00% -2.00%8.33% SHEET 546§, 54652g 546Q 5460 :2 :: 212 :2 2:ON 22 ... + I ot *Know what's beloW. 9+75 10+00 11+00 12+00 12+79 9+75 10+00 11+00 12+00 12+80 Ca|| before you dig.C7.1 u!698 50)eld le 1 .'1110EB£9/0/0£ BAO dd 31VIS ZIOH 31VOS IMBA illillens ist 1¥11!r,In S ONE 31VO 9102 22'90 9,9 90 20 = 0 0000 Sll43IAInDOCI NOI-LOnhliSNOO 1IAIO N¥ld - £ *311¥ 9 Z A311V\2018\18005 - Quail Run\CADD\Sheet Sets\C[/ 7 / LEY 2 & ALLEY 3 . PLAN AND PROFILE dwil tab (7 7 ALLEY 2 & ALLEY 3 - PLAN AND PROFILE Aug 03, 2018 - 1 49prn roglesby AND PROFILE 15 00 We51 C an al Court ...'ll|.1 1111,-on, C'Norado 8//0 l 44 <T 44» 41 21/74.75 I 2.4%I... 180%111 CLE- n 21 . F Z% KEYMAP ·-r--L !114!--q_ 14 r 1.1.' '-r 43-82.33- 3 - 202»8262 . BENCHMARK NGS ·Q 165". PID: KK0639. ELEVATION: 5403.59' (NAVD 88 DATUM). NOTES: 1 REFER TO SHEET Cl.4 FOR TYPICAL STREET SECTIONS 2. ALL STATIONING IS ON CENTERLINE UNLESS OTHERWISE NOTED ON PLANS 3 CENTERLINE AND R.O.W DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINAL x005SU 8DIVISION PlAT FOR HORIZONTAL CONTROL. 82% 1 4 ALL ELEVATIONS IN PLAN VIEW ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. 8200--18252 / DETAIL A DETAIL B DETAIL C DETAIL D 5. FOR ALL PUBLIC ROADWAY AND UTILITY IMPROVEMENTS THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST EDITION OF THE CITY OF WHEAT RIDGE/ CITY OF ARVADA DEVELOPMENT STANDARDS AND REGULATIONS PRIOR TO CONSTRUCTION AND KEEPING THE CONSTRUCTION PLANS AND THE STANDARDS AND REGULATIONS ON THE JOB SITE AT ALL TIMES. SCALE 1" = 10' 29 ;CALE 1 = 10 SCALE 1" = 10 l SCALE: 1' = 10 6. ALL FLOWLINE ALONG CURB RAMPS SHALL HAVE A MINIMUM CROSS SLOPE OF 0 5% TO FACILITATE DRAINAGE AND AVOID STANDING WATER AND ICE. 4 411 7 PIPE JOINTS SHALL BE WATERTIGHT AND FLEXIBLE GASKET JOINTS, BOTH BETWEEN PIPE SECTIONS AND AT MANHOLES. PIPE JOINTS SHALLCONSIST OF RESIDENT CONNECTIONS COMPLYING WITH THE REQUIREMENTS OF ASTM C 443 OR ASTM C-923, AS APPROPRIATE. 8. CONTRACTOR TO COORDINATE ALL REMOVAL AND/OR RELOCATION OF EXISTING DRY UTILITIES WITH THE APPROPRIATE PUBLIC SERVICE PROVIDERS. 9. CONTRACTOR TO REMOVE AND DISPOSE OF ALL MATERIALS DEMOLISHED INCLUDING BUT NOT LIMITED TO ASPHALT, CONCRETE, PIPES, POLES AND ANY OTHER MATERIALS DUE TO THE INSTALLATION OF PROPOSED IMPROVEMENTS. 0 J:1:I I DRAWN CHECKED 900@t ON 103rlld -----IT 31VOS 2210HAPPROVED 10. ALL ALLEY CURB CUTS AND SIDEWALK ADJACENT TO ALLEY CURB CUTS 5HALL BE THE SAME THICKNESS AS THE PROPOSED ALLEY SECTION AS REQUIRED BY THE FINAL PAVEMENT DESIGN REPORT 11. ALL CURB RETURN RADII 5HALL BE 20' UNLESS OTHERWISE NOTED ON PLANS. 12. REFER TO THE CITY OF WHEAT RIDGE / CITY OF ARVADA STANDARDS AND SPECS REGARDING THE CONSTRUCTION OF ALL PUBLIC ROADWAY IMPROVEMENTS 13. REFER TO VALLEY WATER DISTRICT FOR ALL WATERUNE AND IRRIGATION LINE STANDARDS AND SPECS. 14. REFER TO THE CLEAR CREEK VALLEY SANITAT ION DISTRICT FOR ALL SANITARY SEWER STANDARDSAND SPECS 011' i 15. REFER TO FINAL PLAT FOR RIGHT-OF-WAYAND CENTERLINE DIMENSION, AND / HORIZONTAL CONTROL.L 0.44 62 110 12 1 70.09 -8/88 /0·42 7256ff 'r=J 16. IF A CURB RETURN DETAIL IS NOT PROVIDED, THE CURB RETURN SHALL BE STRAIGHT GRADED FROM PCR TO PCR. I r .4 74.--1 84 4-17. ALL CROSS PANS ARE 8' UNLESSOTHERWISE NOTED. z -,03_ i dr 109, - P - DETAIL F DETAIL E SCALE V =10 f\\ 11 DETAIL G SCALE: 1" = 10 SCALE: 1" = 10 SHEET Know what's below.601 C7.8Ca|| before you dig.SCALE: 1" = 30' 1\\ V. 1 1 1018\18005 - C ua l Run\CADD,Shee• Sets CD'( 7 8 RAMP DETAILS d wg tai (78 eMP DETAILS Aug 03 1 .r.1,11 720.283 67830 ./1500 Wist Cand Court f.[.=mill I ittle·on, ColorM,·lo A0170 11 91 W. 53RD PLACE N r-STMMH 2,5' DIA DROPMH 1704 1 / 1. _L_3 1 1 ll I 0 . 2L--2 - * SEE SHEET C5.0 FOR DETAILED WALL GRADING 1 - L-*' POND DATA BLOCK VOLUME REQUIRED: 0.469 AC-FT VOLUME PROVIDED: 0.498 AC-FT74---1 1 100-YR WSEL: 5457.00 100-YR Q_IN: 22.8 CFS 100-YR Q_OUT: 5.0 CFS 3 500-YR WSEL: 5457.96 EURV VOLUME: 0.267 AC-FTPROPERTY LINE -t \I | EURV WSEL: 5456.08 1 LOT 10 12.OBENCII 3rflr[ - / i- 1 */- 11 \ \I . \\\\ ,/ / 1 1 1 10 01 1 KEYMAP , 1 VARIES 12"LAYER OF CLASS 6 „ 1 4:1 ORi /OVER COMPACTED BENCHMARKFOREBAY SEE FLATTER \ /SUBGRADE. STM INLET 2,10' TYPE RINLET 1 : -2%MIN.j L/9;03·' '.·'·· · , ·· ·0. /0rn NGS ·Q 165". PiD: KK0639. ELEVATION: 5403.59' (NAVD 88 DATUM),1 9 1 / ,0'v/\'/<f'FN 171404990 7 1 1 CLASS A DRAINAGE/ MAINTENANCE ACCESS ROAD SECTION GEOTEXTILE N 171404605-'' 1 52.00 ------\ 1 E: 3106132.68- 61 1'A l 5276 1 1 1 1 FN 171403808 | ,'7 ' NTSE 310613626 I 1/ /- 2' CONCRETE PAN 1/ / X 1 . /1 j 1- 4.- -- -.4 EURV POND OUTFALL H: 1" = 20' j/ 46.2 TRACT D I L-1 -1 I -1 4 \ 2 --/ 4 g D 12· MAINTENANCEO ACCESS ROAD 0 (10% MAX) Z /' SEE SECTION 0 fA / ,53 000 000 •55.49 0 0 0 mA /552An\0 o o u I 1 /J/ 111 , '| 5470 1 LOT 9 / Er CONCRETE CHANNEL STORMTECH SC 310,/L- ' 7 1 -L 1 CHAMSER 6 SECDON)1 5462 OVERFLOW - T I APPROXIMATE 500-YR -' WSEL PER EX 100-YR 1- - FLO»UMSTER- Clics Q100= 185 CFS BY OTHERS /48 5470 0 5009 V: 1"9 - Z EE U Z m e= M -I U.) I t B W : %I :En &12 0"go @15 Unim , R.Ji - / / 7 -i = 2.5" PROPOSED GRADE /- @ C:ENTERLINE CONNE6T TO EX' rcHANNEL INV.]Ntlr)=545.1.74(NW) SCo \ _EX BURIEDST«M TECH SC-310 CHAMBER t.40 1. CONCRETE CHANNEL 1 CHECKED 03AOH/dV 5450 |0150 ////77*22! 6>A'8' J77£/TY L23.2·-12-PVC@ 1.38% PRIVATE)- L-32.7%12-PVC @ 1.35% (PRIVATE) f EEMT. ///////TTE0 0\9 9/[2· CONCRETE PAN 57.75 O/0 0 4 52.37f / / 31 f-E: 310613626 li-R2' 52.33 CONCRETE PAN n r-N: 1713953.309399 C / . 7 91*U--\ A.E 310613944 -5454 ySTMFES 2.18" FES , INV. = 5453.00 / /-1/1394656 .60 E 3106122.53 P [30 O y ,.·*STM INLET 3.15· TYPE R INLET mooL STM INLET 4, 10' TYPE R INLET-59 n 9©09 SO 18" RCP SD / /- ify#- MICROPOOL / OUTLET triFIErn -/--f-- = rx-1j / STRUCTURE SEE 1 f OUTLET STRUCTURE |TYPE C INLET N: 1713951.71 E 310615721 3 N: 1713940.23 | I8- CO. 1 1 1 / E: 3106177.43 i I 5950 /r N: 171393671-AlE 310612715822 N· 171393181 E 310616598 4*41 5440 10+80EX 20 RAfNAGE ESMT 2' BURIED/- CONCRETE CHANNEL CONCRETE WEIR -y EX. CHANNEL DETAIL | 544 2 mE X Z D; N 9+86 10+00 %1. CORE DRILL INTO EXISTING CHANNEL AT INVERT AND CONNECT WITH INSERT-A-TEE OR EQUIVALENT CONNECTION. Ili 2. CONNECTiON MUST NOT BLOCK OR IMPEDE CHANNEL-m k (0 3. CONTRACTOR TO VERIFY INVERT OF EXISTING8ECONCRETE CHANNEL PRIOR TO CONSTRUCTION [3 LU »7CIO \5 5459.50-4 4 14*4 8'7 NAM l IVT '.'i/%444*42$,FWPI ..... ... -/ , 1.1 .f1 1 1X Y v /// 7913< 1r PROPERTY LINE LOT 7 *1,1,11://////////A 5 10 NiZIR; REDLAND ASSUMES NO RESPONSIBILITY FOR MODIFICATIONS OR CHANGES TO THE DRAINAGE SHEET SWALE AS ORIGINALLY DESIGNED IN THE FINAL DRAINAGE REPORT FOR SKYLINE ESATES. FILING NO. 2 PREPARED BY KIRKHAM MICHAEL CONSULTING Know what's below. 0 2,0 ENGINEERS. DATED APRIL 2003 Callbeforeyoudig, BOW ' (38.0 SCALE: 1" = 10' '22018\18005 - Quill Run\CADDSneet Sets\CD\(38 0 POND GRADING PLAN dwI tab: C8 0 POND GRADING PLAN Aug 03. 2018 · 1 500/ rogiesby 156694&212:J -5....17/INVI..·In.........70 · CONCRETE PAN ' r T. = 52.83 / WiNG WALLS PER CDOT STANDARDS TW = 56.08 8W = 49.50 N: 1713963.87 E 3106155.56 16.035454- -TW = 57.00 .,ed 57.00 80 / TW = 55.54 / SW = 53.04 / N. 1714057.10 1 E 310611834 N (TYP) TW=5554 8*=5312 N 1714052.58 E 310611596 2.0· CONCRETE TW = 54.51 TRICKLE CHANNEL IBW =53.01 PN 1714057 29 TW = 54.41 E 310612022 BW = 52.91 6 MICROPOOL UN 1714054.00 WALL E: 31826.46 I | r 5452.83 TW=54.38 BW = 52.88 N 1714052.34 E 3106127.36 1-4SEE CDOT DETAIL /M-604-10 FOR TW= 54.34 w aSW = 52.84 --/TYPE C INLET »1714050.31 E 3106126.29 6- 5452.33-L-+ P32 i . TW =52.83 -'3/\ /1 \ TW= 56.08 w M L BW = 49.50CONCRETE PAN .3 N: 1713949 88 E. 3106155.21 43%92£ 4 -111-111 6 4 l'STEP TYPICAL--I 5452.00 Z 9/ J|| ' I NOTCH = 4.21 6 CONCRETE. 4%1 TW = 54.51 A TW = 54.41 ,vv -.4.34 1\2 BW = 53.01 j 8- = 52 91-/N. 1714050.92 N 1714047.63 N 1714049.85 E·3106116.86 2 3106123.10 E. 3106126,05 R .TW= 54.38 ;, L 685 11lil8W = 52.88 N 1714047.83 F 3106124.98 4 0.57' RISECTYP)6" CONCRETE MICROPOOL a CLASS D4 F PAN Ell[ULLL=- 4 .4 5449.50 02 Ilel I lal I lEi" 111 111 =111911 EPOND - MICROPOOL / OUTLET STRUCTURE FOREBAY PLAN VIEW PLAN VIEW SCALE: 1· = 5'SCALE. 1" = 5 NOTE: CONTRACTOR TO SUPPLY STRUCTURAL SHOP DRAWINGS FOR FOREBAY AND WINGWALLS NOTE: CONTRACTOR TO SUPPLY STRUCTURAL SHOP DRAWINGS FOR FOREBAY AND WINGWALLS STAIR DETAIL SECTION E-E NTS STAINLESS STEEL SUPPORT BARS SPACE POST 5.9' O.C n -v 2· DIA,STD.WT. STEEL PIPE (ASTM A53. GRADE 8)\ PAINTED PER COUNTY SPECS \ STEEL PERFORATED FLOW CONTROL_APLATE 12- NO. 93 JOHNSON VEE WIRE STAINLESS STEEL WELL SCREEN-1(OR EQUIVALENT) It 2\ 2 <- R=6- (TYP.1 AAAAA4 Flow 0 DRAWN CHECKED APPROVED 9008, ON 103.Id 31¥OS Z8OH 100-YRWSEL V .4441F.36• = - WELDED JOINT (TYP.) 12·5457.00 - HANDRAIL %C.'18.75 AMERICAN STANDARD | SEE DETAIL, THIS SHEel€.;/S/p- -ICIOPAL STEEL CHANNEL,SPOT WELD ' TRASH RACK ATTACHED BY WELDING rMODIFIED TYPE C INLET - El-Mp.3 3' DIA. SLEEVE - 1 12 EURV WSEL 5456 08 -:=54 2.-11 Al 1/ 4"_ 4"E/ J / TRASH RACK ATTACHED [Mir 0.139»-11--11-0.090„L BY INTERMITTANT 0-1- WELDING ALL AROUND 14- SECTION H-H PLAN VIEW SECTION 1-1 NTS NTS " · STRUCTURAL WING-WALL 11 ..· - L CLOSE MESH GRATE · :. STEEL CHANNEL PER CDOT-4-- -7 3-1 f ' 'FORMED INTO CONCRETEM-4301.20 \ -W = 18*--STAINLESS STEEL BOLTS rBOLT 12 Opening /OR INTERMITTANT WELDS, /O.CMAX WQCV WSEL 545470 HANDRAIL DETAIL RESTRICTOR PLATEWATER QUALITY NTS E.-ORIFICE PLAT- SEE DETAIL NO. 93 JOHNSON VEE -BOTTOM OF PLATE = 5452.58WIRE STAINLESS -+12'PVC OUTLET PIPESTEEL WELL SCREEN INV. OUT= 5452.001 TRICKLE CHANNEL FL (OR EQUIVALENT) EL: 5452.33 7 MICROPOOL WSEL £-Ell· .45200 1 7 37- EL. 5456.08 1\ 4.08' -18-- CO- 11111111111'i'1111111 1111111111 0 C -4 ify 110 .0 11 . 01 5& It 11 0-N11 Z 11 .. IP .Am 11 02.50' 131" TYP) I 0: ./ 4 ': I.: P 4 4 L BOTTOM OF MICROPOOL * EL- 5449.5 r.. •O STAINLESS .H1 1 C' MICROPOOL WSEL . EL· 5452.00 314 DIA.- . C0 2" NEOPRENE GASKET AROUND CONCRETE 1 OPENING TO CREATE A WATER-TIGHT SEALBETWEEN THE ORIFICE PLATE AND CONCRETE 1 WALL STEEL BOLTS C8X18.75 AMERICAN STANDARD-STRUCTURAL STEEL CHANNEL /FORMED INTO CONCRETE BOTTOM :250' AND SIDES OF OPENING W/TRASH RACK ATTACHED ' CBY INTERMITTANT WELDS. ;-THICK GALVANIZED STEEL RESTRICTOR PLATE \...BOTTOM OF c --------- b I BASE EL: 5449.50WELL-SCREEN FRAME / ... ... ATTACHED TO CHANNEL -1 1/2· THICK GALVANIZED STEEL WATER BY INTERMITTANT WELDS QUALITY PLATE CONSISTS OF THREE (3) 1-13/16" DIAMETER OPENINGS OUTLET STRUCTURE SECTION D-D NTS 2.0 , ' <!.i-,i 1_ ed WATER QUALITY ORFICE PLATE DETAIL NTS 12» PVC-- BOTTOM OF PLATE = 5452.58 - 1 2" NEOPRENE GASKET AROUND CONCRETE OPENING TO SEAL L A WATER TIGHT SEAL BETWEEN THE RESTRICTOR PLATE AND CONCRETE WALL INV = 5452.00 - 100-YR STEEL RESTRICTOR PLATE DETAIL NTS SHEET C8.1 1 \7018\18005 · Quail Run\CADD\Shee: Sets\CO\(8 0 POND GRADING PLAN dwA Iab POND DETAJLS Aug 03 20 »11 rvi,w w= 1 -1,-9 „U,t j t-Sj /11,•1500 wist Canal Coun I Ittl,-on. Cr,torado 80170 NOTE: 1. ALL SIGN BASES SHALL CONFORM TO WHEAT RIDGE T-E01. 2 ALL SIGNS AND MARKINGS SHALL CONFORM TO MUTCD AND/OR CITY OF WHEAT RIDGE OR ARVADA 3 ALL CROSS WALK STRIPING SHALL BE OUTSIDE THE WHEEL PATH. 4. PAVEMENT MARKING MATERIAL ON ASPHALT AND CONCRETE SHALL BE 3M-270ES (WHITE) AND 3M-271ES (YELLOW). PAVEMENT ADHESIVE FOR CONCRETE SHALL BE 3M-P50 5 CROSSWALK. STOP BAR, SYMBOLS AND LEGEND MATERIAL SHALL BE 3M-270ES ON BOTH ASPHALT AND CONCRETE. 'QUAIL STREET" FACING EAST *W 54TH AVENUE" FACING NORTH STOP SIGN 46' ROP 1 Rl-1 ALL BIKE ARROWS AND SYMBOLS SHALL BE HOT APPLIED PREFORMED THERMOPLASTIC PAVEMENT MARKINGS,4" BIKE LANE STRIPING MINIMUM OF 90 MILS OR ALTERNATIVE -1 PER CITY OF ARVADAn AS APPROVED BY THE TRAFFIC \L = 442.14' ENGINEERING DIVISION j CITY OF ARVADA SEE CITY OF ARVADA DETAILS un, u iu z TRACT Q SKYLINE ESTATES - \ 5· BIKE LANE-·FILING NO. 1 N89°37'29"E 471.14' 1 N--------- 8' U.EJ r-LIGHTPOLEA Rl-1 /1-QUAIL STREET· FACING EAST / "W 53RD DRIVE" FACING NORTH41'U,El I 2 3 4 5 EXISTING LEGEND PROPERTY LINE -- --ROW -------- LOT LINE - - - - - EASEMENT EDGE OF PAVEMENT CURB AND GUTTER TRACTA h PROPOSED LEGEND Z u608 sae A W. 54TH AVENUE (RIGHT OF WAY VARIES) ---------- --7 11 1 11 6 7 8 9 6. ALL REMOVALS SHALL BE BY GRINDING OR SANDBLASTING OR /\ CHEMICAL METHODS PROVIDED THAT THE PAVEMENT \ /r CROSSWALK SURFACE SHALL NOT BE MATERIALLY DAMAGED. THE 1 1-1 STRIPING -LIGHTPOLEPAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT ----THAT THE SHALL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS ==ki- - 11-ki W. 53RD DRIVE LE---4 1 1 8' WIDE ON-STREET - PARKING LIGHTPOLE LIGHTPOLE PROPERTY LINE/ CROSSWALK RO.W -6'U.E.i STRIPING LOT 16 LOT LINE 11 EASEMENT1 11 CURB AND GUlTER U..1 1 Q G E I -1 2 13'1.-39 i 1-NO°15'01"W 480.24'·,4 6 1\ F- MEE- 1 2 <ww1 IME 1E-- B 00 -l 111258 :u-F 1 co 1 1 1 LOT 15 1 21 )-12· TRACT E 4 4- 5 26 25 24 23 22 21 20 19 15.- 15'f --LUL__J 1 1 LIGHTPOLE--336*ILTRACT BTRACT A uNO PARKING-R7-ID -- 1 1-XE 30--- NON-EXCLUSIVE OW EASEMENT0 2 6 27 28 | 29 30 31 f -12 8 - - - 212¥RACTE IIi 11 12 13 14 15 16 17 182 | 3 10 3 =4 5 jill 0 LU n #*iw 110/ 1 1. n r - - - - 1 "QUAIL STREEr FACING EpST ·W 53RD PLACE" FACIN 3 NORTH STOP SIGN F 1-1 9 LIGHTPOLE - | 10 1 11 -1 - -1/ CR7-10NO PARKING U 04 EX 8' UTILITYLAYESMT LOT 14 CROSSWALK STRIPING 0\\1 EX 20FLIGHTPOLE113DRAINAGE ESMT J I LOT 13 7-TYPICAL WHEEL TRAVEL SPACE ACROSS ROADWAY TO MISS 115 YIELD HER¢TO 4 1 18 PEDESTRIA011-5)1-,- , --2'-T--cP.)-1 r WHITE 1 + 113 li,1 LOT 12 <63%% mi PRIVATE-21 PER PLAN - PUBLIC: 10 1 il CROSSWALK STRIPING DETAIL N T S. 11 8' U.EX 12 13 6' U.E. 14 1 26-El- 32 33 d :1 :1 6@8 mm@ 0 % YIELD HERE TO PEDESTRIANS (Rl-5) 4 4 4· PARKING WHITE | | |LOT 11STRIPE<P)1 1 11 STREET NAME42 41 40 39 38 37 3622-LIGH-POLE (TYP)| | | · 6-0 *14-1 9" X 30 O r . :R% 3 21 g " g ' LOT 10 W. 53RD PLACE- - 1 1 4389°32'53"W 40. )0'--- -02// K -- -- -- 15'ACCESS EASEjk€NT -· 1/1 -1-- 11 1 5.75' TYPE 111 BARRICADE -TO REMAIN UNTIL ROAD IS EXTENDED NO PARKING R7-1D 5352 QUAIL ST WHEAT RIDGE CO JOELLLUBKER DAWN R LUBKER ·W. 53RD PLACE" FACING NORTH 'PIERSON COURT FACING WEST STOP SIGN Rl-1 TRACT D --53·R.O.W.-4 1 Lorg 1--:65· -265 -4 1 1 1 ED¥ 40'R.O.W.REC NO 572675, P. 15 S89°32'53"W 422.75'11 +TYPE 111 BARRICADE NO°16'48"W 277.98 5332 QUAIL ST WHEAT RIDGE CO TO REMAIN UNTILJ ROAD IS EXTENDEDCHRISTOPHER B STRICKLER Rl-1 30"x30 NO LOTB PARKING ANY TIME R7-1 12"x18"N LOT 7 {,11 L SHEET/,7 . Know what's below. 80 C9.0Ca|| before you dig.SCALE: 1" = 40' I:9018\18005 - Quill RurICADD\Sheet Sets'CD\(9 0 Stnping and Signage .dwg tab (9 0 STRIPING AND SIGNAGE Aug 03, 2018 - 1 50pm roglesby 'I/·1, Coin/80170 I 4· PATTERN CONCRETE 16· /5' SIDEWALK 11W .t SEE VERTICAL CURB & GUTTER DETAIL SUBGRADE COMPACTED TO MINIMUM DENSITY PER/ SOIL CLASSIFICATION, CDOT SECTION 20307 1 d. ---_6· LI 111=111= T 6» SIDEWALK J 16-1 2%J 1 4·4' 296 FILL. ABOVE NATIVE COMPACTED \ \ SUGRADE TO BRING SIDEWALK \ LTO GRADE SHALL BE CLASS 6 BC \ COMPACTED TO MINIMUM DENSIT \ PER SOIL CLASSIFICATION, CDOT SECTION 304 SUBGRADE COMPACTED TO '<LMINIMUM DENSITY PER SOIL CLASSIFICATION,MEASUREMENT: SY PAYMENT CONCRETE PAVEMENT (10-) CDOT SECTION 203.07 6·V-1( TYPICAL- SIDEWALK SECTION SECTION A-A NOTE= CONTRACTION JOINTS REQUIRED AT MAXIMUM lO SPACING 8' 4 , 4 5 1/4- - r TYP -1_- L.51/4-TYP VERTICAL CURB AND GUTTER TO BE PLACED MONOLITHIC WITH SIDEWALK A v A L li -1 2.45· 1 293/4- 1 \1\ PATTERN CONCRETE DETAIL VERTICAL CURB WITH SIDEWALK (CS) SECTION PLAN VIEW 1. PATTERN: WINDSOR COBBLE PATTERN BY BRICKFORM OR APPROVED EQUAL- 2 COLOR: BRICK RED. CONCRETE COLOR TO BE FUU DEPTH 3. SEALING AGENT BRICKFORM MATERSEAL 8' CROSSPAN4. RELEASE AGENT: BRICKFORM RA-600 LIGHT GRAY 5. A 4· X 4· TEST SECTION IS REQUIRED TO BE PLACED SUBJECT TO REVIEW & APPROVAL BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF ANY PERMANENT PATTERN CONCRETE. COST OF THIS TEST SECTION SHAU BE CONSIDERED INCIDENTAL TO THE PROJECT COST. U..1 J :I:III M 1igB3 I . . M 4 1- £ ity ./-35' w heat Nge DEPARTMENT OF PUBLIC WORKS ENGINEERING DMSION DETAIL C-G02 PATTERN CONC PATTERN CONCRETE .,I I90 VV htat Ridge DEPARTMENT OF PUBLIC WORKS ENGINEERING OMSION C-DO2 VCG,SW VERTICAL CURB WITH SIDEWALK (CS) SECTION I.,;1,O.E -1/ 1, DETAIL- CODE C 30 VOUat R*lge DEPTAR™ENT OF PUBLIC WORKS ENGINEERNG DMSION C-B02 8CROSSPAN Z CROSS PAN S....M,TE DETAIL CODE C NOTE CONTRACTION JOINTS REQUIRED CDOT SEC WR STD A .. DETACHED ..... G 9 AT MAXIMUM 10' SPACING.SIDEWALK - . -2 1 2·-'MINIMUM 5· SPACING.l IB CG2 6- -**· 0-- Al. ..MEASUREMENT. LINEAR FOOT (LF)NA CG2A 8 6- AMENITY PAYMENT: BY CG TYPE ZONE _1 NA CG28 10-5' MIN -. .fr, SECTION A-A BACK OF CURB RADIUS = 7.5' (Typ.)2% 83% 0 - 41/2. 1 24 11/7 -| - 1/8" RADIUS 7 • _ _···-1/8- RADIUSA A vL 2 3 DETACHED SIDEWALK 6' AMENITY ZONE A G h T\\ TOP OF CURB TO SLOPE f I .TOWARDS GUTTER (1/4· /FT).T Alltial*p[I-111/2·RPLAN VI EW 4' CROSSPAN SUBGRADE COMPACTED TO MINIMUM DENSITY PER SOIL CLASSIFICATION, CDOT SECTION 203.07 VERTICAL CURB & GUTTER (CG) SECTION / - FLF 2 • t,ADIUS = 0' (Typ ) SCALE: 1- = 1-0»PATTERNED CONCRETE 6' -DAVIS TILE RED· 30 whtatRilge DEPTARTMENT OF PUBLIC WORKS ENGINEERING DIVISION CITY OF WHEAT RIDGEC-B01 4CROSSPAN 4· CROSS PAN DEPT. OF PUBLIC WORKSENGINEERING DIVISION ,e,•ED B¥ 1% -=).·*0 - J=lAIL CODE C C-D01 VCG VERTICAL CURB AND GUTTER (CG) SECTION City of W heat R*ge DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION C-[)11 MODIFIED-RAMP 3A CDOT RAMP TYPE 3A ...10.Dev .A-M 0,11 ,/191. SHEET C10.0 I 2018\180)05 - Quail RunCADDISheet Sets"D\Cl" Site Details dig Lab (10 0 SITE DETAILS Aug 03,2018 - 1 50pm rogiesby Littleton. Colorado 80120 I - GENESAL-NOIES NUTS / 21 #7 1 Cul' RA- TYPE . ¥A¥ I USED ]N .iD·./.TR,MSITIONI TI·EY 5,4, I.AVE A 1RUiCATED De,E 5-ACE TE DOIES %1 BE / A SQUARE 011/ PATTER, A,0 /]G,ED .TH PEDEST,Z:m TRIFIC 2 .... Cl' R-S (0114 'E /1/*) Ill ./ED IM .......FI' A SINGLE 01.- #B R.I ON T. P.....¥ BE .... DIRPIG 2. AL 0[TECTII ¥,RNING 53"ES SH,ll ST,Ry A 'll'.p / 6 010€S/%/0.-/[I / I TERATI. I.RE PHYSIC./ STE .....0,1 ,€18,Rta FRC,1 71€ FLOWUNE / TIE CURB Al,; NOT BE 1,E Du,N A u,Ul Or 1,0 (la R,-5 F·Rrl, BEiNG INSTED. D[ ENGMER SIV. PROV. fD 8 1NCO€5 FR[/ ANY POINT . I .........8, I. EXCIP,!01 *TFICATI.DOC-NUTION (CDO' ./BR- 0.1...'I'E ...ST P.I" FCm ™PES I MODIFIED NO . MOOD!FIFC CUR» RFS AS MS *.=411 ./ RA-5 1,6.1ED . - ./ *T ME[1 THE 57*ORDS . OUPEO I W608-1 BC EDGE SKEWAJ CRU55*4. K ]S PAqILEL TO RAMP PAY AREAI# 7/7 f , I€ R,AP SUP[ I. 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(IED Project Development Bronch JE*ATA 'sued .: Pio,®C Developent Bicne, cn 4U,y 4,20:2 Sheet No. 7 of 10 SHEET C10.1 SI¥.A u,600 sa,eld leao @ja44/'A /1..uo E#19 E62 02£V-10321 31 03>!03HO 3.1 08AOlddl ON 103/01/31¥OS -OH 31VOS 1&3A 931ON 7¢11¢r{MS 0/27/11!INinS 19: 31¥a 9122 90 el. 90 80 SiN3IAIn000 NollOnkiLSNOO lIAID Sll¥130 allsI 204\18005 ·Quill RunICADO,Sheet Set\CO\C,0.0 Site D-ls dwg ial {10 1 SITE DETAILS Aug 03, 2018 + 1 50pm roglesby 11 1 1500 Weit Unal lourt r--15-itailililll.Rall.RELI[ ittl,ton Color,do 80120 ' C IlE,I 8[D ITO! i ORM/Al WIDTH SIOWN . . 1 -B \ DRIVEWAY .[!PE v ARIES WING ...) /\ 1 /91 W \ 1 ·- Cr¤UE SDEWAL' 6 7 7 1-in 1..1 1 -EL I -B ..CRE It 0*-1 n{) GUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 3 I OR]VE....TH I 6 .... £ 900N . PIll T.*/1. 1 1 : '"1 1 11 SICEAlK SECTION A-A PAVEENT <TES 1 CRAPIACE 5.....,nt:FIC SIGNAL ./€NT .UICT({r, a*ES, NE) OTHER OBSTRUCTIONS =D •07 I PLACEC DI FRENT OF Ti€ DRMWAY RUF «ESS *E 2 FIN? THE ...® OUTEER /10. 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Ny ./. 6 '.RLEE»r-6 -· 33 SECTION B-B r ./ & GUTTER CFNVEAY er . . 1 J=--- ht i/3 ..7 L CONCRETE(18 6 GUTTER L r,E,AY ENTR,NCE SEE .rFE ...) CUNB & SUTIER OR;VEW. 0¥ OTIEN5) CDICTE FECESTRI. C mP.) -J7 - li.-% ETES L .......7.....FIC S.......1 COCRFIE acK»,ec,ts,< 61}ER 185TquCTI0NS *]LAD C & ®Tr€R 1T / 'CD / fOlt / TIE OR]YEW,Y R,- €&55 *EAS \_ R- B-[¥2........3 .... 9,», SEE ./6 f. . (rl/CB TWE 1 .. ...Ll / 121 OR FLATTER.Cl,e I GUITER TYPE 1 ISOMETRIC VIEW 4 )..... 0 n. CINCE' PEDEST.... 9·iu SE IN:UnED N TI€ Bm P'?ICE T,E CZD[XI PA./.1 TYPE 2 ISOMETRIC VIEW Computer Fle Information ] CiecLo, Dole: 7/04/12 !,rcis: 00 1 -sl Med.*& 0754.'.2 IMah: i TAI AD Fer:-*/af =:jio jo'JAIC/b.@S•,5/leskrswpyil Crowng Fie *ere: 6093ie.* Il I CAD Ve: M=,051*. S=ze: %/ Ide *m• 1 Sheet Revisions Coe: 1 Cor•,r. lois | Colorado Department of Transportation42CI East -'-al Avenue I ....6:.... 8.2224,0:(303)757-9083 IN- :c.: (303) 757 9823 I Project Development Branch DD/LTA CURB, GUTTERS, AND SIDEWALKS I k./Ged 3, i-Ill= Ce.e•one•18-c. or I. 4.2012 STANDARD PLAN NO. M-609-1 Sheet No. 4 of4 Computer F-Be Information 1 Ciecnie Dole: 07/04/12 *012 OLD J Last MoaFGal,er Date: 07/04/12 htni .1. | F P.h:... c-ce<*t-*/1-ness/orse- law.. Fie Ns,re: -9010304 * CAD ¥e : M„09*. ./.I. to ./e .,-€-=£,4 1 Sheet Revisions Dale: 1 Correrl. | Colorado Department of Transportation - 4201 Ecs·..........c *4. 9539€21«jazw' Project Development Branch DO/LTA CURB, GUTTERS, AND SIDEWALKS ' j ly: P·/Me D€.evnent P.-c-e - *•4 4,292 STANDARD PLAN NO. M-609-1 Sheet No. 3 0 f 4 Z CHECKED APPROVED 90* ON 103/Oyd 31VDS ZUOH 31VOS 183A 7 GUTTERPAN (TYPICAL)4·-6 10-12 le-12 I GUTTER PAN (TYPICAL) A 32* 93ION>CD CL OF RIGHT OF WAY 28 FL 2· UTILITY' ZONE 19· 17· 2·- 11' THRU LANE - PL i dA.U.$38° Angle -* 4-,,l M0 am 00 2: 'MIN..|1 \6176 SIDEWALK 1 48" SUBGRADE COMPACTED TO | MINIMUM DENSITY PERj / SOIL CLASSIFICATION, / CDOT SECTION 203.07 ,/ 4- HMA (GR S. PG 64-22)- 1/4-/FT 1 , BOND BREAKER HERE WHEN LABUTTING EXISTING CONC SAWCUT EXISTING WHEN REQ[ VERTICAL CURB WITH SIDEWALK Le MIN. COMPACTED SUBGRADE -TI (13 BIKE LANE AND PARKING STRIPES REMAIN SOLID WHEN PASSING ALLEY AND DRIVEWAY ENTRANCES m SYMaOLIARROW COMe'NATION SHALL BEE PLACED 10/ AFTER EVERY MA,OR INTERSECTION. COLLECTORS & ARTERIALS SYMBOUARROW COMBINATION SHALL 8E PLACED MID-BLOCK APPROXIMATELY EVERY Z 72" 31¥0 "".90 .. 900ME LANE STRIPE 11'2 4· WID€ WHITE n\U r Z 40= UU HOT MIX ASPHALT AS_/.XyL2" HMA (GR SX, PG 64-22)SPECIFIED ON DRAWING 13) BIKE LANE STRWES SHALL NOT iEXTEND TIROUGH ANY PUBLIC STREET INTERSECTION 1-14) ALL CENTER UNES. BIKE LAN/PARK LANE LINES. ARROWS AND BIKE SYMBOLS SHALL BE PREFORMED PLASTIC PAVEMENT MARKING TAPE {COOT T.PE T MATERIAL) MINIMUM OF 31 MILS ORALTERN,JIVE AS P APPROVED BY THE TRAFF$C ENGINEERING DEPARTMENT. 9 0j SEE SHEET TR·3 FOR DIMENSIONS OF53' MIN. ROW f BIKE LANE SYMBOLLANEAGE SECTION ' NUI 1/bliaLE R NO BIKE LANE SYMBOLS SHALL BE 3 AUOWED ON STREETS POSTED OVER RECOMMENDED RESIDENTIAL STREET WITH PARKING (VCG)2 ..PH ·1% MIN. - 4% MAX. ° 4 -- 24" BIKE LANE SYMBOL NQIES. TWERMOPLASTIC PAVEMENT MARKINGS. MINIMUM OF 90 MIS OR ALTERNATIVE AS APPROVED BY THE TRAFFIC ENGINEERING DMS@ON {2) RlGHT FACING SYMBOL ,1 6" 2 PIECE ARROW SYMBOL @ ON STREET BIKE LANE WITH NO PARKING @ . spU+A.l: Spe BIKE LANE AND ARROW SYMBOL .... Clh, 017 VVheat 11*lge DEPART•ENT OF PUBLIC WORKS ENGINEERING DIVISION S-A01 LOG.RESID.VCG DETAM CODE LOCAL RESIDENTIAL. STREETS WITH PARKING S APPROVED. *%./ 21.E_ 4'12·13 910.*99. No I DVAN -6Aii- -REVSION Ippfaim. - .,/7 *t/1,•- t. ARVADA DATE· 6 20,5 |SCALE NTS 7- 005 %--kmii --0,--9_-- ARVADA o.i 6-2015 1 SCALE NES 1 OWN. D C f PUBLIC WORKS DEPARTMENT ENGINE@iii* DIVISION S NO MI DATE REVISION PUBLIC WORKS DEPAR™ENT, ENGINEERNG DIVISION Shilold 9•2/4 TR-2 TR-3 SHEET C10.2 I:101 8\18005 - Quail Run#CADD\Sheer lets\CD)\C 1 0 0 Site Details dwg tab ¢10 2 SITE DETAILS Aug 03, 2018 - 1 50pm roglesby 11 DIVIDE RADIUS IN T,REE SECTIONS WITH STANDARD CONTROL- JOINTS - ag /0P Sm 291 1(& 5. 8: z.--- FLOW U,I --·.... -1--1 ./10 ZE 9 12 3, 1/ NO. 4 REBAR 5 ---SHADED AREA TO LONG REE. U.UED N /BE INCLUDED IN IN AU. COID JOITS -K , i RECORM? --- - --- AloUNTABLE CURB & GUTTER. MGA/A r.- R % At'eoRE·e 4 1 2'-0 G li-R 2-11- A_ --*2--6 1/8-R-\ 414-1 1 rt 1. MIN | 1. "- | 10 - CRosspAN CONTROL JO,ITS #931 ENTIRE SHADED AREA TO aE /(EOUALL¥ SPACED) "EliSPOURED AT 8- ™ICKNESS - 1?POXY CE,EN·rED IN PLACE £ 2) 0-1=Et'!lf BoTrol PLAN - .9 #2 - 1 0 11 , ) 7 1 §8 1 5 n Ll] kill 1 l Lai 1 m f33_ i. E 6· VERTICAL CURB & 2' GUTTER. CG 11 w :E 3 - 415.11*. 1.-0.1/8-R--1la/cy ABERIESH REQUIRED 11 8 = SIN ALL CONCRETE FOR CROSSPANS 47 3SEECTDNAL VIEW /16 :4 3 0 4 .I \ 1»114/ iol li 2 5-- B i bll V DS:!1 1/ k jz k 4- a -. 4 -3 6- VERTICAL CURB &1' SPILL PAN. CP i CROSS PAN k VERTICAL CURB, GUTTER AND SIDEWALK SECTIONS i AND CURB CUT SECTIONS MOUNTABLE AND VERTICAL- CURB AND GUTTER SECTIONS // */16 ./. Cl.E-ICE -APPROVED _ ..,-·-7 ,·0»_ APPROMD. _ -·-O ,·im-i6/.6/00 -at -E a - I-=5 ARVADA RE-· - 1-:DP&-1 OWN: D.D.V.f £ ==-I, cr-ARVADA 0•m 5-20,5 1 =u Nrs |DWN: DDE ARVADA *m 6-20,5 |SCALE: NTS |DWN: D.DV. DATE REVSON PleLIC WORKS DEPARTMENT, ENGINEERING DIVISION J NO OWN DATE REVISION PU,UC WORKS DEPARTUENT. ENGINEERING DIVISION S NOI OWN .TE RE¥19ON PU]LIC WORKS DEPARTMENT, ENGINEERING DIVISION DRAWN CHECKED APPROVED ON 1030Old 31¥OS ZUOH 31¥os lb3A ST-8 6'#41=7 -: MA. SAWCUT77 1.-Ir 1Lal. OF EXCAVAT,ON NVMS . \ / tf56 ·M»fawk, ' ==:.9 1 NEW / COMPACTED STABILIZATION i MATERIAL WHEN REQUIRED BY n€L CITY SECTION WHERE CONCRETE ADJOINS ASPHALT EX LAFOSCIPE REMOVED AS REQUIRED,tz:0Am 88%ZfE8.M?lP<TED FIL------7 VARIES. SEE NOTES-1\ EbkNA -1-4.7 VARIES 4- To r L*.2.'5682#'i¢*4 C{TY SECTION WHERE CONCRETE ADJOINS LANDSCAPING '4·1Ft ST-11 6'-60 2-/ r '-I. 1 SECTION AA 6• 111/2-CUR 4,6- 21 BEVEL--SECTION 8-8 AND WELL SECTIONAL TUNSITION IN RADIUS- 6·-6- MOUNTABLE CURB, GUTTER & SIDEWALK SCALE. N.TS. n€ T, OU OF n€ mk-©ArED.-SS),Aul. so Tomo,- n€ -sE Du ST-12 6·-6· E.... 4.* 9..11.? 11 1 SECION A-A 2 E @i yr=-2-har O.-e¢ SECTIONAL TRANSITION IN :kia RADIUS - 30· VERTICAL CURB aA8 WITH SIDEWALK 2€ 8 SCALE: N.T.S. ® INLETS OUTSIDE CROSS WALKS ONLY (PROHIBITED IN ADA RAMP) ® 6· HEADER CUIRB IT PROJECTED BACKOF WALK .INIONS G® El.EVATION TRANSITION RAMP. 1.12 MIX.SLOPE, 7.-/FT MAX X-SLOPE. 3' MIN MO™. 7 NOTES PAY ITEMIS) FOR CONCRETE REPlACE)ENT SHALL INCLUDE REMOVAL OF EXISTING CONCRETE IND Alt WORK SHOWN AS NOTED ON STAOARD DETAIL. REPLACEMENT SHALL MEET STREET GRADE. STREET CROSS SLOPE ANC) DRIVEWAY GRADEE REPLACEMENT SECTION AND ADJOINING 1/ SECTIONS SHALL DRAIN CONTRACTOR SHALL CHECK FORMS FOR STREET MATCH AND DRAINAGE PRIOR TO CONCRETEE PLACEMENT Cfr( SHALL BE NOTIFIED OF DISCREPANCIES PRIOR TO CONCRETE PLACEMENT MINIMUM 5 FT. LENGTH FROM EXISTING CON,NOL JOINT SHALL BE RE'OVED FOR ALL PIPELINE AND unLITY CROSSINGS UNDER CONCRETE NOTES LAWN STRIPS REMOVED FOR FORMS SHALL BEE REPLACED WI™ SOO -EN nE STRIP IS WIDER THAN 6- SPR»/ULER SYSTEMS AND LANISCAPING SHALL BEE SHIFTED OR REMOVED AND REPLACED AS NECESSARY FOR FORMS *© CONCRETE REPLACEMENT. DOME AND DETECTABLE WARNIIG DETALS EROOLIED FINISH ® I•IFT MAX. X-SLOPE, 4- CURB DETECTAa.Ell/,8-6 AT 21 /EvEL FLOW LINE BROOMED s,V-AS,-ve©.De FI,SH. e 1.-4 LENG™. OUTSIDEE 00/"ERSEE. C .2.7 .4111 1 CROSS WALK TO OUTSIDE CROSS WALK 2. \ , 1 ® BEGIN ELEVATION TRANSITION RAMP AT PRCUECTION OF CROSS WALKS k ® 1 1. IN r MAX SLOPEE A ® DETECTABLE WARNING & WELL %4 £ C] g 2RaJECTS. PAY LIMITS FOR IF LESS THAN 5 FT LENGTH REMAIS SETWEEN AN EXISTING CONTROL. .JOINT AND EDGE OF REMOVAL AREATHEN CROSSING SHALL BE REPLACED TO PEXT CONTROL JOINT NO SECTIONS OF CONCRETE LESS THAN 5 FT LENG™ SHALL REMAIN BETMEEN CONTROL JOINTS <el 5 MPIR 1. 1;CONCREETE THICIOESS / 2 FIBER MESH REINFORCED CONCRETE 1 PATCHING ADJACENT TO NEW CONCRETE SHALL NOT TAKE PLACE FOR A MINIMUM OF 7 DAYS OR UNTIL nE CONCRETE ATTAINS A MINIMUM DESIGN COMPRESSNE STRENGTH Of 3000 ps, WHEN TESTED IN ACCORDANCE WITH AS™Cal 15 ..cy .43 3 ALL WORK TO BE IN ACCORDANCE WI™ 9 FED REGISTER 1. VOL 59. NO 117. 2 620/94 AND LATEST REVISIONS PLAN 4 ALTERNATME DETECTABLE WAR-GPRODUCTS MAY BE CONSIDERED BY THE i ENGINEER ON A CASIE 8/ CASE BASIS RADIUS DETAILS. ADA RAMPSCONCRETE REPLACEMENT DETAILS 1 (CRI)707 ,.wee _r-=>56-i & I. s,05 .. *...--,e/06 ARVADA Ng .-2015 1 SCALE: N.1 DWN: D.D.V. *a ,., ..., .. jj7.,.. ARVADA ,•1: 6-2015 1 SILE: NIS r owN: KeL__EZZ DATE REVISION PtaIC VOICS DEPARTIENT. ENGINEERING DIVISION NTE RISION PUBLIC WORKS DEPARTMENT. ENGINEERING DMSION SHEET ST-13 ST-14 610.2 Z t.90 18\18(OS - avail Ru/CADD\Sheet Sels\CO\C 1 0.0 Site Details dwi; Mb 61 0.3 SITE DETARLS Aug 03. 201 8-1 :51 pm rogiesby Ce€, 20'hw-t,-1 % d-v ...\/-..\.. ...... 9-. ....*i-,\SM...,1/1/Ir' 1500 West Canal cour, r----15- 1/'1"-'le"R..,6.littleton. Colorado 80120 I --1/2-{13mrn>LETTER'G RECESSED FLUSH r-NEW STREET SURFACE COMPACTED =UNIFORM CUT LINE eiZON CU101!C I€J GENERAL NOTES / BACKFILL ASPHALT/CONCRETE EXISTING STREET SURFACE C», ™15 S,EET RECU SPECUL DESIG• [F ST// I l. HEIGH:5 . Fal.ER ./ . /PE I. a•GED .., •Sell . 501 AT . LBS. PER CUBiC . \-EXISTING BASE COURSE 82 5 .... 15 CUGS 8 .OVIC) ™N ...../ .sp· -I .... \O \. N. ·A LSLOPED TRENCH PER OSHA STANDARDS . / PLL[05[ TIOCOESS S.... 9.. /. L \-NEW BASE COURSE •2 | 8 | 29 | 4'4 1 095 1 I C-GES I .........rRE aEl,W./ 0-•SES I 'PE DE=*OO [25,/m] CIRCal PIPE,AND AIS{10. 207 g.....A ll RECESSED FLUSHFLOW/FLASH FILL (INCLUDED IN 5 ·/p I :23 8 94£/G ................ »FC- TO TIE ././.-1 THE COST OF PIPE)1 (25,™n) LETTERNG PrE CD .*1 PLUS jr ' SOL TOP OF COVER RECESSED FLUSH 11 1.31 -%"51'91'00/BowmA COMPACTED BEDDING MATERIAL. CLASS I 1 7 1 15 11541 I 1 7-4 12811 *Iii 183 1 STRUCTURAL- BAO<FILL 237/ DIA BOTTOM OFCOVER PIPE INSTALLATION = 11 98f¥[-h O PAOY.Ci[3I .AliC» Ae,To ¥ M wAY 8[ USED 111 u EniC CED CCCRETE PI 109 A' SiM . Do€' 1,1 01*ETER Al® 9UU. TIE ......TE .F€ SellUNCOMPACTED BEDDING MATERIAL, CLASS I 4 STRUCTURAL. BACKFILL i02 128 82 mt,£ wa•OD . SPPECIB F(» **CUE PIPE D CF*auNCE :36| TRENCH FOUNDATION MATERLAL 6 ISO ..... I ket .06€/IlliT 0.33 X O.D.WHERE REQUIRED 2 IL RECuma€NTS F. RE.CNCED CO€IETE ./EFr .SE .... I [22(,¥n]DIMENSIC»IS FOR REINFORCED CONCRETE PIPE REWCCOEMI,94,U ,PPLY /.OREIW=(n¢(D CGIC,UIPFE, [25mm] 1.3XOD 201/1.-DIA [526mrn] PICKHOLE DETAIL CONCRETE PIPE WITH END SECTIONS tust 4€ H T,•AT IS GRWER B WUrWN UCIAB.£ Fril €241SECTION OF COVER -COOESS 7- I * N MACHINED SURFACE CRCU' (C.1 .18 !To;5 1. 10 I 1 37 TO 45 auck [UP'IC M}ltD 25 '25 / 37 1377045lk./62 \- 22.E H./.t' t./110 (€j | [TO 1.8 | 11/ , :251237 | CCNSTRUCTION ALLOWABLE RANGE OF HEIGHTS FOR FILL MIND.Ul COVER FOR RIGID PIPE OVER REINFORCED CONCRETE PIPE Z CONCRETE PIPE WITHOUT EW SECTIONS 4 U*05 PHASE 11 UD DETAi Com uter File Information Sheet Revisions Colorado Department of Tronsportobon- l Ity 01 REINFORCED STANDARD PLAN NO. 1 3 U/heat Rilge 1 3Wheatll«e CODE STORM SEWER MANHOLE LID RIGID PIPEE TRENCH BACKFILL as·woef:obr- r/e,e: 10/02/'4 CONCRETE PIPE M-603--D-,-,co 80222 PHASE 11 NPEDS I#..303.7.7-9071 F=:303.757-9868 DEPARTMENT OF PUBLIC WORKS U DEPARTMENT OF PUBLIC WORKS U Division of Project Support DLM/LTA -,„ „,.p.o.c, Ce,eli©,Iier• Br, gr », 4.,Z 2 Sheet No. I of I ENGINEERING DIVISION ENGINEERING DIVISION Iarm H53 I.WMEBALNQIm SEE 9€1 2 iNEBAL-NQIES 0€0nD 1 .. 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M&hujQLE-CMLOYEJ r 406 e Cnp SECTION A A REGULAR INLET D J 1- 601 373 402 D 0 ELEVATION VEW "24 CCER •175.SEE CURS rACE ASSEWSLY ON r./6 + C OC W---il C D SEP...16 Do IKN •QuoE ./.1./ gm ow.,[ SECTION A-A INLET I 5-E Ell OF./ .5 Com uter Fne Information Sheet Revimions Colorado Deprtment of Tronsportotion S'[ ANDARD PLAN NO.t- Gle Information Sheet Revisions Colorodo Deportme•R 01 Trpsportation STANDARD PLAN NO. 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Fs•r DATE .1.11A.Ir,2 HEREPRO .,cn ™E 0,5(loS . -grlS ISFOR]DEN.EXIEP..sp./.c'/IralPER&*SSION FR. #,1.457 *** %*A - THE &OFILIHTEBAL DL BE CRUSED STOt€ CR OTHER GRA,U MATEmAL MEETNG TIE RECURE,ENTS OF CLASS I CLASS M ORCLASS 'laTERIAL AS DEFINED IN ASTM 0232· SEDONG & BACKFILL FOR SU RFACE 01*NAGE 114.ETS SHALL BE PLACED'CO-'ACTEDUNIFORM.YINACCORDANCEVITHAS™[)2321 3,30,ROAWNyllast-ORD .]151¢ FEEE maCT»aMAIE 1TTLE 11CNI TRAF lISTALLATE* SCALE 125 SEET 1 , 1 On,; 11 7001·110-11 REV E SHEET C10.5 I:\2018\18005 - auarl RurACADO\Shee, Sels\CD\Cle 0 Site Details dwg :ao (10 5 STORM DETAHS Aug 03 2018 -1 /pm roglest), littleton. Colorado 80120 I - 2<04 0 5/6/LE _/21_Re!=AN 11 i/ Where Great Ptaces Begin i«11 YEARS 67 720.283.6783 Office 1500 West Canal Court Littleton, Colorado 80120 R, REDLAND.COM August 3, 2018 Mr. Zack Wallace Mendez Planner 11 City of Wheat Ridge 7500 W 29th Ave Wheat Ridge Co 80033 Re:Quail Run 2nd SDP Comment Response Mr. Mendez, We are in receipt of you SDP comments dated 07.17.2018. Attached are our responses. All redlines have been addressed unless otherwise noted. We appreciate yourtime and effort. If you have additional questions or need clarification please let ourteam know. SDP-1 1. Lot size in legal description does not match lot size in site data table. Also lot size between SDP and plat are the same, even though they cover different geographies. Response: The lot sizes have been coordinated. The plat boundary is different from the SDP boundary. We can have the descriptions match and they Lubker property noted as not a part in the data table if preferred. 2. Include descriptions of the tracts in the site data table. Response: The descriptions have been added 3. Any reason why the tracts are separated into separate subtotals? Response: Tracts A, B, C, D and F are utilized as for landscaping, detention of open space. Tract F is utilized for private access and utilities. 4. Spell out single family attached and single family detached in the site data table. Response: The requested information has been changed. 5. Site data table proposed land use should read: Residential Response: The requested information has been changed. 6. Typo in site data table: SFA "Residential" Units Response: The requested information has been changed. 1 1 t. 0%4*El R-ED»ND SDP-2 1.The Lubker property is included within the property boundary, but is not part of this SDP. Response: True. A note indicating this has been added. 2. Please note: retaining walls between Lubker & 53rd Place and Tract D & Lot 14 must be compliant with Section 3.10 of the Architectural and Site Design Manual and Section 26-508 of the Code of Laws. Response: Noted. SDP-3 1. No comments. Response: Thank you. SDP-4 1. Remove topography from plan for legibility. Proposed lot lines can remain in half tone. Setback and easement lines are not necessary on the landscape plan. Response: Topography has been removed from the plan for legibility. Proposed lot lines are now half tone. Setbacks and easement lines have been removed. 2. Remove the utilities from the landscape plan and place them on their own sheet. Response: Utilities have been removed from the landscape plan. 3. Landscape area table square footage and acreage switched for total lot area. Response: The table has been updated, thank you. 4. Remove landscape requirement note. Response: Landscape requirement note has been removed. 5. If trees are installed as shown on the typical lot layouts on page SDP-6, then the intent of the street tree requirement/front yard tree requirement should be sufficiently met. Response: Thank you. SDP-5 1.Remove topography from plan for legibility. Proposed lot lines can remain in half tone. Response: Topography has been removed from the plan for legibility. Proposed lot lines are now half tone. 2. Too many different line types on the lots. One appears to be a setback line, others I am unsure of and cannot find in the legend. If they are not relevant to the landscape plan, then they can be removed, with the exception of the lot lines and the sidewalk, curb and gutter R-EDtaND lines. Response: The linework on the plan has been updated for clarity. 3. 54th Avenue tree lawn states "by other." Who will be installing this landscaping? Response: The landscape along 54th Ave reflects what will be installed as part of our development. Any additional landscaping will be need to be completed by Skyline Estates or the City of Arvada. 4. Within Tract B, at either end (nearest the alley and nearest Pierson Court) there are two small circles to the side of the Autumn Blaze tree. I'm having difficulty identifying these features. Response: The referenced small circles was remnant linework from schematic iteration of the design and have been removed. SDP-6 1.Ensure all elements are in the legend. For example, what appears to be concrete (triangles with speckles) is not listed in the legend, but is shown on the plan. Response: Acknowledged, adjustments have been made. 2. Label retaining wall between 53rd Place and Lubker property. Response: Note has been added. 3. Label hatched building on Lubker property as 'existing structure to remain.' Response: Note has been added. 4. Line types comment from SDP-5 applies here as well. Remove everything except lot lines, sidewalk, curb, and gutter lines. Response: Acknowledged, adjustments have been made. SDP-7.1-7.6 1. These single-family home elevations have been very helpful in review. Moving forward please note that color drawings will not record well when this document is scanned in by the County. You may want to consider making black line "typical" drawings of just the front facades and consolidating onto one page. Response: Black line drawings of front elevations have been consolidated into SDP - 7.1 2. When submitting for building permits, please utilize the masonry calculation image that is shown at the bottom right corner of each page. This will be incredibly in ensuring efficient and well documented reviews and approvals, and in keeping track of the overall masonry requirement. Response: Diagrams have been included in SDP - 7.1 SDP-8.1-8.4 1. Staff appreciates the increased masonry on the attached homes. Response: N/A R-EDLAND 2. Similar to the previous comments, the color images were helpful in our initial review, but will not record well when this document is scanned in by the County. Please utilize a black line drawings. Response: SDP - 8.1,8.2 & 8.3 have been changed to black line drawings. 3. It appears there will be 10 attached unit buildings. Rather than showing two 4-unit buildings and two 5-unit buildings, please show a "typical" 4-unit building and a "typical" 5-unit building in this document. 1 appreciate you've shown the differing topography and building height measurements, as this provides assurance that due diligence is being completed and the buildings will fit within the city charter and ODP guidelines regarding height. Response: Typical 4 & 5-unit buildings are shown. 4. SDP 8.4 - rear elevation height is not shown to the average elevation Response: Sheet has been omitted. SDP-8.5 1. Same comment as above regarding color images. Response: Sheet has been updated and consolidated to show black line drawings. Plat 1. Overall: Developer block in bottom right corner should be filled in with non- generic text. Response: Developer block filled with correct content. 2. Page 1: a. Vicinity map: City limits not helpful as a geographical reference. Please remove the city boundary and utilize more streets. At a minimum 54th Avenue, 58th Avenue, Quail Street, Parfet/Oak, and Miller. Response: Street names added to vicinity maps, city limits not removed, but linetype changed according to redlines. b. Owner's Certificate typo in final paragraph, 2nd line "Qauil" Response: Typo corrected. c. Owner/Subdivider: Arthur and Barbara Aho are both listed as signers for the Arthur Joel Aho Revocable Trust. It appears from the deeds that Barbara Aho should be a signer for the Barbara Jean Aho Revocable Trust. Response: Line added for Barbara Aho Signature. d. 1st Land use table: add descriptions to Tracts. Also only Tract B and C are specifically called out. Tracts A, D, and E also need to be included with descriptions. Response: Tracts A, D, and E added to the table. Descriptions of tracts added to general note 11, according to redlines. e. 2nd Land use table: open space square footage listed as ,51 Response: Value has been corrected. f. Both land use tables add up to approximately 9.75 acres. The property is only 6.011 acres. Response: All square footage and acres have been changed to the correct values. g. Any reason for having two land use tables? Can the information be combined, or R-ED-LAND f can the lower land use table be eliminated? Response: Tables changed so that the top table represents the total land used out of the total boundary, and the lower table shows more detail of what the land is used for. h. General Note 8: "the cost" should be uppercase like the other text in the sentence. Response: Text has been changed to uppercase. i. General Note 10 appears to have been copied word for word from the example I provided from a different plat. Needs to be modified to reflect the Quail Run plat. j. Add General Note 11: Individual townhouse (single-family attached) lots shall not be developed for any other purpose other than townhomes. Response: Added as note 12, note 11 was added as tract descriptions, according to redlines. k. Add General Note 12: This plat contains lots, blocks, or other land intended for the development of owner- occupied multi-family dwelling units or associated common areas, limited common elements, or improvements (the "multi-family development area"). To the extent that the following claims involve any multi-family development area (or the improvements thereon) within the property covered by this plat, such claims shall be submitted to binding arbitration in lieu of submitting any such claim to a court of law. Any and all claims that allege a construction defect as defined at section 26-1302 of the code of laws and: (1) are between any two or more of the following persons or entities: (a) any owner of any portion of the multi- family development area, (b) any common interest community association created with respect to the multi-family development area, (c) the subdivider, developer, contractor, or anyone claiming under or through any such persons, (d) any party that constructs or designs any portion of any residential dwelling units upon the multi-family development area, and (e) any construction professional as defined in the construction defect action reform act, C.R.S. § 13-80-802.5, et seq., as amended ("CDARA"); and (2) that pertains to any of: (a) the multi-family development area, (b) any dwelling unit, common area development structure, limited common elements, or other improvements constructed on the multi-family development area, (c) the common interest community to be created for the multi-family development area or any portion thereof, or (d) the declaration or other documents governing such community. The foregoing shall not preclude any of the persons or entities described above from endeavoring to resolve any such claim(s) through either negotiation or mediation before submitting such claim(s) to binding arbitration. Additionally, the multi-family development area may also be subject to a declaration of covenants, conditions and restrictions that may implement and expand upon the requirements of this plat note and that may exempt certain claims from the requirement that such claims must be submitted to binding arbitration, provided, however, that any subsequent amendment or change to such declaration of covenants, conditions or restriction shall not eliminate this requirement that construction defect claims shall be submitted to biding arbitration in lieu of submitting any such claim to a court of law. For purposes of this plat note, binding arbitration shall mean submission of any R-ED»ND claim described above to the arbitration service provider specified in the declaration or other governing documents of the common interest community, if qualified pursuant to the Uniform Arbitration Act, Part 2 of Article 22 of Title 13, C.R.S., and, if not, an arbitration service provider so qualified in such arbitration; the costs and expenses of arbitration to be borne equally by the parties. All future purchasers of any interest in the multi-family development area are deemed to have accepted and agreed to the terms and conditions of this plat note and shall be bound by the plat note, which is recorded in the Jefferson County Clerk and Recorder's office, deemed to be a covenant running with the multi-family development area, and binding upon all successors in interest, grantees, owners, heirs, assigns, and all others who acquire an interest in or to the multi-family development area, together with any common interest community association associated therewith. Response: Added as note 13. 3. Page 2: a. Add note/title that this is the existing conditions. b. Scale is not 1:20 as noted. Response: Title and note has been added, and Scale has been changed to the correct scale. 4. Page 3 and 4: a. No com ments Response: 5. Page 5: a. Should Tract D be fully encumbered by an easement? Response: Tract D should not be fully encumbered by an easement. 6. Page 6: a. Should Tract F be fully encumbered by an easement? b. Quail Ridge Estates is zoned PRD. Response: Tract F should not be fully encumbered by an easement. Zone has been changed to PRD where incorrect. Planning & Zoning Final Plat: General comments: 1. Please be advised that for all Final Plats the basis of bearings and all related bearings shall be consistent with the Current City Datum per Sec. 26-410 of the Municipal Code of Laws. Response: Basis of bearings is consistent with the current city datum. 2. Please submit AutoCAD drawing based on Current City Datum. Previous drawing does not fit city mapping. Include closure sheets as required for complete submittal. R-ED.laND Response: AutoCAD drawing is based on Current City Datum, and closure sheets have been included. 3. Please submit closure report for entire property. Response: Closure report included in submittal. 4. Minimum size for text is 0.10" - there are numerous notations that do not meet this criteria. Second comment Response: All text at or above the minimum height of 0.10". 5. PW recommends showing section ties on one sheet only (Sheet 2, Existing Conditions). Response: 6. Show one complete Legend only on sheet 2, where lines and symbols first appear. Response: Legends have been removed from all sheets except sheet 2. 7. All acreages to be shown to 4 decimal places. All proposed conditions sheets show only to 3. Response: All acreages changed to show 4 decimal places. 8. Provide space between the sheet titles and the 'For and On Behalf...' note at the lower right corner of all sheets to help the title stand out. Response: A space has been added between the "For and On Behalf..." and the sheet titles. 9. Please note Public Works recommends the following Conditions of Approval be applied to this plat due to the unique nature and design of this development proposal: Prior to City of Wheat Ridge approval of the Final Plat, the following prerequisites shall be undertaken and completed: a. City of Arvada review and acceptance of the drainage design found in the Quail Run Final Drainage Report and Plan. Written acknowledgement from Arvada shall be provided to the City of Wheat Ridge. b. City of Arvada review and approval of Construction Plans for Quail Street. Written approval from Arvada shall be provided to the City of Wheat Ridge. c. A Right-of-Way deed transferring title, or a Permanent Easement for the purpose of "The construction and maintenance of a roadway and all its appurtenances", shall be prepared for the entirety of the Quail Street improvements lying outside the City of Wheat Ridge. The Right-of-Way deed or Permanent Easement shall be granted to Arvada, and a copy of the recorded document shall be provided to the City of Wheat Ridge. d. An Easement Agreement or a Temporary Construction Easement of sufficient width as to allow for the construction of the Quail Street roadway shall be obtained from the underlying landowner to the benefit of the developer, and a copy of the recorded document shall be provided to the City of Wheat Ridge. e. Written approval from all affected property owners of Skyline Estates Filing No. 1 for the proposed stormwater outfall from the detention facility in Tract D shall be obtained and a copy provided to the City of Wheat Ridge. f. Submittal of written acceptance from all affected property owners of Skyline Estates Filing No. 1 for utility installation, repair and maintenance of any and all utilities along the common boundary between Skyline Estates and Quail Run, if applicable. R-ED.LAND Response: Sheet 1 - COVER SHEET 1. Owners' Certificate a. The acreages at the beginning and the end of the description do not agree with one another, nor agree with the square footage to acreage computation. b. Add "THE RECORDS OF THE CLERK AND RECORDER OF" to the fifth paragraph, to be consistent. c. Modify the written legal and the metes and bounds shown on the plans for agreement between the two descriptions. d. Adjust the last paragraph as redlined to correct typos, punctuation and spelling. Response: Acreages have been corrected, "THE RECORD OF THE CLERK AND RECORDER OF" added to the fifth paragraph, written legal modified to match plans, and corrected typos in final paragraph. 2. LAND USE TABLE a. Since land uses are now addressed in the General Notes (#11), this table can be used as a 'LAND AREA TABLE'. b. The 'USE' column can be eliminated and the overall table size can be reduced. c. The area columns should show areas in square feet to the nearest foot and in acreage to four decimal places and they should agree with one another. These two columns do not agree, and the comma delimiter is in the wrong place in some of the square footage values. Response: a. The table was changed to "LAND AREA TABLE" b. The "USE" column has been eliminated c. The square footage and acreage 3. VICINITY MAP a. Show linework to match Legend defined linetypes. It is very difficult to distinguish roads from boundary lines from section lines. It would read better and provide meaningful information if linetypes and line weights had variety. b. Show and label existing roads adjacent to the project. c. City boundary is not clear. d. Show section corners in their correct location. e. 'Kipling St.' label beneath the NW Cor. Sec. 16 label is incorrect. Response: a. Linetypes have been changed to the correct styles. b. Adjacent road have been shown and labelled. c. The city boundary has been made more clear. d. The section corners have been moved to the correct location. e. Extra "Kipling St." Label has been removed. 5. GENERAL NOTES: a. Note 1 - correct spelling R-EglaN D b. Note 3 - Correct references to PHAC point number 1, not PHAC 4. c. Note 6 - Correct Section number as redlined. d. Note 8 - Correct punctuation e. Add general note regarding the street right-of-way monuments required to be set. Second comment f. Not sure of the validity of Note 10 - utility easements g. Include notes stating the purposes of each of the non-buildable tracts being platted. See redlines to general note 10/11. h. In Note #10, change "Public Service Company of CO (PSCO) to Xcel Energy (it hasn't been known as PSCO for decades). i. The following text pertaining to multi-family development shall be included in a Note as required by Sec. 26-420 of the Municipal Code of Laws: "THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OWNER-OCCUPIED MULTI-FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, LIMITED COMMON ELEMENTS, OR IMPROVEMENTS (THE "MULTI- FAMILY DEVELOPMENT AREA"). TO THE EXTENT THAT THE FOLLOWING CLAIMS INVOLVE ANY MULTI-FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECTION 26- 1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR ENTITIES: (A) ANY OWNER OF ANY PORTION OF THE MULTI- FAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TO THE MULTI-FAMILY DEVELOPMENT AREA, (C) THE SUBDIVIDER, DEVELOPER, CONTRACTOR, OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY RESIDENTIAL DWELLING UNITS UPON THE MULTI-FAMILY DEVELOPMENT AREA, AND (E) ANY CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT ACTION REFORM ACT, C.R.S. § 13-80-802.5, ET SEQ., AS AMENDED ("CDARA"); AND (2) THAT PERTAINS TO ANY OF: (A) THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE MULTI- FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE MULTI-FAMILY DEVELOPMENT AREA OR ANY PORTION THEREOF, OR (D) THE DECLARATION OR OTHER DOCUMENTS GOVERNING SUCH COMMUNITY. THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTITIES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIM(S) THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIM(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULTI-FAMILY DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARATION OF COVENANTS, CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN LIEU R-ED-LAND OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATION SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF TITLE 13, C.R.S., AND, IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATION TO BE BORNE EQUALLY BY THE PARTIES. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MULTI-FAMILY DEVELOPMENT AREA ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF THIS PLAT NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI-FAMILY DEVELOPMENT AREA, AND BINDING UPON ALL SUCCESSORS IN INTEREST, GRANTEES, OWNERS, HEIRS, ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI-FAMILY DEVELOPMENT AREA, TOGETHER WITH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREWITH. The following does NOT go on the plat but should be made known to the owner: Please be advised of the following. If a plat contains the plat note described herein, then the developer, builder, or other person or entity engaged in the initial sale of a lot or dwelling unit within the multi-family development area of such plat to the intended resident or end user shall be required to include in such contract for purchase and sale a disclosure statement in bold-faced type that is clearly legible and in substantially the following form: THE RECORDED PLAT OF THE PROPERTY WITHIN WHICH THIS LOT OR UNIT IS SITUATED CONTAINS A RESTRICTION REQUIRING MANDATORY, BINDING ARBITRATION FOR CERTAIN TYPES OF CLAIMS, IN LIEU OF SEEKING REDRESS IN A COURT OF LAW. PURCHASERS SHOULD CAREFULLY READ THE PLAT AND NOTE CONCERNING ARBITRATION, AS THEY ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF SUCH PLAT NOTE. Response: a. Spelling corrected. b. PHAC 4 changed to PHAC 1. c. Section number corrected. d. Punctuation corrected. e. Street right-of-way monuments note added. f.A RED-LAND g. Note including tract uses has been added. h. PSCO changed to Xcel Energy in note 10. i. Note added as note 13. 6. Add a little more space and a 'fill-in-the-blank' line in the Planning Commission Cert block and the Acceptance Cert block. Response: Added more space to the line in the Planning Commission Cert Block and the Acceptance Cert block. 7. REVISION TABLE a. This is really not a table but a block - The more commonly accepted name is REVISION BLOCK. b. There is a revised note directly underneath the Revision Block - should be moved into the block. c. The revision block should be present on all sheets and have identical information from sheet to sheet. Response: Revised note moved into revision block. Revision block added to all sheets. Sheet 2 - EXISTING CONDITIONS 1. Show city boundaries as heavier line as defined in Legend. Response: City boundaries have been changed to a heavier line. 2. Add zoning information on property within the City of Wheat Ridge. Second comment Response: Zoning information has been added. 3. Add 'UNPLATTED' to the appropriate properties - remove ownership information and addresses Response: Unplatted information has been added. 4. ID the 40' ROW to remain for Quail Street in the SW corner. 5. ID the 15' w utility easement to remain along the west edge of the Unplatted Strickler parcel. Response: Note added to utility easement. 6. Define the parcel boundaries to be removed by this plat - see redlines. Response: Notes added to boundaries being removed. 7. The metes and bounds on this drawing need to be the same as the written legal on the cover sheet. Currently, there are some discrepancies. In addition, there should not be any differences between this sheet and the others in this plat set with regard to metes and bounds. Response: Metes and bounds now match the other sheets, and the legal description. R-ED-LAND 8. Show W. 54th Avenue ROW along the northern edge of the project as it exists today and define/label it as appropriate. Move the 'SKYLINE ESTATES, FILING NO. 1, AMMENDED' note to the far side of W. 54th ROW. Response: W. 54th Avenue ROW now shown along the northern edge of the project. 9. Upgrade the LEGEND on this sheet- only show on this sheet. See note 3 under Sheet 3, below. Response: Legend updated and only shown on sheet 2. Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW 1. Do not show section ties, section information (corners, basis of bearings, City Datum coordinates, etc.) on this sheet as well as Existing Conditions - one sheet only. Response: Section ties and information removed from sheet 3. 2. Show block labels. Response: Block have been labels added. 3. Move the legend to sheet 2. Show expanded view of linetypes for clarity. The ROW centerline monument defined in the legend can be obliterated by the intersection where shown on the plan. Consider something different or bigger or clearer somehow. Response: Legend moved to sheet 2, and isn't shown on any other pages. 4. Scale bar text is too small. Response: Text height on scale bar changed to O.1" 5. Many of the appearance comments from sheet 2 should be carried through to this sheet, without being too redundant. Response: Changes from sheet 2 have been carried over to sheet 3 where applicable. 6. 'TRACT F' label overlaps leader. Response: Tract F label no longer overlaps leader. 7. Show Blocks as redlined. Second comment Response: Blocks are now shown. 8. Show centerline monuments and label as redlined. Response: Centerline monuments are now shown and labelled. 9. Add a little space above the sheet title lower right to help the title stand out. Response: Space between the "FOR AND ON HEALF OF..." note and sheet title has been added. Sheet 4- PROPOSED CONDITIONS - NORTH PORTION 1. As with all the Proposed Conditions sheets, the city boundary should be shown and distinct, and the proposed boundary should be shown. 12-ED-LAND Response: City limits fall on the same lines as the property boundary on sheet 4. 2. W. 54th Avenue abuts the northern property line - it should be shown as existing ROW with label, dimensions, etc. Response: W. 54th avenue shown as existing ROW. 3. There are two 8' utility easement notes along the northern property line that are both poorly placed - only one is necessary and should be moved for clarity. Response: 8' utility easement note replaced at a better location. Removed one of the notes - unnecessary. 4. The CITY OF WHEAT RIDGE label along the norther PL overlaps a lot dimension. Response: City of Wheat Ridge label no longer overlaps lot dimension. 5. Check all text for minimum size. Response: All text at minimum height of 0.1". 6. Is Tract Q within the platted boundary? If so, it must be shown as such. If it lies outside the subdivision boundary it should NOT be shown as a tract. If this area needs to be identified and a purpose assigned, that's fine but identify it as l'AREA'A' and add a Note to the Cover Sheet describing its purpose for being shown. Response: Tract Q label removed from sheet. 7. Correct curve data for the knuckle. Move the Curve Table from Sheet 6 to this sheet. Response: Curve data corrected for knuckle, and the curve table was added to this sheet. 8. Lot lines hereby created by this plat should either be identified/labeled as such or possibly distinguished by Legend definition. Response: Lot lines hereby created by this plat are identified on the legend on sheet 2. 9. Add the 30' non-exclusive water easement to Tract E as redlined. Response: This easement needs to be dedicated by separate document per Denver Water requirements. It can not be dedicated by plat and has been removed. 10.Move or add bearings as redlined. Response: 11.W. 53rd and Pierson Ct. should be 53' ROW, not 54'. Response: ROW width changed from 54' to 53' at W. 53rd and Pierson Ct. 12.Add Block designations. Response: Block designations have been added. 13.Identify Public right-of-way and dimension corners of development to road centerlines. Response: Public right-of-way dimensioned from corners. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION R-ED-LAND r 1. Add metes and bounds to Tract E as relined. Response: Metes and bounds added to tract E. 2. Add the 30' non-exclusive water easement to Tract E as redlined. Response: This easement needs to be dedicated by separate document per Denver Water requirements. It can not be dedicated by plat and has been removed. 3. Correct W. 53rd Place dimensions as redlined. Response: Dimensions have been added to W. 53rd place. 4. Add Block designations. Response: Block designations have been added. 5. A sanitary sewer easement may be required for the eastern edge of Tract D. Response: 6. Take off'PORTION OF LOT LINE HEREBY VACATED BY THIS PLAT', as well as the lot line itself. Response: Note and line removed from plat. 7. Clean up placement of text on east side of Tract D. Response: Text relocated for better legibility. 8. Add the Lot Line Created to south side of Tract D. Bearing should match bearing on south side of Lot 43. Response: Added lot line, and bearing matches the continuation of said line on the south side of lot 43. 9. Add missing lot dimensions as redlined. Response: Missing lot dimensions have been added. Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION a. This sheet does not show much - consider ways to eliminate if possible. Response: b. If this sheet to remain, label adjacent developments, unplatted properties, roads, easements, etc. Add Block labels. Response: Adjacent developments, unplatted properties, roads and easements have been labeled. Block labels have also been added. c. Correct Sheet Title Response: Sheet title has been corrected. d. Eliminate extra bearing callout on east side of Tract F. Add area under Tract callout. Response: Removed extra bearing a distance on east side of Tract F, and add the area callout underthe area label. e. Change scale bar to 1" = 20' to match plan. R-ED.LaND Response: Bar scale has been changed CIVIL ENGINEERING Final Drainage Report: 1. Page 3 - Please correct the "Error! Bookmark not defined" error in the table of contents. Response: The error has been fixed. 2. Page 8 - Please provide additional discussion and/or calculations forthe drainage of Tract B. Is the swale/depression large enough to convey 100-year flows through this area with 1ft of freeboard between water surface elevation and building foundation elevation? It is unclear if roof drains/gutters will discharge into this area or into adjacent alleys (Tract E). Response: Additional information regarding the drainage within Tract B has been added to the report. The area drains have been revised to capture the 100-year storm and additional measures have been made regarding the finished floor of the adjacent properties. 3. Page 9 - Change "site" to "developer" or something more appropriate. Response: Noted. 4. Page 9 - Please clarify discussion on flowrates in the existing offsite drainage channel and discuss how much flow the proposed development is contributing. Response: The report has been updated to clarify the runoff within the existing swale. 5. Page 27 - Please revise the calculation to show the correct transverse slope. Response: Noted. 6. Page 31 - Flowrate indicated in Hydraflow calculations does not match what's provided in the runofftable. Response: Noted. 7. Page 31 - Velocity is high and may reduce effectiveness of sediment forebay. Public Works suggests making design modifications to reduce the velocity if possible. Response: The slope of the pipe has been decreased to decrease the velocity. 8. Page 32 - Flowrate indicated in Hydraflow calculations does not match what's provided in the runofftable. Response: Noted. 9. Page 37 - The spacing indicated in the orifice table does not align with the 13.1" spacing indicated in the Construction Documents. Response: The UD_Detention spreadsheet has been updated. 10.Page 37 - The routed hydrograph table shows a 100-year ponding depth of 5.00ft. This would indicate a 100-year WSEL of 5457.00, not 5457.22 as indicated in the Construction Documents. Please revise or clarify the reason forthe discrepancy. Response: WSEL is determined at the top of the spreadsheet to be 5457.22 to help facilitate the 100-year flow through the inlet at 5457.00. Per UD_Detention spreadsheet. R-ED-lAND 11.Page 37 - Public Works recommends passing all pond outflow through the outlet structure and eliminating spillway flows for up to the 500-year event due to potential flooding issues on adjacent properties. The current design appears to accommodate this request. Response: The current design will facilitate the 500-year storm and contains 1ft freeboard above the 100-year volume. 12.Page 44 - Due to concerns with spillway overflows onto adjacent properties, Public Works recommends that the outflow pipe accommodate the 500-year flow of 5.4cfs (as indicated in the UD-Detention routed hydrograph table). Response: The 12-inch pipe will have capacity for the 500-year flow while pressurized. 13.Page 61 - See comment made on Page 8 above. Response: See comment response #2. 14.Page 61 - Please provide additional detail that will clarify which portions of the offsite drainage channel are above ground and which portions are below ground. Field reconnaissance may be required to make this determination. Response: Based on aerial imaging, Lots 8,9 and a portion of 11 have the existing swale underground or not consistent with the Master Drainage Report. 15.Page 61 - It appears that the offsite drainage channel is underground through Skyline Estates lots 11 and 12. How will runoff from proposed lots 12 - 14 enter the offsite drainage channel? Public Works recommends installing a small area inlet system through lots 12 - 14 to ensure that drainage doesn't flow offsite and cause ponding issues on adjacent properties. Response: The drainage from proposed lots 12-14 will follow the historic drainage pattern into the adjacent lots within Skyline Estates. Based on the calculations, the total runoff entering the existing lots 11-12 will have been reduced from the existing conditions. From aerial imaging, only a portion of lot 11 is underground. Since the total runoff is being reduced and the proposed development is following the existing drainage pattern, the existing lots should not be negatively impacted. 16.Page 61 - If possible, a very small drainage swale should be graded into the small strip of land extending south from the main development to direct drainage south to a point where spillway overflows will enter a portion of the existing offsite drainage channel that is above ground. This may not be a concern if spillway flows are eliminated for storms up to the 500- year event. Response: The small strip of land extending south will provide very little capacity for a swale and a difficult area to work within. The end of this strip of land also dead ends into an existing building. Based on updates to the pond calculations, the pond has capacity for the 500-year event and the emergency overflow will only be used for more extreme events. If a swale were constructed, it would not have the capacity or the outfall needed to carry the emergency overflow. Construction Plans: 1. Sheet Cl.3 - Please provide section for Quail Street (w/0 parking) south of 53rd Drive where ALED-laND sidewalk is detached. Response: A section has been provided. 2. Sheet Cl.3 - Please provide typical alley sections, either on this sheet or on alley P/P sheets. Response: Alley sections have been provided. 3. Sheet C2.0 - Will the irrigation channel be rerouted or completely removed? Has the ditch company been contacted? Response: The irrigation channel is being removed. The ditch has released their interests. 4. Sheet C2.0- The northern property line is labeled as "proposed". Is this property line changing? If not, please eliminate the word "proposed" Response: Noted. 5. Sheet C2.0- Is the section of fence indicated in the markups to remain? It appears it will need to be removed and replaced due to extensive grading in the area. Please clarify. Response: Noted. 6. Sheet C3.0- If possible, ADA ramps shall be aligned and crosswalks installed perpendicular to street centerline. Response: ADA ramps have been aligned. 7. Sheet C3.0 - A small parcel in the southwestern portion of the site is labeled "Deed to Jefferson County Rec 572675". Records indicate that this is City of Wheat Ridge ROW. Please verify. Response: Parcel clarified. 8. Sheet (4.1 - Storm sewer is shown along the eastern property boundary. Remove this storm sewer if it will not be installed. Response: Line has been clarified as a temporary diversion dike. 9. Sheet C4.2- See comment on Sheet C4.1. Response: Line has been clarified as a temporary diversion dike. 10.Sheet C5.0 - Lot numbers for the multi-family block do not match what's shown on other sheets. Please revise to maintain consistency. Response: Lot numbers have been revised. 11.Sheet C5.0 - Pleas show existing contours beyond the property boundary near the southern terminus of Quail Street. It is difficult to determine where Quail Street runoff will flow and how it will impact adjacent property owners to the south. A temporary curb or other solution may be required to route Quail Street runoff into the existing drainage swale. If Quail Street is being continued simultaneously with construction of adjacent development then this may not be an issue. Response: Additional grading has been created to facilitate drainage and show improvements to the south. A temporary swale has been included to convey run-off in the interim condition. RE-916ND 12.Sheet C7.1 - There are several dashed lines that appear to be unlabeled. Please expand upon labeling on this sheet. Response: These are easements and have been labeled. 13.Sheet C7.2 - Please revise the 32' dimension to read "32' FL-FL". Response: Noted. 14.Sheet 67.3 - Note that the City doesn't allow grade breaks in excess of 0.50% in public streets. Please clarify where the knuckle curb return alignment is shown in plan view. Response: The profile with a grade break in excess of 0.50% is the flowline profile of the knuckle. The profile title has been clarified. 15.Sheet (7.4 - There is a "bump" in the profile at approximately sta 10+30. Please review and remove or provide clarification. Note that City does not allow grade breaks in excess of 0.50% in public streets. Response: The profile references the knuckle profile for this area. The knuckle profile shows the actual design. 16.Sheet C8.0 - Please indicate surfacing of the detention basin maintenance road. A section view showing material thickness may be helpful. Response: A maintenance access road section has been added to the sheet. 17.Sheet C8.0- Provide additional detail on the spillway- section and/or profile view. Include info on riprap (size, type, etc.). Response: A section of the emergency overflow weir has been added to the sheet. 18.Sheet 68.1 - Please show grate dimensions in plan view. Response: Noted. 19.Sheet C8.1 - Please show grate slope. Response: Noted. 20.Sheet C8.1 - What is the purpose of the stairs provided into the micropool? Is this strictly for maintenance access? Response: The stairs within the mircopool are for outlet structure maintenance purposes. 21.Sheet C9.0 - See comments made on Sheet C3.0. Response: Noted. SUBDIVISION-RELATED REQUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the 12-ED-LAND required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. Response: Noted. A SWMP has been prepared and will be submitted. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. Response: Noted. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is $XXX,XXX. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. Response: Noted. A cost estimate will be prepared prior to final submittal. Can the SIA and costs be phased? 4. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2- year warranty period for the completed and approved public improvements shall commence. If at any time during said 2-year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by R-ED-LAND the City of Wheat Ridge. Response: Noted. 5. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Priorto any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all reqwired technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. Response: Noted. 6. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre- construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. Response: Noted. 7. Drainage Certification/ As-Built Plans/ SMA and 0&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy forthe subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations R-ED.LAND ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). Response: Noted. 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD ® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Response: Noted. If there are any additional questions or more information needed please let me know. I can be contacted via email at tfrazier@redland.com Sincerely, Travis Frazier, P Project Manager . .. City of7 Wheat Rdge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 2gth Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 July 17, 2018 Redland Attn: Travis Frazier 1500 W. Canal Court Littleton, CO 80120 DELIVERED VIA EMAIL tfrazier@redland.com Dear Mr. Frazier: This letter is in regard to your application filed for a Specific Development Plan (SDP) and plat on property zoned Planned Residential Development (PRD) located at 5372-5392 Quail Street. The second review of your submittals is complete. Comments from the Planning Division and Public Works Department are attached to this letter: For the next review, please provide a response to the comments on the following pages, and resubmit plans in the following formats: One (1) 11x17 copy of the plans Digital files of the resubmittal documents in Adobe .pdf, with the plat document in .dwg format. Sincerely, 'Zack Wallace Mendez Planner II 303-235-2852 zwallace@ci.wheatridge.co.us CC:Summer Clark, SCHAL Investments, LLC Case files (WZ-18-13 and WS-18-01) Enclosures 6 & r City ofv¢ heat Rgge ./00-COMMUNITY DEVELOPMENT Memorandum TO:Travis Frazier, Redland FROM:Zack Wallace Mendez, Planner II DATE:July 17, 2018 SUBJECT:WZ-18-13 and WS-18-01 - Quail Run SDP & Plat 2nd Review I have completed my review of the Specific Development Plan (SDP) and plat for the proposed Quail Run residential development. I have the following comments: SDI'-l 1. Lot size in legal description does not match lot size in site data table. Also lot size between SDP and plat are the same, even though they cover different geographies. 2. Include descriptions of the tracts in the site data table. 3. Any reason why the tracts are separated into separate subtotals? 4. Spell out single family attached and single family detached in the site data table. 5. Site data table proposed land use should read: Residential 6. Typo in site data table: SFA "Residnetial" Units SDI'-2 1. The Lubker property is included within the property boundary, but is not part of this SDP. 2. Please note: retaining walls between Lubker & 53rd Place and Tract D & Lot 14 must be compliant with Section 3.10 of the Architectural and Site Design Manual and Section 26-508 ofthe Code of Laws. SDP-3 1. No comments. SDP-4 1. Remove topography from plan for legibility. Proposed lot lines can remain in half tone. Setback and easement lines are not necessary on the landscape plan. 2. Remove the utilities from the landscape plan and place them on their own sheet. 3. Landscape area table square footage and acreage switched for total lot area. 4. Remove landscape requirement note. 5. If trees are installed as shown on the typical lot layouts on page SDP-6, then the intent of the street tree requirement/front yard tree requirement should be sufficiently met. SDP-5 1. Remove topography from plan for legibility. Proposed lot lines can remain in half L i Quail Run SDP and Plat - 2d Review (Planning Division) Page 2 tone. 2. Too many different line types on the lots. One appears to be a setback line, others I am unsure of and cannot find in the legend. If they are not relevant to the landscape plan, then they can be removed, with the exception of the lot lines and the sidewalk, curb and gutter lines. 3. 54h Avenue tree lawn states "by other." Who will be installing this landscaping? 4. Within Tract B, at either end (nearest the alley and nearest Pierson Court) there are two small circles to the side of the Autumn Blaze tree. I'm having difficulty identifying these features. SDP-6 1. Ensure all elements are in the legend. For example, what appears to be concrete (triangles with speckles) is not listed in the legend, but is shown on the plan. 2. Label retaining wall between 53rd Place and Lubker property. 3. Label hatched building on Lubker property as 'existing structure to remain.' 4. Line types comment from SDP-5 applies here as well. Remove everything except lot lines, sidewalk, curb, and gutter lines. SI)P-7.1-7.6 1. These single-family home elevations have been very helpful in review. Moving forward please note that color drawings will not record well when this document is scanned in by the County. You may want to consider making black line "typical" drawings ofjust the front facades and consolidating onto one page. 2. When submitting for building permits, please utilize the masonry calculation image that is shown at the bottom right corner of each page. This will be incredibly in ensuring efficient and well documented reviews and approvals, and in keeping track of the overall masonry requirement. SDP-8.1-8.4 1. Staff appreciates the increased masonry on the attached homes. 2. Similar to the previous comments, the color images were helpful in our initial review, but will not record well when this document is scanned in by the County. Please utilize a black line drawings. 3. It appears there will be 10 attached unit buildings. Rather than showing two 4-unit buildings and two 5-unit buildings, please show a "typical" 4-unit building and a "typical" 5-unit building in this document. I appreciate you've shown the differing topography and building height measurements, as this provides assurance that due diligence is being completed and the buildings will fit within the city charter and ODP guidelines regarding height. 4. SDP 8.4 - rear elevation height is not shown to the average elevation SDP-8.5 1. Same comment as above regarding color images. Plat 1. Overall: Developer block in bottom right corner should be filled in with non- generic text. 2. Page 1: a. Vicinity map: City limits not helpful as a geographical reference. Please Quail Run SDP and Plat - 2d Review (Planning Division) Page 3 remove the city boundary and utilize more streets. At a minimum 54th Avenue, 58th Avenue, Quail Street, Parfet/Oak, and Miller. b. Owner' s Certificate typo in final paragraph, 2nd line "Qauil" c. Owner/Subdivider: Arthur and Barbara Aho are both listed as signers for the Arthur Joel Aho Revocable Trust. It appears from the deeds that Barbara Aho should be a signer for the Barbara Jean Aho Revocable Trust. d. 1 St Land use table: add descriptions to Tracts. Also only Tract B and C are specifically called out. Tracts A, D, and E also need to be included with descriptions. e. 2nd Land use table: open space square footage listed as "5" f. Both land use tables add up to approximately 9.75 acres. The property is only 6.011 acres. g. Any reason for having two land use tables? Can the information be combined, or can the lower land use table be eliminated? h. General Note 8: "the cost" should be uppercase like the other text in the sentence. i. General Note 10 appears to have been copied word for word from the example I provided from a different plat. Needs to be modified to reflect the Quail Run plat. j. Add General Note 11: Individual townhouse (single-family attached) lots shall not be developed for any other purpose other than townhomes. k. Add General Note 12: This plat contains lots, blocks, or other land intended for the development of owner-occupied multi-family dwelling units or associated common areas, limited common elements, or improvements (the "multi-family development area"). To the extent that the following claims involve any multi-family development area (or the improvements thereon) within the property covered by this plat, such claims shall be submitted to binding arbitration in lieu of submitting any such claim to a court of law. Any and all claims that allege a construction defect as defined at section 26-1302 ofthe code of laws and: (1) are between anytwo ormore ofthe following persons or entities: (a) any owner of any portion of the multi- family development area, (b) any common interest community association created with respect to the multi-family development area, (c) the subdivider, developer, contractor, or anyone claiming under or through any such persons, (d) any party that constructs or designs any portion of any residential dwelling units upon the multi-family development area, and (e) any construction professional as defined in the construction defect action reform act, C.R.S. § 13-80-802.5, et seq., as amended ("CDARA"); and (2) that pertains to any of: (a) the multi-family development area, (b) any dwelling unit, common area development structure, limited common elements, or other improvements constructed on the multi-family development area, (c) the common interest community to be created for the multi-family development area or any portion thereof, or (d) the declaration or other documents governing such community. The foregoing shall not preclude any of the persons or entities described above from endeavoring to resolve any such claim(s) through either Quail Run SDP and Plat - 2"d Review (Planning Division) Page 4 negotiation or mediation before submitting such claim(s) to binding arbitration. Additionally, the multi-family development area may also be subject to a declaration of covenants, conditions and restrictions that may implement and expand upon the requirements of this plat note and that may exempt certain claims from the requirement that such claims must be submitted to binding arbitration, provided, however, that any subsequent amendment or change to such declaration of covenants, conditions or restriction shall not eliminate this requirement that construction defect claims shall be submitted to biding arbitration in lieu of submitting any such claim to a court of law. For purposes o f this plat note, binding arbitration shall mean submission of any claim described above to the arbitration service provider specified in the declaration or other governing documents of the common interest community, if qualified pursuant to the Uniform Arbitration Act, Part 2 of Article 22 ofTitle 13, C.R.S., and, if not, an arbitration service provider so qualified in such arbitration; the costs and expenses of arbitration to be borne equally by the parties. All future purchasers of any interest in the multi-family development area are deemed to have accepted and agreed to the terms and conditions of this plat note and shall be bound by the plat note, which is recorded in the Jefferson County Clerk and Recorder's office, deemed to be a covenant running with the multi-family development area, and binding upon all successors in interest, grantees, owners, heirs, assigns, and all others who acquire an interest in or to the multi-family development area, together with any common interest community association associated therewith. 3. Page 2: a. Add note/title that this is the existing conditions. b. Scale is not 1:20 as noted. 4. Page 3 and 4: a. No comments 5. Page 5: a. Should Tract D be fully encumbered by an easement? 6. Page 6: a. Should Tract F be fully encumbered by an easement? b. Quail Ridge Estates is zoned PRD. . ' City of7- WheatRoge - PUBLIC WORKS Memorandum TO:Zack Wallace Mendez, Planner II FROM:Jordan Jefferies, P.E. DATE:July 17,2018 SUBJECT:WZ-17-11 / Clark - Quail Run I have completed review of the second submittal of the Specific Development Plan for the proposed Quail Run development at West 53rd Place and Pierson Court received on June 26, 2018, and I have the following comments: PLANNING & ZONING Final Plat: General comments: 1. Please be advised that for all Final Plats the basis of bearings and all related bearings shall be consistent with the Current City Datum per Sec.26-410 of the Municipal Code ofLaws. 2. Please submit AutoCAD drawing based on Current City Datum. Previous drawing does not fit city mapping. Include closure sheets as required for complete submittal. 3. Please submit closure report for entire property. 4. Minimum size for text is 0.10" - there are numerous notations that do not meet this criteria. Second comment 5. PW recommends showing section ties on one sheet only (Sheet 2, Existing Conditions). 6. Show one complete Legend only on sheet 2, where lines and symbols first appear. 7. All acreages to be shown to 4 decimal places. All proposed conditions sheets show only to 3. 8. Provide space between the sheet titles and the 'For and On Behalf...' note at the lower right corner of all sheets to help the title stand out. 9. Please note Public Works recommends the following Conditions of Approval be applied to this plat due to the unique nature and design of this development proposal: Prior to City of Wheat Ridge approval of the Final Plat, the following prerequisites shall be undertaken and completed: a. City of Arvada review and acceptance of the drainage design found in the Quail Run Final Drainage Report and Plan. Written acknowledgement from Arvada shall be provided to the City of Wheat Ridge. b. City of Arvada review and approval of Construction Plans for Quail Street. Written approval from Arvada shall be provided to the City of Wheat Ridge. c. A Right-of-Way deed transferring title, or a Permanent Easement for the purpose of"The construction and maintenance of a roadway and all its Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 2 appurtenances", shall be prepared for the entirety of the Quail Street improvements lying outside the City of Wheat Ridge. The Right-of-Way deed or Permanent Easement shall be granted to Arvada, and a copy of the recorded document shall be provided to the City of Wheat Ridge. d. An Easement Agreement or a Temporary Construction Easement of sufficient width as to allow for the construction of the Quail Street roadway shall be obtained from the underlying landowner to the benefit of the developer, and a copy ofthe recorded document shall be provided to the City of Wheat Ridge. e. Written approval from all affected property owners of Skyline Estates Filing No. 1 for the proposed stormwater outfall from the detention facility in Tract D shall be obtained and a copy provided to the City of Wheat Ridge. f. Submittal of written acceptance from all affected property owners of Skyline Estates Filing No. 1 for utility installation, repair and maintenance of any and all utilities along the common boundary between Skyline Estates and Quail Run, if applicable. Sheet 1 - COVER SHEET 1. Owners' Certificate a. The acreages at the beginning and the end of the description do not agree with one another, nor agree with the square footage to acreage computation. b. Add "THE RECORDS OF THE CLERK AND RECORDER OF" to the fifth paragraph, to be consistent. c. Modify the written legal and the metes and bounds shown on the plans for agreement between the two descriptions. d. Adjust the last paragraph as redlined to correct typos, punctuation and spelling. 2. LAND USE TABLE a. Since land uses are now addressed in the General Notes (#11), this table can be used as a'LAND AREA TABLE'. b. The 'USE' column can be eliminated and the overall table size can be reduced. c. The area columns should show areas in square feet to the nearest foot and in acreage to four decimal places and they should agree with one another. These two columns do not agree, and the comma delimiter is in the wrong place in some ofthe square footage values. 3. VICINITY MAP a. Show linework to match Legend defined linetypes. It is Very difficult to distinguish roads from boundary lines from section lines. It would read better and provide meaningful information if linetypes and line weights had variety. b. Show and label existing roads adjacent to the project. e. City boundary is not clear. f. Show section corners in their correct location. g. 'Kipling St.' label beneath the NW Cor. Sec. 16 label is incorrect. 4. GENERAL NOTES: a. Note 1 - correct spelling b. Note 3 - Correct references to PHAC point number 1, not PHAC 4. c. Note 6 - Correct Section number as redlined. d. Note 8 - Correct punctuation e. Add general note regarding the street right-of-way monuments required to be Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 3 set. Second comment f. Not sure of the validity of Note 10 - utility easements g. Include notes stating the purposes of each ofthe non-buildable tracts being platted. See redlines to general note 10/11. h. In Note #10, change "Public Service Company of CO (PSCO) to Xcel Energy (it hasn't been known as PSCO for decades). i. The following text pertaining to multi-family development shall be included in a Note as required by Sec. 26-420 ofthe Municipal Code of Laws: "THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OWNER-OCCUPIED MULTI-FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, LIMITED COMMON ELEMENTS, OR IMPROVEMENTS (THE"MULTI-FAMILY DEVELOPMENTAREA"). TO THE EXTENT THAT THE FOLLOWING CLAIMS INVOLVE ANY MULTI-FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECTION 26- 1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR ENTITIES: (A) ANY OWNER OF ANY PORTION OF THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TO THE MULTI-FAMILY DEVELOPMENT AREA, (C) THE SUBDIVIDER, DEVELOPER, CONTRACTOR, OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY RESIDENTIAL DWELLING UNITS UPON THE MULTI-FAMILY DEVELOPMENT AREA, AND (E) ANY CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT ACTION REFORM ACT, C.R.S. § 13-80-802.5, ET SEQ., AS AMENDED ("CDARA"); AND (2) THAT PERTAINS TO ANY OF: (A) THE MULTI-FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE MULTI- FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE MULTI-FAMILY DEVELOPMENT AREA OR ANY PORTION THEREOF, OR (D) THE DECLARATION OR OTHER DOCUMENTS GOVERNING SUCH COMMUNITY. THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTITIES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIM(S) THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIM(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULTI-FAMILY DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARATION OF COVENANTS, CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATION SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF TITLE 13, C.R.S., AND, IF NOT, AN ARBITFU\TION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATION TO BE BORNE EQUALLY BY THE PARTIES. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MULTI-FAMILY DEVELOPMENT AREA ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF THIS PLAT Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 4 NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI-FAMILY DEVELOPMENT AREA, AND BINDING UPON ALL SUCCESSORS IN INTEREST, GRANTEES, OWNERS, HEIRS, ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI-FAMILY DEVELOPMENT AREA, TOGETHER WITH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREWITH. The following does NOT go on the plat but should be made known to the owner: Please be advised of the following. \f a plat contains the plat note described herein, then the developer, builder, or other person or entity engaged in the initial sale of a lot or dwelling unit within the multi-family development area of such plat to the intended resident or end user shall be required to include in such contract for purchase and sale a disclosure statement in bold-faced type that is clearly legible and in substantially the following form: THE RECORDED PLAT OF THE PROPERTY WITHIN WHICH THIS LOT OR UNIT IS SITUATED CONTAINS A RESTRICTION REQUIRING MANDATORY, BINDING ARBITRATION FOR CERTAIN TYPES OF CLAIMS, IN LIEU OF SEEKING REDRESS IN A COURT OF LAW. PURCHASERS SHOULD CAREFULLY READ THE PLAT AND NOTE CONCERNING ARBITRATION, AS THEY ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF SUCH PLAT NOTE. 5. Add a little more space and a 'fill-in-the-blank' line in the Planning Commission Cert block and the Acceptance Cert block. 6. REVISION TABLE a. This is really not a table but a block - The more commonly accepted name is REVISION BLOCK. b. There is a revised note directly underneath the Revision Block - should be moved into the block. c. The revision block should be present on all sheets and have identical information from sheet to sheet. Sheet 2 - EXISTING CONDITIONS 1. Show city boundaries as heavier line as defined in Legend. 2. Add zoning information on property within the City of Wheat Ridge. Second comment 3. Add 'UNPLATTED' to the appropriate properties - remove ownership information and addresses 4. ID the 40' ROW to remain for Quail Street in the SW corner. 5. ID the 15' w utility easement to remain along the west edge of the Unplatted Strickler parcel. 6. Define the parcel boundaries to be removed by this plat - see redlines. 7. The metes and bounds on this drawing need to be the same as the written legal on the cover sheet. Currently, there are some discrepancies. In addition, there should not be any differences between this sheet and the others in this plat set with regard to metes and bounds. 8. Show W. 54th Avenue ROW along the northern edge ofthe project as it exists today and define/label it as appropriate. Move the 'SKYLINE ESTATES, FILING NO. 1, AMMENDED ' note to the far side of W . 541 ROW . Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 5 9. Upgrade the LEGEND on this sheet - only show on this sheet. See note 3 under Sheet 3, below. Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW 1. Do not show section ties, section information (corners, basis of bearings, City Datum coordinates, etc.) on this sheet as well as Existing Conditions - one sheet only. 2. Show block labels. 3. Move the legend to sheet 2. Show expanded view of linetypes for clarity. The ROW centerline monument defined in the legend can be obliterated by the intersection where shown on the plan. Consider something different or bigger or clearer somehow. 4. Scale bar text is too small. 5. Many of the appearance comments from sheet 2 should be carried through to this sheet, without being too redundant. 6. 'TRACT F' label overlaps leader. 7. Show Blocks as redlined. Second comment 8. Show centerline monuments and label as redlined. 9. Add a little space above the sheet title lower right to help the title stand out. Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION 1. As with all the Proposed Conditions sheets, the city boundary should be shown and distinct, and the proposed boundary should be shown. 2. W. 54th Avenue abuts the northern property line - it should be shown as existing ROW with label, dimensions, etc. 3. There are two 8' utility easement notes along the northern property line that are both poorly placed - only one is necessary and should be moved for clarity. 4. The CITY OF WHEAT RIDGE label along the norther PL overlaps a lot dimension. 5. Check all text for minimum size. 6. Is Tract Q within the platted boundary? If so, it must be shown as such. If it lies outside the subdivision boundary it should NOT be shown as a tract. If this area needs to be identified and a purpose assigned, that's fine but identify it as "AREA 'A' and add a Note to the Cover Sheet describing its purpose for being shown. 7. Correct curve data for the knuckle. Move the Curve Table from Sheet 6 to this sheet. 8. Lot lines hereby created by this plat should either be identified/labeled as such or possibly distinguished by Legend definition. 9. Add the 30' non-exclusive water easement to Tract E as redlined. 10. Move or add bearings as redlined. 11. W. 53rd and Pierson Ct. should be 53' ROW, not 54'. 12. Add Block designations. 13. Identify Public right-of-way and dimension corners of development to road centerlines. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION 1. Add metes and bounds to Tract E as relined. 2. Add the 30' non-exclusive water easement to Tract E as redlined. 3. Correct W. 53rd Place dimensions as redlined. 4. Add Block designations. 5. A sanitary sewer easement may be required for the eastern edge of Tract D. 6. Take off'PORTION OF LOT LINE HEREBY VACATED BY THIS PLAT'.as well Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 6 as the lot line itself. 7. Clean up placement oftext on east side of Tract D. 8. Add the Lot Line Created to south side of Tract D. Bearing should match bearing on south side of Lot 43. 9. Add missing lot dimensions as redlined. Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION a. This sheet does not show much - consider ways to eliminate if possible. b. Ifthis sheet to remain, label adjacent developments, unplatted properties, roads, easements, etc. Add Block labels. c. Correct Sheet Title d. Eliminate extra bearing callout on east side of Tract F. Add area under Tract callout. d. Change scale bar to 1" = 20' to match plan. CIVIL ENGINEERING Final Drainage Report: 1. Page 3 - Please correct the "Error! Bookmark not defined" error in the table of contents. 2. Page 8 - Please provide additional discussion and/or calculations for the drainage of Tract B. Is the swale/depression large enough to convey 100-year flows through this area with 1 ft of freeboard between water surface elevation and building foundation elevation? It is unclear if roof drains/gutters will discharge into this area or into adjacent alleys (Tract E). 3. Page 9 - Change "site" to "developer" or something more appropriate. 4. Page 9 - Please clarify discussion on flowrates in the existing offsite drainage channel and discuss how much flow the proposed development is contributing. 5. Page 27 - Please revise the calculation to show the correct transverse slope. 6. Page 31 - Flowrate indicated in Hydraflow calculations does not match what's provided in the runoff table. 7. Page 31 - Velocity is high and may reduce effectiveness of sediment forebay. Public Works suggests making design modifications to reduce the velocity if possible. 8. Page 32 - Flowrate indicated in Hydraflow calculations does not match what's provided in the runoff table. 9. Page 37 - The spacing indicated in the orifice table does not align with the 13.1" spacing indicated in the Construction Documents. 10. Page 37 - The routed hydrograph table shows a 100-year ponding depth of 5.00ft. This would indicate a 100-year WSEL of 5457.00, not 5457.22 as indicated in the Construction Documents. Please revise or clarify the reason for the discrepancy. 11. Page 37 - Public Works recommends passing all pond outflow through the outlet structure and eliminating spillway flows for up to the 500-year event due to potential flooding issues on adjacent properties. The current design appears to accommodate this request. 12. Page 44 - Due to concerns with spillway overflows onto adjacent properties, Public Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 7 Works recommends that the outflow pipe accommodate the 500-year flow of 5.4cfs (as indicated in the UD-Detention routed hydrograph table). 13. Page 61 - See comment made on Page 8 above. 14. Page 61 - Please provide additional detail that will clarify which portions of the offsite drainage channel are above ground and which portions are below ground. Field reconnaissance may be required to make this determination. 15. Page 61 - It appears that the offsite drainage channel is underground through Skyline Estates lots 11 and 12. How will runoff from proposed lots 12 - 14 enter the offsite drainage channel? Public Works recommends installing a small area inlet system through lots 12 - 14 to ensure that drainage doesn't flow offsite and cause ponding issues on adjacent properties. 16. Page 61 - If possible, a very small drainage swale should be graded into the small strip of land extending south from the main development to direct drainage south to a point where spillway overflows will enter a portion ofthe existing offsite drainage channel that is above ground. This may not be a concern if spillway flows are eliminated for storms up to the 500-year event. Construction Plans: 1. Sheet Cl.3 - Please provide section for Quail Street (w/0 parking) south of 53rd Drive where sidewalk is detached. 2. Sheet Cl.3 - Please provide typical alley sections, either on this sheet or on alley P/P sheets. 3. Sheet C2.0 - Will the irrigation channel be rerouted or completely removed? Has the ditch company been contacted? 4. Sheet C2.0 - The northern property line is labeled as "proposed". Is this property line changing? If not, please eliminate the word "proposed". 5. Sheet C2.0 - Is the section of fence indicated in the markups to remain? It appears it will need to be removed and replaced due to extensive grading in the area. Please clarify. 6. Sheet C3.0 - If possible, ADA ramps shall be aligned and crosswalks installed perpendicular to street centerline. 7. Sheet C3.0 - A small parcel in the southwestern portion of the site is labeled "Deed to Jefferson County Rec 572675". Records indicate that this is City of Wheat Ridge ROW. Please verify. 8. Sheet C4.1 - Storm sewer is shown along the eastern property boundary. Remove this storm sewer if it will not be installed. 9. Sheet C4.2 - See comment on Sheet C4.1. 10. Sheet C5.0 - Lot numbers for the multi-family block do not match what's shown on other sheets. Please revise to maintain consistency. 11. Sheet C5.0 - Pleas show existing contours beyond the property boundary near the southern terminus of Quail Street. It is difficult to determine where Quail Street runoff will flow and how it will impact adjacent property owners to the south. A temporary curb or other solution may be required to route Quail Street runoff into the existing drainage swale. If Quail Street is being continued simultaneously with construction of adjacent development then this may not be an issue. 12. Sheet C7.1 - There are several dashed lines that appear to be unlabeled. Please expand Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 8 upon labeling on this sheet. 13. Sheet C7.2 - Please revise the 32' dimension to read "32' FL-FL". 14. Sheet C7.3 - Note that the City doesn't allow grade breaks in excess of 0.50% in public streets. Please clarify where the knuckle curb return alignment is shown in plan view. 15. Sheet C7.4 - There is a "bump" in the profile at approximately sta 10+30. Please review and remove or provide clarification. Note that City does not allow grade breaks in excess of 0.50% in public streets. 16. Sheet C8.0 - Please indicate surfacing of the detention basin maintenance road. A section view showing material thickness may be helpful. 17. Sheet C8.0 - Provide additional detail on the spillway - section and/or profile view. Include info on riprap (size, type, etc.). 18. Sheet C8.1 - Please show grate dimensions in plan view. 19. Sheet C8.1 - Please show grate slope. 20. Sheet C8.1 - What is the purpose of the stairs provided into the micropool? Is this strictly for maintenance access? 21. Sheet C9.0 - See comments made on Sheet C3.0. SUBDIVISION-RELATED REOUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 3. Public Improvements Cost Estimate & Guarantee: Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 9 Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is $XXX,XXX. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2-year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion ofthe 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 5. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 6. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 7. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancv for the subdivision: a. Drainage Certification: Upon completion ofthe drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed Quail Run SDP Review 2 Letter.docx Public Works Engineering July 17, 2018 Page 10 and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (su fficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e.,Current Cio' Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www. ci.wheatridee. co.us Quail Run SDP Review 2 Letter.docx 6 4 4*9 W At Xt Ridge Geodetic Surveying -**- PUBLIC WORKS Requirements for Final Plats TITLE OF PLAT: QUAlL RUN FINAL PI,AT Notice to Surveyor: U Initial each item as completed. This form shall accompany the Final Plat submittal. OM 1. All distances for the above referenced Plat are shown using (ground) modified State Plane measurements (U.S. survey feet rounded to the nearest 0.01') consistent with the Current City Datum, AND the following datum information is shown on the Final Plat: a. The Current City Datum Coordinate System used is a ground-based modified form of the NAD83/92 State Plane Coordinate System, Colorado Central Zone 0502. b. Vertical Datum used is the North American Vertical Datum of 1988 (NAVD88). c. Ground to Grid Combined Scale Factor is 0.99974780300. scaled from base point PHAC 4 (Permanent High Accuracy Control Point #1) having the following NAD83/92 State Plane coordinates: PHAC 4: Northing: 1710173.57, Easting: 3108470.59, Elevation: 5375.38 ou 2. Modified State Plane coordinates consistent with the Current City Datum are shown on the Final Plat to the nearest one-hundredth of a foot (0.01') for all property boundary corners, angle point(s), and for all point(s) ofcurvaturehangency.01+3. The following curve data for the site boundary, and for aillot lines and easement boundaries, shall be shown on the Final Plat. All angular measurements shall be to the nearest second and al] distances to the nearest 0.01': a. Arc length. b. Chord length. c. Chord bearing. d. Central angle (delta). e. Radius. 4. The Section Tie control points shall be on the Current City Datum and shown using (ground) modified State Plane distances and bearings with the Latitude/Longitude and modified State Plane coordinates shown per City of Wheat Ridge published values. All associated properly boundary corners shall be in modified State Plane values consistent with the Current City Datum; a minimum of two (2) property boundary corners of the site shall be tied to any of the three (3) following control point types within the City of Wheat Ridge network: a. Section corners. b. Quarter-section corners. c. City of Wheat Ridge Permanent High Accuracy Control CPI IAC) points. DU 5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge monuments selected to establish the modified State Plane (Current City Datum)bearings used for the Plat, Specify the City monument identification number, the Current City Datum coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of Bearing, and show the modified State Plane distances and bearings between them. rEDECEIVErA Rev 11/12 !171 41151 17 luj 1-* 5ub 1 6. The following information is included on the Plat for all monuments used: a. The City-based monument identification number. b. Modified State Plane coordinates on the Current City Dalum las supplied by the City). 7. Provide one (1) 24"X 36" paper copy on the Current City Datum as listed on this Plat, with all bearings relative to the Current City Datum Basis of Bearing, and all coordinates relative to said Current City Datum. 8. Two digital files of the Final Plat positioned correctly on the Current City Datum have been provided with the Plat submittal as follows: a. One (1) file in the currently acceptable version of AutoCAD DWG format (please contact the Department of Public Works at 303.235.2861 for version info). b. One (1) file in Adobe PDF format. 9. A Closure Report showing the error of closure for the platted area was provided with the plat submittal. The error of closure shall not exceed ]:50,000 for all linear and angular (bearing) measurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws. 10. The following statement is included on the plat:"Per Colorado Revised Statutes Sec. 38-51-106 (L), al! lineal units depicted on this Land Survey Plat are I.J.S. Survey Feet. One Meter equals 39.37 divided by 12 U.S. Survey Feet according to the National Institute of Standards and Technology." 11. Per C.R.S. 38-52-106. the Final Plat shall contain a Statement of Accuracy, as defined by the National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the Final Plat. The form of the Statement of Accuracy shall be: The geodetic point coordinate data shown herein has been derived from the NAD 83 HARN State Plane Colorado Central FIPS 0502 Coordinate System, and has a horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence level, as defined in the Geospatial Positioning Accuracy Standards of the Federal Geodetic Control Subcommittee (FGDC-STD-007.2-1998). I hereby acknowledge all the above requirements have been addressed in a full and complete manner. DON R. 11[JLSEY U A 94 Surveyor Name (Please Print)Sun'e>*11·Sigp ture AZTEC CONSULTANTS. INC JUNE 19,20 18 Firm Date For information pertaining to Section and Quarter Corner infonnation, PHAC points, benchmarks, or for general City surveying monumentation information, please visit the City of Wheat Ridge website at: www.ci.wheatridee.co.us Or contact the Department of Public Works, Engineering Division at 303.235.2861. Rev 11/12 1 0 0 0 0 5 R-EmaND / Where Great Places Begin 720.283.6783 Office 1500 West Canal Court Littleton, Colorado 80120 R. REDLAND.COM June 21, 2018 Mr. Zack Wallace Mendez Planner 11 City of Wheat Ridge 7500 W 29th Ave Wheat Ridge Co 80033 Re:Quail Run lst SDP Comment Response Mr. Mendez, We are in receipt of you SDP comments dated 06.06.2018. Attached are our responses. All redlines have been addressed unless otherwise noted. We appreciate your time and effort. If you have additional questions or need clarification please let our team know. OVERALL 1. Is there an overall fencing plan? Or common fencing proposed for 54th Avenue, or along the Parfet Street home backyards? Response: This will be shown on the landscape plans. 2. Ensure a 1" margin on the top of the plat and a 2" margin on the left side. Response: Noted. 3. Per the ODP condition of approval, the Quail Street easement/right of way must be in place prior to the SDP and plat being heard at public hearings. We will want the document referenced on the SDP and plat. Response: The easement is being negotiated and a reference will be added to the SDP. SDP-1 1.Planning Commission Certification: Remove "Recommended for approval" and replace with "Approved" Response: This has been revised. 2. City Certification: Remove "Wheat Ridge City Council" and replace with "City of Wheat Ridge" Response: This has been revised. 3. Site Data Table: a. existing land use should read "Agricultural" b. Gross density reads 2.3 du / acre, please verify Response: This has been revised. GI@*£_Ill:2/ 12-ED-LAND 4. Case History: add "WZ-18-13" and "WS-18-01" Response: This has been revised. 5. Development Character: typo on line 4, see redlines for specific location. Response: This has been revised. SDP-2 1. SFA Lot 10 (NEC Quail & 53rd Place) lot size is inconsistent with plat. Response: This has been revised. 1. Please define the hatched areas near alley curb cuts, what are these and are they painted or vertical barriers? Response: These are striped no parking areas. 2. It should be noted more transparently that the 30' access and utility easement for Quail Street is located within the City of Arvada. Response: The easements have been clarified. 3. Please note the City of Arvada did not provide any comments on the first submittal, however we expect substantive comments when the Civils are submitted for review. Response: Noted. 4. Numbering of the lots does not match the plat. For consistency purposes, please ensure the numbers correspond with the assigned lot numbers on the plat. Response: The lot numbers have been updated. 5. Detail in Tract B can be reduced to sidewalk areas only. It appears planter areas or something similar appears on this plan, and they can be removed in favor of the detail provided on the landscape plan. Response: Noted. 6. Sidewalks throughout Tract B are shaded as 'landscape area,' while other sidewalks in the development are shaded "concrete sidewalk.' All sidewalks should be shown as 'concrete sidewalk.' Response: Noted. SDP-3 1. Typical road sections may need to be updated in later reviews, pending comments on Civil construction drawings. Response: Noted. 2. I believe the Pierson Court cross section also applies to 53rd Avenue. The cross section labeled 53rd Avenue should be for 53rd Place. Quail Run- SDP Comment Response June 21,2018 Page 2 of 16 RARLaN D Response: The sections have been updated. 3. Development Standards list needs to match exactly what was provided on the ODP. A section is missing, and the numbering differs throughout. If the list is going to be provided on both it needs to match exactly. Response: The standards have been updated to match. SDP-4 1.Remove house outlines and contours from plan for legibility. Proposed lot lines can remain in half tone. Response: Acknowledged 2. Per the landscape requirements in Section 26-502: for multifamily residential uses: required within the minimum building setbacks abutting public right-of-way:one tree deciduous or evergreen, for every 30 feet of street frontage. This requirement does not appear to be met (as is noted in the street frontage tables where 13 trees are required along Quail, but only 4 are provided). Street trees also required along Pierson Court, 53rd Avenue, and 53rd Place, and should be added to the table. Response: This requirement cannot be met due to the limited amount of available planting area within the right-of-way. It was assumed that the minimum required landscape within each lot would help meet this requirement. 3. Single-family street tree requirement appears to be met along 54th Avenue and via the detail on page SDP-6. Response: Acknowledged 4. Landscape area table a. Total lot area box: double check numbers and ensure it is net land area, not gross. Response: Acknowledged 5. Consider labeling SDP-4 and SDP-5 as "Common area Landscape Plan" or some other identifier that indicates these pages show common area landscaping, and the SFA and SFD lot landscaping is included on SDP-6. Response: Acknowledged SDP-5 1.Remove house outlines and contours from plan for legibility. Proposed lot lines can remain in half tone. Response: Acknowledged 2. Consider labeling SDP-4 and SDP-5 as "Common area Landscape Plan" or some other identifier that indicates these pages show common area landscaping, and the SFA and SFD lot landscaping is included on SDP-6. Response: Acknowledged Quail Run- SDP Comment Response June 21,2018 Page 3 of 16 R-ED-LAND SDP-6 1.Remove house outlines and contours from plan for legibility. Proposed lot lines can remain in half tone. Response: Acknowledged SDP-7.1-7.6 1. Remove house outlines and contours from plan for legibility. Proposed lot lines can remain half tone. Response: This appears to be a duplicate comment from above. SDP-8.1-8.4 1. Staff appreciates the architecture that was provided with the first submittal, and the breakdown at the bottom of the page, which was very helpful during staff review. While 70% masonry is required per the Architectural and Site Design Manual (ASDM), Staff understands that the intent of requiring different materials across the elevation is to break up monotonous planes, which you have accomplished with your material variation. That being said, based on the intent of the ASDM, more masonry should be provided on the buildings shown on SDP-8.1, 8.3, and 8.4 to provide masonry closer to the level provided on 8.2 (41.5%). Response: SDP-8.1 was re-calculated to 39.9% (was incorrectly calculated on the 1 St submittal). SDP-8.3 & SDP 8.4 incorporate a higher masonry wainscot on the end unit to raise the masonry percentage to 41.5% and 42%, respectively. 2. It appears articulation requirements are being met. To clearly demonstrate this, 1 might suggest what has been done by other applicants: Response: SDP-8.5 was added demonstrating fagade articulation diagrams similar to those provided. Plat 1. Ensure a 1" margin on the top of the plat and a 2" margin on the left side. Response: The 2" and 1" margins have been corrected. 2. Add Case History box: WZ-17-11, WZ-18-13, WS-18-01 Response: The case history has been added to the Case History Box 3. Staff will begin drafting a Subdivision Improvement Agreement (SIA) regarding the construction of public improvements and common elements on the property. Response: 4. Land use table: acreage seems off Response: The Land use Table has been updated and the acreage has been corrected. 5. Owner's certificate: Following "Containing an area of 6.011 acres, (261,849 square feet), more or less." should read: have laid out, subdivided and platted said land as Quail Run- SDP Comment Response June 21,2018 Paged of 16 RE DMN D per the drawing hereon contained into lots and tracts under the name and style of (insert subdivision name), a subdivision of a part of the City of Wheat Ridge, Colorado and by these presents do dedicate to the City of Wheat Ridge and the public those portions of real property shown as right-of-way, and do further dedicate to the City of Wheat Ridge and those municipally owned and/or municipally franchised utilities and services those portions of real property shown as easements for the construction, installation, operation, maintenance, repair and replacement for all services. This includes but is not limited to telephone and electric lines, gas lines, water and sanitary sewer lines, hydrants, stormwater systems and pipes, detention ponds, street lights and all appurtenances thereto. Response: The above verbiage has been added to the Owner's Certificate. 6. Under the ownership signatures please ensure the notary signature area includes the phrasing "Witness my hand and official seal. My Commission expires..." Response: The above verbiage has been added to the Ownership signatures. 7. Add general note: The stormwater detention/water quality area here shown as Tract D shall be constructed and maintained by the owner and subsequent owners, heirs,successors and assigns. In the event that such construction and maintenance is not performed by said owner, the City of Wheat Ridge shall have the right to enter such area and perform necessary work, the cost of which said owner, heirs, successors, and assigns agrees to pay. No building or structure will be constructed in the detention area and no changes or alterations affecting the hydraulic characteristics of the detention area will be made without the approval of the Director of Public Works. Response: The above general note was added to the General Notes. 8. Include description of tracts in general notes. Example below: Response: Tract descriptions have been added to the general notes. 9. City Certification block should state "by the Wheat Ridge City Council" Response: The City Certification has been updated with the above-mentioned verbiage. 10.We will want to reference the reception number for the Quail Street easement in Arvada, as this roadway needs to be dedicated prior to public hearings. Response: The Quail Street easement's reception number was added to the Street name. 11.The Lubker property needs to be included with this plat as its own lot. In order to split off the rear portion of the lot, we need to plat the entire lot. Response: The boundary was updated and now includes the Lubker property. 12.Need legend on pages 2,3, and 4. Response: The legend was added to pages 2,3, and 4. 13.Include all lot line measurements for SFA Lot 2 (1 believe it should be 20.29 feet). Response: The missing distance was added to lot 2. Quail Run- SDP Comment Response June 21, 2018 Page 5 of 16 IZED-LaND r 14.SFA Lot 10 differs from the SDP, please verify and correct either the SDP or the plat. Response: The plans are consistent. 15.Quail Street is listed as "Quail Run Road" please correct. Response: The Quail street has been corrected. 16.Page 5: Ensure the tract is labeled as "Tract D" on this page as well. Response: Tract D has been labeled on page 5 Jordan Jefferies, PE Plat Comments Quail Street The applicant must provide the recorded Easement Agreement or Right of Way document for Quail Street PRIOR to approval of the SDP and plat. If this is to be a roadway easement from the landowner rather than for ROW dedicated to Arvada, then the Easement Agreement must explicitly state the underlying landowner is granting permission to construct a roadway will all its appurtenances on his/her/their land. Response: Final Plat: General comments: 1. Please have the surveyor resubmit another Geodetic Surveying Requirements Checklist as less than half of the required items from the Checklist were actually found on this plat. Response: The checklist has been completed and will be provided when plat is submitted. 2. Please be advised that for all Final Plats the basis of bearings and all related bearings shall be consistent with the Current City Datum per Sec. 26-410 of the Municipal Code of Laws. Response: The Basis of bearings has been updated 3. Please submit AutoCAD drawing based on Current City Datum. Previous drawing does not fit city mapping. Include closure sheets as required for complete submittal. Please ensure that all sheet margins shall conform to City standards - 2" left; 1" top; M" right and bottom. Response: Closure sheets have been generated and the margins have corrected. 4. As the general layout of this project lends itself to a landscape aspect vs. a portrait aspect, PW recommends applicant consider presenting the plans with north pointing to the left of the sheet. This would allow room all the way around the project and not cramp up the northern and southern boundaries. This would allow the EXISTING Quail Run- SDP Comment Response June 21, 2018 Page 6 of 16 IZE QMN D CONDITIONS sheet and the PROPOSED OVERALL VIEW sheet to each be a single page Response: We have taken these comments into consideration and believe that the way the project is orientated at the current moment works best. 5. Please include a separate sheet depicting the Existing Conditions. All existing parcel lines must be shown and include a callout wherever appropriate when these lines are to be removed or altered. Plus, the narrow strip acquired by Ms. Clark along the east side of the subdivision has to be shown (as it is currently a separate and distinct tract), but it would currently be obscured by the 5' wide drainage and utility easements that run along the back of all proposed lots along the east side. So, another sheet will be needed even if it will be fairly sparse. Response: The existing conditions sheet has been added to the plat. 6. Minimum size for text is 0.10" - there are numerous notations that do not meet this criteria. Response: Text size as been addressed. 7. Areas should be shown to the nearest square foot and to an acreage calculation to four decimal places throughout. Response: Square footage and acreage have been updated Sheet 1 - COVER SHEET 1. Owners' Certificate a. For multiple owners, title should be plural possessive. b. The Lubkers property should be included fully as redlined. c. Is Summer Clark an owner? Should she be listed as such in the owners group? d. Add the dedication language to the bottom of the Owners' Certificate as redlined. e. Adjust line lengths and linework in signatory blocks and notary blocks as shown. By extending the "OWNER / SUBDIVIDER" line, it groups the owners' signatures and associated notarizations together. Response: A-B have been addressed and corrected where necessary. 4. Add CASE HISTORY block. Response: Case History Block was added to Cover Sheet 5. LAND USE TABLE a. Expand table to show uses of tracts and blocks with areas (to correct precision). Response: Land Use Table was expanded to include tracts and blocks. Quail Run- SDP Comment Response June 21, 2018 Page 7 of 16 R-ED-LAND 6. BASIS OF BEARINGS a. Correct errors as redlined. b. Don't 'orphan' LS number in the description. Response: Basis of bearings have been updated 7. VICINITY MAP a. Indicate scale of map - appears to be 1" = 1000' b. Show North Arrow c. Show major roadways as wider (arterials, collectors). 1-70 should be shown interstate highway. d. Show site plan with all adjacent streets e. Show City boundary f. Show section corners, section callouts. Response: These changes have been made 8. GENERAL NOTES: a. General Notes 1 through 3 are not consistent with the City's Geodetic Surveying Requirements checklist and in fact do not appear to pertain to this site; please remove or modify these (refer to the previously initialed checklist). b. Note 4 will need to be completed prior to approval by the City. c. Revise note 6 as redlined. d. Either provide a reason for Note #8 or remove it from this plat. e. Include the Stormwater Detention Easement note, as redlined. f. Add note number 10 regarding the street right-of-way monuments required to be set. g. Include notes stating the purposes of each of the non-buildable tracts being platted. Response: Above notes have been added. 9. Add a revision block as redlined. Response: Revision block was redlined. 10. Correct typo in Surveyor's Certificate and add signatory line. Response: Typo was corrected. Sheet 2 - new 1. Add an EXISTING CONDITIONS sheet depicting all of the following: a. Existing parcel lines and easements. b. Show any existing parcel lines that are to be removed or modified as "EXISTING PARCEL LINE HEREBY REMOVED BY THIS PLAT", or "PARCEL LINE HEREBY MODIFIED AS SHOWN" (such as Lubker's). c. Any existing easements to be removed by this plat must be shown on the Existing Conditions sheet using the following format: "EXISTING UTILITY EASMENT HEREBY REMOVED, TERMINATED, AND EXTINGUISHED UPON THE RECORDING OF THIS PLAT". Quall Run- SDP Comment Response June 21, 2018 Page 3 of 16 IZED.LAN D Response: Existing Conditions Sheet was added to plat. Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW a. Show section ties, section information (corners, basis of bearings, City Datum coordinates, etc.) b. Show overall project boundary, city boundary, blocks, lots, tracts, rights-of- way, road centerline monuments. c. Show adjacent subdivisions, zoning information, existing rights-of-way widths and ties to property corners. d. Show expanded LEGEND, as redlined. The numbers associated with the set and found property corners don't appear to be necessary - the symbol distinction may be adequate. e. Flip 'SKYLINE ESTATES, FILING NO. 2' note 180° to read from the right. f. Add scale bar, north arrow - typical all sheets. g. Add Point of Commencement information as redlined. h. Correct Point of Beginning information as redlined (section corner symbol not appropriate here). i. Clean up linework for W. 54th Avenue. Show width of ROW and dimension to corners of parcel. j. Show city boundaries and label. k. Show Blocks as redlined. 1. Centerlines are not appropriate for Tracts B and E. Centerline at knuckle should terminate at center. m.Show centerline monuments and label as redlined. n. Add sheet title lower right. Response: All the above was addressed and corrected Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION a. As with all the Proposed Conditions sheets, the city boundary should be shown and distinct, and the proposed boundary should be shown. b. Check all text for minimum size. c. Is Tract Q within the platted boundary? If so, it must be shown as such. If it lies outside the subdivision boundary it should NOT be shown as a tract. If this area needs to be identified and a purpose assigned, that's fine but identify it as "AREA 'A' and add a Note to the Cover Sheet describing its purpose for being shown. d. Tracts should not have centerlines. e. Provide curve data for the knuckle. f. Lot lines hereby created by this plat should either be identified/labeled as such or possibly distinguished by Legend definition. g. All easements should be noted appropriately ("hereby granted by this plat", or "hereby removed, terminated, and extinguished upon recordation of this plat". h. There is a heavy dashed line on the east side in Skyline Estates that is unidentified. Either ID it or remove it. i. Add Block designations. j. Identify Public right-of-way and dimension corners of development to road centerlines. Qual! Run- SDP Comment Response June 21, 2018 Page 9 of 16 IZEAN D Response: All the above were addressed and corrected. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION a. All general comments from above shall be considered as redlines for this sheet. b. The east and west ends of Tract C are not clearly shown - text size and overlap issues. c. Correct W. 53rd Place dimensions as redlined. d. A sanitary sewer easement may be required for the eastern edge of Tract D. Response: The above comments were addressed and corrected. Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION a. This sheet does not show much - consider ways to eliminate if possible. b. If this sheet to remain, label adjacent developments, unplatted properties, roads, easements, etc. Response: Above comments were addressed and corrected CIVIL ENGINEERING Drainage Report: A drainage report was not provided as part of the SDP submittal. Review and approval of the drainage report will be required for final Public Works approval. Response: Noted. One will be provided with the second submittal. Construction Plans: Construction plans were not provided as part of the SDP submittal. Review and approval of civil/site construction plans will be required for final Public Works approval. Response: Noted.These will be provided with the second submittal. SUBDIVISION-RELATED REQUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It Quail Run- SDP Comment Response June 21, 2018 Page 10 of 1 6 IZED-LAND is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. Response: Noted. One will be provided as requested.. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. Response: Noted. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit will be determined when an Itemized Engineer's Cost Estimate is submitted, reviewed, and approved. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. a. Response: Noted. 4. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2-year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. Response: Noted. Quail Run- SDP Comment Response June 21, 2018 Page i I of 16 R.ERLAND 5. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan,Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. Response: Noted 6. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. Response: Noted 7. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations Quail Run- SDP Comment Response June 21, 2018 Page 12 of 16 RED-laND r ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) b. Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD- ROM as follows: 1. One (1)filein AutoCAD 2015 DWG orolderformat, AND 2. One (1) file in PDF format (of the signed & sealed sheets). Response: Noted 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCADE DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website Response: Noted 9. Kevin Ferry, Arvada Fire Protection District 1. Fire protection service This parcel is currently within the jurisdictional boundaries of the Arvada Fire Protection District (AFPD). The fire protection services for this parcel are provided primarily by AFPD Fire Station #2 located at 5250 Oak Street. Response: Noted 2. Fire apparatus access width The private alleys indicated as Tract E (east and west alignments) do not meet minimum unobstructed width of 26-0 feet. During the ODP process the applicant sought approval by requesting a fire code modification to allow of an unobstructed width of 24-0 feet. Arvada Fire received the formal request and supports approval contingent upon approval of the City of Wheat Ridge. The applicant shall confirm the City's approval from Community Development and provide confirmation to directly to Arvada Fire. Such modification will require a formal request for modification and approval of both Arvada Fire Protection District and the Community Development Director. (2012 IFC Section 503.2.1.1 amended) Response: Noted. Can you provide some information on how to formally request this modficiation? Quail Run- SDP Comment Response June 21, 2018 Page 13 of 16 IZED!=AN D 3. Fire apparatus access-surface Fire apparatus access roads shall be provided with an approved all-weather surface (concrete or asphalt). Access roads shall be capable of supporting an imposed load of 85,000 pounds. (2012 IFC Section 503.2.3 amended) Response: Noted 4. Fire apparatus access-turning radius Fire apparatus access roads shall provide a minimum inside turning radius of 26-0 feet and an outside turning radius of at least 47-0 feet. An Autoturn analysis of the entire site shall be provided and indicate that access throughout the site will accommodate the largest piece of fire apparatus as specified. (2012 IFC Section 503.2.4) Response: Noted. An analysis will be provided to the department. 5. Access during construction Approved fire apparatus access shall be provided during construction within the development. Unless otherwise approved fire apparatus access consisting of the first-lift of asphalt or concrete shall be provided prior to commencing construction above grade. A note shall be added to the site plan indicating this requirement. (2012 IFC Sections 501.4 and 502.2.3 amended) Response: Noted 6. Emergency access through site Fire apparatus access lanes through the private drives shall be dedicated on the final plat as "Emergency Access Lanes" or other similar language as required by the City of Wheat Ridge. (2012 IFC Section 503.1) Response: Noted. 7. Fire lane signage The indicated width of the private drives noted as Tract E requires specific limitations on on-street parking. These drives shall be posted as fire-lanes and have fire lane signage provided as follows: (2012 IFC Section 503.3) a. The 24-0-foot east-west private alleys shall be posted with no parking-fire lane signage on both sides of the alleys. b. The 30-foot private street extending from W 53rd Place to W 53rd Drive shall be posted with no parking-fire lane signage on one side of the street with exception of the designated parking spaces. Response: A signage plan is part of the CD's indicating these area. Quail Run- SDP Comment Response June 21, 2018 Page 14 of 16 R,EDLAND 8. Water supply for fire-protection The site plan does not provide any information on fire hydrant placement. The developer shall coordinate with both Arvada Fire and the Valley Water District on fire hydrant placement. (2012 IFC Sections 507.1) Response: Noted. 9. Timing of fire hydrant installation Fire hydrants shall be installed and made operational to provide the minimum required fire- flow prior to commencing construction above grade. A note shall be added to the site plan indicating this requirement. (2012 IFC Sections 501.4) Response: The note has been added. 10.Required Fire Flow The minimum fire-flow as determined by Arvada Fire shall be provided by the fixed- water distribution system. Fire-flow is calculated using the total floor area of all floors within the exterior walls of the largest building and the construction type. There is not adequate information included in this site plan to establish a minimum fire-flow requirement. The minimum required fire-flow shall be confirmed in subsequent due- diligence on the part of the developer. (2012 IFC Section 507) Response: Noted 11.Landscaping clearance A 3-0 foot clear space shall be maintained around all fire hydrants. The space shall be measured from the top center of the hydrant and there shall be no obstructions directly in front of fire hydrants. A note shall be added to the landscape plan indicating this requirement. (2012 IFC Section 507.5.5) Response: Noted. Valley Water Fire Protection The design team has made a separate submittal of Water Only Plans to Valley Water. All of their comments have been acknowledged and or addressed with these plans. Xcel Enerqv The design team is coordinating directly with Xcel. The requested note has been added to the plat. Quail Run- SDP Comment Response June 21, 2018 Page 15 of 16 RER'=AND If there are any additional questions or more information needed please let me know. I can be contacted via email at tfrazier@redland.com Sincerely, Travis Frazier, ¢ Project Mana{01 Quail Run- SDP Comment Response June 21, 2018 Page ] 6 of 16 05/14/18 MON 07:17 FAX 303 424 0828 VALLEY WATER DIS 0001 VALLEY WATER DISTRICT 1210] WEST 52ND AVENUE WHEAT RIDGE, COLORADO 80033 May 4,2018 '1'Rlely IONR 303-424-9661 FAX 303-424-0828 Zack Wallace Mendez City of Wlieat Ridge 7500 W. 29"' Avenue Wheat Ridge, CO 80033 Dear Zack: In reference to Case No. WZ-18-13 and WS-18-01/Wonderland Homes, the Valley WaterDistrict has reviewed the inquiry and the following items apply. Valley Water District can provide water Service to the proposed project subject toValley Water District rules and regulations and Denver Water Department operatingrules, 2. Additional water main lines, fire hydrants or fire sprinkler lines may be needed lomeet Valley Water District, Denver Water Department and Arvada Fire ProrectinDistrict requirements which would be at owner's expense. 3. lf additional water main lines, fire hydrants or fire sprinkler lines are needed,theowner would need to provide any necessary eascments. All construction must be incompliance with the terms of the easement. Water service cannot be assured untilappropriate easements are obtained. 4, The owner will bc responsible for the cosl of domestic taps, irrigation taps andfire line taps including service lines and meter installation. All tap installations will besubject to the rules and regulations of the Valley Water District and the Denver WaterDepartment. 5, The owner oftlic property will need to contact Valley Water District at 3()3-424-9661 prior to development of the project lo discuss specific water system design needs. ifyou have any further questions, please feel free to contact me at 303-424-9661. , S inp·ely, 4 ToditikA %/lf€idnuck District Office Manager City of30 Wheat Rtlge*.-COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 June 05,2018 Redland Attn: Travis Frazier 1500 W. Canal Court Littleton, CO 80120 DELIVERED VIA EMAIL tfrazier@redland.com Dear Mr. Frazier: This letter is in regard to your application filed for a Specific Development Plan (SDP) and plat on property zoned Planned Residential Development (PRD) located at 5372-5392 Quail Street. The first review of your submittals is complete. The following agencies responded to the request for referral comments; their comments have been included on the following pages: Responding City departments and outside agencies: • City of Wheat Ridge Planning Division • City of Wheat Ridge Public Works • City of Wheat Ridge Parks and Recreation • City of Wheat Ridge Building Division • Arvada Fire Protection District • Valley Water • Xcel Energy • Century Link For the next review, please provide a response to the comments on the following pages, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • Digital files of the resubmittal documents in Adobe .pdf, with the plat document in .dwg format. Sincerely, LabIL VV a 11ace Mendez Planner II 303-235-2852 zwallace@ci.wheatridge.co.us CC.Casefiles (WZ-18-13 and WS-18-01) Enclosures , City offl Wheatge COMMUNITY DEVELOPMENT Memorandum TO:Travis Frazier, Redland FROM:Zack Wallace Mendez, Planner II DATE:June 5, 2018 SUBJECT:WZ-18-13 and WS-18-01 - Quail Run SDP & Plat 1 St Review I have completed my review of the Specific Development Plan (SDP) and plat for the proposed Quail Run residential development. I have the following comments (redlines are also attached that correspond with the comments below): OVERALL 1. Is there an overall fencing plan? Or common fencing proposed for 54h Avenue, or along the Parfet Street home backyards? 2. Ensure a 1" margin on the top of the plat and a 2" margin on the left side. 3. Per the ODP condition of approval, the Quail Street easement/right of way must be in place prior to the SDP and plat being heard at public hearings. We will want the document referenced on the SDP and plat. SDI'-l 1. Planning Commission Certification: Remove "Recommended for approval" and replace with "Approved" 2. City Certification: Remove "Wheat Ridge City Council" and replace with "City of Wheat Ridge" 3. Site Data Table: a. existing land use should read "Agricultural" b. Gross density reads 2.3 du / acre, please verify 4. Case History: add "WZ-18-13" and "WS-18-01" 5. Development Character: typo on line 4, see redlines for specific location. SDI'-2 1. SFA Lot 10 (NEC Quail & 53rd Place) lot size is inconsistent with plat. 2. Please define the hatched areas near alley curb cuts, what are these and are they painted or vertical barriers? 3. It should be noted more transparently that the 30' access and utility easement for Quail Street is located within the City of Arvada. 4. Please note the City of Arvada did not provide any comments on the first submittal, however we expect substantive comments when the Civils are submitted for review. 5. Numbering of the lots does not match the plat. For consistency purposes, please ensure the numbers correspond with the assigned lot numbers on the plat. L A Quail Run SDP and Plat - 1St Review (Planning Division) Page 2 6. Detail in Tract B can be reduced to sidewalk areas only. It appears planter areas or something similar appears on this plan, and they can be removed in favor of the detail provided on the landscape plan. 7. Sidewalks throughout Tract B are shaded as 'landscape area,' while other sidewalks in the development are shaded "concrete sidewalk.' All sidewalks should be shown as 'concrete sidewalk.' SDP-3 1. Typical road sections may need to be updated in later reviews, pending coinments on Civil construction drawings. 2. I believe the Pierson Court cross section also applies to 53rd Avenue. 3. The cross section labeled 53rd Avenue should be for 53rd Place. 4. Development Standards list needs to match exactly what was provided on the ODP. A section is missing, and the numbering differs throughout. If the list is going to be provided on both it needs to match exactly. SDP-4 1. Remove house outlines and contours from plan for legibility. Proposed lot lines can remain in half tone. 2. Per the landscape requirements in Section 26-502: for multifamily residential uses: required within the minimum building setbacks abutting public right-of- way: one tree deciduous or evergreen, for every 30 feet of street frontage. This requirement does not appear to be met (as is noted in the street frontage tables where 13 trees are required along Quail, but only 4 are provided). Street trees also required along Pierson Court, 53rd Avenue, and 53rd Place, and should be added to the table. 3. Single-family street tree requirement appears to be met along 54th Avenue and via the detail on page SDP-6. 4. Landscape area table a. Total lot area box: double check numbers and ensure it is net land area, not gross. 5. Consider labeling SDP-4 and SDP-5 as "Common area Landscape Plan" or some other identifier that indicates these pages show common area landscaping, and the SFA and SFD lot landscaping is included on SDP-6. SDP-5 1. Remove house outlines and contours from plan for legibility. Proposed lot lines can remain in half tone. 2. Consider labeling SDP-4 and SDP-5 as "Common area Landscape Plan" or some other identifier that indicates these pages show common area landscaping, and the SFA and SFD lot landscaping is included on SDP-6. SDP-6 1. Remove house outlines and contours from plan for legibility. Proposed lot lines can remain in half tone. SDP-7.1-7.6 1. Remove house outlines and contours from plan for legibility. Proposed lot lines Quail Run SDP and Plat - 1St Review (Planning Division) Page 3 can remain in half tone. SDP-8.1-8.4 1. Staff appreciates the architecture that was provided with the first submittal, and the breakdown at the bottom of the page, which was very helpful during staff review. While 70% masonry is required per the Architectural and Site Design Manual (ASDM), Staffunderstands that the intent of requiring different materials across the elevation is to break up monotonous planes, which you have accomplished with your material variation. That being said, based on the intent of the ASDM, more masonry should be provided on the buildings shown on SDP- 8.1, 8.3, and 8.4 to provide masonry closer to the level provided on 8.2 (41.5%). 2. It appears articulation requirements are being met. To clearly demonstrate this, I might suggest what has been done by other applicants: t m Pi #.AE'' l 1 =J -1 .11 2-EL_11=01 Jr=.--===1 -d Jr--1--='-12 i1-1 - IL $ Plat 1. Ensure a 1" margin on the top of the plat and a 2" margin on the left side. 2. Add Case History box: WZ-17-11, WZ-18-13, WS-18-01 3. Staff will begin drafting a Subdivision Improvement Agreement (SIA) regarding the construction of public improvements and common elements on the property. 4. Land use table: acreage seems off 5. Owner's certificate: Following "Containing an area of 6.011 acres, (261,849 square feet), more or less." should read: have laid out, subdivided and platted said land as per the drawing hereon contained into lots and tracts under the name and style of (insert subdivision name), a subdivision of a part of the City of Wheat Ridge, Colorado and by these presents do dedicate to the City of Wheat Ridge and the public those portions of real property shown as right-of-way, and do further dedicate to the City of Wheat Ridge and those municipally owned and/or municipally franchised utilities and services those portions of real property shown as easements for the construction, installation, operation, maintenance, repair and replacement for all services. This includes but is not limited to telephone and electric lines, gas lines, water and sanitary sewer lines, hydrants, stormwater systems and pipes, detention ponds, street lights and atl appurtenances thereto. 6. Under the ownership signatures please ensure the notary signature area includes the phrasing "Witness my hand and official seal. My Commission expires..." 7. Add general note: The stormwater detention/water quality area here shown as Tract D shall be constructed and maintained by the owner and subsequent owners, heirs, Quail Run SDP and Plat - 1St Review (Planning Division) Page 4 successors and assigns. In the event that such construction and maintenance is not performed by said owner, the City of Wheat Ridge shall have the right to enter such area and perform necessary work, the cost ofwhich said owner, heirs, successors, and assigns agrees to pay. No building or structure will be constructed in the detention area and no changes or alterations affecting the hydraulic characteristics of the detention area will be made without the approval of the Director of Public Works. 8. Include description of tracts in general notes. Example below: Y.t ,1 . Rt '#URROS¢: OF:**Aer. 41 11¢ACT 7.iACT r¢, ¥RAC¥ 7 AND mA¢f *r:I.A. . 3%.. : -:f? ..3 -6 4¥RAOT' w IS fFOR THE-PUMP{)5E OF INGRks&' AN6 01*Ess WN,*4_THE Slm ACCES60 PARKING AREAS, ACCESS'To ALL 'r1;01¥ ·AND· TOTIHE DRMNAGE AREA IN,THE NORTHEAST CORNER OF IME SITE. , 1RACT *uNLI.'BE'61NED AND..MAINTNNED 43¥ IHE:'HOMEOWNEFTS' ASSOCIA(11*N, »ACT 'te IS A NON-BuIlt,ABLE AREA,EXCEPTFOR M ·PURPOSES ·OF A :DRIVEWADAND DRAINAGE ARP.URTENANCES. , TRACT %81 IS LOCATED IN THE SOU™WEST CORNER OF <THE * ANDUSFOR THE *URPOSE OF THE iDRAINAGE AREA. TRACT 'Bl WILLE BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIA-nON. mACT 'B' IS A NON-BUILDABLE AREA.EXCEPT FOR·DRA}NAGE APPURTENANCES,: :LIZ 1TRACT t¢' IS LOCAIEDI'IN·IHE··N,6*1*AST-BRNER OF,TI.E. Si* ANDUS FOR *IE PURPOSE 0$ A StoMMWA*toRAINAGEAREA. 1RACT eC" WIU?lat 04*[) AND;&(AINTAIN.'9¥E'ROMEOWNER* *$500!ABON. 4*CT "C" IS A NON-BUILDABLE AREAUSED FOR STORMWAtER,DETENTiON AND'bRAWAGE:APPURTKNANCES. I . ...TRACT "D" Isl.O¢*lED 'ALONG THE EAST...PRORERTY'LiNE 60 NE SUBDI¥SION AND IS+OR THE PURP#*dE OF PARKING,PERMITTED **mORY. BOItibINGS AND. UnUNES, 51TRACT 00' WIU'BE OWNED AND MAINYAIRiED''BY,·.*lit#101.100*NER;S ASS*}ATION, 4#ACT 95- G A Bdu>ABLE AREA. DUETO THE.PRESENCE OF A STORMWATER :SYSTEM WITHIN:.TRAbr 757, EXCUJSIVE OF Rqp'UNE MAINTENANCE, NO CHANGES ORALTERATIONS AFFECnNG THE EXISUNG PARKING SlRUCTURES· WITHIN TRACT 'D" SHAU- BE MADE WAHOUT WRITTENAPPROVAL FROM THE DIRECTOR OF ;PUBUC-WORKS. F e*. . 1TRACT ¥ #§ L08Allmi BETWEEN TRACT D",ANB'JHEFEAST UNE OF FE SUBDIVSION ?ARE} IS FOR M:FLIRPOSE<OFunum¢%,- gi...2 : .Q . 1 11 . 9.TRA¢11 NE'.WILL BE'OWNED. AND ·MAINTAiNED fe¥·:1Htl¥164¢OWNER'S ASSOCIATTGN. litACT "E" 18-A.146*la,Bult#AilE AREAEX¢EPT .FORAVTIU'nES, 0 1 · 9. City Certification block should state "by the Wheat Ridge City Council" 10. We will want to reference the reception number for the Quail Street easement in Arvada, as this roadway needs to be dedicated prior to public hearings. 11. The Lubker property needs to be included with this plat as its own lot. In order to split off the rear portion of the lot, we need to plat the entire lot. 12. Need legend on pages 2,3, and 4. 13. Include alllot line measurements for SFA Lot 2 (I believe it should be 20.29 feet). 14. SFA Lot 10 differs from the SDP, please verify and correct either the SDP or the plat. 15. Quail Street is listed as "Quail Run Road" please correct. 16. Page 5: Ensure the tract is labeled as "Tract D" on this page as well. City of37 W heat Ridge- PUBLIC WORKS Memorandum TO:Zack Wallace Mendez, Planner II FROM:Jordan Jefferies, P.E. DATE:June 4,2018 SUBJECT:WZ-17-11 / Clark - Quail Run I have completed my first review of the Quail Run Final Plat at West 53rd Place and Pierson Court received on May 11, 2018 and I have the following comments: Ouail Street The applicant must provide the recorded Easement Agreement or Right of Way document for Quail Street PRIOR to approval of the SDP and plat. If this is to be a roadway easement from the landowner rather than for ROW dedicated to Arvada, then the Easement Agreement must explicitly state the underlying landowner is granting permission to construct a roadway will all its appurtenances on his/her/their land. Final Plat: General comments: 1. Please have the surveyor resubmit another Geodetic Surveying Requirements Checklist as less than half of the required items from the Checklist were actually found on this plat. 2. Please be advised that for all Final Plats the basis ofbearings and all related bearings shall be consistent with the Current City Datum per Sec. 26-410 of the Municipal Code of Laws. 3. Please submit AutoCAD drawing based on Current City Datum. Previous drawing does not fit city mapping. Include closure sheets as required for complete submittal. Please ensure that all sheet margins shall conform to City standards - 2" left; 1" top; !4" right and bottom. 4. As the general layout of this project lends itself to a landscape aspect vs. a portrait aspect, PW recommends applicant consider presenting the plans with north pointing to the left of the sheet. This would allow room all the way around the project and not cramp up the northern and southern boundaries. This would allow the EXISTING CONDITIONS sheet and the PROPOSED OVERALL VIEW sheet to each be a single page 5. Please include a separate sheet depicting the Existing Conditions. All existing parcel lines must be shown and include a callout wherever appropriate when these lines are to be removed or altered. Plus, the narrow strip acquired by Ms. Clark along the east side of the subdivision has to be shown (as it is currently a separate and distinct tract), but it would currently be obscured by the 5' wide drainage and utility easements that run PW Quail Run SDP Review 1 LetterMVN.docx k J Public Works Engineering June 4, 2018 Page 2 along the back of all proposed lots along the east side. So another sheet will be needed even if it will be fairly sparse. 6. Minimum size for text is 0.10" - there are numerous notations that do not meet this criteria. 7. Areas should be shown to the nearest square foot and to an acreage calculation to four decimal places throughout. Sheet 1 - COVER SHEET 1. Owners' Certificate a. For multiple owners, title should be plural possessive. b. The Lubkers property should be included fully as redlined. c. Is Summer Clark an owner? Should she be listed as such in the owners group? d. Add the dedication language to the bottom ofthe Owners' Certificate as redlined. e. Adjust line lengths and linework in signatory blocks and notary blocks as shown. By extending the "OWNER / SUBDIVIDER" line, it groups the owners' signatures and associated notarizations together. 2. Add CASE HISTORY block. 3. LAND USE TABLE a. Expand table to show uses of tracts and blocks with areas (to correct precision). 4. BASIS OF BEARINGS a. Correct errors as redlined. b. Don't 'orphan' LS number in the description. 5. VICINITY MAP a. Indicate scale ofmap - appears to be 1" = 1000' b. Show North Arrow c. Show major roadways as wider (arterials, collectors). I-70 should be shown interstate highway. d. Show site plan with all adjacent streets e. Show City boundary f. Show section corners, section callouts. 6. GENERAL NOTES: a. General Notes 1 through 3 are not consistent with the City' s Geodetic Surveying Requirements checklist and in fact do not appear to pertain to this site; please remove or modify these (refer to the previously initialed checklist). b. Note 4 will need to be completed prior to approval by the City. c. Revise note 6 as redlined. d. Either provide a reason for Note #8 or remove it from this plat. e. Include the Stormwater Detention Easement note, as redlined. f. Add note number 10 regarding the street right-of-way monuments required to be set. g. Include notes stating the purposes of each of the non-buildable tracts being platted. 7. Add a revision block as redlined. 8. Correct typo in Surveyor's Certificate and add signatory line. PW Quail Run SDP Review 1 LetterMVN.docx Public Works Engineering June 4, 2018 Page 3 Sheet 2 - new 1. Add an EXISTING CONDITIONS sheet depicting all ofthe following: a. Existing parcel lines and easements. b. Show any existing parcel lines that are to be removed or modified as "EXISTING PARCEL LINE HEREBY REMOVED BY THIS PLAT", or "PARCEL LINE HEREBY MODIFIED AS SHOWN" (such as Lubker's). c. Any existing easements to be removed by this plat must be shown on the Existing Conditions sheet using the following format: "EXISTING UTILITY EASMENT HEREBY REMOVED, TERMINATED, AND EXTINGUISHED UPON THE RECORDING OF THIS PLAT". Sheet 3 - PROPOSED CONDITIONS - OVERALL VIEW a. Show section ties, section information (corners, basis of bearings, City Datum coordinates, etc.) b. Show overall project boundary, city boundary, blocks, lots, tracts, rights-of- way, road centerline monuments. c. Show adjacent subdivisions, zoning information, existing rights-of-way widths and ties to property corners. d. Show expanded LEGEND, as redlined. The numbers associated with the set and found property corners don't appear to be necessary - the symbol distinction may be adequate. e. Flip 'SKYLINEESTATES, FILINGNO. 2'note 180°to read fromthe right. f. Add scale bar, north arrow - typical all sheets. g. Add Point of Commencement information as redlined. h. Correct Point of Beginning information as redlined (section corner symbol not appropriate here). i. Clean up linework for W. 54h Avenue. Show width of ROW and dimension to corners ofparcel. j. Show city boundaries and label. k. Show Blocks as redlined. 1. Centerlines are not appropriate for Tracts B and E. Centerline at knuckle should terminate at center. m. Show centerline monuments and label as redlined. n. Add sheet title lower right. Sheet 4 - PROPOSED CONDITIONS - NORTH PORTION a. As with all the Proposed Conditions sheets, the city boundary should be shown and distinct, and the proposed boundary should be shown. b. Check all text for minimum size. c. Is Tract Q within the platted boundary? If so, it must be shown as such. If it lies outside the subdivision boundary it should NOT be shown as a tract. If this area needs to be identified and a purpose assigned, that's fine but identify it as "AREA'A' and add a Note to the Cover Sheet describing its purpose for being shown. d. Tracts should not have centerlines. e. Provide curve data for the knuckle. f. Lot lines hereby created by this plat should either be identified/labeled as such PW Quail Run SDP Review 1 LetterMVN.docx Public Works Engineering June 4, 2018 Page 4 or possibly distinguished by Legend definition. g. All easements should be noted appropriately ("hereby granted by this plat", or "hereby removed, terminated, and extinguished upon recordation ofthis plat". h. There is a heavy dashed line on the east side in Skyline Estates that is unidentified. Either ID it or remove it. i. Add Block designations. j. Identify Public right-of-way and dimension corners of development to road centerlines. Sheet 5 - PROPOSED CONDITIONS - MIDDLE PORTION a. All general comments from above shall be considered as redlines for this sheet. b. The east and west ends of Tract C are not clearly shown - text size and overlap issues. c. Correct W. 53rd Place dimensions as redlined. d. A sanitary sewer easement may be required for the eastern edge of Tract D. Sheet 6 - PROPOSED CONDITIONS - SOUTHERN PORTION a. This sheet does not show much - consider ways to eliminate if possible. b. If this sheet to remain, label adjacent developments, unplatted properties, roads, easements, etc. CIVIL ENGINEERING Drainage Report: A drainage report was not provided as part of the SDP submittal. Review and approval of the drainage report will be required for final Public Works approval. Construction Plans: Construction plans were not provided as part of the SDP submittal. Review and approval of civiVsite construction plans will be required for final Public Works approval. SUBDIVISION-RELATED REOUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly PW Quail Run SDP Review 1 LetterMVN.docx Public Works Engineering June 4, 2018 Page 5 recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right-of-Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit will be determined when an Itemized Engineer's Cost Estimate is submitted, reviewed, and approved. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. 2-Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2-year warranty period for the completed and approved public improvements shall commence. If at any time during said 2-year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2-year Warranty Period, a 2d Letter of Credit in the amount of 25% ofthe original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2-year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2-year Warranty Period. Upon completion of the 2-year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 5. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm PW Quail Run SDP Review 1 LetterMVN.docx Public Works Engineering June 4, 2018 Page 6 Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 6. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 7. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate o f Occupancv for the subdivision: a. Drainage Certification: Upon completion ofthe drainage improvements, the Engineer-o f-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies ofthe "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). PW Quail Run SDP Review 1 LetterMVN.docx Public Works Engineering June 4, 2018 Page 7 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us PW Quail Run SDP Review 1 LetterMVN.docx 1-*- %44*, ilt 4 1 OWNER'S CERTIFICATE QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT THE BELOW SIGNED OWNER<S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED. HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. KOLBY O·HERRON. SENIOR VICE PRESIDENT STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF AD 20 BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC SURVEYOR'S CERTIFICATE A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PROJECT TEAM DEVELOPER Wonderland Homes 8246 Northfield Bouldevard Denver,Co 80238 303.567.7636 voice Contact:Kolby O'Herron Email OHerron@wonderlandhomes corn CIVIL ENGINEER Redland 1500 West Canal Court Littleton, Colorado 80120 720.283.6783 voice Contact: Travis Frazier. P E. Email: tfrazier@redland.com ARCHITECT DTJ Design 3101 Iris Avenue. Suite 130 Boulder. Co 80301 303 443 7533 voice Contact. David Williams Email. dwilliams@dtjdesign.com LANDSCAPE ARCHITECT Redland 1500 West Canal Court Littleton, Colorado 80120 720 283 6783 voice Contact Susan Wade Email:swade@redland.corn A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH. RANGE 69 WEST, 6TH P.M INDEX OF SHEETS bte SHEET NUMBER SHEETTITLE SDP-1 COVER SHEET --h- I "n SITE PLAN SITE PLAN DETAILS LANDSCAPE PLAN 1 LANDSCAPE PLAN L. L SDP-6 LANDSCAPE PLAN t - SDP-7.1-7.6 SF DETATCHED04 ELEVATIONS SDP-8.1-8.4 SF ATTACHED ELEVATIONS 111 VICINITY MAP 1" = 2000' SDP-2 SDP-3 iMP·SDP-4 SDP-5 J SITE LEGAL DESCRIPTION - A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH. RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN. CITY OF ARVADA. COUNTY OF JEFFERSON. STATE OF -C'. - COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:...1.- -2- =- COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16. TOWNSHIP 3 SOUTH. RANGE 69 WEST ...1- OF THE 6TH PRINCIPAL MERIDIAN: THENCE SOUTH 45°31'44- EAST. A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE C-** SOUTHEAST QUARTER. OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING: 0THENCE NORTH 89°37'29- EAST. A DISTANCE OF 471.14 FEET TO THEE NORTHWEST CORNER OF SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY: THENCE SOUTH 00°12'57· EAST. A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDMSION RECORDED WAT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON Q COUNTY,Z : THENCE SOUTH 89°32'53· WEST. A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF 01LAND RECORDED AT RECEPTION NO 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY. THENCE NORTH 00°16'48· WEST. A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID (b,L.... PARCEL: - THENCE SOUTH 89°32·53" WEST, A DISTANCE OF 149,24 FEET: THENCE NORTH 00°15'01- WEST, A DISTANCE OF 160.00 FEET: THENCE SOUTH 89°32'53"WEST, A DISTANCE OF 273.50 FEET:6- km THENCE NORTH 00°15'Or WEST, A DISTANCE OF 19,63 FEET:Z 11 THENCE SOUTH 89'32'53· WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF THE 13. NORTHWEST QUARTER OF SAID SECTION 16;THENCE NORTH 00°15'01· WEST. A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID 13 -i NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING E 2,8 CONTAINING AN AREA OF 6.011 ACRES, (261.849 SQUARE FEET), MORE OR LESS 4 S M DEVELOPMENTCHARACTER - CO ... 1. DON HULSEY DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. INFORMATION AND BELIEF. IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. SIGNATURE COUNTY CLERK AND RECORDERS CERTIFICATE STATE OF COLORADO ) )SS COUNTY OF JEFFERSON) 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN. COLORADO. AT 0·CLOCK M. ON THE DAY OF 20 A.D.IN BOOK , PAGE , RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY PLANNING COMMISSION CERTIFICATION RECOMMENDED FOR APPROVAL THIS DAY OF .20_. BY THE WHEAT RIDGE PLANNING COMMISSION CHAIRPERSON SURVEYOR Aztec Consultants, Inc 300 East Mineral Avenue. Suite 1 Littleton' Colorado 80122 720 836 6111 voice Contact· Derek Brown. PLS Email: dbrown@aztecconsultants com ALLOWED USES 1. INTENT: 1.1.THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRO) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE.FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 21.ALLOWED USES 2.1.1.SINGLE-FAMILY DETACHED DWELLING 212 SINGLE-FAMILY ATTACHED DWELLING 2.1.3.OPEN SPACE 2.2.ACCESSORY USES 2.2.1.HOME OCCUPATION 212 HOUSEHOLD PETS QUASI-PUBLIC AND PUBLIC UTILITY LINES.STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED CITY CERTIFICATION APPROVED THIS DAY OF 20_ BY THE WHEAT RIDGE CITY COUNCIL ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SITE DATA TABLE EXISnNG LAND USE OUTLINE DEVELOPMENT PLAN (ODP) PROPOSED LAND USE SINGLE FAMILY RESIDENIAL SFA RESIDNETIAL UNITS 42 SFD RESIDENTIAL UNITS 12 AREA AREA (A RES/SF)COVERAGE LOT 1 0.11 4988 LOT 2 0.10 4510 LOT 3 0.10 4516 LOT 4 0.10 4521 LOT 5 0.10 4527 LOT 6 0.10 4532 LOT 7 0.10 4537 LOT 8 0.11 4885 LOT 9 0.20 8619 LOT 10 0,17 7389 LOT 11 0.13 5640 LOT 12 0.13 5638 LOT 13 0.13 5636 LOT 14 0.13 5633 SFD RESIDENMAL AREA (TOTALSFD)1.73 75571 28.8% SFA RESIDENTIALAREA 1.46 63380 RESIDENTIAL AREA (TOTALOF LOTS)L46 63380 24.1% TRACT A 0.08 3523 TRACT B 0.15 6390 TRACT C 0+04 1567 SUB TOTAL(TOTAL OF TRACT)0.26 11480 4.4% TRACT D 0.55 24086 TRACT E 0.45 19574 TRACT F SUB TOTALOPENSPACE/ DETENnON (TOTAL OFTRACT)LOO 43660 16.6% RIGHT-OF WAY 1.58 68684 SUB-TOTAL OF RIGHT OF WAY 1.58 68684 26.1% TOTAL 6.03 262775 100.0% NET DENSITY (DWELLING UNITS PER ACRE)17.6 GROSS DENSITY (DWELUNG UNITS PER ACRE)2.3 REQUIRED PROPOSED PARKING STREET 23 28 GARAGE 112 112 TOTAL 135 140 - L.1-1 r U THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST. NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND¢ NTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR 21 t33HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL .i JumARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY HOMES WILL VARY IN RANGE FROM 1 200 -3000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON-STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES. g% CASEHISTORY CASE # WZ-17-11 O.- Z : ik . 0 Z J a. 3 - a EE a 0 JO 5 ; S 2 LU R O J :7 0 Ul a. BENCHMARK: U) ADAMS COUNTY BENCHMARK STATION NAME N 260 RESET. STATION NUMBER 0007, STANDARD NATIONAL GEODETIC SURVEY 3-1/2' 8RONZE SliEET VERTICAL CONTROL MARK DISK STAMPED - N 260 RESET 1979 - IN THE COVERTOP OF A 12" DIAMETER CONCRETE POST 0.6' ABOVE GROUND LEVEL ELEVATION· 4997.441 NAVD 88 DATUM -SHEET Know what's below.,PREPARED BY: REDLAND Call before you dig.C DATE: 05.10.2018 SDP-1 ..LL!£4 - r WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M DTJ DESIGN GENERAL NOTES 1. TRACT A AND B SHALL BE FOR LANDSCAPING AND WILL BE OWNED AND MAINTAINED BY THE HOA. LANDSCAPING SHALL BE REVIEW AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 2. TRACT E IS FOR PRIVATE ALLEY IMPROVEMENTS AND ACCESS AND SHALL BE OWNED AND MAINTAINED BY THE HOA. 3. TRACT D SHALL BE FOR DRAINAGE AND CONTAIN A DRAINAGE EASEMENT FOR DETENTION AND WATER QUALITY POND. THE TRACT WILL BE OWNED AND MAINTAINED BY THE HOA. MATCHLINE SEE BELOW RIGHT 30' ACCESS & UTILITY ESMT.1 % 0 j CITY OF ARVADA J TRACTO--7SSPAN 7 SKYLINE ESTATES -W. 54TH AVENUE R25'1\ rs -\5' BIKE LANEE-AUNG NO. 1 (RIGHT OF WAY VARIES) -1 -1N89•37'29"& 471.14' m --rx-55-- -2·09___50.00'- Ifill f=ENTI =-7 01 -- P--36.5' R.O.W.CITY OFWR-/ADA DEDICATION PER PLAT Nk\i| ADA RAMP,CR1) 30'ACCESS & 1 . 3'x | |UTILITY ESMT.N- ···L -1-18' U,E, g1 45107 31- 4514 - # 4 i 5 13 8 07 *8| | 4987.83 SP 4521.08 SF 4526,54 SF 1 4532,00 SF 4537.45 SF -4884.67 SF 8620.87. | i1 43145 |- 4' CROSSPA 1 TYPE 2 CONCRETE 1 MODIFIED TYPE 3 |CURB RAMP 1 -·-·-··--CE IR CURB RAMP =-LitF. --1 L -41 2 -5?'-2- t-*50.922 _50·021,- - 50.00'[_--50.7 -Trp) P 1Z .R45-,7* Fikil;31Zi 3 1747 ;1, ··fi·1¢//,d I ·· •T1'+"7& 7 - 11' J.h 11.V//'d I - / ···TYPE·1·····15.00':.2 / ..1 8' WIDE ON-STREET · * 1 1F PARKING n ··/I CURB RAMP8'CROSSPAN1-LII---·g·-7/19- -- 1. 1 11t -· ···-9 :::r = 7[*10-7 / W. 53RD DRIVE·;R15'k r..., . l.····· 2#972-r .7' '· 1·th 1 - 1 .1j.-_ -56.54·-|| | 8·WIDE ON-STREET I :::::: -. 58.00'37.47 18.29 1829 32.45'32.45 18.29' 1829 37.46' · -- / - 1111PARKING y - i· ·· 9 - 1 - : =- - - 1 1830.43 SF \*, 31 58.00'5 -00 li 2132.92 SF 1051.77 1051 77 1868.06 SF |186 SF 10577 10577 2153.92 SF | 211 12 13 14 2 10 5 117692 SF SP SF S. SF 7391.19 SF Ill15.71' 1 1-- .... _- ....I Iii ··1-2 58.00 .11 1 Lit t.t\27.47' 18.18.29' 32.·R 1:I:.I :..i|(| 10;F **%2?*42, U , co Cio'ill[ } l l] fl i j N t 11 J f 11 1-Iq1 14::. i *141 11762 SF 27.47'18.29· 18.29'32.45' | |32.45 18.29 18.29' 37.46' 1.4 - -\18· 1 /L| 58.00'15.7191919¤ 4 1 1 &2 A:LA iN-coNCEFE i 5 =e5 8 kee t- DWY. ENTRANCE | , ' 11 1946.82 IF 26 25 24 23 1 22 21 . 20 . 19 CDOT TYPE 3 (TYP)| ··'.f-7-' - L58 00·-11 ?132.92 SF 1051771051.77 1866.06 SF |1866.06 SF 1077 10:77 2153.92 SF| 1-2 - 1 1130SF SF 182918.29'37.46' Iz 1-t' 11 [_5642.25 SF 8'U.Ed | NON-EXCLUSIVE-18.29' 18.29 32.45'32.45'DW EASEMENT -104.43'- -3¢-1 125' R.O.W.4.TRADT B-·13_TYPErDEDICATION PER PLAT 9*8*.i:MI-. ······ CURB RAM -11 1 t . .. 12NO°15'01"W 480.24'-\4 ' -- 2.-j -3'zES> ,---37.47'18.29' 18.29'32.45'32.46'18.29' 18.29 ,1 37.46' I 5640.49 SF IQ NI I 5 4\* w -58.00'- --104.38' - 01 '' · 1 - 12) 6 . 154156 SF 27. 28.29 m.83 | 186 SF ioNn i2277 2151 SF R, .19- 8' WIDE ON-STREET L 2 4-1 5800'213262 SE 1051.77 1051.77 _ - - M SF SF SF SF SF8' WIDE ON-STREET_ 1 1 JIN J PARKING ic : «5-1257747' 18.18.29'PARKING N 1176.32.46· 18.29' 1.29 ,?It!1,-A-v 13 ¤ -6' UE.5638.73 SF SETBACK (TYP) 4 17104.34·- N 2 -lk 1 9 NMM'Up*r | 27.47' 18.29' 18.29' 32.45' 1.:.Ad..IN' 118'f0.F I 132,46 18.29' 18.29'E -1 5 9 :::....SETBACK (TYP) T3' R.O.W.-5 1 4· CROSSPAN 7 :2. 1- 1 14 0 TYPE 3 42 41 40 39 38 37.36 5636.97 $ IleCURB RAAIP --'k ' '"' ' '5 10 g 2158 54 Sp 10;49 1°S:31 1879 85 SF| 1876 60 SF 10.gs 1077 219 12-<- 03 1 2247.93 SF-/3 -104.30'- 1--11 -- 580 3747 18.29' 18.29' 32.45 32.46'18.29' 18.29 8' U.E.-1 18' CROSSPAN - .......|..TYPE. CURB RAMP L1- 1S89°32'53"W 40.00'.M -- - -<t,1 31.rRD-PLACE. -Rli'8' WIDE ON-STREET \_ MODIFIED TYPE 3 PARKING +-b_ TYPE 3 CURB RAMP TRACT CJ CURB RAMP 1,584 SF Z I TRACT C |--53' R.O.W.-15'ACCESSEASEMENT--. 9 53520£WLST ' TPACTD1 \ 1 1 WHEATRDGECO 6--3.57-26.f DETENTION POND JOEL L LUEKER 1 -38·-24.102.58 SF U DAWN R LUSKER 43759.00 SF 1 - 12» e 6 -DEED TO JEFFERSON COUNTY REC 572675,4/6/54 1a e 20' S89°32'53"W 422.75' NO°16•48·W 277.98·----_. 5332 QUAIL ST WHEAT RIDGE CO CHRISTOPHER B STRICKLER MATCHUNE SEE ABOVE LEFT .1 L -53'R< ..r-UWY. iNIKAN CDOT TYPE 3 i R45' RE.. 4<3 i ' -104.47'- 45' 1 1 32.45 10.29 18.29 TRACT L.1-1 .00'0€ 1: 3 215 10 37.46' £9 19 0 26.5 · <k Rl 5'1- .tl 35 r-6.5·-'-26.5 j?g 37.461-1 'J TRACTA 1 LOT 16 LOT 15 EX 8' UTILITY / ESMT. LOT 14 E¥20 DRA/NAGEESMT QI LOT 13 & k1G CN 2- 1 | LOT 10 00 to1 1 2- 0) MATCHUNE SEE ABOVE RIGHT 0EXISTING LEGEND Z PROPERTY LINE f -- -- R.O.W. M --------- LOT LINE 0 - - - - - EASEMENT ZE EDGE OF PAVEMENT CURB AND GUTTER ,= C O FENCE- -X- - PROPOSED LEGEND PROPERTY LINE R.O.W. LOT LINE SETBACK EASEMENT CURB AND GUTTER 0 0 FENCE 3 1-1 ASPHALTPAVEMENT 1005*91 CONCRETE PAVEMENT CA 2 11 ; CONCRETE SIDEWALK • fiFr.:-.:%2kkl LANDSCAPE AREA S MATCHLINE SEE BELOW LEFT ac 'WW 1 01 'gy1.1 1 2 0% Il 11 1.1Z J I ESg:1 b231 -4jl LOT 5 7 8 2 -M till 1 2- 11 2 :3 1 1 LOT, M F Z11: 4 1,1 £ a-4 - -1 U) .1 1 LOT 3 Ul - Z 414-$89'32'53'W 7.69' 5r3 JoZ NE2 Ill 2 0 a = 0 Ul SHEET SITE PLAN Know what's below. 80Ca|| before you dig.SCALE: 1" = 40'SDP-2 LOT 12 8 k LOT 11 IS lignO ZE[9 ¥31),3!kILS 8 k3Hdol.SlkiHO lili LOT 9 LOT 2 LOT 8 N LOT 7 11 WHEAT RIDGE. COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. DEVELOPMENT STANDARDS 2 1. MAXIMUM HEIGHT: 35 FEET 1 St 2 MINIMUM LOTAREA SFD· 4.500 SQUARE FEET 3 MINIMUM LOT WIDTH SFD: 50 FEET 65'4. SFD MAXIMUM BUILDING COVERAGE: 60%R.0 W 30'5. SFD MAXIMUM DENSITY· 14 UNITS ACCESS ESMT 1 £ 2.5'1 -, 2.1 '6. SFA MAXIMUM DENSITY 42 UNITS (*= 8' UTILITY ESMT.-- PROPERTY LINE (TYP.)7. MINIMUM SETBACKS (MEASURED TO FOUNDATION) 0 Z Z: 50' MIN.50' MIN. -50'MIN.1---- ------ -5' SETBACK (rf?- 1 - -- F10' SETBACK -1 1 R, 1 1-11 1 1 6" VERTICAL C&G (TYPE 2) W/ SIDEWALK QUAIL STREET INTERIM SECTION W/O PARKING a. SFD (SINGLE FAMILY DETACHED) i. FRONT SETBACK = 10' ii. FRONT SETBACKS SHALL STAGGER A MINIMUM OF 2 5 FEET NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. iiI SIDE SETBACK = 5' iv REAR SETBACK = 10 v MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. vi MAXIMUM DRIVEWAY WIDTH = 18' vii BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE 901111,1- 1 1 1 W: TYPICAL SINGLE FAMILY 1 3% DETACHED RESIDENCE 5 1 1 35 LOT LINE (TYP.) - I - 00-1 L r-1 1 .--2 2 30'12.5' R.O.W.-4ACCESS ESMT r2.5 2'1 I I r---'13'13-f'--r·'-r--5'--r-4 MN D u,Bag sajeld le@19 4 b. SFA (SINGLE FAMILY ATTACHED): INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOL LOWING STANDARDS. SO LONG AS THE ENTIRE MULTI-UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW 1 -9 211 i. FRONT SETBACK FACING STREET OR ALLEY = 10'4 k lipii. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' iii REAR SETBACK FACING ALLEY = 0' \41iv.MINIMUM BUILDING SEPARATION = 10':v BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 8. PARKING a OFF.STREET PARKING ALL HOMES WILL HAVE TWO-CAR GARAGES 18' 1 | __lk_ 1-LiEiYF-- -10' SETBACK - - -15' -10' SETBACK - -10' SETBACH 1 -' I 6-VERTICAL C&G (TYPE 2) J 26.5· CL TO ROW 1 W/ SIDEWALK '5' ATTACHED WALK 6' UTILITY DRIVEWAY CUT (TYP.} ESMT. (TYP.)-QUAIL STREET INTERIM SECHON1---------- W/ PARKING SFD LOT SCHEMATIC 1-= 20 I. syn.o.w. 1 9, VISITOR PARKING· a. SFA TO PROVIDE ONE ON.STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDED b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY APRON OR ON-STREET. 10. LANDSCAPING a. SFA MINIMUM OPEN SPACE: 30% b ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502. LANDSCAPING REQUIREMENTS OFTHE CiTY OF WHEAT RIDGE CODE OF LAWS. 11 EXTERIOR LIGHTING· ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS 12. SIGNAGE: ALL SlGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. a. MAXIMUM NUMBER: 1 b. MAXIMUM SIGN AREA 36 S F c MINIMUM SETBACK 0· (SHALL NOT INTERFERE WITH SIGHT DISTANCETRIANGLE) d. MAXIMUM HEIGHT: 5'. B 8g ; W I O I . tz :: | - 5' ATTACHED WALK 4+'--6'-7-11' t 11'-r-645'44 13. FENCING ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS -"£"19 If# .2-1&I.LOT LINE n' ' · •S FOW 7- 7--- -7- =r--1------F10' SETBACK -i-4-2-=AI--'4-*01 6-2 -4- 30' ALLEY -.17 1, TYPICAL SINGLE FAMILY 5' SETBACK' 57.5 M N.ATTACHED RESIDENCE ' -30' UTILITY ESMT.41 -___-___ -24·A.LEY----LOT LINE =L 1 1 6- VERTICAL CaG (TYPE 2 _/'0 Wl SIDEWALK PIERSON COURT TYPICAL LOCAL SECTION 12' R.0 W. €1-15.5'25 5 25'1 2%21.5 11 11'-6'-r%·-571 ==1-1 14 ARCHITECTURAL AND STREETSCAPE DESIGN a. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. b. SINGLE FAMILY DETACHED ARCHITECTURE: c FACADES FACING PUBLIC R O W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES d. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION e. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER. SYNTHETIC STONE. OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIRMENT MAY BE AGGREGATED FOR LOTS 1 -14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE ARIEA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. f. SINGLE FAMILY ATTACHED ARCHITECTURE: WILL COMPLY WITH CHAPTER 4,3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES g. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE 1 IiI 1 1 1 =-1 1 | r---1 1 | 6" VERTICAL C&G (TYPE 2) JW/ SIDEWALKSFA LOT SCHEMATIC 1- = 20 _ 6" VERTICAL CaG (TYPE 2) Wo/ SIDEWALK 53RD AVE TYPICAL LOCAL SECTION riI-rl SHEET SITE PLAN DETAILS Know what's below. Ca|| before you dig.SDP-3 1 -1 U y WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. ®f%270 CITY OF ARVADA ---W. 54TH AVENUE 1.fW·HFUEFEC 3733 =-3.1-LE OVERALL PLANT SCHEDULE DECIDUOUS TREES ---·-• nrIPARKLANDPIMARBIRCH -EAL]i***«i*EZZEZZIEZZLZE |AMERICAN YELLOWWOOD IWESTERN CATALPA I MAC IWESTERN HACKBERRY -SUNSUNBURSTHONEYLOCUST ORNAMENTAL TREES- BOTANICALNAMEQTY. -[GLEDITSIA TRIACANTHOS INERMIS 'SUNBURST' TOTAL: 29 -S-TREETPRONTAGE- 2" CAL | 40' | 6-8' |REQUIRED PROVtDED 2"CAL | 40 40' | 54TH AVENUE STREET TREES 14(440 LF/30) -a-1+1-+1 QUAIL STREET STREET TREES 13(383 LF/30) TOTAL 27(823 LF/30) P 3 | 14 | 2"CAL | 3035' RHTIRUSSIAN HAWTHORN [CUTAEGUS AMBIGUA 9 4 13 1 3aN TOTAL: 17 1 11 EVERGREENTREES_-__-D-LANDSEXPEREQU-IREMGiS- - W. 53RD DRIVE- - r P I ' I i , /_1 SHEET 21--1 11 • 12• 13• 14 ii 15 | _1 4 3 LU-11 11 1 1 25 24 23 21. 20 27 8 4TRACT E- IL - 212-_ _LIL --la_ _ _LIL-__alL QUAIL STRE DECIDUOUS SHRUBS11-3 rEMIGREER-MOUNDEGRANT ri;BliASKATOONSERVIESERRY WSCIWESTERNSAND-CHERRY- 5-IMISS-KIM-LIEAC EVERGREEN SHRUBS- rl #-rli - 1 Il -EUiiyEEJUNIPER Ill I TOTAL: liBESAGINUMGREER-MOUND _]HUS AROMATICA GRO-LOW TOTAL: -FUNIPERUS-HORIZONTAUSimEr--1- TOTAL: 1 | REQUIRED PROVIDED 6-I 58 1 #5 1 3' 1 3' 1 (34,769 SF/1.000) SHRUBS | (34,769 SF/100) I All_ 169 k 531-60-#5-817"-6-8 - - 1 DETENTION BASIN SEED MIX I \ 58# 1L i 1 j/,1(46 PER PER PER ORNAMENTAL GRASSES HMS HEAVY METAL SWITCH GRASS PERENNIALS MAGNUS CONEFLOWER IMOONBEAMCOREOPSIS |LITTLE TRUDY CATMINT HEUCTOTRICHON SEMPERVIRENS | 98 PANICUMVIRGATUM'HEAVYMETAL' TOTAL:127 TOTAL 180 -ii-ri-m-i-F-1 »EIM125-MME--2-1-3IT-71 1 Lymus arenarius Panicum virgatum-#1-18-2trii*1 11 1 2-3' 1 18-24" 1 -E718-24TiFiE-1 Pascopyrum smithii Ii--771,1-77 1 Schizachyrium scoparium 2 Eli COMMON NAME BLUE LYME GRASS - DALLAS BLUES SWITCH GRASSBIG BLUESTEM -- WESTERN WHEAT GRASS LITTLE BLUESTEM ,1 1 31 3R I H -1 -111 WI b Q ] lili 11 LANDSCAPE NOTES AND MATERIAL SPECIFICATIONS lili <121 g I lill I 1 LU 92}li 5 1 1 11 ORGANIC SOIL AMENDMENTS: TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL AMENDMENT. TO A DEPTH OF SIX (6) INCHES. FOR EACH 1.000 SQUARE FEET OF SOIL PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF, NATIVE SEED, TREE. SHRUB PLANTING BEDS IN THEIR ENTIRETY, ANNUAL. VINE, AND GROUNDCOVER AREAS (IF APPLICABLE), AS WELL AS ALL TREE LAWNS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTY. TOTAL LOT AREA 67.03 SF / 262,775 AC TOTAL LANDSCAPED AREA 34.769 SF / .8 AC AREA OF LIVING VEGETATION 31,292 SF AREA OF NON-LIVING VEGETATION 3.477 SF a THE ORGANIC SOIL- AMENDMENT SHALL BE A CLASS I OR 11 COMPOST THAT w LUMEETS THE U S. COMPOSTING COUNCIL'S TESTING REQUIREMENTS. THE COMPOST MUST BE PRODUCED AT A COMPOSTING FACILITY THAT MEETS US z EPA 40 CFR 503.13 REQUIREMENTS (TABLES 1&3 LEVELS) FOR THE PRODUCTION AND MARKETING OF CLASS A MATERIAL FOR UNRESTRICTED USE AND DISTRIBUTION ORGANICIERTILIZER_AND_SOLLCONQLIONERS: UTILIZE GRANULAR ENDO MYCORRHIZAE. BIOSOL FORTE (7-2-1 ), AND MENEFEE GRANULAR HUMATE,OR APPROVED EQUAL, AS PART OF THE PLANTING PROCESS FOR ALL TREES. SHRUBS. AND SEEDED AREAS. 14 1 01 3. TURF SOD: LONG-TERM DROUGHT TOLERANT KENTUCKY BLUEGRASS BLEND W. 53RD PLACE--2 SHEET RECOMMEND GRAFF'S TREE FARM (GTF) 4-WAY BLEND. GREEN VALLEY TURF COLORADO BLUE™. OR APPROVED EQUAL. 4. WOOD MULCH: WOOD MULCH WILL BE ·CASCADE CEDAR MULCH-, A DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWN IN APPEARANCE WITH A FINE TEXTURED HAIR-LIKE" LOOK THE WOOD FIBERS WILL BE APPROXIMATELY 1 72 - 3 77 IN LENGTH AND BE UNIFORM IN APPEARANCE INSTALL TO A DEPTH (31 ;-&.INCHES, 5 6 ROCK MULCH 11/2" MOUNTAIN RIVER ROCK MULCH OVER WEED BARRIER FABRIC INSTALL TO A DEPTH OF (3·) THREE INCHES WHERE SPECIFIED. (988!zRMULCH: 3"-6- MOUNTAIN GRANITE CO8BLE OVER WEED BARRIER FABRIC. 011 j 17 LANDSCABRIDGER: EDGER TO BE 3/16·xe" HOT-DIPPED GALVANIZED METAL EDGING W[TH AN INTEGRATED HOT-DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4 STAKES PER SECTION). COLOR· BLACK 8 6 WEED-BARRIER-EABRIC: TO BE A NONWOVEN GEOTEXTILE COMPOSED OF POLYPROPYLENE FIBERS. -fEl SDI 5352 QUAIL STREET TRACT D IIi I DETENTION POND Ill- lull 17 IRRIGATION: A BELOW GROUND FULLY AUTOMATED IRRIGATION SYSTEM WILL BE INSTALLED IN ALL LANDSCAPED AREAS UTILIZING WATER-CONSERVING SYSTEMS SUCH AS TRICKLE (DRIP) IRRIGATION TO WATER ALL SHRUBS AND TREE PLANTINGS RAIN SENSORS WILL BE USED TO AUTOMATICALLY SHUT DOWN THE IRRIGATION SYSTEM DURING PERIODS OF HIGH MOISTURE. TO MAXIMIZE WATER USE EFFICIENCY, THE IRRIGATION SYSTEM WILL BE DESIGNED WITH A HIGH APPLICATION EFFICIENCY AND WITH ZONES THAT CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS. BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT VISIBLE FROM PUBLIC STREETS OR PARKING LOTS SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZED FOR PEDESTRIAN COMFORT, SAFETY AND WATER CONSERVATION. THE LANDSCAPED AREAS. INCLUDING ALL ADJACENT ROW LANDSCAPE. WILL BE MAINTAINED BY THE DEVELOPER OR ASSIGNS 8 .DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM SIDEWALKS AND PLANTING BEDS EVERGREEN TREES WILL BE PLANTED A MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES. DECIDUOUS TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS EVERGREEN1 lilli-TREES A MINIMUM OF 10 FEET SHRUBS WILL BE PLANTED A MINIMUM FOUR(4)Eva .Ilw ONE-HALF THEIR MATURE WIDTH, WHICHEVER IS GREATER. SPACING FOR 5332 QUAIL STREET FEET FROM SIDEWALKS, PLANTING BED EDGES1 EDGE OF BUILDINGS OR PLANT PLACEMENT WILL BE MEASURED FROM THE CENTERLINE OF THE PLANT. N 20 40 SHEET LANDSCAPE 0 80 PLANSCALE 1- = 40 1 SDP-41 WHEAT RIDGE, COLORADO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO )[1111·Slci A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. LEGENDW. 54TH AVENUE DEODUOUS TREE (7) BCJ (7)GLS .__ (7) BCJ EVERGREEN TREES (7) GLS I 1 ---1 r (7) BCJ L (7) GLS (3) HAC (3)SUN (3) HAC 0%0 DECIDUOUS SHRUBSr (7) GLS (7) BCJ EVERGREEN0SHRUBS 0 ORNAMENTAL GRASSES PERENNIALS- 8Wly LE° 1TURFSOD 2 3 4 5 | ROCK MULCH111 COB8LE MULCH WOOD MULCH PERMEABLE PAVERS -_ LANDSCAPE EDGER 0 TRASH RECEPTACLE (4)BCJ W. 53RD DRIVE BENCH (2) AUT EXE]MAILBOXES (4) GLS I."'----->- --« MAIL KIOSK PET WASTE STATION (TYP.) - PROPERTY LINE | (4) GLS (1)ROA 10 1 W NOTE REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL-o I 0 INFORMATION ON MATERIALS. r . LU 1 PLANT SCHEDULE 13 14 15 17 18 DECIDUOUSTREES ROA |NORTHERN RED OAK I i 1 SUN SUN8URST HONEYLOCUST TOTAL: 18 fORNAMENTAINWGIS O- Z TOTAL: 12 TRACT E [EVERGREER-TREES 4 TOTAL: 2 1 58 1 1 0 SYP |MISS KIM ULACIZ(4) SYP 0 TOTAL: 131 5 1 (13) GMC (41)PER (1) BSP 26 25. 24 23 | 22 21 20. 19 E-ia-*Di-CHIPJUmPER 1 53 1 CL 11 TOTAL: 53 (17) HMS [ORNAMENTALGRASSES (4) BCJ , (9) AVG (1)BPJ L_ HMS |HEAVYMETALSWITCHGRASS(9) AVG , (26) PER J (9) AVG (26) PER / (14) AVG TOTAL: 127 )BPJ (1) BPJ ·r (8) GMC (14)AVG(8) GMC (8) GMC J (1)ROA (13) PER (1) ROA 45 (3) AUT I (14) PER (13) PER PERIUXMCONIFLOWERL (41)PER (13) GMC ,, i' (3) AUT TRACT A ' TRACT B 1 45 1 ||(5) GLS (4) SYP *-91 -,=-fL r.TOTAL: 180 (12) HMS 0 (1)BSP 0. (9) AVG (2) AUT I 12 C (1)BPJ(17) AVG (8) GLS 5 j (7) BCJ (7) PER (17) AVG L (8) GMC(8) GLS BENCH (TYP.)(7) BCJ LANDSCAPE PET AND TRASH LANDSCAPE EDGER RECEPTACLE (TYP,)111 f EDGER NMATCHLINE SHEET SDP-6 1 - Y SHEET LANDSCAPE PLAN 0 10 20 40 SCALE: 1" = 20'SDP-5 ¤NV1233¤N eld leajo al@4PA 31VOS -OHON 10.red 1Villl"IGr,9 19 alva @toz OL 60 NOISIAIDenS Nnkl -11¥nD NV-ld 1N3INd01 30 01=1103dS l QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO PLANT SCHEDULE A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M,SYMBOL |COMMON NAME 1 QTY. --o.- DEa DUOUSTREES LEGEND ROA NORTHERN RED OAK 1 ; 222. YEL AMERICAN YELLOWWOOD 3 -Ylif·1·70-'4. C '2 V' /·i< C.M i i :U U t=-&.'lilli 7.11 L-/ ..L----- ,1- i | · HAC WESTERN HACKBERRY 4'r/ ,71 u CAL WESTERN CATALPA 31- MATCHLINE SHEET SDP-5 'I ·· TOTAL: 11 DECIO US 28 29 30 Li 91 32 .).,TREE . 1 ORNAMENTAL TREES RHT RUSSIAN HAWTHORNAUTUMN 8LAZE PEAR 2 0 " - - - -' TOTAL: 2 DECIDUOUS SHRUBS M WEVERGREEN --.-i ..1 -2--_ ·f : r--- ' 1 21 SSE |SASKATOON SERVICEBERRY 8 TREES L i LJ I i /1 u11.,1 WSC WESTERN SANDCHERRY 18 Z j GLS GRO-LOW FRAGRANT SUMAC 14DECIOUOUS SHRU8S TOTAL: 38 9 Z EVERGREEN C c C C C C C 1 ·'/ Bel |BLUECHIPJUNIPER 17 1,>L-C //C r-Ci..Col EVERGREEN SHRUBS SHRUBS PERENNIALS 'TRACT 'EORNAMENTAL GRASSES I TOTAL- 7 __ 1 1- 1 1 Off 0 0 00 f.1 r 44QUAIL STREET 27 C C C r---I.-1TURF SOD ---1 'zi -<-J==i_' i i i 1 _1==l , fr-li n 5 4 I I - 7- - - -- 1: 1 /f Ill :15 +Ill / 1 1NATIVE SEED i I 1 L-2 LILL L_-1 I ' '04 1- (DROA ' r :EL a I g ·ROCK MULCH 1 L/Ig- (3) GLS . | 1 Qi fCOB8LE MULCH - (2) AUT 1' 38 37 36 -zl_ 35 WOOD MULCH PERMEABLE PAVERS . (4) GLS r=Q 4-1-421 MAIL KIOSI -1 4 LANDSCAPE EDGER 2773>0/2,2&65 11, lilli ...TFV\SH RECEPTACLE BENCH 1 1 1 /_L ' .42 r.c, 41 40 39 14 (5) WSC -1\t (31 YEL 7\ N (7) GLS - (3) BC.1 nk ..... MAILBOXES Y PET WASTE STATION --- _53RD PLACE - - PROPERTY LINE I px-<-C C. NOTE: REFER TO LANDSCAPE NOTES AND Th A A-MATERIALS SPECIFICATIONS FOR ADDITIONAL 1 i V.U I INFORMATION ON MATERIALS. / /1 1@21 1 8% -731 1 LE fof ·-r 4 J \tx \ T,- 1I I 4 44 4 5 . 4 TRACT D / 1 :64 4 Ann n i 0-0-0-0-00;32*.,1 - - - I - 1 1 9 -0..FYA 0 + CP O+ O 0O TYPICAL SINGLE FAMILY ATTACHED it-«2 l: - --1 j BACKYARDBY HOMEOWNER 1\ ' /7 1 I : F- (4) HAC/ (11)WSC 1- :1 -Il 1 1 1 (3)CAL -\ C + 1 TYPICAL SINGLE FAMILY DETACHED 1 0 5 10 SCALE: 1" = TYPICAL RESIDENTIAL LEGEND DECIDUOUS /A EVERGREEN 0 LARGE TREE My TREES DECIDUOUS SHRUBS -737] TURF Soo [-3 ROCK MULCH 0 0 SMALL A EVERGREEN DECIDUOUS U SHRUBS ' SHRUBS 1.."-]F· . WOOD MULCH --I SINGLE FAMILY DETACHED 1 · ORNAMENTAL TREE (2" CAL) OR DWARF CONIFEROUS TREE (6') ORNAMENTAL o PERENNIALS 7 · SHRUBS (#5) GRASSES 17 - PERENNIALS/ORNAMENTAL GRASSES (#1) SINGLE FAMILY ATTACHED: 5 - ORNAMENTAL TREE (2· CAL)OR DWARF CONIFEROUS TREE (6·) - LANDSCAPE EDGER 64 - SHRUES (#5) 96 - PERENNIALS/ORNAMENTAL GRASSES (#1) SCALE: 1" = 10 0 10 20 9 as SHEET LANDSCAPE PLAN 40 91"= 20 ' SDP-6 20 £ +11 10'VVnC,t, rULAJEL LULL/nMLIW QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. DTI I)]-hIG>< ASPHALT SHINGLE ROOFING -,SHINGLE SIDING BOARD & BATTEN KING 7 ASPHALT SHINGLE ROOF NG -SHINGLE SING -BOARD & BATTEN SIDING --m -HORIZONTAL SIDING i li IlillI O3 V 9 - 3 GE 0 2 £: 7 6 7 .a 0 £32 /73 PLAN 1 - CAPE COD - FRONT ELEVATION (27 PLAN 1 - CAPE COD - RIGHT ELEVATION SCALE: 1/8'· = 1'4 . SCALE: 1/8- = 1'-O 5 01 0g mI ael : 1€ ASPHALT SHINGLE ROOFING SHINGLE SIDING , (---BOARD & BATTEN SIDING ASPHALT SHINGLE ROOFING 1 SHINGLE SIDING --BOARD & BATTEN SIDING S31ON ' 3 ) PLAN 1 - CAPE COD - REAR ELEVATION (Ch PLAN 1 - CAPE COD - LEFT ELEVATION 4Dp-7.1/SCALE 1/8 = 1'-0-4Dp-79 SCALE· 1/8" = 1'.0· PLAN 1 -CAPE COD REQUIRED PROPOSED MASONRYVENEER FRONT ELEVATION 30% CUMULATIVE | 1 8%SHEET A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENT IRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIEiTY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4· ON EACH SIDE ELEVATION. SF DETACHED ELEVATIONS SDP-7.1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO 1)'Eli [)UNG\ A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. ASPHALT SHtNGLE ROOFING 7 SHINGLE S D NG --7 F- BRICK VENEER F HORIZONTAL SIDING BRICK VENEER 7 F ASPHALT SHINGLE ROOFING F HORIZONTAL SIDING : A Z 0 /2\ PLAN 1 - CRAFTSMAN -FRONT ELEVATION /24\ PLAN 1 - CRAFTSMAN - RIGHT ELEVATIONDP-7 2, SCALE: 1/8 = 1'-0- SCALE 1/8 = 1-0 91 il i lili ASPHALT SHINGLE ROOFING --;7 r- SHINGLE SIDING - HORIZONTAL IDING BRICK VENEER --1 ASPHALT SHINGLE ROOFING --7 F HORIZONTAL SIDING -,- p --w-439 4'=f•-w :4;"K 47- 5 -14.f-xeft c lili ii "Mil i PLAN 2 - CRAFTSMAN - REAR ELEVATION rih PLAN 2 -CRAFTSMAN -LEFT ELEVATION 40 SCALE- 1/8"= 1.-0.SCALE 1/8 = 1'-0 PLAN 1 - CRAFTSMAN REQUIRED PROPOSED MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE| * 11%SHEET A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION SF DETACHED ELEVATIONS SDP-7.2 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. SHINGLE SIDING 7 ASPHALT SHINGLE ROOFING -7 F-BOARD & BATTEN SIDING E-- BRICK VENEER -- HORIZONTAL SIDING ASMALT SHINGLE ROOFING --, BOARD & BATTENSIDING -1 BRICK VENEER --, r HORIZONTALSIDING L.U PLAN 2 -CAPE COD -FRONT ELEVATION SCALE: 1/8" = 1'-0'/Th PLAN 2 - CAPE COD - RIGHT ELEVATION \94UDP.7 9 SCALE 1/8- = 1-0 BIBI El :1 BRICK VENEER -7 HORIZONTAL WING -7 BOARD & BATTEN SIDING -7 F ASPHALT SHINGLE ROOFING /- SHINGLE SIDING ASPHALT SHINGLE ROOFING --7 BOARD & BATTEN SIDING -7 F SHINGLE SIDING E-- BRICK VENEER S31ON 77.6.-9* Ii&4#Vlt»5-»idiE 2=4 PLAN 2 - CAPE COD - REAR ELEVATION r-Th PLAN 2 -CAPECOD- LEFT ELEVATION SCALE 1/8 = 1'-O'DP-7.y SCALE 1/8» = 1-0 PLAN 2 - CAPE COD REQUIRED PROPOSED MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE | f 8% SHEI-r A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER. OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG Elm/ATIONS. MASONRY SHALL WRAP A MINIMUM OF 4· ON EACH SIDE ELEVATION. SF DETACHED ELEVATIONS SDP-7.3 CJ Cl -70 W -70 . QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 1>Tll)1·hi(,X ASPHALT SHINGLE ROOANG -7 STONE VENEER r-- HORIZONTAL SIDING STONE VENEER g-- HORIZONTAL SIDING -ASPHALT SHINGLE ROOFING 0 ON¥1£3(NOdt 921WOH 44 ' 4 1 PLAN 2 - BACKCOUNTRY RANCH - FRONT ELEVATION (21 PLAN 2 - BACKCOUNTRY RANCH - IRIGHT ELEVATION 1.U 'C iii€19 SCALE. 1/8' = 1'-O"4Ey SCALE 18 = 1'-0 11 @ : & 21 2 . 1 0%1 E Ii > ASPHALT SHINGLE ROOF NG F HOR ZONTAL S D NG F BOARD & BATTEN SIDING F ASPHALT SH NGLE ROOFING BOARD & BATTEN SIDING STONE VENEER 1'91TT 9 --171)7JOUt31-:: S31ON 31¥0 rn PLAN 2 - BACKCOUNTRY RANCH - REAR ELEVATION gih PLAN 2 -BACKCOUNTRY RANCH - LEFT ELEVATION \@DP-7. SCALE· 1/8" = 1-0*. SCALE: 1/8" = 1'-0• PLAN 2. BACKCOUNTRY REQUIRED PROPOSED MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE| 171% SHEET -i A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1 -14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION. SF DETACHED ELEVATIONS SDP-7.4 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, ASPHALT SHINGLE ROOFING 7 r-- STONE VENEER U-- BOARD & BATTEN SIDING E-- HORIZONTAL SIDING STONE VENEER -7 ASPHALT SHINGLE ROOFING BOARD & BATTEN SIDING J =ML -_-- - _-_ PLAN 3 - BACKCOUNTRY RANCH - FRONT ELEVATION <Th PLAN 3 -BACKCOUNTRY RANCH - RIGHT ELEVATION SCALE 1/8 = 1'4 . SCALE: 1/8- = 1'-0 i 01 ASPHALT SHINGLE ROOFING -7 BOARD & BATTEN SIDING F ASPHALT SHINGLE ROOFING F- BOARD & BATTEN SID NG STONE VENEER 'f ry) PLAN 3 - BACKCOUNTRY RANCH - REAR ELEVATION rih PLAN 3 -BACKCOUNTRY RANCH - LEFT ELEVATION P- SCALE: 1/8- = 1'-O UDP-7 V SCALE 1/r = 1-0 PLAN 3 - BACKCOUNTRY REQUIRED PROPOSED MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE | 1 93%SHEET A MINIMUM OF 30% MASONRY OF BRICK. BRICK VENEER,OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONGAS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4· ON EACH SIDE ELEVATION QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P M. DI! DI.(\ STONE VENEER --1 ASPHALT SHINGLE ROOFING 7 F SHINGLE SIDING E-- HORIZONTAL- SIDING - BRICKVENEER E-- HORIZONTAL SIDING -F ASPHALT SHINGLE ROOFING l I 0 il- F S S.31rn PLAN 3 - CRAFTSMAN - FRONT ELEVATION /2\ PLAN 3 - CRAFTSMAN - RIGHT ELEVATION LLI 93UDp.7. SCALE. 1/8· = 1-0 |§[)P-7§ SCALE. 1/8· =1'-0 62 i 03>103HO 03,OhiddV SHINGLE SIDING F HORIZONTAL SIDING ASPHALT SHINGLE ROOFING --7 F HORIZONTAL SIDING STONE VENEER - rn PLAN 3 - CRAFTSMAN - REAR ELEVATION /7) PLAN 3 - CRAFTSMAN -LEFT ELEVATION \§Dp-7§,/ SCALE 1/8·· = 1·-0 UDP-7.4 SCALE: 1/8" - 1-0 PLAN 2 - CRAFTSMAN REQUIRED PROPOSED MASONRY VENEER FRONT ELEVATION 30% CUMULATIVE * 18% SHEF1 A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1.14 SO LONG AS THEAVERAGEISNOLESS THAN 30% FORTHEENT]RESFDUSEAREA THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OP 4' ON EACH SIDE ELEVATION SF DETACHED ELEVATIONS SDP-7.6 = 11 S31ON ON 31VO QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO D·111)16'GX A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M 4" TO WEATHER HORIZONTAL SIDING. PAINT ACCENT COLOR - BOARD & BATTEN SIDING ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING ASPHALT SHINGLE ROOF RECTANGULAR STONE VENEER 4- TO WEATHER HORIZONTAL SIDING PAINT ACCENT COLOR 1i 4 - 31 LU : EB gE :W I 2g 0. 32 ./ 6 ff LL E: 8 0 2% aN¥12IaaNO,0% /4) 4 UNIT BLDG A- RIGHT ELEVATION ' 4 UNIT BLDG A - REAR ELEVATIONUDP-81/SCALE. 1/8 = 1'-O SCALE 1/8- = 1'-O f 2 4rt 4 TO WEATHER HORIZONTAL BOARD & 8ATTEN ASPHALT SHINGLE BOARD & BATTEN 6-8- TO WEATHER ASPHALT SHINGLE RECTANGULAR STONE 4 TO WEATHER HORIZONTAL SIDING, PAINT ACCENT COLOR -7 SIDING -7 ROOF st[.1.4- .'A--'-A....1 .-'.1 -Am- ..'.......r. 01'1.'r r.ai,¥/--n-,AD il h ·0•· ...,-I.* ./.··.Ill/--* C i CHECKED APPROVED 0.103'Oh tul I m * 85 - O' % 6 9%-r E.. Sb I T------------- - .--li2 6 MUI•LU/ 1 AL 'IU,1'1.KVUr VerNCCM tt 1 1 /4,1.9 8 E/ I .I ..m..Iii'/ Z I / -- 0 -Z 2* . 0 DP-8.1 4 UNIT BLDG A - LEFT ELEVATION 1 4 UNIT BLDG A - FRONT ELEVATION SCALE, 1/8 = 11-o DP-8 SCALE. 1/8" = 1-0'6- ¥7¥179.r„ .....1...21.11,J.I...FITF FIll."41 REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED FENESTRATION FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE MASONRY VENEER 25% MIN /21%FRONT ELEVATION 25%MIN .13%LEFT ELEVATION 25%MIN 1 33%REAR ELEVATION 25%MIN .13%RIGHT ELEVATION 1 22,5%BUILDING AVERAGE 70%PRIM. MAT.:t 34% 70%PRIM. MAT.£27% 70% PRIM MAT .33% 70%PRIM. MAL *48% /35.5% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVARON REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE BOARD & BATTEN SIDING 30% CUMULATIVE * 30.8% 30% CUMULATIVE i 50.3% 30% CUMULATIVE * 50.2% 30% CUMULATIVE * 42.75% /43.5% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE 6-8· TO WEATHER HORIZONTAL- SIDING 30% CUMULATIVE £ 26 5% 30% CUMULATIVE N/A 30% CUMULATIVE 121.556 30% CUMULATIVE NUA /12% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE ·ACCENT 4-TOWEATHER HORIZONTAL SIDING 30% CUMULATIVE * 5% MIN 30% CUMULATIVE i 1% MIN 30% CUMULATIVE i 1.5% MIN 30% CUMULATIVE * 5.5% MIN £ 325% MIN SHEET SF ATTACHED ELEVATIONS S DP-8.1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO DTI /1610\ A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M 4 TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR RECTANGULAR STONE -VENEER ASPHALT SHINGLE ROOF - 4' TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR ASPHALT SHINGLE ROOF - RECTANGULAR STONE VENEER - 4 TO WEATHER HORIZONTAL SIDING, PAINT ACCENT COLOR a1 LUI LUI k a. 3 & aN¥123ON Bilt 0i1% Cm3% ----- - 4 //05 C Z /5 l.l 4/ 5 :d ...t- -, om kimp,4 +---*-I-...+-1\-4 1 S4 E2921 - -I 4 DP-8. 4 UNIT BLDG B - RIGHT ELEVATION /2\ 4 UNIT BLDG B - REAR ELEVATION SCALE 1/82 1'-O SCALE' 1/8» - 1'-O 4· TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR RECTANGULAR STONE -4/ENEER 4" TO WEATHER HORIZONTAL SIDING, PAINT ACCENT COLOR ASPHALT SHINGLE ROOF - 4» TO WEATHER HORIZONTAL SIOING PAINT MAIN BODY COLOR 6-8· TO WEATHER HORIZONTAL SID1NG ASPHALT SHINGLE ROOF - RECTANGULAR STONE VENEER - 01 LUI 2 2 12/ 1 Z.. -1 ' b g3 0e :g 0 p E LIJ CHECKED ON LOal'Ok 533 0 a& f ignsisk alva 9.02 0 90 3 DR-8. 4 UNIT BLDG B - LEFT ELEVATION ,/-1 4 UNIT BLDG B - FRONT ELEVATION SCALE: 1/8· = 1·-0"SCALE 1/8" = 1'-0" ..P'.P.9.. 9.'ll .7/1/..I..ininr Tll -611 - -i 161 imn ITT..#.Mjilill'U.I 1/li#IL irilitifiE-Jm REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED FENESTRATION FRONT ELEVATION 25% LEFT ELEVATION 25% REAR ELEVATION 25% RIGHT ELEVATION 25% BUILDING AVERAGE MASONRY VENEER MIN /26%FRONT ELEVATION MIN *13%LEFT ELEVATION MIN *33%REAR ELEVATION MIN *13%RIGHT ELEVATION /21%BUILDING AVERAGE 70% PRIM.MAL 140% 70% PRI.MAT..49% 70% PRIM. MAT. .27% 70% PRIM. MAT.*50% /41.5% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE BOARD & BATTEN SIDING - NLA 30% CUMULATIVE N/A 30% CUMULATIVE N/A 30% CUMULATIVE N/A 30% CUMULATIVE N/A N/A SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE 6-8·· TO WEATHER HORIZONTAL SIDING 30% CUMULATIVE i 26 5% 30% CUMULATIVE N/A 30% CUMULATIVE * 21 5% 30% CUMULATIVE N/A i 12% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE . ACCENT 4" TO WEATHER HORIZONTAL SIDING 30% CUMULATIVE * 32% 30% CUMULATIVE 141% 30% CUMULATIVE * 50% 30% CUMULATIVE f48% /43% SHEET SF ATTACHED ELEVATIONS SDP-8.2 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. Ilt 1)1·NG' RECTANGULAR STONE VENEER ASPHALT SHINGLE ROOF -BOARD & BATTEN SIDING 6-8- TO WEATHER HORIZONTAL SIDING -RECTANGULAR STONE VENEER - ASPHALT SHINGLE ROOF -BOARD & BAT-TEN SIDING - 4- TO WEATHER HORIZONTAL SIDING. PAINT ACCENT COLOR 6-8· TO WEATHER HORIZONTAL SIDING - LLI + F b :* E3 22 39 &@ Sb 2* lAiR aM Mulit 'Ll,;··--2,4 ------ LUI 0 WI rih 5 UNIT BLDG A - RIGHT ELEVATION rn 5 UNIT BLDG A - REAR ELEVATION SCALE· 1/8 = 1'-0 42213/SCALE 128 - 1'-0 RECTANGULAR STONE ASPHALT SHINGLE ROOF -rEE= _22\_ _ -- BOARD & BATTEN SIDING 4· TO WEATHER HORIZONTAL SIDING. PAINT ACCENT COLOR ---'Ir- RECTANGULAR STONE ASPHALT SHINGLE ROOF - VENEER -7 6-K TO WEATHER BOARD & BATTEN SIDING -HORIZONTAL SIDiNG -7 A -3-11 41·· TO WEATHER HORIZONTAL SIDING. I PAINT ACCENT COLOR 1_ -___ il CHECKED APPROVED ON 103lrOk iii' ¥1 m eE 2g O. 2* 3 b g2 =3 C% 2% om Sb 2* LUI tit[I i kf 0 k: : h S31ON NER LOT ONLY 31/0 AT ZOR ©5 UNIT BLDG A - LEFT ELEVATION /11 5 UNIT BLDG A- FRONT ELEVATION SCALE 1/8" = 1'-O UDP-8.SCALE: 1/8" = 1·-0· 1=m Tri 1 ./Clmdill.,-I -I---1. - t -1- 1 4 '1 REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED FENESTRATION FRONT ELEVATION 25%MIN LEFT ELEVATION 25% MIN REAR ELEVATION 25%MIN RIGHT ELEVATION 25%MIN BUILDING AVERAGE MASONRY VENEER /22%FRONT ELEVATION *11%LEFT ELEVATION *36%REAR ELEVATION *13%RIGHT ELEVATION *20.5%BUILDING AVERAGE 70% PRIM. MAL *39% 70% PRIM. MAT /14% 70% PRIM. MAT. .15% 70% PRIM. Mal 1 54% /305% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE · BOARD & BATTEN SIDING 30% CUMULATIVE * 29% 30% CUMULATIVE * 23% 30% CUMULARVE * 29% 30% CUMULATIVE 1 41% * 305% SECONDARY MATERIALS · FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE 6-8· TO WEATHER HORIZONTAL- SIDING 30% CUMULATIVE i 27% 30% CUMULATIVE * 63% 30% CUMULATIVE * 54% 30% CUMULATIVE N/A * 36% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE ACCENT 4·TOWEATHERHORIZONTALSID1NG 30% CUMULATIVE * 3% 30% CUMULATIVE N/A 30% CUMULATIVE i 3% 30% CUMULATIVE & 5% /2.75% SHEET SF ATTACHED ELEVATIONS SDP-8.3 ,mmmRmlmr,mtlnt, 1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 4·' TO WEATHER HORIZONTAL SIDING. PAINT BODY COLOR - 6-8" TO WEATHER HORIZONTAL SIDING ASPHALT SHINGLE ROOF -STACK BOND BRICK VENEER - ASPHALT SINGLE ROOF -6-81 TO WEATHERHORIZONTAL SIDING -4 TO WEATHER HORIZONTAL SIDING. PAINT BODY COLOR - 4· TO WEATHER HORIZONTAL SIDING. PAINT ACCENT COLOR aA e= LU G,?= aN¥1213ON 1% 2Z - -1.- - 0 L CL G, 2= - -4- i 34'-24 edt -- _ 1 /2 k a.86 f Ft U . 5.2 <4 1 5 UNIT BLDG B - RIGHT ELEVATION /21 5 UNIT BLDGB-REAR ELEVATION SCALE 1/8 = 1'4 . SCALE: 1,8" = 1'·0" 4· TO WEATHER HORIZONTAL- SIDING. PAINT BODY COLOR - 4· TO WEATHER HORIZONTAL SIDING. 7 PAINT ACCENT COLOR ASPHALT SHINGLE ROOF - STACK BOND BRICK ASPHALT SHINGLE ROOF -6-8 TO WEATHER 4" TO WEATHER HORIZONTAL SIDING PAINT BODY COLOR 4· TO WEATHER HORIZONTAL SIDING, L.LI lit p© R 11 £ N Wl WI vcniccr·%02 ----03HO }S ZIOH .EA til -- \. .. -1/ *E Y 62 Z J2: 3% -4- b .J 2@ 1=1 : A.f 1 SalON al¥0 .. .. i. B S 0 i#./.Ul /73 5 UNIT BLDG B - LEFT ELEVATION <33 5 UNIT BLDG B - FRONT ELEVATION SCALE· 1/8· = 1'-O 495/SCALE: 1/8- = 1-0 =7Fn Tri.P,9 'Tyh , ® *£; UL ,:l 70 12.4..'".K/'/'.-.& ..... - Jit -11."Ill 1'1£141£ .• 1 1 - a.ill./illl,& -f-wai,6 =2-.ltillki .-- 1.1 .m REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED FENESTRATION FRONT ELEVATION 25%MIN LEFT ELEVATION 25% MIN REAR ELEVATION 25%MIN RIGHT ELEVATION 25% MIN BUILDING AVERAGE MASONRY VENEER /22%FRONT ELEVATION 113%LEFT ELEVATION * 34%REAR ELEVATION /11%RIGHT ELEVATION 120%BUILDING AVERAGE 70% PRIM. MAT.*39% 70% PRIM. MAT.114% 70% PRIM, MAT *15% 70%PRIM, MAT.*52% £ 30% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE . BOARD & BATTEN SIDING- N/A 30% CUMULATIVE N/A 30% CUMULATIVE N/A 30% CUMULATIVE NUA 30% CUMULATIVE N/A N/A SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE - 6-8· TO WEATHER HORIZONTAL SIDING 30% CUMULATIVE * 27% 30% CUMULATIVE i 63% 30% CUMULATIVE * 52% 30% CUMULATIVE N/A i 35.5% SECONDARY MATERIALS FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION BUILDING AVERAGE ACCENT 4· TO WEATHER HORtZONTAL SIDING 30% CUMULATIVE I 32% 30% CUMULATIVE *23% 30% CUMULATIVE * 33% 30% CUMULATIVE * 5% 131% MIN SHEET SF ATTACHED ELEVATIONS SDP-8.4 11111111NI I r t 1¥- 3•.»att . 19 1 0/ 1 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. OWNER'S CERTIFICATE WE, ARTHUR J. AHO, BARBARA J. AHO. GREGORY R. SKALLA, JOEL L. LUBKER, DAWN R. BEING THE OWNERS OF REAL PROPERTY CONTAINING 6.011 ACRES DESCRIBED AS FOLLOWS: A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. MORE PARTICULARLY DESCRIBED AS FOLLOWS: PLANNING COMMISSION CERTIFICATION RECOMMENDED FOR APPROVAL THIS - DAY OF ,20 BY THE WHEAT RIDGE PLANNING COMMISSION. COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN: CHAIRPERSON THENCE SOUTH 45'31'44" EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BFGINNING;LAND USE TABLE 09 \ - THENCE NORTH 89'37'29» EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY; THENCE SOUTH 00·12'57" EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAiD JEFFERSON COUNTY; USE SF RESIDENnAL AREA 138,948.9 OPEN SPACE/TRACTS 55,171 AREA OF RIGHT-OF-WAY 67.730 ACRES 11339.7 4035,37 3311.66 7 ACCEPTANCE OF DEDICATED IN REAL ' THE CIT¥ OF WHEAT RIDGE, COLORADO HEREBY ACCEPTS THE DEDICATION AND CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS, EASEMENTS, AND OTHER INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR PUBLIC PURPOSES. THENCE SOUTH 89'32'53- WEST. A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; SEC 16 CITY CERTIFICATION APPROVED THIS - DAY OF ,20 BY THE CITY OF WHEAT RIDGE. THENCE NORTH 0016'48" WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY * OF SAID PARCEL;SHEET INDEX | ATTEST THENCE SOUTH 89-32'53' THENCE NORTH 0015'01" THENCE SOUTH 89 32'53' THENCE NORTH 0015'01. WEST, A DISTANCE OF 149.24 FEET: WEST, A DISTANCE OF 160.00 FEET; WEST, A DISTANCE OF 273.50 FEET; WEST, A DISTANCE OF 19.63 FEET; DESCRIPTION SHEET NO. COVER SHEET 1 OVERALL LOT BREAKDOWN 2 LOT DETAIL 3-4 LINE & CURVE TABLE 5 ./ 1 -Iyx -1HAW CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR THENCE SOUTH 89'32'53" WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16: THENCE NORTH 0015'01" WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY UNE OF SAID NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING. V GENERAL NOTES. VICINITY MAP SCALE: 1"=NA DIRECTOR OF PUBLIC WORKS BASIS OF BEARINGS CONTAINING AN AREA OF 6.011 ACRES, (261,849 SQUARE FEET), MORE OR LESS. THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING MONUMENTED AT THE NORTH QUARTER CORNER BY A 3-1/4 ALUMINUM CAP STAMPED 'IS 13212 IN RANGE BOX AND AT THE EAST QUARTER CORNER BY A 3-1/4- ALUMINUM CAP STAMPED »LS 13212". ASSUMED TO BEAR NORTH 0016'53" WEST. 1. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE GRID BEARINGS DERIVED FROM RTK FAST STAnC GPS OBSERVATIONS AND ARE BASED UPON THE COLORADO COORDINATE SYSTEM OF 1983 NORTH ZONE (NAD 83, 1992), BETWEEN BROOMFIELD CONTROL POINT NGS PONY- AND BROOMnELD CONTROL POINT GPS No. 3"WHICH BEARS NORTH 6718'04 EAST. BETWEEN THE MONUMENTS SHOWN HEREIN. OWNER / SUBDIVIDER ARTHUR J. AHO JOEL L. LUBKER ARTHUR JOEL AHO REVOCABLE TRUST BARBARA J. AHO DAWN R. LUBKER ARTHUR JOEL AHO REVOCABLE TRUST STATE OF ) STATE OF 1 2. PROJECT COORDINATES ARE MODIFIED COLORADO STATE PLANE NORTH ZONE 83(2011) COORDINATES. THE COMBINED SCALE FACTOR USED TO CONVERT STATE PLANE COORDINATES TO GROUND COORDINATES IS 0.999718845. PROJECT COORDINATES CAN BE DERIVED FROM STATE PLANE COORDINATES USING THE FOLLOWING FORMULAS: PROJECT NORTHING = (STATE PLANE NORTHING / 0.999718845) PROJECT EAST1NG = (STATE PLANE EAS11NG / 0.999718845) 3. THE COLORADO COORDINATE SYSTEM SHOWN HEREON IS DEFINED AS SECOND ORDER CLASS 2, 1:20,000 AS DESCRIBED IN THE »GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICAnONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES AND/OR STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS" BY THE FEDERAL GEODEnC CONTROL- COMMITTEE. SURVEYORS CERTIFICATE 1. DON R. HULSEY. A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO. DO HEREBY CERTIFY THAT THE SURVEY OF QUAIL RUN FINAL PLAT WAS MADE BY ME OR DIRECTLY UNDER MY SUPERVISION ON OR ABOUT THE l OTH DAY OF MAY, 2018, AND THAT THE SURVEY IS BASED UPON MY KNOWLEDGE, INFORMATION AND BELIEF, IT HAS BEEN PREPARED IN ACCORDANCE WITH APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED AND APPLICABLE COLORADO STANDARDS OF PRACnCE, THE SURVEY IS NOT A GUARANTY OR WARRANTY, EtTHER EXPRESSED OR IMPLIED, AND THE ACCOMPANYING MAP ACCURATELY AND PROPERLY SHOWS SAID PLAT AND THE SURVEY THEREOF. ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF A.D , 20 , BY MY COMMISSION EXPIRES: ) SS COUNTYOF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF A.D , 20 , BY MY COMMISSION EXPIRES: 4. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY AZTEC CONSULTANTS INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS. AZTEC CONSULTANTS INC. REUED UPON TITLE COMMITMENT NO. ,WITH AN EFFECTIVE DATE OF PREPARED BY .ALL TAX INFORMATION, UENS, IF ANY. LEASES, DEED OF TRUST, RELEASES, ASSIGNMENTS, ASSUMPTIONS, TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGAnONS FOR THE PROPERTY SHOWN HEREIN ARE REFLECTED IN SAID TITLE COMMITMENT. 5, ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508. OF THE COLORADO REVISED STATUTES. DON R. HULSEY, P.L.S. 38291 LICENSED PROFESSIONAL LAND SURVEYOR FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC. NOnCE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 6. ALL DISTANCES SHOWN ON THIS PLAT ARE GROUND DISTANCES IN U.S. SURVEY FEET. NOTARY PUBUC NOTARY PUBLIC 7. FLOOD ZONE: THE SURVEYED PROPERTY SHOWN HEREIN LIES WITHIN OTHER AREAS ZONE -X". AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD GREGORY R. SKALLA STATE OF 1 ) SS COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF AD 8. A UTILITY EASEMENT IS DEDICAED AS SHOWN ON THIS PLAT.SUMMER CLARK STATE OF 1 ) SS COUNTYOF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS- DAY OF AD CLERK AND CERTIFICATE ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN. COLORADO. THIS DAY OF .20_ . 20 . BY MY COMMISSION EXPIRES: NOTARY PUBUC , 20 , BY MY COMMISSION EXPIRES: NOTARY PUBLIC JEFFERSON COUNTY CLERK AND RECORDER BY:DEPUTY CLERK FOR REVIEW FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC DEVELOPER DATE OF PREPARATION:2018-05-07 AZ 1 EC CONSULTANTS. INC. 300 Eisl 1,inerlive., Suite 1 1,1111oton, Colorado 80122 • Phone: (303) 713-1898 Fax: (303)71697=.1:leccon5,!Ii-om DEVELOPER DEV STREET ADDRESS SCALE:NA SOMEWHERE, COLORADO LAST REVISED: 5/9/2018 AzTec Prok No. 54818-17 Drawn By:NAK (303) 688-6868 SHEET 1 OF 5 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. - \ PONT OF COMMENCEMENT-\_ AH' cof2 61' sre,ow . 73. ..., A\ I.FOUND 3-/4ON ALUMINUM MONUMEN1 *1 1 1RmGE BO STAMPED U 13212 POINT OF BEGNNNG SKYLINE ESTATES ,- - I/ Or Sa . I 069 ITN L/ fuf£> J·+4 AL£-- /(/ SI>-Z7 FILING NO. 1, AMENDED REC. NO. F110835 NN89'3T29-E .421.14' 1 -7 1 01 12345678 1 1 9 1 C I LOT 16 \ /1 -0 21 :ItbiA WEST 53RD DRIVE / 12 / 1;1/ 11 1213 14 15 16 17 18 2 Cil 10 /- - - -TRACT E--- -i / IZ 4\ / 1 1\ 1 5/ 19 2021 22 23 24 25 26 11 1 ® 1 B' 1 | | LOT · 511 | | LOT '4 ' .01 13 TRACT A - - - - --TRACT- B 2 2 2 Z z | | 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 61 1 7 . Ill 8 *4 L L : 10 NE CORNER j i 1 REC. NO 2015097882 1 6 12 1 211 34 33 32 31 30 29 28 27 A I 1 13 ---- -TRACT E -- 1 | 35 36 37 38 39 40 41 42 14 YEST 53RD PLACE _ 7 10 1, TRACT C - S89'32'53"W 273.50' el 5i gl 7l 1 LOT 12 1/ 0 LOT 11 084% m 0- OT 10 MONUMENT SYMBOL LEGEND 1 0 SET NO. 5 REBAR WITH 1 -1/4" (ORNAGE) PLASnC CAPSTAMPED "AZTEC LS 38291' 2, FOUND NO. 5 REBAR MTH 1-1/4" AC STAMPED OPC KT ENG PLS 36561" ·- SECnION CORNER 1 1 , NO015'01*W 13.76' * |1 1 OT 9 i .Ar -S89'32'53-W 40.00' ,< I TRACT D 1 5250 QUAIL STMEAT M, CO 80033 :* / El1 / 1 0 /I lOT 8 REC NO. 2010101910 Z 6/ / 6 1 1 N\ / 1 1 1 1 90 1 7 1/ \1 / \ Ld 8 in N89*3:§53»E 149.24' U) 4 1 1 10, 7 1 LOT 6r /1/ mlSPICKLER K alm5T0PHER B FOR REVIEWk·i / 1 5230 QUAIL STWHEAT RIDGE, CO 80033 ; -OT 5// f< I (I) REC NO. 2008052592 5 FOR AND ON BEHALF OF/ 1 2 1 AZTEC CONSULTANTS, INC / 1 1 W 1/4 CORNER OF SECDON 16, TJW, R69%, 67H P.M. - FOUND 3-1/4"ON ALUMINUM MONUMENT IN RANGE BOX STAMPED -LS 13212' N89'32'53"E 447.89' 1 LOT 4 1 1 1 1 LOT 3 LAST REVISED: 589'32'53»W 7.69'7 2\? AZ 1 EC CONSULTANTS. INC. 5/9/2018 AITIc Prok No. 64818-V 300./MinernIAve.Suitel leton,Colond. 80122 Phonc: (303)71.61898 m: (303) 71'1897 Drawn By:NAK DATE OFDEVELOPERPREPARATION:2018-05-09 DEVELOPER SCALE:T-20' DEV STREET ADDRESS SOMEWHERE, COLORADO SHEET 2 OF 5(303) 688-6868 EAST UNE OF THE E 1/2 OF SEC. 17fi-1----------------- -N20·1653267139'------------- 7----- 77-f,(BASIS OF BEARINGS) QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. )5'31'44I- - _ \ POINT OF COK*ENCEI,ENT -INAW CORNER Of SE©nON ....94 'TH #\ P.AlrOUND 3-1/CON AL'.NUM MONUMEN' IN IRANGE SO SYAMPED U 132. 1 1 1 1 1 1 1 NE CORNER -1REC NO 2015097882 1 / / | POINT OF BEGINNNG SKYLINE ESTATES f A- ./, # sce. M t.S .0 ¢Uf P,4 0*1*-1 Ct$2£0 FILING NO. 1, AMENDED 120,0,£33836' -REC. NO. F110835 61¢NN8W3Z29ZE -471.14'1 A - 1/1 1----------------------7 10 112345678 11 1 1 91 WEST 53RD DRIVE___T____If_ __f_fol- -3 1% 0 5 1p )111 12 13 14 15 16 17 18 O 2tr) 8 3 Z -- --TRACT E- - - ---1 f) 10 i i4 1 5 19 20 21 22 23 24 25 26 11 TRACT A 2 2 2 2 33'CIE B- _ _ _ _ z 12 &91 1 6 34 33 32 31 30 2928 27 = 2 13 8 -- -TRACT E- -- |I hi1511 |gi 35 36 37 38 39 40 41 42 10 14 i i 1 WEST 53RD PLACE 1 \ TRACT C -- S89'32'53"W 273.50' N0015'01'W 13.76' b 0 LOT 16 LOT 5 LCT 4 -OT 13 LOT 2 LOT 11 CIO *am242 MONUMENT SYMBOL LEGEND 10 SET No. 5 REBAR WITH 1 -1/4" (ORNAGE) PLASTIC CAPSTAMPED "AZTEC LS 38291 2, FOUND NO. 5 REBAR WITH 1 -1/4 AC STAMPED "OPCKT ENG PLS 36561" -*- SECnON CORNER / 0444 L S8932'53-W 410.00' 1L 2 1 TRACT D - 1 5250 OIlAIL ST¥1{EAT RIDGE. co 80033 2 / 01 1 1 1 /&16 4 REC NO. 2010101910 @121 61 1 A i .1 W0<1 / / r / 4 1 lili ' 0 51 91 1 k N89'3@53'E 149.24' U) 0 / 6i / R \1 / \ / / 1 / /31< \ / SmICKLER CHEOPHER B 5230 QUAIL ST WHEAT RIDGE, CO 80033 REC. NO. 2008052592 FOR REVEW FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC W 1/4 CORNER OF SECDON 16, T3W, R69W, 61}1 P.M. - FOUND 3-1/4-ON ALUMINUM MONUMENT IN RANGE BOX STAMPED 15 13212" N89'32'53"E 447.89' OT 10 loT 9 | I. OT 8 | LOT 6 _07 5 LOT 4 S8932'53"W 7.69'n 2/? IN, 1 LAST REVISED:LOT :3 AZ 1 EC CONSULTANTS. INC. 5/9/2018 Azlec Prok. No, 54818-17 t 300//s,Miner•I Ave..Suite I 1.iltleton, Colorado 801 21 Phone: (303)7111898 Fax: (303) 713.1897 Drawn By:NAK DATE OFDEVELOPERPREPARATION:2018-05-09 DEVELOPER SCALE:7-20 DEV STREET ADDRESS SOMEWHERE, COLORADO SHEET 2 OF 5(303) 688-6868 EAST UNE OF THE E 1/2 OF SEC. 17 ---- - N0016'53»W 2641.89 (BASIS OF BEARINGS) /1%\ 55.50' 50.00'50.00 QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 'j 6.50'- SKYLINE ESTATES FILING NO. 1, AMENDED REC, NO. F110835 TRACT Q N89'37'29"E 471.14'REC Na Fl 10835 1 50.00'50.00'1 50.00 50.00'50.00'59.14' -----------------7- ------i-- ------- --+1- - -L 8' U.E. f) 1 10 15 4r . . 8 . 2 Whob> O 0 0 . CD .go O V o 0' 8' U E-*co 1 w 2 4 w 5 6 w 7 w 4,988 SF L 4.510 SF E 4.521 g t. 4.527 SF 4,532 SF 4,537 SF ' 8F 14 5 - 10.115 AC P 0.104 AC P 0.104 AC P 0.104 AC P 0.104 AC P 0.104 AC 4,885 SF ' 10 .0 w 10 '1 52 0.112 AC P , 9 8,621 SF 0.198 AC 1 A '1 1 h 1 -C LOT 16G U.E.1 48.00'50.00'50.00'50.00'50.00'50.00'50.00' S89-44'59-W 85.50' T S89·44'59-W 254.50 -- WEST 53RD DRIVE 27' 121 (54" WIDE PUBLIC RO>% pTO BE DEDICATED BY THIS PLAT 1 21 \ %\ W. -547-32'39"W 15.00' 1 N89'44'59"E 58.00 1200' 15,0 1.830 SF * 311 0.042 AC :0 + . -el 6 N89-44'59"E 58.00 r k, 9 4 10 b :0 1.177 SF 020.027 AC S89'44'59"W 58.00' 52 l 1,061 SF3 -e0.024 AC 9 37.47'18.29 18.29 32.45'32.45' 18.29 18.29'37.46' 589*44'59"W 74.50' S * b - b bo o•r, 2 . :W N :W M :W W :W N :w E w G Aw E Aw : 1 BE 2 00 c 06 2 ME c 0% C 03 c 00 2 02 .3 46 0 -6 P .-6 0 -- d P -- d * c d @ 4 6 P 46 P : - t )21= m=%=1=U kn rCh coo g 68 el 0 - M -Or Z U) Z Z (0 Z Z A )/1 1 r / 27.47' 18.29'18.29' 32.45'32.45'18.29'37.46' , N89·57'47"W 56.56' | 10 7,391 SF 0.170 AC 1 LOT 15 1 1 011 *42 1 %*20 0 "11 -0 k m1 bOY2-m 03 N89 44'59"E 58.00 1,177 SF4 0.027 AC S89'44'59"W 58.00' 1,947 SF5 0.045 AC S89·44'59"W 58.00' ® , TRACT A 3.523 SF 0.081 AC 589·44'59"W 254.50 i- -i - _ 0 27.47 18.29'18.29'32.45'32.45'18.29'18.29'37.46 TRACT E 42* R b : Rto 19.571 SF b : ..A &9 :Diw G BAW :W Di W0.449 AC z ER S R& E ge E BE E ** E Re S %0 E SE 1 0 m @2&=&= 3 4 &=B R &= 0 S 37.47 18.29 18.29'32.45'32.45 18.29' 18.29 37.46 S89'44'59"W 213.00'1 6,390 SF TRACT B 0.147 AC OO 37.47'18.29' 60.75'30.0 S® 5 -4-- 27'-2 1 LCT 14 1 1N 8' U.E.T- 15 kl 1 1 1S89'44'59 W 104.50' - -60 U.E. 1 1 111 |9 5.642 SFb by, 0.130 AC 0Oil 4 1 ..FOR REVIEW1 1 1| LOT 13§ 1 11 1S89·44'59"W 104.47'FOR AND ON BEHALF OF 1 AZTEC CONSULTANTS. INC1 18.29'18.29'37.46' 130.00'1 N0015'01 .00'*9 DEVELOPER589*44'59"W 213.00'UTE phon/:(303)71/189818.29' 32.45'32.46' 300 Egi Mineral Ave.. Suite 1 <-AU#on, Colondo SOIZZ DEVELOPER CONSULTANTS. INC.Fax: (303) 713-1897 ....le,cons'Itan/lorn DEV STREET ADDRESS SOMEWHERE, COLORADOSEE SHEET 4 LAST REVISED: 5/9/2018 AITIc Prok No. 54818-17 Drawn By:NAK (303) 688-6868 DATE OF PREPARATION-201&-05-09 SCALE:T-20· SHEET 3 OF 5 --- ---- ---Ill ----OTTAL RUN ROAn QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 3 S89·44'59"W 58.00' 1,542 SF60.035 AC N89·44'59"E 58.00' 1,177 SF70.027 AC S89·44'59"W 58.00' 1.061 SF80.024 AC b 'In bl * 0 LLI 2 L 0 to 0 8 - 0b In :1 TRACT ,_ 1 19,571 SF 1 0.449 AC E-- - - 589·44'59"W 213.00' 37.47'18.29' 18.29'32.45 32.46'18.29' 18.29'37.46' 2 R E. .-0b b b 2 2tq LOth W Qi 11 2 1% IN W A b W E : W + Di W * 85 2 1% 1% W ,8 §:.P N.LJ1-* i #3 E Re i ** 1% m.In - 0 10 .025 Sq b 52 h 22 te z m 6 01 § jE § AgmaNS 0 5 0m grn@m g (40 0 8 N Z 2 E:G(A 6: sp 27.47' 18.29'18.29'32.45 32.46'18.29'18.29'37.46 8 S89·44'59"W 254.50'N89'44*591 26.5(f - Ill--I.*- ----iil - ---- TRACT E 5 125,640 SF 15 i0.129 AC 1 11 1 1 1 1 S89·44'59"W 104.44'1 /01 12.1 1 0 *1 8 1* 1 5,639 SF 0.129 AC 1 1 1 , 1 1N89'44'59"E 58.00 b> el1,177 SF · --9 0N0.027 AC N89 44'59 E 58.00' to41 5 . 2,241 SF100.051 AC * 11 & N89·34'25"E 58.00'MOO' | 11= 27.47'18.29'18.29'32.45'32.46 18.29'18.29'37.46' N m * R & MN (C?th W N : w G : w G th W * 1% W : 1% W &; 1% W : 8, W Fi:9 r : 7 P LO * : 4.- a 31 9 1 01 - NO 2 53 2 35 2 53 : 53 3 53 2 53 5 1R &*@ 1% MER &R /9/4/ 1 2 1 37.47'18.29'18.29'32.45 32.46'18.29'18.29'37.46' S89·44'59"W 104.40' 14 5,637 SF O.129 AC 8' U.E.3 1 S89·44'59"W 104.37' LOT 11 1 1 1 1 1 WEST 53RD PLACE (42' WIDE PUBLIC ROW)27' 1 TO BE DEDICATED BY ™IS PLAT LOT O N894'25-E 85. so' 589-32'53"W 40.00 N89·34'25-E 254.50' N89·34'25"E 265.96' TRACT C 1,584 SF 0.036 AC L 589'32'53"W 273.50'd- 10015'01"W3.23 NOC'15'01"W 19.63'J SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 OT 9 LUBKER JOEL L TRACT D0 o L.3 24,103 SFLUBKER DAWN R 0 41 5 0.553 AC(D ..5250 QUAIL ST -0 WHEAT RIDGE, CO 80033 > 9 8n I REC No. 20}0101910 LOT 8 1 1 1 FOR REVEW1 1 1 FOR AND ON BEHALF OF 1 26.2 -1-26.50' ,N89-32'53'E 96.24'AZTEC CONSULTANTS. INC0 17 1N89'32'53"E 149.24' 2018-05-09DEVELOPERDATE OF PREPARATIONUTE c Phone: (303) ll.b:898 -'300Eas'MIneratA,•.Suitel [.Illon. Color,do 80121 DEVELOPER CONSULTANTS. INC.Fox: (303)713-1897 -.rlecconsullann.com SEE SHEET 5 DEV STREET ADDRESS SOMEWHERE, COLORADO LAST REVISED: 3/14/2018 Az.Toc Proj, No.: 54818-17 Drawn By:NAK (303) 688-6868 SCALE:r.20 SHEET 4 OF 5 ---------------- ---- QUAIL RUN FINAL PLAT A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SEE SHEET 4 0 n 0 1in 5 10 1 2&50' .1.2/50' _ 0 N89'32'53"E 96.24' 1 a N89'32'53"E 149.24'1 _01 7 1 _OT 6 CURVE TABLE SKYLINE ESTATES FILING NO. 2 BK 172 PG 60 CURVE DELTA RADIUS LENGTH Cl 90-00'00 7.50'11.78' C3 71'40'56"17.50'21.89' C4 37'02'45 12.50'8.08' 05 90·00'00 10.00'15.71' SmICKLER CHRISTOPHER B 5230 QUAIL ST MIEAT RIDGE, CO 80033 REC. NO. 2008052592 I (6 90·00'00"10.00'15.71' 1 (7 90·00'00"10.00'15.71' C8 9000'00 10.00'15.71' LO- 5 1 1 1 LOT 4 1 1 22 1N89'32'53"E 447.89'--4 1 LOT 3 E-------------7 -S89'32'53»W 7.69' WEST 53RD AVENUE ----- ---- - -----FOR REVIEW -1 F LOT 1 FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC U 1 EEC CONSULTANTS. INC. 300 East liner,] A. e.. Suite I I,litleton. Colorado 80}22 'Phone: (303)71'1898 inx:(303)71;1897-w#*on,gllants,om DEVELOPER DEVELOPER DEV STREET ADDRESS DATE OF PREPARATION: SCALE: 2018-05-09 r-20 SOMEWHERE, COLORADO SHEET 5 OF 5| LAST REVISED: 5/9/2018 A.Toc Prok N. 54618-17 Drawn By:NAK (303) 688-6868 - C:\Users\tfrazier\Documents\Drawing3.dwg tab: 11*17 May 08, 2018 -4:48pm tfrazier TRACT Q SKYLINE ESTATES n W. 54TH AVENUE FILING NO. 1 (RIGHT OF WAY VARIES) 1 -x--X- TRACT A 1 2 3 4 5 6 7 8 9 L 11 11 LO 16 W. 53RD DRIVE - 111111 EX 8' UTILITY ESMT 1 1 11 12 13 14 15 16 17 18 7 )1 2 r.),j 10 3 EX 20' TRACT E 4 DRAINAGE ESMT-h\\-'.-, LOT 14 F5 26 25 24 23 22 21 20 19 3<1 1 11 .07- 13-|-TRACT A =b'11111 Z 0 - h r--1 rk 12 6 27 28 29 30 31 32 33 34 1-0.12 7 D 0 0 13 8 TRACT E Z 0 U) 9 LU '< ILO/1111 1 14 1 42 41 40 39 38 37 36 35 Ll_ C; 111111 -3 1 W. 53RD PLACE !0110 MANT - r////////719///A TRACT D 1-19 1 11 1 -11- 1 LO 8 EX 0.75' -X- I I LO 13 11 EX 0.75' 0 30 60 120 FENCE DETAIL 1" = 10'SCALE: 1" = 60' QUAIL RUN DATE 02.27.2018 DRAWN TJF CHECKED TJF R-ER!=AN D SKYLINE ESTATES EXHIBIT APPROVED TJF / Where Great Places Begin 7202836783011*e tilt/Ion. CIA"ado®120 PROJECT NO.18005 WHEATRIDGE CO Z lilli" QUAIL STREET VOVABV =10 X113 133HS 2 54- il u GR 1 -f-L-- ,6/submitted BY APPOINTMENT with a Citv oi planner. Incomplete applications will not9 W heatRidge be accepted-refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Wonderland Homes Phone 303.567.7636 Email oherron@wonderlandhomes.com Address, City, State, Zip 8246 Northfield Blvd Building J Suite 2600 Denver Co 80238 Owner Schal Investments, LLC Phone 303.816.8187 Address, City, State, Zip 665 s Decatur Street Denver Co 80219 Email summer2clark@qmail.com Contact Redland % Travis Frazier Phone 720.283.6783 Email tfrazier@redland.com I Address, City, State, Zip 1500 W Canal Court Littleton Co 80120 (The person listed as contact will be contacted to answer questions regarding this application. provide additional information when necessary, post public hearing signs. will receive a copy of the staff report prior to Public Hearing. and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 5392,5372 Quail Street Wheat Ridge Co 80033 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions 61 Planned Development (ODP, SDP) 7 Planned Building Group 7 Temporary Use, Building, Sign Variance/Waiver (from Section 26- O Special Use Permit O Conditional Use Permit 7 Site Plan 1 Concept Plan ) 1 Right of Way Vacation Subdivision - specify type: 7 Administrative (up to 3 lots) O Minor (4 or 5 lots) R1 Major (6 or more lots) O Other: Detailed description of request: Proposed the construction of 14 single-family detached homes, and 42 townhomes (provided in buildings of four and five homes). I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent ofthose persons listed above, -without whose consent the requested action cannot lawfully be accc - - - Applicents other than owners must submit power-of-attorney from the owner which approved of this actio Notarized Signature of Applicant State of Coloradg County of /JULL'i< }ss implis ed *n on i be The foregoipg instrum.ent (Land Use Processing Application) was acknowledged by me this 7 day of At. 62P ,20-by dol 04 0' HurD A ERIN J*EAN MOORE , NOTARY PUBLIC - STATE OF COLORADO My commission expires Ot / 40 /20<*'My Identification # 20164001010 Expires January 11, 2020 To be filled out by staff: Date received Mol 18 2 01 %Fees 23%.40 + 2193.25- Comp Plan Design.Receipt No. COADIS.,11 CBAO/&DD Related Case No. 102- 1-H Pre-App Mtg. Date 0-22 - 12 Assessor's Parcel No. 39 -1 67- M -601 tool Current Zoning 22 h Size (acres or sqft) .51 29 ar re g Proposed Zoning CaseNot)5-18-t>} to€ -1%-/3 Quarter Section Map Nu314 Case Manager Lld|.ce 5242 Current Use Proposed Use EL.Af uity of ....c,t Als,Fi 60,12/2..18 to:60 .9-0 ZO,:ING APPL..i,;Iu.1 FE,3 014,1 3011 n•,611,-, ) , f .2 20. :10.6 AIP ..iCAT10;4 FEE- 3-D Ll.,i..£1 RiI,Ii,J.-wL,Ln, r,-6 2. J. U 2.1:-A: TCIAL T 1.-COi;CD ..:ali . 21367 2,395.60 -i •AD. EL 59.P Cit, of ..heat .14. 60/ L./6 ...4 13:37 :A.A £J;!Il .6 cEIT.buRSSIENT fEcS M . 6.2)10•0619 Ar.04 6 f..58 ZO.;I..3 REI,;Bu;ASE„ENT kt .L-. eu 7,3. Z[,SING A.·PLI.ATION FLES,2,063.25 At.....7 :,-0.-iVEd ;11.JL" 1 i C.liC: 231366 4 18?.23TOiHL4.OC•CJ Rev. 7/2015 61 *r¥VlatR#jge - COMMUNII¥DEVELOPMENT Submittal Checklist: Specific Development Plan (SDP) Project Namei Quail Run Project Location: 5352-5392 Quail Street Application Contents: The specific development plan (SDP) is a site plan for property that is zoned planned development. The SDP must be approved with or after an outline development plan and before right-of-way or building permit applications may be submitted. The SDP illustrates a site layout and building elevations for one or more phases of development and demonstrates feasibility through preliminary or final engineering. x 1. Completed, notarized land use application form x 2. Application fee x 3. Signed submittal checklist (this document) x 4. Proof of ownership-e.g. deed X 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) x 6. Mineral rights certification form -X7. Approved legal description on the Current City Datum with proper section and PHAC ties per City Geodetic Requirements, in Microsoft Word format x 8. SDP document-see form and content requirements below Two (2) full size paper copies (24" x 36") One (1) reduced size paper copy (11" x 17") AutoCAD .dwg file format-confirm acceptable version with city staff x 9.One (1) color reduction of building elevations 10. Civil documents, if required x 11. Written request and description of the proposal x Include a response to the SDP review criteria-these are found in Section 26-305.D x 12. EledWonic (Adobe.p'cr Cs of all submittal documents=these may be provided via email, CD, DVD, or USB flash drive Form and content of Specific Development Plan: Note: SDP amendments may not require all items listed herein. Required content will be determined at the pre-application meeting. Project information 6 1. Title of document - centered at top of page in the following format: [Name] Planned [Commercial/Residential/Industriall ] Development A Specific Development Plan in the City of Wheat Ridge, Colorado A Part of the 1/4 Section, Township 3 South u A 2. Vicinity map 4 3. Scale and north arrow-scale not to exceed 1"=100' E 4. Date of plan preparation and name/address of who prepared the plan 45. Legal description *06. Appropriate signature blocks - see cover sheet handout 07. Signed surveyor's certification Community Development Department · (303) 235-2846 · www.ci.wheatridge.co.us / 8. Case history with applicable land use case numbers 4 9. Ownership/unified control statement, if applicable 4 10. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project 1 11. Character of development - summarize in paragraph form the character of the project 0 12. Description of amendment, if applicable 9 13. Site data in tabular form (numeric and percentage), including the following: a. Total area of property, gross and net b. Building coverage c. Amount of open space required and provided-include breakdown of usable open space, hardscaped open space, and landscaped open space d. Number of parking spaces required and provided e. Gross floor area by use f. Number of residential units and density i 14. Justification of provided parking ratio, especially where shared parking is proposed Sample Site Data Table [more or less information may be required depending on the development proposal] Existing zoning Proposed land use Total area facres/sq ft] gross facres/sq ft] net Lot #[acres/sq ftl Lot #facres/sq ftl Floor area by use [Usel sq ft fusel sq ft Required/Allowed Proposed Lot size sq ft sq ft Building coverage %max / sq ft max % /sq ft Open space/landscaping %min / sq ft min % /sq ft Useable %min / sq ft min % /sq ft Sod %max / sq ft max % /sq ft Hardscape %max / sq ft max % /sq ft Parking Standard # Accessible # # Bicycle # # Site plan 4 1. Legend 2. Scale and north arrow (scale not to exceed 1 "=100')-12-3. Property lines and dimensions 4 4. Adjoining property lines, buildings, access, and parking f 5. Location of improvements that are proposed and those that are existing and will remain: - a. Buildings-identify floor area, setback dimensions, proposed land use - b. Parking and loading areas-identify handicap parking - c. Open space/landscaping-identify size (sq ft) and type (eg living, sod, hardscape) - d. Fences, walls, or hedges-identify height and material - e. Exterior lighting - f. Signs-identify type and height .. N - g. Trash containers or storage area--identify height and material of screen walls ' h. Areas for outside storage/display-identify height and material of screen walls &_6. Easements, utilities, or other encumbrances that may impact development 17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams-if applicable 1-8. Streets and rights-of-way both adjacent and within the site-include names, widths, location of centerlines 19. 100-year floodplain-if applicable Landscape Plan 1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1"=100') 3. Legend 4. Property lines and dimensions 5. Proposed buildings and parking areas 6. Proposed open space/landscape areas-identify dimensions/square footage 7. Proposed materials for all landscape and hardscape areas-identify type of ground cover, pavers, and plant material 8. Schedule of proposed plantings, including: a. Amount of open space required and provided-include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees b. Species name-common and botanical c. Quantity of each species d. Size of plants/trees-gallon size of container, caliper or height of trees e. Type of ground cover f. Quantity of ground cover-identify total size in square feet and as a percentage of total open space g. Supplementary notes-regarding irrigation, size of plant container, balled and burlapped, depth of non-living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Required Proposed Open space/landscaping % min / sq ft min % /sq ft Useable %min / sq ft min % /sq ft Sod %max / sq ft max % /sq ft Hardscape %max / sq ft max %/sqft On-site trees # # On-site shrubs # # Street trees # # Trees Qty Botanical Name Common Name Shrubs Qty Botanical Name Common Name El Street Trees Qty Botanical Name Common Name E! Building Elevations 4 1. Title of document (centered at top of page) 4 2. Detailed elevations for each fagade 4 3. Detailed elevations for accessory structures 4 4. Detailed elevations for trash enclosures/screen walls € 5. Material and color information * 6. Structure dimensions-overall building height, overall building width, floor-to-floor heights < 7. Summary table of materials and transparency by fagade-where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Required Proposed Ground floor transparency Fagade A %min / sq ft min % /sq ft Fagade B %min / sq ft min % /sq ft Secondary material (EIFS/CMU/metal panels/sidingE] ) Fagade A %max / sq ft max Fagade B %max / sq ft max % /sq ft%/sqft Streetscape Plan DIA It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape Design Manual for streetscape design requirements. 1. Title of document (centered at top of page) _2. Scale and north arrow (scale not to exceed 1"= 100') _3. Location of all existing and proposed streetscape elements/furnishings, including: a. Sidewalk and amenity zones-location, dimensions, materials b. Street trees-identify spacing dimensions c. Street lights d. Pedestrian lights e. Street furniture-benches, trash cans, etc f. Bus stops -9. Signs h. Irrigation system i. Utilities and utility boxes i. Curbs and ADA ramps _4. Schedule of proposed plantings, including: a. Species name-common and botanical b. Quantity of each species c. Size of plants/trees-gallon size of container, caliper or height of trees d. Type of ground cover e. Quantity of ground cover-identify total size in square feet and as a percentage of total open space f. Supplementary notes-regarding irrigation, size of plant container, balled and burlapped, depth of non-living material/rock/bark, etc _7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number c. Color d. Quantity Photometric Plan 1,2*- 1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1 "= 100') 3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in- foot candles or as isoilluminance curves 4. A fixture schedule that includes all luminaries shown on the plan and specs for each fixture: a. Manufacturer and model a. Fixture type and wattage b. Mounting height of all fixtures _5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures (these may be provided separately from the plan sheet, if appropriate) Aerial Perspective - if required 1. Title of document (centered at top of page) 2. A blackline aerial perspective or "birds'-eye-view" image of the project shall illustrate building location, layout, bulk, and height in three dimensions. Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required).' 1. Trip generation letter or traffic study _2. Drainage report and plan _3. Civil construction plans _4. Stormwater management plan (SWMP) _5. Stormwater operations and maintenance manual (O&M Manual) As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (29 full review, I will be subject to the applicable resubmittal fee. Datesignature: :S> K.,16 Name (please print):Phone: 303. 875-7193 5 Waterstone Review Comments Filing 1 Construction Drawings 1. AGP Elevation Certificate note. Discuss presentation. 2. Review Kinder Morgan and Xcel Agreements 3. Roadway Edge Drain a. Locations and design info 4. Coal Creek Bank Protection 5. License Agreement a. Pending - home builder to execute 6. Construction Phasing - See Sheet 4 7. Range Boxes - none needed according to surveyor 8. Existing Mississippi Avenue storm sewer Q and HGL 9. Curb Returns 10. Extend stubs under sanitary sewer 11. Copyright note on CDS Units. Options? Filing 1 Drainage Maps and Report 1. Sump inlet overflow paths 2. Show TOF on Drainage Plans? Is that top of foundation and or finished floor? 3. Easements for ponds 4. Drainage easement for outfall Filing 2 Comments that may affect Filing 1 1. Variance log 2. Sump inlet calculations - Sheet 6 3. CLOMR info in the drainage report 4. Detention Pond A 3:1 slope 5. Rear lot elevations along Pond A 6. Inlets at each PCR 7. Single ramp detail? 8. HGL for storm sewer 9. Knuckle eyebrow sizes 10. Additional Comments for review 1. Show PIP on CDs? 2. Recorded at o'clock M., Reception No. . RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO WARRANTY DEED RECEPTION NO. 90047858 'I'!IIS DEED. Made this 31st day or MAY 06/07/90 14:20 15.85 1990 between STEPHEN R. WACHTER AND ANNA K. WACHTER of the County of JEFFERSON and St.itc of COLORADO. grantor. and GREGORY H. SAA].1.A whose legal :,ddress is 5290 QUAIL %'1 REET. WHEATRIDGE, COLOHA!)O 80030 of the County of J El-TERSON und Stutc of COLORADO. grantee: WITNESSETH. That the grantor. for and in consideration of the sum of ONE IIUNDRED EIGIETTHOUSAND FIVE HUNDRED AND 00/100:hs DO!.LARS. ($108,500.00) the receipt and sufficiency of which is 1.creby ocknowledged. has granted. bargained. sold and conveyed, and by these preseots docs grant. bargain. sell, convey and confir:n unto the grantee, his heirs and assigns forever, allthe real properly toilether wirti imp:·ovementh h :sny. ·Un,t,,te, lying and being in the County or JEFFERSON, and State of Colorado, described a. fullow.: 111£ NOR'111 7 ACRES O¥ 11]E W}:ST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOU'NGE 69 WEST OF THE 6'ri I P.M.. EXCEPT THE NORTH 350 FEFT AND THE SOU-1 FEET THEREOF.TOGETHER WITH AN EASEMENT FOR ROADWAY 15 FEET WIDE USIVE OF DITCHES OVER AND ACROSS THE WEST 15 FEE'I OF THE SOUTHEAST 1,THWEST 1/4 EXTENDING SOUTHWARD TO THE 1*11)GE HOAD FOR INGRESM AND EGRESS TO THE PROPERTY HEREIN CONVEYED FOR Al.L PURPOSES.:lt.Ld /4,6 406)COUNTY OF JEFERSON STATE OF COLORADO 064 '. EXCL f 4/NO H 1.-'f· -,r -r-,L ORADO 0/4,32 .4 3 14:(>4 also known by street und number as S290 QUAIL STREET, WHEATRIDGE, COLORADO 80030 roc; E.'1111·.R with at! und singular the hereditaments and appurtenances thereunto belonging. or in anywiseappertaining and the reversion and level·sions, remjinder and remainders. rents, issues and profits thereof. and atl the estate, right. title, interest, claim .ind demand whatsoever or the grantor, either in law or equity. or. in and to the above bargained premises. w ith the heredituments .ind appurtenances. TO HAVE AND TO HOLD the said premises above borgaimed and described. with the appurtenances. untotile grantee, his heirs and assigns forever. And the grantor, for himself. his heirs and personal representatives, does covenant. grant. bargain and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presen' S. he is Well seized of the premises above conveyed, has good, sure, perfect, absolute and indefcasible estate of' inheritance. in law, in rec simple, and has good right. full power and lawful authority to grt,nt, borg:tin, *:11 anct convey the some in nuinner and form aforesaid, and that the some are free and clear from atl former and 01 her grants, borguins. sales. liens. taxes. assessments, encumbrances and -murictions of whatever kind or nature :ocrer. except for taxes for the current year, a lien but not yet due orf P'3ble, ca,rments. restridionN. re.crvalions. covenants and rights-of-way of record, if any, N . I'he grumer shall und will and pcaccab le possession of the claiming the whole or any part The singular number shall applicable to att genders. IN WI'!3105% W]Ii:REOIL . STATE 01· COLORADO COUNTY OF BOULDER WARMANT ANt) 10111:VER !)1.1'1:Nt) the above-bargained premises in the quietgrantee, hir heirs Lind a.signs. against all anti every person or persons lawfully t hereor. include the plural. the plurul the singular. and the use of any gender shall be the grantur has executed this deed on the date set forth above. 3 LL/? w .ck STEPHEN R. WACHTER 4 I /0/ '* 1 ANNA K. WACHTER 1befetrgoing in.Uridnicnt w.,34 4,·knou·ledged bet ore me this 315,t day of MAY .1993 by STEPHEN R. WAC11-1'1:R AND ANT.% k. WAc'Ill_£11.4 .. f :11. /92 1Uotar¥ Pubtac dy (jtunmissiexpi:@b; 7/25, STATHC:.:4 yo 49 59- STATE DOCUMINTARY.FEE - 40 2+ p.# It ' 0.2 € SEP J..1993 ..3 JUN 7 -1990 .. - - -- Il./-.I .-'-- .-..- . -/.--. L'.I.----/# TREASURER'S DEED KNOW ALL MEN BY THESE PRESENTS, that, whereas, the following described property, viz: A strip of land lying between the West 14 acres and the East 26 acres of the SE1/4NW1/4 except the )-1 South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th P.M. situated in the County of Jefferson and State of Colorado, was subject to taxation for the year (or years) A.D. 2008 AND 2009; The above described parcel is covered by Certificate # 200901887 and khedule/PIN 300210600 And, Whereas, the taxes assessed upon said property for the year (or years) aforesaid remained due and unpaid at the date of the sale hereinafter named; and, whereas, the Treasurer of the said County did, on the 21st day of October A.D. 2010, by virtue of the authority vested in him by law, at the sale begun and publidy held on the day of 21, October A.D. 2010, expose to public sale at the office of the Treasurer in the County aforesaid, in substantial conformity with the requirements of the statute in such case made and provided, the tax lien on the real property above described for the payment of the taxes, delinquent interest, and costs then due and remaining unpaid on said property; And Whereas, At the sale so held as aforesaid by the Treasurer, no bids were offered or made by any person or persons for the tax lien on said property, and no person or persons having offered to pay the said taxes, delinquent interest and costs upon said property for said year(s), and the Treasurer having become satisfied that no sale of the tax lien on said property could be had, therefore the said tax lien on said property was by the then Treasurer of the said County, stricken off to the said County, and a certificate of sale was duly issued therefor to the said County in accordance with the statute in such case made and provided; And Whereas, The said Jefferson County, acting by and through its Treasurer, and in conformity with the order of the Board of county Commissioners of the said County, duly entered of record on the 20TH day of JUNE, A.D. 2017 , (the said day being one of the days of a regular session of the Board of County Commissioners of the said County), did duly assign the certificate of sale of the tax lien on said property, so issued aforesaid to said County, and all its rights, title, and interest in said property held by virtue of said sale to SUMMER CLARK whose street address is 5392 QUAIL ST, City or Town of WHEAT RIDGE , County of JEFFERSON and State of COLORADO for the sum of TWO HUNDRED FORTY SEVEN DOLLARS and SIXTY THREE CENTS, And, Whereas, the said SUMMER CLARK has paid subsequent taxes on said propeny to the amount of TWENTY THREE DOLLARS and FIFTY THREE CENTS; And, Whereas, more than three years have elapsed since the date of the said sale and the said property has not been redeemed therefrom as provided by law; And, Whereas, the said property was valued for assessment for that year at the amount of 200; And, Whereas, all the provisions of the statutes prescribing prerequisites to obtaining tax deeds have been fully complied with, and are now of record, and filed in the office of the Treasurer of said County; f., '' I : 1 r R SO.00 11 i , 1., 1 D SO.002017111852 10/31/2017 07:33:17 AM 2 Page(s) JEFFERSON COUNTY, Colorado TREASURER'S DEED Page 1 E\.6 Now, Therefore, 1, Tim Kauffman, Treasurer of the county aforesaid, for and inconsideration of the sum to the Treasurer paid as aforesaid, and by virtue of the statute in such case made and provided, have granted, bargained, and sold and by these presents do grant, bargain, and sell the above and forgoing described real estate unto the said SUMMER CLARK whose street address is 5392 QUAIL ST, WHEAT RIDGE, COLORADO 80033 her heirs and assigns, forever, subject to all the rights of redemption by minors, or incompetent persons, as provided by law. In Witness Whereof, 1, Tim Kauffman, Treasurer as aforesaid, by virtue of this authority aforesaid, have hereunto set my hand and seal this 30 day of OCTOBER A.D. 2017. /7 U ill Treasurer of Jefferson County, Colorado Certificate of Purchase Number 200901887 Schedule No. /PIN 300210600 STATE OF COLORADO COUNTY OF JEFFERSON The foregoing instrument was acknowledged before me this 30-05 Tim Kauffman as Treasurer of Jefferson County. day of Oc:40,6r, 2017, by Witness my hand and official seal. My commission expires 10 -(6- 6.1 (Official Seal) DENISE D. BODE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19944009548 MY COMMISSION EXPIRES OCTOBER 16, 2021 '&-022 1 k* 100 JEFFERSON COUNTY PARKWAY GOLDEN, COLORADO 80419-2520 Mailing Address for Future Tax Notices: SUMMER CLARK 5392 QUAIL ST WHEAT RIDGE CO 80033 TREASURER'S DEED Page 2 0 SEAL :3 fl ic P RECEPTION NO.F1597196 1RDED IN JEFFERSON COUNTY, COLORADO/#222 9:56:04 PG: 001-0016.00 DOC. FEE:0.00 WARRANTY DEED Grantorts),Arthur J. Aho and Barbara J. Aho, as Joint ' c.- r . Tenants whose legal address i#300 Quail Street, Wheat Ridge, CO 80033 *County of Jefferson and State of Colorado ,for the consideration of Ten dollars and no/100 DOLLARS. in hand paid, hereby sell(s) and convey(s) to AFEHUR JOEL AHO REVOCABIE TRUST whoselegaladdress is 5300 Quail Street, Wheat Ridge, CO 80033 County of Jefferson and State of (blorado the following real property in the County of Jefferson and State of Colorado, to wit: An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SE'/1 of the NW'/1 of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1 -M inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SEM of the NWY and that part ofthe Northeast 1/4 ofthe Southwest M North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as:5300 Quail Street, Wheat Ridge, CO 80033 assessofs schedule or parcel number: with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the current year and subsequent years, covenants, easnents, restrictions, andrreservations of record, if any. Signed thisSTATEDOCI.11BYFEEOCT 3 0 2002 18th day of October , Barbara J. Aho A #bOAJA/&4- 9 . q m. STATE OF COLORADO i SS. 'County of Arapahoe The foregoing instrument was acknowledged before me this 18th day of October ,20 02 by Mulutjk And Barbara J. Atn #3?-0-9,My (305- .....Uly .... a.u vul.1,11 g E N3)111HOS i F oi'V )1081Vd ie F -*Where applica,•1Mt fity and"/0 2 .-I Notary Public Name ind Address of Fer,£,0 Creatin: Newly Created t.4,1 De=imion (§ 38.33-106.5, CU) No. 897. Rev. 4-94. WARRANTY DEED (Short Foem) * is=.0 runils/ng. i ill waza= at.. -..... Ova,/ -- .Jv.u ./.·,-n,u- ---·--••-Up-,1-·-·I.----- - -·70 -67 :1 h RECEPTION HO. F 1597193 10/30/2002 9:56:04 PG: 001-001 PAGE FEE:6.00 DOC. FEE:0.00 RECORDED IN JEFFERSON COUNTY, COLORADO WARRANTY DEED Grantor(s),Arthur J. Aho and Barbara J. Aho, as Joint Tenanns whose legal address is 5300 Quail Street, Wheat Ridge, CO 80033 *County of Jefferson and State of Colorado ,for the consideration of Ten dollars and no/100 DOLLARS, in hand paid, hereby sell(s) and convey(s) to BARBARA JEAN AHO REVOCABLE TRUST whose legal address is 5300 Quail Street, Wheat Ridge, CD 80033 County of Jefferson and State of the following real properly in the County of Jeffersan Colorado, to wit: An undivided one-half interest in the following property: Colorado and State of North 350 feet the West 14 acres of the SE'/4 of the NWK of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1-% inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SEK of the NW'/4 and that part ofthe Northeast A of the Southwest W North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as:5300 Quail Street, Wheat Ridge, CO 80033 assessor's schedule or parcel number: with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the current year and subsequent years, covenants, easements, restrictions and reservations of record, if any. Signed this 18th day of October Ar<3'lt..«,114'*J v . 626 EartiES_& 3. *13 / ' STATE OF COLORADOCounty of Arapahoe ss. The foregoing instrument was acknowledged before me this 18th day of October ,20 02 , by Arthur J. AbAMi.Barbara J. Aho ' ' d off}cial seal. ires: 1 /*mr i N3)111HOS9. ·: -y yolulvd*Where appli„Cil sert "City and'Notary Public witnes.my nana an164isspgAP Name and Address of Pcrmon Creating N,viy Created Le*11 De:criplion (§ 3&-3106.S CRA) No. 897. Rev. 4-94. WARRANn' DEED (S- Form) 02 Bradford Publishing, 1743 WaZec SL. Denver. CO 80202 - (303) 392-2500 -www.bradfordpublishing.com - 8-01 STATE DOCUARY FEE"' ... 72 OCT 30 2002 2010101910 11/15/2010 10:09:19 AM PGS 1 $11.00 DF $35.25 Electronically Recorded Jefferson Countv CO Pam Anderson, Clerk and Recorder TO1000 Y Warranty Deed (Pursuant to 38-30-113 C.R.S.) State Documentary Fee Date: November 12, 2010 $ 35.25 THIS DEED, made on November 12, 2010 by LESTER M. COOK AND IRENE E. COOK REVOCABLE LIVING TRUST, U/D/r 11-20-86 Grantor(s), of the County of JEFFERSON and State of £13 1 0 2/3,-7*for the consideration of ($352,500.00) *** Three Hundred Fifty Two mousand Five Hundred and 00/100 *** dollars in hand paid, hereby sells and conveys to JOEL L. LUBKER AND DAWN R. LUBKER Grantee(s), as Joint Tenants, whose greer address is 5250 QUAIL STREET WHEAT RIDGE, CO 80033, County of JEFFERSON, and State of COLORADO, the following real property in the County ofJefferson, and State of Colorado, to wi/04 02- THE SOUTH 160 FEET OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THE WEST 40 FEET THEREOF. also known by street and number as: 5250 QUAIL STREET WHEAT RIDGE CO 80033 with all its appurtenances and warrants the title to the same, subject to a#taxes and assessments for the year 2010 and the matters stated in Section 13 (transfer of title) of the Contract to Buy and Sell Real Estate (a) those specific Exceptions described by reference to recorded documents as reflected in the Tide Documents accepted by Grantee(s) in accordance with Section 8.1 (Tide Review); (b) distribution utility easements (including cable TV); (c) those specifically described rights of third panies not shown by the public records of which Grantee(s) has actual knowledge and which were accepted by Gramtee(s) in accordance with Section 8.2 (Matters not Shown by the Public Records) and Section 8.3 (Survey Review); 08 inclusion of the Property within any special tax district; and; (e) other NONE LES'IER M. COOK AND IRENE E. COOK REVOCABLE LIVING TRUST, U/IXI- 11-20-86 -2*hn,-614 -2,/vy, '66NNIS JOY PALIARO, SUCCESSOR TRUSTEE State of COLORADO ) ) SS. County of ADAMS ) The foregoing insto,ment was acimowledged before me on this day of November 12, 2010by DONNIS Jj)*ALLARO AS SU«ESSOR TRUSTEE OF THE LESTER M. COOK AND IRENE E. COOK REVOCABLE LIVIP yr 11-20-86 MARK D. HOTT 1 NOTARY PUBUC , Notary Public ' STATE OF COLORADO 1 My commission expilrs My Commission Expires Apr. 09.2011 4{:79' U/1 When Recorded Return to:JOEL L. LUBKER AND DAWN R. LUBKER 5250 QUAIL STREET WHEATR[DGE, CO 80033 Landl-Itle Form 13084 09/2008 wd.odt Warranty Deed (Joint Tenant)K70288074 {10639330}CLA*r.•Al CualpAMY .. 720.283.6783 Office4514ND1500 West Canal Court Littleton, Colorado 80120 Where Great Places Begin R, REDLAND.COM May 10, 2018 Mr. Zachary Wallace City of Wheat Ridge 1682 Anywhere Street City, CO 80000 Re:Quail Run- SDP Written Request Dear Zach, Please accept this letter on behalf of Redland and the project team for Quail Run in Wheat Ridge. Wonderland Homes will be the developer of the lots with architecture by DTJ Design. Redland will be providing civil and landscape design services. The team is submitting a Specific Development Plan and Final Plat for the property located at the southeast corner of W 54th Avenue and Quail Street in Wheat Ridge, Colorado. The project involves the development of 6.01 acres and will provide 14 single family detached homes and 42 townhomes in 10 buildings with a mix of 4 and 5-unit townhomes. A community landscape space is provided through the center of the site. The following review criteria for SDP's are provided in Wheat Ridge Municipal Code Section 26- 305.D. We offer the follow responses to these criteria: 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of this article; and The SDP is second phase of the PD process. The purpose of a PD is to establish a well-designed and innovative development. We believe our application meets these requirements. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan; and 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan; and 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan; and The team worked hand in hand during the preparation of the ODR No major deviations are requested from the ODP document. The design intent, uses and development guidelines provided in the ODP are adhered to with the SDR SINAN D 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity; and The team has been discussions with utility providers. Clear Creek Valley Sanitation District has agreed to provide sewer service to the property with the applicant extending a main to connect to their existing system. Valley Water District has agreed to supply water and has infrastructure in adjacent 54h Avenue. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards All applicable design codes and standard will be adhered to with the SDP and throughout the development process. If you have any questions or need additional information or documents please let me know My email is Tfrazier@redland.corn. The team looks forward to working with the City of Wheat Ridge to create a successful development. Travis Frazier, PE Project Manager Quail Run -Written Request May 10, 2018 Page 2 of 2 LAND SERVICES OIL AND GAS TITLE P.O. Box 336337 Greeley, CO 80633-0606 Phone (970) 351-0733 Fax (970) 351-0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION (SCHAL Investments, LLC Property) Subject Property: Township 3 South, Range 69 West, 6th P.M., Jefferson County, CO Section 16: Those parcels of land being more particularly described on Exhibit A, being a part of the SEANW>t Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. in the Subject Property based upon the records of the Jefferson County Assessor and Clerk Recorder as of November 21, 2017 at 7:45 a.m.: Mineral Owners:Mineral Leasehold Owners: State of Colorado The State Land Board 1127 Sherman Street, Suite 300 Denver CO 80203 None (entitled to notice) Dated this 15th day of December, 2017. ZEREL,LAND SERVICES By:tynthia A./.ZE ; CPL Ctrtified Professio -andman #4044 3re Page 1 of 3 . At the request of SCHAL Investments, LLC ("Client"), Zeren Land Services, an independent land consulting firm, has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. Zeren Land Services, searched (i) the records of the Jefferson County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and (ii) the records of the Jefferson County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act. The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk and Recorder were posted through November 21, 2017 at 7:45 A.M. Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services. Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy,completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reasonwhatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing. In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claims by all persons (including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party (including Zeren Land Services) of any kind or character (regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification. ZEREN D SERVICES Date: December 15, 2017 LA C u /JBy:L fiEQUaX Cynthi0. E Zereft as Plf[*At Page 2 of 3 Exhibit A Parcel 1: North 350 feet of the West 14 Acres of the SE]<NW]4 of Section 16, Township 3 South, Range 69 West of the 6th P.M. Parcel 2: The North 7 Acres of the West 14 Acres of the SEMNW]4 of Section 16, Township 3 South, Range 69 West of the 6th P.M., Except the North 350 feet and the South 160 feet thereof. Parcel 3: A Parcel of land situated in the SEXNW14 of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, being part of the property described in deed recorded November 15, 2010 at Reception No. 2010101910, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Southeast corner of said property at Reception No. 2010101910; thence S89°34'25"W along the South line of said property at Reception No. 2010101910 a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of said property; thence N89°34'25"E along said North line a distance of 106.01 feet to a point on the East line of said property; thence SOO°15'01"E along said East line a distance of 160.00 feet to the Point of Beginning. Parcel 4: A strip of land lying between the West 14 Acres and the East 26 Acres of the SEXNW],4, Except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th P.M, Page 3 of 3 LEGAL DESCRIPTION A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF ARVADA, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE SOUTH 45°31'44" EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 89°37'29" EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY; THENCE SOUTH 00°12'57" EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED AT RECEPTION NO. 2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; THENCE NORTH 00°16'48" WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL; THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 149.24 FEET; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 160.00 FEET; THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 273.50 FEET; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 19.63 FEET; THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 6.011 ACRES, (261,849 SQUARE FEET), MORE OR LESS. 9,1 0,5.1..;:'... 4(r>l e.:0 38291 /VAL LANg DON R. HULSEY, PLS NO. 38291 FOR AND ON BEHALF OF AZTEC CONSULTANTS, INC. 300 EAST MINERAL AVE., SUITE 1, LITTLETON, CO 80122 (303) 713-1898 Joel & Dawn Lubker 5352 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City o f Wheat Ridge Planning De£artment7500 W. 2¢ Avenue Wheat Ridge, CO 80033 To Whom It May Concern: We are working with SCI-IAL Investments, LLC in the pending sale ofa portion of the eastern part of our property at 5352 Quail Street that will be used for a detention pond for the Quail Run development. We support their applications with the City of Wheat Ridge for the rezoning and planned residential development of what is known as "Quail Run". Sincerely, ./Joel Lubker & Dawn Lubker Arthur Joel Aho Revocable Trust Barbara Jean Aho Revocable Trust 5392 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 29a Avenue Wheat Ridge, CO 80033 To Whom It May Concern: We are the Trustees for the Arthur Joel Aho Revocable Trust and the Barbara Jean Aho Revocable Trust. We are working with SCHAL Investments, LLC in the pending sale of our property at 5392 Quail Street for the planned residential development known as "Quail Run" ai support their applications with the City of Wheat Ridge for this purpose. 292912* tate6'1\ 1 18 (j ga,6*1/0-- Arthur J. Aho and:Ajaroara J. AI10 Gregory R. Skalla 5372 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 29'h Avenue Wheat Ridge, CO 80033 To Whom It May Concern: I am working with SCHAL Investments, LLC in the pending sale of my property at 5372 Quail Street for the planned residential development known as "Quail Run" and support their applications with the City of Wheat Ridge for this purpose. Sincerely,27-,Ltut Gregory R. Skalla *FIDELITY Lakewood, CO 80235 7125 W. Jefferson Ave # 160 ' NATIONAL TITLE COMPANY Phone: (303) 986-7940 Fax: (303) 986-3515 DATE: January 22, 2018 FILE NUMBER: 598-F0600885-122-VOO PROPERTY ADDRESS: 5352-5392 Quail Street. Wheat Ridge, CO 80033 BUYER/BORROWER: CDL Homes, Inc. OWNER(S): Parcel A: Summer Clark and Parcel B: Joel L. Lubkerand Dawn R. Lubker and Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel D: Gregory R. Skalla YOUR REFERENCE NUMBER: ASSESSOR PARCEL NUMBER: 300210600 300042815 300042787 300042804 PLEASE TAKE NOTE OF THE FOLLOWING REVISED TERMS CONTAINED HEREIN: None. Click to view Tax Certificate WIRED FUNDS ARE REQUIRED ON ALL CASH PURCHASE TRANSACTIONS. FOR BTRING INSTRUCTIONS, PLEASE CONTACT YOUR ESCROW OFFICE AS NOTED ON THE TRANSMITTAL PAGE OF THIS COMMITMENT. TO: Fidelity National Title Company 7125 W. Jefferson Ave # 160 Lakewood, CO 80235 TO:CDL Homes, Inc. TO:Parcel A: Summer Clark TO:Wonderland Homes TO:Bickford Legal TO:Wonderland Homes 8246 Northfield Blvd Building J, Suite 2600 Denver, CO 80238 TO:Southwest 7125 W. Jefferson Ave # 160 Lakewood, CO 80235 ATTN:Vickie Owen PHONE:(303) 986-7940 FAX:(303) 986-3515 E-MAIL:vowen@fnf. com ATTN:Stephen Phua PHONE: FAX: E-MAIL:Delivered via email ATTN:Summer Clark PHONE: FAX: E-MAIL:Delivered via email ATTN:Andrew Slump PHONE:(303) 567-7643 FAX: E-MAIL:slump@wonderlandhomes.com ATTN:Jim Bickford PHONE: FAX: E-MAIL:jim@bickfordlegal.com ATTN:Heidi Majerik PHONE:(720) 639-4279 FAX: E-MAIL:majerik@wonderlandhomes.com ATTN:Vickie Owen PHONE:(303) 986-7940 FAX:(303) 986-3515 E-MAIL:vowen@fnf.com END OF TRANSMITTAL Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA A-MERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ZE:T Title Association. Fidelity National Title Insurance Company COMMITMENT SCHEDULE A Commitment No:598-F0600885-122-VO0 1. Effective Date:January 12, 2018 at 7:00 A.M. 2. Policy or policies to be issued: Proposed Insured Policy Amount (a) ALTA Owners Policy 6-17-06 $2,520,000.00 CDL Homes, Inc., a Colorado Corporation (b) None $0.00 $ 3. The estate or interest in the land described or referred to in this Commitment is: A Fee Simple as to Parcel I and an Easement interest as to Parcel II 4. Title to the estate or interest in the land is at the Effective Date vested in: Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R. Lubker and Parcel fl Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel Di Gregory R. Skalla 5. Theland referred to in this Commitment is described as follows: See Attached Legal Description (for informational purposes only) 5352-5392 Quail Street, Wheat Ridge, CO 80033 PREMIUMS: ALTA Owners Policy 6-17-06 5,417.00 Extended Coverage 65.00 Tax Certs (4)52.00 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA IMER,Ii. members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land 12,·2* Title Association. 01/22/20] 8 11:17 AM Commitment No: 598-F0600885-122-VO0 Attached Legal Description Parcel A: A strip of land lying between the West 14 Acres and the East 26 Acres of the SE1/4 NW1/4 , Except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 65 P.M., County of Jefferson, State of Colorado. Parcel B: Quail Run Parcel 3: A Parcel of land situated in the Southeast Quarter of the Northwest Quarter of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, being part of the property described in deed recorded November 15, 2010 at Reception No. 2010101910, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Southeast corner of said property at Reception No. 2010101910; thence S89°34'25"W along the South line of said property at Reception No. 2010101910 a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of said property; thence N89°34'25"E along said North line a distance of 106.01 feet to a point on the East line of said property; thence SOO°15'01"E along said East line a distance of 160.00 feet to the Point of Beginning; County of Jefferson, State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Erie Village Sq. #290, Erie, Colorado 80516 Parcel C: Parcel I: North 350 feet of the West 14 Acres of the SE 94 of the NW 14 of Section 16, Township 3 South, Range 69 West of the 6th p.M., Parcel II: Together with the right to use a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE 1/4 of the NW 1,4 and that part of the Northeast M of the Southwest M North of Ridge Road. County of Jefferson, State of Colorado. Parcel D: Parcel I: Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land EL·22 Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 The North 7 Acres ofthe West 14 Acres ofthe Southeast 1/4 ofthe Northwest 1/4 of Section 16, Township 3 South, Range 69 West of the 6th P.M., Except the North 350 feet and the South 160 feet thereof, Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1/4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes, County of Jefferson, State of Colorado. All above to be combined and to be known as: Parcel I: A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Northwest sixteenth corner of said Section 16; thence N89°37'16" E along the East-West Centerline of said Section 16 a distance of 471.14 feet to the Northwest corner of Tract A, Skyline Estates Filing No. 2; tbence SOO°12'24"E along the West line of Block 1 of said Skyline Estates Filing No. 2 a distance of 937.27 feet to the Northeast corner of Quail Ridge Estates Resubdivision; thence S89°55'36"W along the North line of said resubdivision a distance of 7.82 feet to a point on the East line of the West 14 acres ofthe said Southeast quarter ofthe Northwest quarter of Section 16; thence N00°17'36"W along said East line a distance of 277.94 feet to a point at the Southeast corner of the North 7 acres ofthe said West 14 acres; thence S89°34'25"W along the South line of said North 7 acres a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of the South 160.00 feet of the said 7 acres; thence S89°34'25"W along said North line a distance of 316.39 feet to a point on the East line of property conveyed to Jefferson County by Deed recorded April 6, 1954 at Reception No. 572675; thence N00°15'01"W along said East line of said property a distance of 19.63 feet to the Northeast corner of said property; thence S89°37'16"W along the North line of said property a distance of 40.00 feet to a point on the North-South centerline of said Northwest quarter of Section 16; thence NOO°15'01"W along said centerline a distance of 480.00 feet to the Point ofBeginning. County of Jefferson, State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Erie Village Sq. #290, Erie, Colorado 80516, Project: Sl 75213 Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1 /4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes, Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA . members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND TITLE AbSCCIA'i ION Title Association. 4:f.rt 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA FM"MT members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land EfiI·I·E Title Association. 01/22/20] 8 11:17 AM Commitment No: 598-F0600885-122-VO0 SCHEDULE B - Section 1 Requirements The following requirements must be met: a. Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. b. Pay us the premiums, fees and charges for the policy. c. Obtain a certificate of taxes due from the county treasurer or the county treasurer's authorized agent. d. Evidence that any and all assessments for common expenses, i f any, have been paid. e. The Company will require that an Affidavit and Indemnity Agreement be completed by the party(s) named below before the issuance of any policy oftitle insurance. Party(s):Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R. Lubker and Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel D: Gregorv R. Skalla The Company reserves the right to add additional items or make further requirements after review of the requested Affidavit. f. Furnish for recordation a deed as set forth below: Grantor(s):Summer Clark Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel A) g. Furnish for recordation a deed as set forth below: Grantor(s):Joel L. Lubker and Dawn R. Lubker Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel B) h. Furnish for recordation a deed as set forth below: Grantor(s):Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel C) Furnish for recordation a deed as set forth below: Grantor(s):Gregory R. Skalla Grantee(s)SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel D) Furnish for recordation a deed as set forth below: Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMER{CAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land EIC Title Association..tok51. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 Grantor(s): Grantee(s): (Combined legal) SCHAL Investments, LLC, a Colorado limited liability company CDL Homes, Inc., a Colorado Corporation k. Recordation of Statement of Authority for Arthur Joel Aho Revocable Trust pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. 1. Recordation of Statement of Authority for Barbara Jean Aho Revocable Trust pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. m. Recordation of Statement of Authority for SCHAL Investments, LLC, a Colorado limited liability company pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. n. Recordation of Statement of Authority for CDL Homes, Inc., a Colorado Corporation pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. o. The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the right to require further evidence to confirm that the property is unencumbered, and further reserves the right to make additional requirements or add additional items or exceptions upon receipt of the requested evidence. (as to Parcel A and D) p. Furnish for recordation a partial release of deed of trust: Amount: $220,000.00 Trustor/Grantor : Joel L. Lubker and Dawn R. Lubker Trustee: Public Trustee of Jefferson County Beneficiary: America's Mortgage, LLC Recording Date: November 15, 2010 Recording No: 2010101911 ( as to Parcel B) q. Furnish for recordation a partial release of deed of trust: Amount: $204,864.00 Trustor/Grantor:Joel L. Lubker and Dawn R. Lubker Trustee: Public Trustee of Jefferson County Beneficiary: U.S. Bank NA Recording Date: January 18,2017 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA ,.B, members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Efinf Title Association. 01/22/2018 11:17 AM Commitment No: 598-1?0600885-122-VO0 Recording No: 2017006323 (as to Parcel B) The Deed of Trust set forth above is purported to be a "Credit Line" Deed of Trust. r. Furnish for recordation a full release of deed of trust: Amount: $60,000.00 Trustor/Grantor: Arthur J. Aho and Barbara J. Aho Trustee: Public Trustee of Jefferson County Beneficiary: U.S. Bank National Association Recording Date: October 18, 2000 Recording No: Fl 131473 (asto Parcel C) The Deed of Trust set forth above is purported to be a "Credit Line" Deed of Trust. It is a requirement that the Trustor/Grantor of said Deed of Trust provide written authorization to close said credit line account to the Lender when the Deed of Trust is being paid off through the Company or other Settlement/Escrow Agent or provide a satisfactory subordination of this Deed of Trust to the proposed Deed of Trust to be recorded at closing. Note: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. NOTE: Exception(s) number(ed) 1-4 will not appear on the Owner's Policy. Exception number 5 will be removed from the policy provided the company conducts the closing. END OF REQUIREMENTS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA *03-ElfiAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land E·22 Title Association. 01/22/20] 8 11:17 AM Commitment No: 598-F0600885-122-VO0 SCHEDULE B - Section 2 Exceptions Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Any facts, rights, interests or claims that are not shown by the Public Records but which could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachments, encumbrances, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey ofthe Land and not shown by Public Records. 4. Any lien or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for the value the estate or interest or mortgage thereon covered by this Commitment. 6. Water rights, claims of title to water, whether or not these matters are shown by the Public Records. 7. All taxes and assessments, now or heretofore assessed, due or payable. NOTE: This tax exception will be amended at policy upon satisfaction and evidence ofpayment of taxes. 8. Any existing leases or tenancies, and any and all parties claiming by, through or under said lessees. 9. Right of way for the Wadsworth Ditch over and Across Section 16 as evidenced by Decree recorded April 3,1916 in Book 197 at Page 90 10. The Effect of Receipt for access, recorded July 26,1929 in Book 317 at Page 225. 11.Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Public Service Co. of Colorado Purpose: Utilities Recording Date: February 2, 1978 Recording No: 78009946 12.Terms, conditions, provisions, agreements and obligations contained in the Grant of Easement as set forth below: Recording Date: July 27, 1979 Recording No.: 79067324 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Eum Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 13.Those rights as disclosed in Warranty Deed recorded October 15,1979 at Reception No. 79094011. 14.Those rights as disclosed in Warranty Deed recorded June 7,1982 at Reception No. 82037970. 15.The effect of right of way map and reference monuments, recorded December 8, 1986 at Reception No. 86151021 and re-recorded September 9, 1987 at Reception No. 87114666. 16. The effect of Land Survey Plat recorded November 1, 1993 at Reception No. 93177982. 17.Terms, conditions, provisions, agreements and obligations contained in the First Amendment to: Easement Vacation and Substitution Agreement as set forth below: Recording Date:September 28,2000 Recording No.:F1120826 18.Any tax, lien, fee, or assessment by reason of inclusion of the Land in the Clear Creek Valley Water and Sanitation District, as evidenced by instrument(s) recorded November 4, 2004 at Reception No. F2122814 and on January 15, 2015 at Reception No. 2015004168. 19.Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey, Proiect # Sl 75213 December 14, 2017 Ehrhart Land Surveying Overhead Electric Line. 20.Any loss or damage arising from the fact that any fence lines on or near the perimeter of the Land may not coincide with property lines, as disclosed on the Land Survey Plat prepared by Ehrhart Land Surveying, Project #Sl 75213 dated December 14, 2017. 21.Those rights and rights of others to Quail Street. 22.The Company will guarantee fee ownership and possession in accordance with its policy to be issued but does not guarantee marketability of the title for 9 years from the recorded date of the treasurers deed as set forth below or until a date six months after a quiet title decree has been entered, all subject to the approval ofthe Company: Recording Date: October 31, 2017 Recording No.: 2017111852 (as to Parcel A) END OF EXCEPTIONS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land %12:U Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 AFFIDAVIT AND INDEMNITY AGREEMENT TO Fidelity National Title Company a Colorado Corporation and Fidelity National Title Insurance Company, a Florida corporation. 1. This is written evidence to you that there are no unpaid bills, and to the extent there may be unpaid bills, that the undersigned undertakes and agrees to cause the same to be paid such that there shall be no mechanics or materialmen's liens affecting the property for materials or labor furnished for construction and erection, repairs or improvements contracted by or on behalf of the undersigned on property: legally described as: See Attached Affidavit and Indemnity Agreement Legal Description Property Address: 5352-5392 Quail Street, Wheat Ridge, CO 80033 2. We further represent that to the actual knowledge and belief of the undersigned there are no public improvements affecting the property prior to the date of closing that would give rise to a special property tax assessment against the property after the date of closing. 3. We further represent that to the actual knowledge and belief of the undersigned there are no pending proceedings or unsatisfied judgments of record. in any Court, State, or Federal, nor any tax liens filed or taxes assessed against us which may result in liens, and that if there are judgments. bankruptcies, probate proceedings. state or federal tax liens of record against parties with same or similar names. that they are not against us. 4. We further represent that there are no unrecorded contracts. leases, easements, or other agreements or interests relating to said premises of which we have knowledge. 5. We further represent that to the actual knowledge and belief of the undersigned we are in sole possession of the real property described herein other than leasehold estates reflected as recorded items under the subject commitment for title insurance. 6, We further represent that there are no unpaid charges and assessments that could result in a Lien in favor of any association of homeowners which are provided for in any document referred to in Schedule B of Commitment referenced above. 7. We further understand that any payoff figures shown on the settlement statement have been supplied to Fidelity National Title Company as settlement agent by the seller's/borrower's lender and are subject to confirmation upon tender of the payoff to the lender. If the payoff figures are inaccurate, we hereby agree to immediately pay any shortage(s) that may exist. If applicable as disclosed or referred to on Schedule A of Commitment referenced above. The undersigned affiant(s) know the matters herein stated are true and indemnifies Fidelity National Title Company, a Colorado Corporation and Fidelity National Title Insurance Company, a Florida corporation against loss. costs, damages and expenses of every kind incurred by it by reason of its reliance on the statements made herein. This agreement is executed with and forms a part of the sale and/or financing of the above described premises, and is given in addition to the conveyance and/or financing of the premises in consideration for the conveyance and/or financing, and forms a complete agreement by itself for any action thereon. SELLER:SELLER: Parcel A: Summer Clark Parcel B: Joel L. Lubker and Dawn R. Lubker SELLER:SELLER: Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust Parcel D: Gregory R. Skalla State of Colorado }ss: County of Jefferson The foregoing instrument was acknowledged, subscribed, and sworn to before me on by Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R. Lubker and Parcel C: Arthur Joel Aho Revocable Trust and. Barbara Jean Aho Revocable Trust and Parcel D: Gregory R. Skalla (SEAL)Notary Public 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 My Commission Expires: 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 ATTACHED AFFIDAVIT AND INDEMNITY AGREEMENT LEGAL DESCRIPTION Parcel A: A strip of land lying between the West 14 Acres and the East 26 Acres ofthe SE1,4 NW1/4, Except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th p.M., County of Jefferson, State of Colorado. Parcel B: Quail Run Parcel 3: A Parcel of land situated in the Southeast Quarter of the Northwest Quarter of Section 16, Township 3 South. Range 69 West of the 6th Principal Meridian, being part of the property described in deed recorded November 15. 2010 at Reception No. 2010101910, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Southeast corner of said property at Reception No. 2010101910; thence S89°34'25"W along the South line of said property at Reception No. 2010101910 a distance of 105.86 feet; thence NOO°18'21"W a distance of 160.00 feet to a point on the North line of said property; thence N89°34'25"E along said North line a distance of 106.01 feet to a point on the East line of said property; thence S00°15'01 "E along said East line a distance of 160.00 feet to the Point of Beginning; County of Jefferson. State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Die Village Sq. #290, Eric. Colorado 80516 Parcel C: Parcel 1: North 350 feet of the West 14 Acres ofthe SE 14 of the NW 1/1 of Section 16, Township 3 South, Range 69 West of the 6tb p.M., Parcel II: Together with the right to use a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE % of the NW 1/1 and that part ofthe Northeast K ofthe Southwest '/4 North of Ridge Road. County of Jefferson, State of Colorado. Parcel D: Parcel 1.: The North 7 Acres of the West 14 Acres of the Southeast 1/4 of the Northwest 1./4 of Section 16, Township 3 South, Range 69 West ofthe 6th P.M., Except the North 350 feet and the South 160 feet thereof, Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1/4 Northwest 1 /4 Extending Southward to the Ridge Road for ingress and Egress to the Property Herein Conveyed for all .Purposes, County of Jefferson, State of Colorado. All above to be combined and to be known as: Parcel I: 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Northwest sixteenth corner of said Section 16; thence N89°37'16" E along the East-West Centerline of said Section 1.6 a distance of 471.14 feet to the Northwest corner of Tract A. Skyline Estates Filing No. 2: thence SOO°12'24"E along the West line of Block 1 of said Skyline Estates Filing No. 2 a distance of 937.27 feet to the Northeast corner of Quail Ridge Estates Resubdivision; thence S89°55'36"W along the North line of said resubdivision a distance of 7.82 feet to a point on the East line of the West 14 acres of the said Southeast quarter of the Northwest quarter of Section 16; thence N00°17'36"W along said East line a distance of 277.94 feet to a point at the Southeast corner of the North 7 acres of the said West 14 acres; thence S89°34'25"W along the South line of said North 7 acres a distance of 105.86 feet; thence 300°18'21"W a distance of 160.00 feet to a point on the North line of the South 160.00 feet of the said 7 acres; thence S89°34'25"W along said North line a distance of 316.39 feet to a point on the East line of property conveyed to Jefferson County by Deed recorded April 6. 1954 at Reception No. 572675; thence N00°15'01"W along said East line of said property a distance of 19.63 feet to the Northeast corner of said property; thence S89°37'16"W along the North line of said property a distance of 40.00 feet to a point on the North-South centerline of said Northwest quarter of Section 16; thence NOO°15'0 I"W along said centerline a distance of 480.00 feet to the Point of Beginning. County of Jefferson, State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Erie Village Sq. #290, Erie, Colorado 80516, Project:S]75213 Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West ]5 feet of the Southeast 1/4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes, 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 - lillie Fidelity National Title® Insurance Company COMMITMENT FOR TITLE INSURANCE Issued by Fidelity National Title Insurance Company Fidelity National Title Insurance Company, a Florida corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. The Commitment shall be effective only when the identity ofthe .Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Fidelity National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: LL- E_ Ubm D Authorized Signature 61"1225&4* f//0 el,nEiat SEAL 42---2»2€p--_--/9 By Randy<2wk, Pcesident Adiest Mic*00 Grovelte Serfetary Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA . members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land E,·ir,97,2,R Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 CONDITIONS 1. The term mortgage, when used herein, shall include deed oftrust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policies or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form ofpolicy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at http://www.alta.org. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA FM:1:r members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land 52,·22 Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO DISCLOSURE STATEMENT • Pursuant to Section 38-35-125 of Colorado Revised Statutes and Colorado Division of Insurance Regulation 8-1-2 (Section 5), if the parties to the subject transaction request us to provide escrow-settlement and disbursement services to facilitate the closing of the transaction, then all funds submitted for disbursement must be available for immediate withdrawal. • Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph H, requires that "Every title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title insurance commitment, other than the effective date of the title insurance commitment, for all matters which appear of record prior to the time of recording whenever the title insurance company, or its agent, conducts the closing and settlement service that is in conjunction with its issuance of an owners policy of title insurance and is responsible for the recording and filing of legal documents resulting from the transaction which was closed". Provided that Fidelity National Title Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception No. 5 in Schedule B-2 will not appear in the Owner's Title Policy and Lender's Title Policy when issued. • Colorado Division of Insurance Regulation 8-1-2, Paragraph M of Section 5, requires that prospective insured(s) of a single family residence be notified in writing that the standard exception from coverage for unfiled Mechanics or Materialmans Liens may or may not be deleted upon the satisfaction of the requirement(s) pertinent to the transaction. These requirements will be addressed upon receipt of a written request to provide said coverage, or if the Purchase and Sale Agreement/Contract is provided to the Company then the necessary requirements will be reflected on the commitment. • Colorado Division of Insurance Regulation 8- 1-3, Paragraph C. 11.f. of Section 5 - requires a title insurance company to make the following notice to the consumer: "A closing protection letter is available to be issued to lenders, buyers and sellers." • If the sales price of the subject property exceeds $100,000.00 the seller shall be required to comply with the Disclosure ofWithholding Provisions of C.R.S. 39-22-604.5 (Nonresident Withholding). • Section 39-14-102 of Colorado Revised Statutes requires that a Real Property Transfer Declaration accompany any conveyance document presented for recordation in the State of Colorado. Said Declaration shall be completed and signed by either the grantor or grantee. • Recording statutes contained in Section 30-10-406(3)(a) of the Colorado Revised Statutes require that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right, and bottom margin of at least one-half of an inch. The clerk and recorder may refuse to record or file a document that does not conform to requirements of this paragraph. • Section 38-35-109 (2) of the Colorado Revised Statutes. requires that a notation of the purchasers legal address, (not necessarily the same as the property address) be included on the face of the deed to be recorded. • Regulations of County Clerk and Recorder's offices require that all documents submitted for recording must contain a return address on the front page of every document being recorded. • Pursuant to Section 10-11-122 of the Colorado Revised Statutes, the Company is required to disclose the following information: o The subject property may be located in a special taxing district. o A Certificate of Taxes Due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent. o Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder or the County Assessor. • Pursuant to Section 10-11-123 of the Colorado Revised Statutes, when it is determined that a mineral estate has been severed from the surface estate, the Company is required to disclose the following information: that there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA == members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Ef,Ilf Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO geothermal energy in the property; and that such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: Notwithstanding anything to the contrary in this Commitment, if the policy to be issued is other than an ALTA Owner's Policy (6/17/06), the policy may not contain an arbitration clause, or the terms of the arbitration clause may be different from those set forth in this Commitment. lf the policy does contain an arbitration clause, and the Amount of Insurance is less than the amount, if any, set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ZON:U Title Association. 2fWIRESAFE* 1 Inquire before you wire! Wire Fraud Alert This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the phone number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI-FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire-fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation:Internet Crime Complaint Center: http://www.fbi.trov http://www.ic3.eov Wire Fraud Alert Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 Page 1 WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved . FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE At Fidelity National Financial, Inc., we respect and believe it is important to protect the privacy of consumers and our customers. This Privacy Notice explains how we collect, use, and protect any information that we collect from you. when and to whom we disclose such infonnation, and the choices you have about the use of that information. A summary of the Privacy Notice is below, and we encourage you to review the entirety of the Privacy Notice following this summary. You can opt-out of certain disclosures by following our opt-out procedure set forth at the end of this Privacy Notice. Types of Information Collected. You may provide us with certain personal infonnation about you, like your contact information, address demographic information, social security number (SSN), driver's license, passport. other government ID numbers and/or financial information. We may also receive browsing information from your Internet browser, computer and/or mobile device i f you visit or use our websites or applications. Use of Collected Information. We request and use your personal information to provide products and services to you, to improve our products and services, and to communicate with you about these products and services. We may also share your contact information with our affiliates for marketing purposes. Choices With Your Information. Your decision to submit information to us is entirely up to you. You can opt-out of certain disclosure or use of your information or choose to not provide any personal infonnation to US. How Information is Collected. We may collect personal infonnation from you via applications, forms. and correspondence we receive from you and others related to our transactions with you. When you visit our websites from your computer or mobile device, we automatically collect and store certain information available to us through your Internet browser or computer equipment to optimize your website experience. When Information Is Disclosed. We may disclose your information to our affiliates and/or nonaffiliated parties providing services for you or us, to law enforcement agencies or governmental authorities, as required by law, and to parties whose interest in title must be determined. Information From Children. We do not knowingly collect information from children who are under the age of 13, and our website is not intended to attract children. Privacy Outside the Website. We are not responsible for the privacy International Users. By providing us with you information. you consent practices of third parties. even if our website links to those parties'to its transfer, processing and storage outside of your country of websites.residence, as well as the fact that we will handle such information consistent with this Privacy Notice. The California Online Privacy Protection Act. Some FNF companies provide services to mortgage loan sen;icers and, in some cases, their websites collect information on behalf of mortgage loan servicers. The mortgage loan sen'icer is responsible for taking action or making changes to any consumer information submitted through those websites. Your Consent To This Privacy Notice. By submitting information to us Access and Correction; Contact Us. If you desire to contact us or by using our website, you are accepting and agreeing to the terms of regarding this notice or your information. please contact us at this Privacy Notice.privacy@fnf. com or as directed at the end of this Privacy Notice. FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 1Order No. F0600885-122-VOOError! Unknown op code for conditional. FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE Fidejity National Financial, Inc. and its majority-owned subsidiary companies providing title insurance, real estate- and loan-related services (collectively, "FNF", "our" or "we") respect and are committed to protecting your privacy. We will take reasonable steps to ensure that your Personal Information and Browsing Information will only be used in compliance with this Privacy Notice and applicable laws. This Privacy Notice is only in effect for Personal Information and Browsing Information collected and/or owned by or on behalf of FNF, including Personal Information and Browsing Infonnation collected through any ENF website, online service or application (collectively, the "Website"). Types of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth: gender. marital status); • social security number (SSN), driver's license, passport, and other government ID numbers; • financial account information; and • other personal information needed from you to provide title insurance, real estate- and loan-related services to you. Browsing Information. FNF may collect the following categories ofBrowsing Information: • Internet Protocol (or IP) address or device ID/UDID, protocol and sequence information; • browser language and type; • domain name system requests; • browsing history, such as time spent at a domain, time and date of your visit and number of clicks; • http headers, application client and server banners; and • operating system and fingerprinting data. How Information is Collected In the course of our business, we may collect Personal bdormation about you from the following sources: • applications or other forms we receive from you or your authorized representative; • the correspondence you and others send to us; • information we receive through the Website; • information about your transactions with, or services performed by, us, our affiliates or nonaffiliated third parties; and • information from consumer or other reporting agencies and public records maintained by governmental entities that we obtain directly from those entities, our affiliates or others. If you visit or use our Website, we may collect Browsing hgormation from you as follows: • Browser Log Files. Our servers automatically log each visitor to the Website and collect and record certain browsing information about each visitor. The Browsing Information includes generic information and reveals nothing personal about the user. • Cookies. When you visit our Website. a *'cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. When you visit a website again, the cookie allows the website to recognize your computer. Cookies may store user preferences and other infonnation. You can choose whether or not to accept cookies by changing your Internet browser settings, which may impair or limit some functionality of the Website. Use of Collected Information Information collected by FNF is used for three main purposes: • To provide products and services to you or any affiliate or third party who is obtaining services on your behalf or in connection with a transaction involving you. • To improve our products and services. • To communicate with you and to inform you about our, our affiliates' and third parties' products and services, jointly or independently. When Information Is Disclosed We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) and Browsing Information to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Please see the section "Choices With Your Personal Information" to learn how to limit the discretionary disclosure of your Personal Information and Browsing Information. Disclosures of your Personal Information may be made to the following categories of affiliates and nonaffiliated third parties: • to third parties to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to our affiliate financia] service providers for their use to market their products or services to you; • to nonaffiliated third party service providers who provide or perform services on our behalf and use the disclosed information only in connection with such services; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to market financial products or services to you; • to law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoena or court order; • to lenders, lien holders, judgment creditors, or other parties claiming an interest in title whose claim or interest must be determined. settled, paid. or released prior to closing; and • other third parties for whom you have given us written authorization to disc]ose your Personal Information. FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 2Order No. F0600885-122-VO0Error! Unknown op code for conditional. We may disclose Personal Information and/or Browsing Infonnation when required by law or in the good-faith belief that such disclosure is necessary to: • comply with a legal process or applicable laws; • enforce this Privacy Notice; • investigate or respond to claims that any material, document, image, graphic, logo, design, audio, video or any other information provided by you violates the rights of a third party; or • protect the rights, property or personal safety of FNF, its users or the public. We maintain reasonable safeguards to keep your Personal Information secure. When we provide Personal Information to our affiliates or third party service providers as discussed in this Privacy Notice, we expect that these parties process such information in compliance with our Privacy Notice or in a manner that is in compliance with applicable privacy laws. The use of your information by a business partner may be subject to that party's own Privacy Notice. Unless permitted by law, we do not disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of our bankruptcy, reorganization, insolvency. receivership or an assignment for the benefit of creditors. 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By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection and transfer of such infonnation in accordance with this Privacy Notice. The California Online Privacy Protection Act FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1,2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 3Order No. F0600885-122-VO0Error! Unknown op code for conditional. For some FNF websites, such as the Customer CareNet ("CCN"), FNF is acting as a third party service provider to a mortgage loan servicer. In those instancess we may collect certain information on behalf of that mortgage loan sen'icer via the website. 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We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessing and Correcting Information; Contact Us lf you have questions. would like to access or correct your Personal Information, or want to opt-out of information sharing with our affiliates for their marketing purposes, please send your requests to privacy@fnf. com or by mail or phone to: Fidelity National Financial, 1nc. 601 Riverside Avenue Jacksonville, Florida 32204 Attn: Chief Privacy Officer (888) 934-3354 FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 4Order No. F0600885-122-VO0Error! Unknown op code for conditional. 4 submitted BY APPOINTMENT with a4 l- i li. 01 planner. Incomplete applications will not*p'- Wheat RE a1<ye be accepted-refer to submittal checklists. LAND LSE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Wonderland Homes Phone 303.567.7636 Email oherron@wonderlandhomes.com Address, City, State, Zip 8246 Northfield Blvd Building J Suite 2600 Denver Co 80238 Owner Schal Investments, LLC Phone 303.816.8187 Address, City, State, Zip 665 s Decatur Street Denver Co 80219 Email summer2clark@qmail.com Contact Redland % Travis Frazier Phone 720.283.6783 Email tfrazier@redland.com Address, City, State, Zip 1500 W Canal Court Littleton Co 80120 (The person listed as contact will bc contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address) 5392,5372 Quail Street Wheat Ridge Co 80033 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions 8 Planned Development (ODP, SDP) O Planned Building Group O Temporary Use, Building, Sign O Variance/Waiver (from Section 26- O Special Use Permit O Conditional Use Permit 1 Site Plan O Concept Plan ) O Right of Way Vacation 0 Subdivision - specify type: O Administrative (up to 3 lots) O Minor (4 or 5 lots) El Major (6 or more lots) O Other: Detailed description of request: Proposed the construction of 14 single-family detached homes, and 42 townhomes (provided in buildings of four and five homes). I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent ofthose persons listed above, without whose consent the requested action cannot lawfully be accc its other than owners must submit power-of-attorney from the owner which approved of this actio Notarized Signature of Applicant State of Coloradg County of 4/ir,£26. } ss wnplis}jed/ Applic,nn on Al/behad)' // The forpgoipg instrument (Land Use Processing Application) was acknowledged by me this 7 day of /It £*e ,20 4>by Mel (11 O' Heron ERIN NIEAN MOORE NOTARY PUBLIC - STATE OF COLORADO My commission expires 0/ 1 ,/ /20<79 1 My Identification # 20164001010 Expires January 11,2020 To be filled out by staff: Date received Fee $Case No. Comp Plan Design.Receipt No.Qi,arter Section Map Related Case No.Pre-App Mtg. Date Case Manager Assessor's Parcel No.Current Zoning Current Use Size (acres or sqft)Proposed Zoning Proposed Use *m,-B,Ge•,8 Rev. 5/2017 .." 4 Wheat geCity of ---0'COMMUNITY DEVELOPMENT Submittal Checklist: Subdivision Project Name:Quail Eun Project Location: 535,0- 5391 (pl 4 Skee.1 Application Contents: The following items represent a complete subdivision application. This submittal checklist applies to all types of plat applications, including major, minor, and administrative subdivision plats. Please contact a staff planner with any questions about your specific application. / 1. Completed, notarized land use application form _1_2. Application fee K 3. Signed submittal checklist (this document) 0 4. Proof of ownership-e.g. deed 0 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) < 6. Mineral rights certification form-required for plats are reviewed at a public hearing A 7. Commitment for title insurance-required for all major and minor subdivisions and right- of-way dedications £ 8. Written request and description of the proposal 0 9. Geodetic Surveying Requirements for Final Plats checklist-completed & signed by surveyor 0 10. Closure sheet for the exterior boundary and for all individual lots-boundary must close within a limit of 1:50,000 /11. Subdivision plat 4 Two (2) full size paper copies (24" x 36") 4 One (1) reduced size paper copy (11" x LTD AutoCAD .dwg file format-confirm acceptable version with city staff -12. Civil documents, if required -13. Exhibit and deed for right-of-way dedication prepared by surveyor-only required if partial right-of-way is being dedicated by separate document X 14. Electronic (Adobe .pdf) files of all submittal documents-these may be provided via email, CD, DVD, or USB flash drive Form and content of Subdivision Plat: Project information j 1. Title of document - centered at top of page "[Subdivision Name] Located in the 1/4 Section, Township 3 South, Range 69 West of the 6th Principal Meridian..." 2. Complete metes and bounds legal description compliant with Geodetic Surveying Requirements:a. On Current City Datum (ground-based modified form of NAD83/92 (NAD83 HARN) State Plane coordinate system) b. Includes section ties to Section corners, Quarter Section corners, or to City of Wheat Ridge Permanent High Accuracy Control (PHAC) points 3. Basis of bearing statement 4. Small scale vicinity map - with north arrow and scalei 5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project Community Development Department · (303) 235-2846 · www.ci.wheatridge.co.us 6. Certification blocks - including for surveyor, owner, City, and County (see cover itemshandout) 7. Standard easement notes (see cover items handout) 8. Ownership/unified control statement, if applicable 9. Dedicatory statement, if applicable 10. Data table with total area of site and area of individual lots (in square feet and acres) 11. Case history box and date of preparation Graphical information . 12. Graphical representation of the property boundary corresponds with the legal description 13. Point of Beginning and Point of Commencement are shown 14. Monument information - including City-based monument identification number and coordinates on Current City Datum 15. Existing and proposed lot lines, with appropriate information: a. Include distances and bearings on Current City Datum b. Round all distances to the nearest 0.01-foot and all angular measurements to the nearest second b. Provide the arc length, chord length, chord bearing, central angle, and radius for all curves d. Show lot lines as "Hereby [created/removed] by this plat" 16. Existing and proposed street right-of-way, with appropriate information: a. Include all adjacent ROW widths and distances from ROW centerline to corners of subject property boundary b. Show right-of-way dedications as 'Hereby dedicated by this plat" 17. Existing and proposed easements a. Show location, purpose, and dimensions of all easements b. Distances and bearings shall be consistent with the Current City Datum 18. Location and dimensions of public dedication/reservation, if any 19. Subdivision name, lot and block numbers, and zoning for adjacent properties - all adjoining parcels not previously platted are shown as "UNPLATTED" 20. Legend, north arrow, and scale - scale not to exceed 1"= 100' 21. Section ties to a minimum of two (2) property corners are included 22. NOS/NGS Statement of Accuracy included 23. All Set & Found property pins are identified 24. All encroachments or gaps have been clearly identified including any necessary note(s) 25. All lineal units are shown as being in U.S. SURVEY FEET 26. A description of the Current City Datum is included (refer to Geodetic Surveying Requirements) 27. Location of the 100-year floodplain (if applicable) 28. The sheet margins are 2" on the left, 1" on top, and M" on sides Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): - 1. Traffic study - 2. Trip Generation Study _ 3. Drainage Letter & Plan - 4. Drainage, Grading, and Erosion Control Plan - 5. Final Drainage Report & Plan . N - 6. Conceptual utility plans - required to gauge the appropriateness of proposed easements - 7. Street sections - required to gauge the appropriate widths of ROW dedications and access easements - 8. Soils Report - 9. Engineering plans which detail construction of all public improvements - 10. Development Covenant Agreement - 11. Phase I Environmental Assessment - 12. Complete set of construction drawings (2 copies) - 13. Improvement Survey Plat - 14. Improvement Location Certificate % 15. Site Plan -16. HOA Covenants - 17. Subdivision Improvement Agreement - template to be provided by staff, exhibits to be provided by applicant As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made aftedhe second (29 full review, I will be subject to the applicable resubmittal fee. c- Signature:Date: ' 6-( 6 Name (please print): ,rn.a.A y fic,¥cu Phone:30?-675 -?193 3 Rev. 5/2017 . Cit¥ ofVWheatitidge- COMMUNITY DIVELOPMENT Submittal Checklist: Subdivision Project Name: Quail Run Final Plat Project Location: City Of Wheat Ridge, Jefferson County Application Contents: The following items represent a complete subdivision application. This submittal checklist applies to all types of plat applications, including major, minor, and administrative subdivision plats. Please contact a staff planner with any questions about your specific application. 1. Completed, notarized land use application form 2. Application fee 9 3. Signed submittal checklist (this document) 4. Proof of ownership-e.g. deed 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) 6. Mineral rights certification form-required for plats are reviewed at a public hearing 7. Commitment for title insurance-required for all major and minor subdivisions and right- of-way dedications 8. Written request and description of the proposal 4 9. Geodetic Surveying Requirements for Final Plats checklist-completed & signed by surveyor 4 10. Closure sheet for the exterior boundary and for all individual lots-boundary must close within a limit of 1:50,000 9 11. Subdivision plat 7 Two (2) full size paper copies (24" x 36") 1 One (1) reduced size paper copy (11" x 17") 9 AutoCAD .dwg file format-confirm acceptable version with city staff 12. Civil documents, if required 13. Exhibit and deed for right-of-way dedication prepared by sun/eyor-only required if partial right-of-way is being dedicated by separate document 14. Electronic (Adobe .pdf) files of all submittal documents-these may be provided via email, CD, DVD, or USB flash drive Form and content of Subdivision Plat: Project information 9 1 Title of document - centered at top of page "[Subdivision Name] Located in the 1/4 Section, Township 3 South, Range 69 West of the 6th Principal Meridian..." 1 2. Complete metes and bounds legal description compliant with Geodetic Surveying Requirements: 9 a. On Current City Datum (ground-based modified form of NAD83/92 (NAD83 HARN) State Plane coordinate system) 4* b. Includes section ties to Section corners, Quarter Section corners, or to City of Wheat Ridge Permanent High Accuracy Control (PHAC) points 7 3. Basis of bearing statement */ 4. Small scale vicinity map - with north arrow and scale 4 5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project Community Development Department (303) 235-2846 · www.ci.wheatridge.co.us 4 6. Certification blocks - including for surveyor, owner, City, and County (see cover items handout) 7. Standard easement notes (see cover items handout) 8. Ownership/unified control statement, if applicable 9. Dedicatory statement, if applicable 4 10. Data table with total area of site and area of individual lots (in square feet and acres) 11. Case history box and date of preparation Graphical information / 12. Graphical representation of the property boundary corresponds with the legal description 19 13. Point of Beginning and Point of Commencement are shown 4 14. Monument information - including City-based monument identification number and coordinates on Current City Datum 15. Existing and proposed lot lines, with appropriate information: a. Include distances and bearings on Current City Datum 9' b. Round all distances to the nearest 0.01-foot and all angular measurements to the nearest second b. Provide the arc length, chord length, chord bearing, central angle, and radius for all curves ,/ d. Show lot lines as "Hereby [created/removed] by this plat" 9 16. Existing and proposed street right-of-way, with appropriate information: 4 a. Include all adjacent ROW widths and distances from ROW centerline to corners of subject property boundary b. Show right-of-way dedications as "Hereby dedicated by this plat" 4 17. Existing and proposed easements 4 a. Show location, purpose, and dimensions of all easements 9 b. Distances and bearings shall be consistent with the Current City Datum 18. Location and dimensions of public dedication/reservation, if any 4 19. Subdivision name, lot and block numbers, and zoning for adjacent properties - all adjoining parceIs not previously platted are shown as "UNPLATTED" 10' 20. Legend, north arrow, and scale - scale not to exceed 1"= 100 21. Section ties to a minimum of two (2) property corners are included 22. NOS/NGS Statement of Accuracy included 4 23. All Set & Found property pins are identified 24. All encroachments or gaps have been clearly identified including any necessary note(s) :/ 25. All lineal units are shown as being in U.S. SURVEY FEET 1/ 26. A description of the Current City Datum is included (refer to Geodetic Surveying Requirements) 27. Location of the 1 00-year floodplain (if applicable) 7* 28. The sheet margins are 2" on the left, 1" on top, and 1/7 on sides Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required)'. 1. Traffic study _2. Trip Generation Study 3. Drainage Letter & Plan _4. Drainage, Grading, and Erosion Control Plan 5. Final Drainage Report & Plan 10 6. Conceptual utility plans - required to gauge the appropriateness of proposed easements 7. Street sections - required to gauge the appropriate widths of ROW dedications and access easements _8. Soils Report _9. Engineering plans which detail construction of all public improvements 10. Development Covenant Agreement 11. Phase I Environmental Assessment 12. Complete set of construction drawings (2 copies) 13. Improvement Survey Plat 14. Improvement Location Certificate 15. Site Plan 16. HOA Covenants 17. Subdivision Improvement Agreement - template to be provided by staff, exhibits to be provided by applicant As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (29 full review, I will be subject to the applicable resubmittal fee. Signature:Date: Name (please print):Phone: 3 R.E DMN D / Where Great Places Begin 720.283,6783 Office 1500 West Canat Court Littleton, Colorado 80120 R REDLAND.COM May 10, 2018 Mr. Zachary Wallace City of Wheat Ridge 1682 Anywhere Street City, CO 80000 Re:Quail Run- SDP Written Request Dear Zach, Please accept this letter on behalf of Redland and the project team for Quail Run in Wheat Ridge. Wonderland Homes will be the developer of the lots with architecture by DTJ Design. Redland will be providing civil and landscape design services. The team is submitting a Specific Development Plan and Final Plat for the property located at the southeast corner of W 54th Avenue and Quail Street in Wheat Ridge, Colorado. The project involves the development of 6.01 acres and will provide 14 single family detached homes and 42 townhomes in 10 buildings with a mix of 4 and 5-unit townhomes. A community landscape space is provided through the center of the site. The following review criteria for SDP's are provided in Wheat Ridge Municipal Code Section 26- 305.D. We offer the follow responses to these criteria: 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of this article; and The SDP is second phase of the PD process. The purpose of a PD is to establish a well-designed and innovative development. We believe our application meets these requirements. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan; and 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan; and 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan; and The team worked hand in hand during the preparation of the ODR No major deviations are requested from the ODP document. The design intent, uses and development guidelines provided in the ODP are adhered to with the SDR R.ERLAND 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity; and The team has been discussions with utility providers. Clear Creek Valley Sanitation District has agreed to provide sewer service to the property with the applicant extending a main to connect to their existing system. Valley Water District has agreed to supply water and has infrastructure in adjacent 54h Avenue. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards All applicable design codes and standard will be adhered to with the SDP and throughout the development process. If you have any questions or need additional information or documents please let me know. My email is Tfrazier@redland.corn. The team looks forward to working with the City of Wheat Ridge to create a successful development. Travis Frazier, PE Project Manager Quad Run - Written Request May 10, 2018 . Page 2 of 2 TREASURER'S DEED KNOW ALL MEN BY THESE PRESENTS, that, whereas, the following described property, viz: A strip of land lying between the West 14 acres and the East 26 acres of the SE1/4NW1/4 except the ) - .2- South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th P.M. situated in the County of Jefferson and State of Colorado, was subject to taxation for the year (or years) A.D. 2008 AND 2009; The above described parcel is covered by Certificate # 200901887 and khedule/PIN 300210600 And, Whereas, the taxes assessed upon said property for the year (or years) aforesaid remained due and unpaid at the date of the sale hereinafter named; and, whereas, the Treasurer of the said County did, on the 21st day of October A.D. 2010, by virtue of the authority vested in him by law, at the sale begun and publidy held on the day of 21, October A.D. 2010, expose to public sale at the office of the Treasurer in the County aforesaid, in substantial conformity with the requirements of the statute in such case made and provided, the tax lien on the real property above described for the payment of the taxes, delinquent interest, and costs then due and remaining unpaid on said property; And Whereas, At the sale so held as aforesaid by the Treasurer, no bids were offered or made by any person or persons for the tax lien on said property, and no person or persons having offered to pay the said taxes, delinquent interest and costs upon said property for said year(s), and the Treasurer having become satisfied that no sale of the tax lien on said property could be had, therefore the said tax lien on said property was by the then Treasurer of the said County, stricken off to the said County, and a certificate of sale was duly issued therefor to the said County in accordance with the statute in such case made and provided; And Whereas, The said Jefferson County, acting by and through its Treasurer, and in conformity with the order of the Board of county Commissioners of the said County, duly entered of record on the 20TH day of JUNE, A.D. 2017 , (the said day being one of the days of a regular session of the Board of County Commissioners of the said County), did duly assign the certificate of sale of the tax lien on said property, so issued aforesaid to said County, and all its rights, title, and interest in said property held by virtue of said sale to SUMMER CLARK whose street address is 5392 QUAIL ST, City or Town of WHEAT RIDGE , County of JEFFERSON and State of COLORADO for the sum of TWO HUNDRED FORIY SEVEN DOLLARS and SIXTY THREE CENTS, And, Whereas, the said SUMMER CLARK has paid subsequent taxes on said property to the amount of TWENTY THREE DOLLARS and FIFTY THREE CENTS; And, Whereas, more than three years have elapsed since the date of the said sale and the said property has not been redeemed therefrom as provided by law; And, Whereas, the said property was valued for assessment for that year at the amount of 200; And, Whereas, all the provisions of the statutes prescribing prerequisites to obtaining tax deeds have been fully complied with, and are now of record, and filed in the office of the Treasurer of said County; 11 1.4 .j. : 1 p R So.00 1 1 , ,111 D So.00 2017111852 10/31/2017 07:33:17 AM 2 Page(s) JEFFERSON COUNTY, Colorado TREASURER'S DEED Page 1 h Now, Therefore, 1, Tim Kauffman, Treasurer of the county aforesaid, for and inconsideration of the sum to the Treasurer paid as aforesaid, and by virtue of the statute in such case made and provided, have granted, bargained, and sold and by these presents do grant, bargain, and sell the above and forgoing described real estate unto the said SUMMER CLARK whose street address is 5392 QUAIL ST, WHEAT RIDGE, COLORADO 80033 her heirs and assigns, forever, subject to all the rights of redemption by minors, or incompetent persons, as provided by law. .=P In Witness Whereof, 1, Tim Kauffman, Treasurer as aforesaid, by virtue of this authority aforesaid, have hereunto set my hand and seal this 30 day of OCTOBER A.D. 2017. G /1/L Treasurer of Jefferson County, Colorado Certificate of Purchase Number 200901887 khedule No. /PIN 300210600 STATE OF COLORADO COUNTY OF JEFFERSON The foregoing instrument was acknowledged before me this 3€E Tim Kauffman as Treasurer of Jefferson County. day of OC.=fo,6, 2017, by Witness my hand and official seal. My commission expires 1 0 -(6-41 (Official Seal) DENISE D. BODE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19944009548 MY COMMISSION EXPIRES OCTOBER 16, 2021 Lue 144% 100 JEFFERSON COUNTY PARKWAY GOLDEN, COLORADO 80419-2520 Mailing Address for Future Tax Notices: SUMMER CLARK 5392 QUAIL ST WHEAT RIDGE CO 80033 TREASURER'S DEED Page 2 P 2010101910 11/15/2010 10:09:19 AM PGS 1 $11.00 DF $35.25 Electronically Recorded Jefferson County COPam Anderson, Clerk and Recorder T01000 Y Warranty Deed (Pursuant to 38-30- 113 C. R.S.) State Documentary Fee Date: November 12, 2010 $35.25 THIS DEED, made on November 12, 2010 by LESTER M. COOK AND IRENE E. COOK REVOCABLE LIVING TRUST, U/Da 11-20-86 Grantorfs), of the County of JEFFERSON and State of 26 1 0 A®70 for the consideration of ($352,500.00) *** Three Hundred Fifty Two'Iliousand Five Hundred and 00/100 *** dollars in hand paid, hetrby sells and conveys to JOEL L. LUBKER AND DAWN R. LUBKER Grantee(s), as Joint Tenants, whose street address is 5250 QUAIL STREET WHEAT RIDGE, CO 80033, County of JEFFERSON, and State of COLORADO, the following real properly in the County ofJefferson, and State of Colorado, to wit,€4 1328 THE SOUTH 160 FEET OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6111 PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THE WEST 40 FEET TTIEREOF. also known by street and number as: 5250 QUAIL STREET WHEAT RIDGE CO 80033 with all its appurtenances and warrants the title to the same, subject to aU taxes andassessments for theyear 2010 and the maners stated in Section 13 (transfer of title) of the Contract to Buy and Sell Real Estate (a) those specific Exceptions described by reference to recorded documents as r€fiected in the Title Documents accepted by Grantee(s) in accordance with Section B.1 (Title Review); 09 distribution utility easements (including cable TV); (c) those specifically described rights of third parties not shown by the public records of which Gruntee(s) has actual knowledge and which were accepted by Grantee{s) in accordance with Section 8.2 (Matters not Shown by the Public Records) and Section 8.3 (Survey Review); 0) inclusion of the Property within any special tax district; and, (e) other NONE LES'IER M. COOK AND IRENE E. COOK REVOCABLE LIVING TRUSI", U/]yI- 11-20-86 --:Arn rlis-bq rs,ke» DORiNIS JOY PALMARO, SUCCESSOR TRUSTEE State of COLORADO ) ) SS. County of ADAMS ) The foregoing insnent was acknowledged before me on this day of November 12, 2010by DONNIS Jp¥*ALLARO AS SU«ESSOR TRUSTEE OF THE LESTER M. COOK AND IRENE E. COOK REVOCABLE LIVING TUU® U/D/T 11-20-86 T D. HOTT/41 2 /341 IY PUBLICNotary Public COLORADO , My commission expires My Commission Expires Apr. 09. 2011 MARI NOTAF STATE OF When Recorded Return to:JOEL L. LUBKER AND DAWN R. LUBKER 5250 QUAIL STREET WHEAT R[DGE, CO 80033 Lanell-Itte Form 13084 09/2008 wd.odt Warranty Deed (Joint Tenant)K70288074 {10639330}CUAW,LY,&1 #I.V'Y RECEPTION NO.F1597196 11*3{FIN;3;Rs#MiY,COLORADO 001-001 0.00 WARRANTY DEED Grantor(s),Arthur J. Aho and Barbara J. Aho, as Joint ' c.- r tz: Tenants whose legal address i;;300 Quail Street, Wheat- Ridge, CO 80033 *County of Jefferson and State of Colorado ,for the consideration of Ten dollars and no/100 DOLLARS, in hand paid, hereby sel](s) and convey(s) to AKIHUR JOEL AID REVOCABLE TRUST whose legal address is 5300 Quail Street, Wheat Ridge, CO 80033 County of Jefferson and State of Colorado the following real property in the County of Jefferson and State of Colorado, to wit: An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SEA of the NW!4 of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1-41 inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SEM of the NWV, and that part ofthe Northeast 14 of the Southwest W North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as:5300 Quail Street, Wheat Ridge, CO 80033 assessor's schedule or parcel number with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the current year and subsequent years, covenants, easments, restrictions, andrreservations of reoord, if any. Signed thisSTATE Na.11RY FEEOCT 30 2002 18th day of October 1&= a.*530 Barbara J. Atn ah-04,2.4.L j . q STATE OF COLORADO County of Arapahoe The foregoing instrument was acknowledged before me this 18th day of October by rbara J. Aho Witness-my hand and ofhcia] seal. 05- . 20 02 al.22:1••Ba] g i N3)111}439 c,1,11)10'81.Vd*Where applicars·t vty and"1·:V'$-3.-i30 Ammssion exyirM 9/(Z Nowy Public Nanz and Addreoof Penon Creatin: Newly Cremed Lc:al Description (§ 3&*106.5, CRS) No. 897. Rel 4-94. WARRANTY DEED (Short Form) dir? - . ......,•rk•% 9.9 •CAA_ .u.....D.--"--A-,h..6;...,v.... _ LAI813£110,0 ruoils:ung. 1 /41 wa=c QI., L,Cu-1. LU ou.v. - 1-,i ",-6.3,9 - ---·····-··"up..v.-·...0.-- -- - -· h RECEPTION HO.F 1597193 10/30/2002 9:56:04 PG: 001-001 PAGE FEE:6.00 DOC. FEE:0.00 RECORDED IN JEFFERSON COUNTY, COLORADO WARRANTY DEED Grantor(s),Arthur J. Aho and Barbara J. Aho, as Joint Tenan -s whose legal address is 5300 Quail Street, Wheat Ridge, 00 80033 *County of Jefferson and State of Colorado ,for the consideration of Ten dollars and no/100 DOLLARS, in hand paid, hereby sel!(s) and convey(s) to BARBARA JEAN AHO REVOCABLE TRUST whose legal address is 5300 Quail Street, Wheat Ridge, CO 80033 County of Jefferson and State of the following real properly in the County of Jeffersan Colorado, to wit: Colorado and State of An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SE'/4 of the NWK of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 141 inches ofwater from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side ofthe SEM of the NW'/4 and that part ofthe Northeast !4 of the Southwest V North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as:5300 Quail Street, Wheat Ridge, CO 80033 assessofs schedule or parcel number with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the current year and subsequent years, covenants, easenents, restrictions and reservations of record, if any. Signed this 18th day of October Ay=.:An f. 004,9 Ealbata 2. *0 f STATE OF COLORADOCounty of Arapahoe ss. The foregoing instrument was acknowledged before me this 18th day of October ,20 02 , by Arthur J. P*gAPQarbar a J. Ab Witn y hand and omcial seal. (*AS-a 8(699&i*61 tr: 1 •Where applikat!*Wisen 'City anfo f Notary Pubac Vy....+1:97_/3»Name lod Addres, of Per,06 Creating Ne•,ty Cremed 141] De:cription {§ 38-35-106.5. CRS) No. 897. Rev. 4-94. WARRANn' DEED (Shon Form) Jit, Bradford Publishing. 1743 Wazee St.. Denver. CO 802'02 - (303) 292-2500 - www.bradfordpublishing.com- 8-01 -. STATE DOCUIARY FEE;"OCT 3 0 2002 2 -A.JAL Recorded at o'clock M., Reception No. · RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO .. WARRANTY DEED RECEPTION NO. 90047858 THIS DEED, Made this 31st day of MAY 06/07/90 14:20 15.85 1990 between STEMIEN R. WACI,TER AND ANNA K. WACHTER of the County of JEFFERSON and State of COLORADO. grantor. and GREGORY H. SKALLA whose legal ad.!ress is 5290 QUA]I. SI'REE-I'. WHEATRIDGE, COLORADO 80030 of the County of Jf.FFERSON und St.itc of CGI.ORADO, grantee: WI-I»ESSI{TII, That the grantor. for and in consideration or the sum of ONE IIUNDRED EIG!!TTHOUSAND FIVE HUNDRED AND 00/looths DO!.LARS. ($108,SO{).00) the receipt and sufficiency of which is hereby ocknowledged, has granted. bargained. sold and conveyed, and bythese presents decs grant, bargain. sell. convey and confirm unto the grantee, his heirs and assigns forever, all 1the real propeny together with improvementb, it uny, ciruate, tying and being in the County of JEFFERSON, 1 and State of Culorado. described :,+ fullow·: THE NOR711 7 ACRES 010 -11]E W}:54'1 14 ACRES OF 1-]IE SOU-111}:AST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSI]IP 3 SOU'NGE 69 WEST OF THE 6TII P.M., EXCEPT THE NOR'!11 350 FEET AND TIKE SOU-1 FEET THEREOF.TOGE-rHERWITH AN EASEMENT FOR ROADWAY 15 FEET WIDE USIVE OF DITCHES OVER AND ACROSS THE WEST 15 FEE'I OF I liE SOUTHEAST 1/TIIWEST 1/4 EXTENDING SOUTHWARD TO THE RIDGE ROAD FOR INGR}»4 AND EGRESS 1 O THE PROPERTY HEREIN CONVEYED FOR ALL PURPOSES, :W 91 ,& o *f / vCOUNTY OF JEFERSON STATE OF COLORADO OK 5/, C. EXCL 1. 1 0. ..!0 - f.,LOR,Ano also known by street und number us S290 QUAIL STREET, WHEATRIDGE. COLORADO 80030 TOGE'l-111·.R with all and singular the hereditaments and applirtenances thereunto belonging, or in anywise appertaining and the reversion and level·sions. remainder and remainders, rents, issues and profits thereof, and allthe estate, right. title, interest, claim :ind demand whatsoever or the grantor. either in law or equity, of. in and to the above bareained premises. with Lhe hereditaments .ind appurtenances. TO HAVE AND TO 11(>I.D the Naid premises above borgained and described. with the appurtenances, untothe grantee, his heirs and assigns forever. And the grantor. for himself. his heirs and personal representatives,does covenant, grant, bargain and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these prescir s. he is wcll seized of the premises above conveyed, has gooch sure,perfect, absolute and indefeasible estate of' inheritance. in law, in fec simple. and has good right. full power andlawful authority to gr,r.t, bargain, sell :Ind convey the some in nunner and form aforesaid, and that the some arefree and clcar from all former and 01 her grants. bargains. sales. liens. taxes. assessments. encumbrances and ...mUriclions of w tratever kinder nal ure Noever. except for taxes for the currens year, a lien but not yet due or. pa}ble, ea,ements, restriclion<. rewer,·titions. covenan:K and rights-of-way of record, if any, N . The grwiter shall und will and peaccable possession of the claiming the whole or any part The singular number shall applicable to all genders. IN WI'l Nl·.SS Wil.REC)It STATE 01· C'(}LC)}tDO COUNTY OF BOULDER Tbe'foregoing inbtrument w.is WARRAX! AND H>lk}:VIOR 1)151·INI) the above-bargaincd premises in the quiet grantee, his heirs and a»igns. against all and every person or persons lawfully1 hereol include the plural. the plur.,1 the singular. and the use of any gender shall be the grantur hai executed this deed on the date set forth above. ALLf l/0 .ck STEPHEN R. WACHTER . ANNA K. WACHTER acktic,wle.lged be: cire me t his 31<t day of MAY .1993 by STEPHEN R. WACITI-R ANI) ANNA K. WA('113-1211.-4.-. : Wih,c.s :ny han,1-mrrr#..official seal. My Co,nmis·,ic expir;h; 7/25/92C.x- -/0-/- -4 10 .-/ -190:ary Pubbc /1 STAT C*.„ ., It 300 495-37. SATE ooc5FEE5- 5EP ':.1993 ..1 JUN 7 -1990 LAND SERVICES OIL AND GAS TITLE P.O. Box 336337 Greeley, CO 80633-0606 Phone (970) 351-0733 Fax (970) 351-0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION (SCHAL investments, LLC Property) Subject Property: Township 3 South, Range 69 West, 6th P.M., Jefferson County, CO Section 16: Those parcels of land being more particularly described on Exhibit A, being a part of the SEKNWA Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. in the Subject Property based upon the records of the Jefferson County Assessor and Clerk Recorder as of November 21, 2017 at 7:45 a.m.: Mineral Owners:Mineral Leasehold Owners: State of Colorado The State Land Board 1127 Sherman Street, Suite 300 Denver CO 80203 None (entitled to notice) Dated this 15th day of December, 2017. ZEREpLAND SERVICES f l-/ , f ft C. b I-@Elj eliCPL VV,t t/- i ynthia A. €Zefied Professionahandman #4044 By· C rti Page 1 of 3 1- 4 At the request of SCHAL Investments, LLC ("Client"), Zeren Land Services, an independent land consulting firm, has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq. Zeren Land Services, searched (i) the records of the Jefferson County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and (ii) the records of the Jefferson County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act. The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk and Recorder were posted through November 21, 2017 at 7:45 A.M. Zeren Land Services, agreed to prepare this listing.for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services. Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy, completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reason whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing. In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claimsby all persons (including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party (including Zeren Land Services) of any kind or character (regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification. ZEREN LAND SERVICES A Date: December 15, 2017 By'· LM/" 94"- 11Cynthi E Zerefi as F)re*#ent Page 2 of 3 Exhibit A Parcel 1: North 350 feet of the West 14 Acres of the SEXNWK of Section 16, Township 3 South, Range 69 West of the 6th P.M. Parcel 2: The North 7 Acres of the West 14 Acres of the SEMINWK of Section 16, Township 3 South, Range 69 West of the 6th P.M., Except the North 350 feet and the South 160 feet thereof. Parcel 3: A Parcel of land situated in the SE>iNWK of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, being part of the property described in deed recorded November 15, 2010 at Reception No. 2010101910, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Southeast corner of said property at Reception No. 2010101910; thence 589°34'25"W along the South line of said property at Reception No. 2010101910 a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of said property; thence N89°34'25"E along said North line a distance of 106.01 feet to a point on the East line of said property; thence SOO°15'01"E along said East line a distance of 160.00 feet to the Point of Beginning. Parcel 4: A strip of land lying between the West 14 Acres and the East 26 Acres of the SEANWK, Except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th P.M, Page 3 of 3 Rev. 5/2017 .t./. 2-City of39'- Wheat Rgge/ COMMUNITY DEVELOPMENT Submittal Checklist: Subdivision Project Name:Quail Run 5352-5392 Quail Street Project Location: Application Contents: The following items represent a complete subdivision application. This submittal checklist applies to all types of plat applications, including major, minor, and administrative subdivision plats. Please contact a staff planner with any questions about your specific application. 1. Completed, notarized land use application form _2. Application fee _3. Signed submittal checklist (this document) _4. Proof of ownership-e.g. deed 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) _6. Mineral rights certification form-required for plats are reviewed at a public hearing _7. Commitment for title insurance-required for all major and minor subdivisions and right- of-way dedications _8. Written request and description of the proposal _9. Geodetic Surveying Requirements for Final Plats checklist-completed & signed by sun/eyor 10. Closure sheet for the exterior boundary and for all individual lots-boundary must close within a limit of 1:50,000 11. Subdivision plat Two (2) full size paper copies (24" x 36") One (1) reduced size paper copy (11" x 17") AutoCAD .dwg file format-confirm acceptable version with city staff 12. Civil documents, if required 13. Exhibit and deed for right-of-way dedication prepared by surveyor-only required if partial right-of-way is being dedicated by separate document 14. Electronic (Adobe .pdf) files of all submittal documents-these may be provided via email, CD, DVD, or USB flash drive Form and content of Subdivision Plat: Project information 1. Title of document - centered at top of page "[Subdivision Name] Located in the 1/4 Section, Township 3 South, Range 69 West of the 6th Principal Meridian..." 2. Complete metes and bounds legal description compliant with Geodetic Surveying Requirements: a. On Current City Datum (ground-based modified form of NAD83/92 (NAD83 HARN) State Plane coordinate system) b. Includes section ties to Section corners, Quarter Section corners, or to City of Wheat Ridge Permanent High Accuracy Control (PHAC) points 3. Basis of bearing statement 4. Small scale vicinity map - with north arrow and scale 5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project Community Development Department · (303) 235-2846 · www.ci.wheatridge.co.us _6. Certification blocks - including for surveyor, owner, City, and County (see cover items handout) _7. Standard easement notes (see cover items handout) _8. Ownership/unified control statement, if applicable _9. Dedicatory statement, if applicable 10. Data table with total area of site and area of individual lots (in square feet and acres) 11. Case history box and date of preparation Graphical information 12. Graphical representation of the property boundary corresponds with the legal description 13. Point of Beginning and Point of Commencement are shown 14. Monument information - including City-based monument identification number and coordinates on Current City Datum 15. Existing and proposed lot lines, with appropriate information: a. Include distances and bearings on Current City Datum b. Round all distances to the nearest 0.01-foot and all angular measurements to the nearest second b. Provide the arc length, chord length, chord bearing, central angle, and radius for all curves d. Show lot lines as "Hereby [created/removed] by this plat" 16. Existing and proposed street right-of-way, with appropriate information: a. Include all adjacent ROW widths and distances from ROW centerline to corners of subject property boundary b. Show right-of-way dedications as "Hereby dedicated by this plat" 17. Existing and proposed easements a. Show location, purpose, and dimensions of all easements b. Distances and bearings shall be consistent with the Current City Datum 18. Location and dimensions of public dedication/reservation, if any 19. Subdivision name, lot and block numbers, and zoning for adjacent properties - all adjoining parcels not previously platted are shown as "UNPLATTED" 20. Legend, north arrow, and scale - scale not to exceed 1"= 100' 21. Section ties to a minimum of two (2) property corners are included 22. NOS/NGS Statement of Accuracy included 23. All Set & Found property pins are identified 24. All encroachments or gaps have been clearly identified including any necessary note(s) 25. All lineal units are shown as being in U.S. SURVEY FEET 26. A description of the Current City Datum is included (refer to Geodetic Surveying Requirements) 27. Location of the 1 00-year floodplain (if applicable) 28. The sheet margins are 2" on the left, 1" on top, and M" on sides Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): 1. Traffic study _2. Trip Generation Study _3. Drainage Letter & Plan _4. Drainage, Grading, and Erosion Control Plan _5. Final Drainage Report & Plan ... 2 _6. Conceptual utility plans - required to gauge the appropriateness of proposed easements _7. Street sections - required to gauge the appropriate widths of ROW dedications and access easernents _8. Soils Report _9. Engineering plans which detail construction of all public improvements 10. Development Covenant Agreement 11. Phase I Environmental Assessment 12. Complete set of construction drawings (2 copies) 13. Improvement Survey Plat 14. Improvement Location Certificate 15. Site Plan 16. HOA Covenants 17. Subdivision Improvement Agreement - template to be provided by staff, exhibits to be provided by applicant As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (2nd) f11 review, I will be subject to the applicable resubmittal fee. Signature:[)ate: Name (please print):Phone: 3 41%City of Geodetic SurveyingTh9f WheatFU@ge-- PUBLIC WORKS Requirements for Final Plats TITLE OF PLAT:Ouail Run Notice to Survevor: 4 Initial each item as completed. This form shall accompany the Final Plat submittal. DRH 1. All distances for the above referenced Plat are shown using (ground) modified State Plane measurements (U.S. survey feet rounded to the nearest 0.01 ') consistent with the Current City Datum, AND the following datum information is shown on the Final Plat: a. The Current Cly Datum Coordinate System used is a ground-based modified form ofthe NAD83/92 State Plane Coordinate System, Colorado Central Zone 0502. b. Vertical Datum used is the North American Vertical Datum of 1988 (NAVI)88). c. Ground to Grid Combined Scale Factor is 0.99974780300, scaled from base point PHAC 1 (Permanent High Accuracy Control Point #1) having the following NAD83/92 State Plane coordinates: PHAC 1: Northing: 1701258.75, Easting: 311821738, Elevation: 5471.62. DRH 2. Modified State Plane coordinates consistent with the Current City' Datum are shown on the Final Plat to the nearest one-hundredth of afoot (0.01') forall property boundary corners, angle point(s). and for all point(s) of curvature/tangency. DRH 3. The following curve data for the site boundary, and for all lot lines and easement boundaries, shall be shown on the Final Plat. Atl angular measurements shall be to the nearest second and all distances to the nearest 0.01': a. Arc length. b. Chord length. c. Chord bearing. d. Central angle (delta). e. Radius. DRH 4. The Section Tie control points shall be on the Current City Datum and shown using (ground) modified State Plane distances and bearings with the Latitude/Longitude and modified State Plane coordinates shown per City of Wheat Ridge published values. All associated property boundary corners shall be in modified State Plane values consistent with the Current City Datum; a minimum of two (2) property boundary corners of the site shall be tied to any of the three (3) following control point types within the City of Wheat Ridge network: a. Section corners. b. Quarter-section corners. c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points. DRH 5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge monuments selected to establish the modified State Plane (Current Cio; Datum) bearings used for the Plat. Specify the City monument identification number, the Current City Datum coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of Bearing, and show the modified State Plane distances and bearings between them. Rev 11/12 6. The following information is included on the Plat for all monuments used: a. The City-based monument identification number. b. Modified State Plane coordinates on the Current City Datum (as supplied by the City). 7. Provide one (1) 24"X 36"paper copy on the Current City Datum as listed on this Plat, with all bearings relative to the Current City Datum Basis of Bearing, and all coordinates relative to said Current City Datum. 8. Two digital files ofthe Final Plat positioned correctly on the Current City Datum have been provided with the Plat submittal as follows: a. One (1) file in the currently acceptable version ofAutoCAD DWG format (please contact the Department of Public Works at 303.235.2861 for version info). b. One (1) file in Adobe PDF format. 9. A Closure Report showing the error of closure for the platted area was provided with the plat submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing) measurements per Section 26-407-D ofthe City ofWheat Ridge Municipal Code of Laws. 10. The following statement is included on the plat: "Per Colorado Revised Statutes Sec 38-31-106 (L), att lineal units depicted on this Land Survey Plat are U.S. Survey Feet. One Meter equals 39.37 divided by ] 2 U.S. Survey Feet according to the National Institute of Standards and Technology." 11. Per CRS 38-52-106, the Final Plat shall contain a Statement of Accuracy, as defined by the National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the Final Plat The form ofthe Statement of Accuracy shall be: The geodetic point coordinate data shown herein has been derived from the NAD 83 HARN State Plane Colorado Central FIPS 0502 Coordinate System, and has a horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence level, as defined in the Geospatial Positioning Accuracy Standards of the Federal Geodetic Control Subcommittee (FGDC-STD-007.2-1998). I hereby acknowledge all the above requirements have been addressed in a full and complete manner. Don R. Hulsev. PLS Surveyor Name (Please Print) 44- AFL) Sun'eyor Signatule Aztec Consultants, Inc.Mav 4. 2018 Firm Date For information pertaining to Section and Quarter Corner information. PHAC points, benchmarks, or for general City surveying monumentation information, please visit the City of Wheat Ridge website at: www.ci.wheatridee.co.us Or contact the Department of Public Works, Engineering Division at 303.235.2861. Rev 11/12 Gregory R. Ska!]a 5372 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 291h Avenue Wheat Ridge, CO 80033 To Whom It May Concern: I am working with SCHAL Investments, LLC in the pending sale of my property at 5372 Quail Street for the planned residential development known as -Quail Run" and support their applications with the City of Wheat Ridge for this purpose. Sincerely, 4 -obili Gregory R. Skalla Arthur Joel Aho Revocable Trust Barbara Jean Aho Revocable Trust 5392 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 29'1 Avenue Wheat Ridge, CO 80033 To Whom It May Concern: We are the Trustees for the Arthur Joel Aho Revocable Trust and the Barbara Jean Aho Revocable Trust. We are working with SCHAL Investments, LLC in the pending sale of our property at 5392 Quail Street for the planned residential development known as "Quail Run" Eli support their applications with the City of Wheat Ridge for this purpose. Sincerctly: A g,a/LWl,O., . U...J'lt Arthur J. Aho andi,Barbara J. Aho A A* D Joel & Dawn Lubker 5352 Quail Street Wheat Ridge, CO 80033 December 1,2017 City o f Wheat Ridge Planning Deprtment7500 W. 29' Avenue Wheat Ridge, CO 80033 To Whom It May Concern: We are working with SCI-IAL Investments, LLC in the pending sale ofa portion of the eastern part of our property at 5352 Quail Street that will be used for a detention pond for the Quail Run development. We support their applications with the City of Wheat Ridge for the rezoning and planned residential development of what is known as "Quail Run:'. Sincerely, doel Lubker & Dawn Lubker 5/10/2018 Parcel Map Check Report Parcel Map Check Report Client:Prepared by: Aztec Consultants 300 E. Mineral Ave. Ste 1 Littleton Co 80122 Date: 5/9/2018 11:10:16 AM Parcel Name: PLAT - B01 L01 Description: 1 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,461.782'East:3,105,719.246' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,544.311' Length: 82.53' East: 3,105,718.885' Segment# 2: Line Course: N89° 37' 29"E North: 1,714,544.674' Length: 55.50' East: 3,105,774.384' Segment# 3: Line Course: SO° 15' 01"E North: 1,714,454.525' Length: 90.15' East: 3,105,774.778' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,454.316' Length: 48.00' East: 3,105,726.778' Segment# 5: Curve Length: 11.78'Radius: 7.50' Delta: 90°00'00"Tangent: 7.50' Chord: 10.61'Course: N45° 15' 01"W file:#/C:/Users/lfrazier/AppData/Local/MicrosofUWindows/Temporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 1/68 5/10/2018 Course In: NO° 15' 01"W RP North: 1,714,461.816' End North: 1,714,461.783' Parcel Map Check Report Course Out: S89° 44' 59"W East: 3,105,726.746' East: 3,105,719.246' Perimeter: 287.96' Error Closure: 0.001 Error North : 0.0011 Area: 4,988Sq.Ft. Course: N7° 12' 33"W East: -0.0001 Precision 1: 287,960.00 Parcel Name: PLAT - B01 L02 Description: 2 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,454.524'East:3,105,774.778' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,544.673' Length: 90.15' East: 3,105,774.384' Segment# 2: Line Course: N89° 37' 29"E North: 1,714,545.001' Length: 50.00' East: 3,105,824.383' Segment# 3: Line Course: SO° 15' 01"E North: 1,714,454.742' Length: 90.26' East: 3,105,824.777' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,454.523' Length: 50.00' East: 3,105,774.778' Perimeter: 280.41'Area: 4,510Sq.Ft. file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.OutiooldARH536U3/Quail'/020Run%20Closure%20Reports.html e 5/10/2018 Parcel Map Check Report Error Closure: 0.001 Error North : -0.0009 Course: S7° 08' 35"W East: -0.0001 Precision 1: 280,410.00 Parcel Name: PLAT - B01 L03 Description: 3 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,454.743'East:3,105,824.778' SegmenW 1: Line Course: NO° 15' 01 "W North: 1,714,545.002' Length: 90.26' East: 3,105,824.383' SegmenW 2: Line Course: N89° 37' 29"E North: 1,714,545.329' Length: 50.00' East: 3,105,874.382' Segment# 3: Line Course: SO° 15' 01"E North: 1,714,454.960' Length: 90.37' East: 3,105,874.777' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,454.742' Length: 50.00' East: 3,105,824.777' Perimeter: 280.62' Error Closure. 0.001 Error North : -0.0009 Area: 4,516Sq.Ft. Course: S7° 08' 35"W East: -0.0001 Precision 1: 280,630.00 file:///C:/Users/tfrazier/AppData/Local/Microsof[Mfindows/Temporary%20Intemet'020Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 3/68 5/10/2018 Parcel Map Check Report Parcel Name: PLAT - B01 L04 Description: 4 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,454.961'East:3,105,874.777' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,545.330' Length: 90.37' East: 3,105,874.382' Segment# 2: Line Course: N89° 37' 29"E North: 1,714,545.658' Length: 50.00' East: 3,105,924.381' Segment# 3: Line Course: SO° 15' 01"E North: 1,714,455.179' Length: 90.48' East: 3,105,924.777' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,454.960' Length: 50.00' East: 3,105,874.777' Perimeter: 280.84' Error Closure: 0.001 Error North : -0.0009 Area: 4,521 Sq.Ft. Course: S7° 08' 35"W East: -0.0001 Precision 1: 280,850.00 Parcel Name: PLAT - B01 L05 Description: 5 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,455.180'East:3,105,924.777' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 4/68 5/10/2018 Parcel Map Check Report Segment# 1: Line Course: NO° 15' 01"W North: 1,714,545.659' Length: 90.48' East: 3,105,924.381' Segment# 2: Line Course: N89° 37' 29"E North: 1,714,545.986' Length: 50.00' East: 3,105,974.380' Segment# 3: Line Course: SO° 15' 01"E North: 1,714,455.397' Length: 90.59' East: 3,105,974.776' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,455.179' Length: 50.00' East: 3,105,924.777' Perimeter: 281.06' Error Closure: 0.001 Error North : -0.0009 Area: 4,527Sq.Ft. Course: S7° 08' 35"W East: -0.0001 Precision 1: 281,070.00 Parcel Name: PLAT - B01 L06 Description: 6 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,455.398'East:3,105,974.776' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,545.987' Length: 90.59' East: 3,105,974.380' Segment# 2: Line file:mC:/Users/tfrazier/AppData/Local/Microsoltmindows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 5/68 5/10/2018 Parcel Map Check Report Course: N89° 37' 29"E North: 1,714,546.315' Length: 50.00' East: 3,106,024.379' SegmenW 3: Line Course. SO° 15' 01"E North: 1,714,455.626' Length: 90.69' East: 3,106,024.776' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,455.407' Length: 50.00' East: 3,105,974.776' Perimeter: 281.28' Error Closure: 0.009 Error North : 0.0091 Area: 4,532Sq.Ft. Course: Nl ° 00' 03"W East: -0.0002 Precision 1: 31,253.33 Parcel Name: PLAT - B01 L07 Description: 7 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,455.835'East:3,106,074.775' Segment# 1: Line Course: S89° 44' 59"W North: 1,714,455.617' Length: 50.00' East: 3,106,024.776' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,546.306' Length: 90.69' East: 3,106,024.380' Segment# 3: Line Course: N89° 37' 29"E Length: 50.00' file:#/C:/Users/lfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet'620Files/Content.Outlook/ARH536U3/Qual!%20Run%20(losure%20Reports.html 6/68 5/10/2018 Parcel Map Check Report North: 1,714,546.633'East: 3,106,074.378' Segment# 4: Line Course. SO° 15' 01"E North: 1,714,455.834' Length: 90.80' East: 3,106,074.775' Perimeter: 281.50' Error Closure: 0.001 Error North : -0.0009 Area: 4,537Sq.Ft. Course: S7° 08' 35"W East: -0.0001 Precision 1: 281,490.00 Parcel Name: PLAT - B01 L08 Description: 8 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,455.835'East:3,106,074.775' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,546.634' Length: 90.80' East: 3,106,074.379' Segment# 2: Line Course: N89° 37' 29"E North: 1,714,546.962' Length: 50.00' East: 3,106,124.377' Segment# 3: Line Course: SO° 15' 01"IE North: 1,714,448.893' Length: 98.07' East: 3,106,124.806' Segment# 4: Line Course: S47° 32' 39"W North: 1,714,438.767' Length: 15.00' East: 3,106,113.739' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20]ntemet%20Files/Content.Outlook#\RH536U3/Quail%20Run%20Closure%20Reports.html 7/68 5/10/2018 Segment# 5: Curve Length: 43.79' Delta: 47°47'40" Chord: 42.54' Course In: S47° 32' 39"W RP North: 1,714,403.329' End North: 1,714,455.828' Perimeter: 297.66' Error Closure: 0.007 Error North : -0.0069 Precision 1: 42,522.86 Parcel Map Check Report Radius: 52.50' Tangent: 23.26' Course: N66° 21 ' 11 "W Course Out: NO° 15' 01"W East: 3,106,075.005' East: 3,106,074.775' Area: 4,885Sq.Ft. Course: SO° 01' 13"W East: 0.0000 Parcel Name: PLAT - B01 L09 Description: 9 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,448.899'East:3,106,124.806' Segment# 1: Line Course: NO° 15* 01"W North: 1,714,546.968' Length: 98.07' East: 3,106,124.378' Segment# 2: Line Course: N89° 37' 29"E North: 1,714,547.356' Length: 59.14' East: 3,106,183.516; Segment# 3: Line Course: SO° 12' 57"E North: 1,714,403.267' Length: 144.09' East: 3,106,184.059' file:/UC:/Users/tfrazier/AppData/Local/Microsoft/Windowsrremporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 8/68 5/10/2018 Segment# 4: Line Course: N89° 57' 47"W North: 1,714,403.303' Segment# 5: Curve Length: 38.94' Delta: 42°29'34" Chord: 38.05' Course In: N89° 57' 47"W RP North: 1,714,403.337' End North: 1,714,438.776' Segment# 6: Line Course: N47° 32' 39"E North: 1,714,448.901' Perimeter: 411.79' Error Closure: 0.006 Error North : 0.0017 Precision 1: 68,633.33 Parcel Map Check Report Length: 56.56' East: 3,106,127.499' Radius: 52.50' Tangent: 20.41' Course: N21° 12' 34"W Course Out: N47° 32' 39"E East 3,106,074.999' East: 3,106,113.734' Length: 15.00' East: 3,106,124.800' Area: 8,621 Sq.Ft. Course: N72° 32' 11 "W East: -0.0055 Parcel Name: PLAT - B01 L10 Description: 10 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,313.634'East:3,106,079.897' Segment# 1: Line Course: NO° 15' 01 "W North: 1,714,336.903' Length: 23.27' East: 3,106,079.795' Segment# 2: Curve file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windowsfremporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run°420Closure%20Reports.html 9/68 5/10/2018 Length: 21.89' Delta: 71°40'56" Chord: 20.49' Course In: N89° 44' 59"E RP North: 1,714,336.980' End North: 1,714,353.569' Segment# 3: Curve Length: 65.42' Delta: 71 °23'42" Chord: 61.27' Course In: N18° 34' 05"W RP North: 1,714,403.336' End North: 1,714,403.302' Segment# 4: Line Course: S89° 57' 47"E North: 1,714,403.266' Segment# 5: Line Course: SO° 12' 57"IE North: 1,714,314.086' Segment# 6: Line Course: S89° 44' 59"W North: 1,714,313.630' Perimeter: 360.82' Error Closure: 0.006 Error North : -0.0037 Precision 1: 60,136.67 Parcel Map Check Report Radius: 17.50' Tangent: 12.64' Course: N35° 35' 27"E Course Out: N18° 34' 05"W East: 3,106,097.295' East: 3,106,091.722' Radius: 52.50' Tangent: 37.72' Course: N35° 44' 04"E Course Out: S89° 57' 47"E East: 3,106,075.005' East: 3,106,127.505' Length: 56.56' East: 3,106,184.065' Length: 89.18' East: 3,106,184.400' Length: 104.50' East: 3,106,079.901' Area: 7,391 Sq.Ft Course: S53° 04' 08"E East: 0.0049 file:/UC:/Users/tfrazier/AppData/Local/MicrosoftMfindows/Temporary%20Intemet'.20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 10/68 5/10/2018 Parcel Map Check Report Parcel Name: PLAT - B01 L11 Description: 11 Process segment order counterclockwise: False Enable mapcheck across chord: False North: 1,714,259.634'East:3,106,080.132' Segment# 1: Line Course: NO° 15' 01 "W North: 1,714,313.634' Length: 54.00' East: 3,106,079.897' Segment# 2: Line Course: N89° 44' 59"E North: 1,714,314.090' Length: 104.50' East: 3,106,184.396' SegmenW 3: Line Course: SO° 12' 57"IE North: 1,714,260.090' Length: 54.00' East: 3,106,184.599' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,259.634' Length: 104.47' East: 3,106,080.130' Perimeter: 316.97' Error Closure: 0.002 Error North : 0.0000 Area: 5,642Sq.Ft. Course: S89° 58' 36"W East: -0.0025 Precision 1: 158,485.00 Parcel Name: PLAT - B01 L12 Description: 12 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,205.635'East:3,106,080.368' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20(losure%20Reports.html 5/10/2018 Parcel Map Check Report Segment# 1: Line Course: NO° 15' 01"W North: 1,714,259.634' Length: 54.00' East: 3,106,080.133' Segment# 2: Line Course: N89° 44' 59"IE North: 1,714,260.090' Length: 104.47' East: 3,106,184.602' Segment# 3: Line Course: SO° 12' 57"E North: 1,714,206.091' Length: 54.00' East: 3,106,184.805' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,205.635' Length: 104.44' East: 3,106,080.366' Perimeter: 316.91' Error Closure: 0.002 Error North : 0.0000 Area: 5,640Sq.Ft. Course: S89° 58' 36"W East: -0.0025 Precision 1: 158,455.00 Parcel Name: PLAT - B01 L13 Description: 13 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,151.635'East:3,106,080.604' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,205.635' Length: 54.00' East: 3,106,080.368' Segment# 2: Line file:///C:/Users/tfrazier/AppData/Local/MicrosofVWindows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 12/68 5/10/2018 Parcel Map Check Report Course: N89° 44' 59"E North: 1,714,206.091' Length: 104.44' East: 3,106,184.807' Segment# 3: Line Course: SO° 12' 57"E North: 1,714,152.091' Length: 54.00' East: 3,106,185.011' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,151.635' Length: 104.40' East: 3,106,080.612' Perimeter: 316.84' Error Closure: 0.008 Error North : 0.0000 Area: 5,639Sq.Ft. Course: N89° 40' 32"E East: 0.0075 Precision 1: 39,605.00 Parcel Name: PLAT - B01 L14 Description: 14 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,097.636'East:3,106,080.840' Segment# 1: Line Course: NO° 15' 01"W North: 1,714,151.635' Length: 54.00' East: 3,106,080.604' Segment# 2: Line Course: N89° 44' 59"E North: 1,714,152.091' Length: 104.40' East 3,106,185.003' Segment# 3: Line Course: SO° 12' 57"E Length: 54.00' file:///C:/Users/tfrazier/AppData/Local/MicrosofVWindows/Temporary'.201ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report North: 1,714,098.092'East: 3,106,185.207' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,097.636' Length: 104.37' East: 3,106,080.838' Perimeter: 316.78' Error Closure: 0.002 Error North : 0.0000 Area: 5,637Sq.Ft. Course: $89° 58' 36"W East: -0.0025 Precision 1: 158,385.00 Parcel Name: PLAT - B02 L01 Description: 1 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,401.308'East:3,105,725.510' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,401.562' Length: 58.00' East: 3,105,783.510' Segment# 2: Line Course: SO° 15' 01 "IE North: 1,714,370.002' Length: 31.56' East: 3,105,783.647' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,369.749' Length: 58.00' East: 3,105,725.648' Segment# 4: Line Course: NO° 15' 01 "W North: 1,714,401.308' Length: 31.56' East: 3,105,725.510' file:///C:/Users/tfrazier/AppDatan.ocal/Microsoft/Windows/Temporary°/020:ntemet°/020Files/Content.Outlook/ARH536U3/Quail°/020Run°/020Closure%20Reports.html 5/10/2018 Parcel Map Check Report Perimeter: 179.12' Error Closure: 0.000 Error North : 0.0000 Area: 1,830Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 179,120,000.00 Parcel Name: PLAT - B02 L02 Description: 2 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,370.003'East:3,105,783.647' Segment# 1: Line Course: SO° 15' 01"IE North: 1,714,349.713' Length: 20.29' East: 3,105,783.736' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,349.460' Length: 58.00' East: 3,105,725.737' Segment# 3: Line Course: NO° 15' 01 "W North: 1,714,369.750' Length: 20.29' East: 3,105,725.648' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,370.003' Length: 58.00' East: 3,105,783.647' Perimeter: 156.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,177Sq.Ft. Course: NO° 00' 00"E East: 0.0000 file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 15/68 5/10/2018 Parcel Map Check Report Precision 1: 156,580,000.00 Parcel Name: PLAT - B02 L03 Description: 3 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,349.712'East:3,105,783.736' Segment# 1: Line Course: SO° 15' 01 "E North: 1,714,331.422' Length: 18.29' East: 3,105,783.816' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,331.168' Length: 58.00' East: 3,105,725.817' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,349.458' Length: 18.29' East: 3,105,725.737' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,349.712' Length: 58.00' East: 3,105,783.736' Perimeter: 152.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,061 Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 152,580,000.00 Parcel Name: PLAT - B02 1-04 Description: 4 file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'0201ntemet%20Files/Content.Outlook/ARH536U3/Qua11%20Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,331.420'East:3,105,783.816' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,311.130' Length: 20.29' East: 3,105,783.905' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,310.877' Length: 58.00' East: 3,105,725.905' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,331.167' Length: 20.29' East: 3,105,725.817' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,331.420' Length: 58.00' East: 3,105,783.816' Perimeter: 156.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,177Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 156,580,000.00 Parcel Name: PLAT - B02 L05 Description: 5 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,311.129'East:3,105,783.905' Segment# 1: Line Course: SO° 15' 01"IE Length: 33.57' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report North: 1,714,277.559'East: 3,105,784.051' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,277.306' Length: 58.00' East: 3,105,726.052' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,310.875' Length: 33.57' East: 3,105,725.905' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,311.129' Length: 58.00' East: 3,105,783.905' Perimeter: 183.13' Error Closure: 0.000 Error North : 0.0000 Area: 1,947Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 183,140,000.00 Parcel Name: PLAT - B02 L06 Description: 6 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,216.817'East:3,105,784.317' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,190.237' Length: 26.58' East: 3,105,784.433' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,189.984' Length: 58.00' East: 3,105,726.433' file:///C:/Users/tfrazier/AppData/Local/MicrosoNWindows/Temporary%20:ntemet'.20Files/Content.Outlook/ARH536U3/Qual!%20Run%20(losure%20Reports.html 5/10/2018 Parcel Map Check Report Segment# 3: Line Course: NO° 15' 01"W North: 1,714,216.564' Length: 26.58' East: 3,105,726.317' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,216.817' Length: 58.00' East: 3,105,784.317' Perimeter: 169.16' Error Closure: 0.000 Error North : 0.0000 Area: 1,542Sq.Ft. Course: NO' 00' 00"E East: 0.0000 Precision 1: 169,160,000.00 Parcel Name: PLAT - B02 L07 Description: 7 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,190.239'East:3,105,784.433' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,169,949' Length: 20.29' East: 3,105,784.521' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,169.695' Length: 58.00' East: 3,105,726.522' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,189.985' Length: 20.29' East: 3,105,726.433: file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'0201ntemet%20Files/Content.Outlook/ARI-·1536U3/Quail%20Run%20Closure'.20Reports.html 5/10/2018 Parcel Map Check Report Segment# 4: Line Course: N89° 44' 59"E North: 1,714,190.239' Length: 58.00' East: 3,105,784.433' Perimeter: 156.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,177Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 156,580,000.00 Parcel Name: PLAT - B02 L08 Description: 8 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,169.947'East:3,105,784.522' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,151.657' Length: 18.29' East: 3,105,784.601' Segment# 2: Line Course: $89° 44' 59"W North: 1,714,151.404' Length: 58.00' East: 3,105,726.602' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,169.694' Length: 18.29' East: 3,105,726.522' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,169.947' Length: 58.00' East: 3,105,784.522' Perimeter: 152.58'Area: 1,061 Sq.Ft. file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet5620Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 20/68 5/10/2018 Parcel Map Check Report Error Closure: 0.000 Error North : 0.0000 Course: NO° 00' 00"E East: 0.0000 Precision 1: 152,580,000.00 Parcel Name: PLAT - B02 L09 Description: 9 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,151.656'East:3,105,784.601' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,131.366' Length: 20.29' East: 3,105,784.690' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,131.112' Length: 58.00' East: 3,105,726.691' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,151.402' Length: 20.29' East: 3,105,726.602' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,151.656' Length: 58.00' East: 3,105,784.601' Perimeter: 156.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,177Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 156,580,000.00 file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 21/68 5/10/2018 Parcel Map Check Report Parcel Name: PLAT - B02 L10 Description: 10 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,092.818'East:3,105,784.858' Segment# 1: Line Course: S89° 34' 25"W North: 1,714,092.387' Length: 58.00' East 3,105,726.860' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,131.106' Length: 38.72' East: 3,105,726.691' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,131.360' Length: 58.00' East: 3,105,784.690' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,092.810' Length: 38.55' East: 3,105,784.859' Perimeter: 193.27' Error Closure: 0.008 Error North : -0.0083 Area: 2,241 Sq.Ft. Course: S2° 08' 48"E East: 0.0003 Precision 1: 24,158.75 Parcel Name: PLAT - B02 L11 Description: 11 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,401.693'East.3,105,813.509' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20]ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 22/68 5/10/2018 Segment# 1: Line Course: N89° 44' 59"IE North: 1,714,401.857' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,344.357' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.237' Segment# 4: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: NO° 15' 01"W RP North: 1,714,354.237' End North: 1,714,354.193' Segment# 5: Line Course: NO° 15' 01"W North: 1,714,401.693' Perimeter: 185.64' Error Closure: 0.000 Error North : 0.0000 Precision 1: 185,650,000.00 Parcel Name: PLAT - B02 L12 Description: 12 Parcel Map Check Report Length: 37.47' East 3,105,850.979' Length: 57.50' East: 3,105,851.230' Length: 27.47' East: 3,105,823.760' Radius: 10.00' Tangent: 10.00' Course: N45° 15' 01"W Course Out: S89° 44' 59"W East: 3,105,823.717' East: 3,105,813.717' Length: 47.50' East: 3,105,813.509' Area: 2,133Sq.Ft. Course: SO° 00' 00"E East: 0.0000 file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quait;620Run%20Closure%20Reports.html 23/68 5/10/2018 Parcel Map Check Report Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,401.857'East:3,105,850.976' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,401.937' Length: 18.29' East: 3,105,869.266' SegmenW 2: Line Course: SO° 15' 01"IE North: 1,714,344.437' Length: 57.50' East: 3,105,869.517' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.357' Length: 18.29' East: 3,105,851.228' Segment# 4: Line Course: NO° 15 01"W North: 1,714,401.857' Length: 57.50' East: 3,105,850.976' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L13 Description: 13 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,401.937'East:3,105,869.268' Segment# 1: Line Course: N89° 44' 59"E Length: 18.29' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report North: 1,714,402.016'East: 3,105,887.558' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,344.517' Length: 57.50' East: 3,105,887.809' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.437' Length: 18.29' East: 3,105,869.519' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,401.937' Length: 57.50' East: 3,105,869.268' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L14 Description: 14 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,402.016'East:3,105,887.559' Segment# 1: Line Course: N89° 44' 59"IE North: 1,714,402.158' Length: 32.45' East: 3,105,920.009' Segment# 2: Line Course: SO© 15' 01"E North: 1,714,344.659' Length: 57.50' East: 3,105,920.260' file:#/C:/Users/tfrazier/AppData/Local/Microsoft,Windows/Temporary%20!ntemet'/620Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure'/020Reports.html 25/68 5/10/2018 Parcel Map Check Report Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.517' Length: 32.45' East: 3,105,887.810' Segment# 4: Line Course: NO° 15' 01 "W North: 1,714,402.016' Length: 57.50' East: 3,105,887.559' Perimeter: 179.91' Error Closure: 0.000 Error North : 0.0000 Area: 1,866Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 179,900,000.00 Parcel Name: PLAT - B02 L15 Description: 15 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,402.158'Eaht:3,105,920.012' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,402.300' Length: 32.45' East: 3,105,952.462' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,344.801' Length: 57.50' East: 3,105,952.713' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.659' Length: 32.45' East: 3,105,920.263' file:#/C:/Users/tfrazier/AppData/LocaVMicrosofUWindows/Temporary%20!ntemet%20Files/Content.Outtook/ARH536U3/Quail°/020Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report Segment# 4: Line Course: NO° 15' 01"W North: 1,714,402.158' Length: 57.50' East: 3,105,920.012' Perimeter: 179.91' Error Closure: 0.000 Error North : 0.0000 Area: 1,866Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 179,900,000.00 Parcel Name: PLAT - B02 L16 Description: 16 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,402.300'East:3,105,952.465' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,402.380' Length: 18.29' East: 3,105,970.755' Segment# 2: Line Course: SO° 15' 01 "E North: 1,714,344.881' Length: 57.50' East 3,105,971.006' Segment# 3: Line Course: S89° 44' 59'W North: 1,714,344.801' Length: 18.29' East: 3,105,952.716' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,402.300' Length: 57.50' East: 3,105,952.465' Perimeter: 151.58'Area: 1,052Sq.Ft. file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'020:ntemet%20Files/Content.Outlook/ARH536U3/Qual£%20Run%20Closure%20Reports.html 27/68 5/10/2018 Parcel Map Check Report Error Closure: 0.000 Error North : 0.0000 Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L17 Description: 17 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,402.380'East:3,105,970.757' SegmenW 1: Line Course: N89° 44' 59"E North: 1,714,402.460' Length: 18.29' East: 3,105,989.046' Segment# 2: Line Course: SO° 15' 01 "E North: 1,714,344.960' Length: 57.50' East: 3,105,989.298' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.881' Length: 18.29' East: 3,105,971.008' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,402.380' Length: 57.50' East: 3,105,970.757' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1.151,580,000.00 file:///C:/Users/tfrazier/AppData/Local/MicrosoftA'Vindows/Temporary%20:ntemet°/020Files/Content.Outlook/ARH536Ul/Qual!%20Run%20Closure%20Reports.html 28/68 5/10/2018 Parcel Map Check Report Parcel Name: PLAT - 802 L18 Description: 18 Process segment order counterclockwise: False Enable mapcheck across chord: False North: 1,714,402.460'East.3,105,989.048' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,402.624' Length: 37.46' East: 3,106,026.508' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,345.124' Length: 57.50' East: 3,106,026.759' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,344.960' Length: 37.46' East: 3,105,989.299' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,402.460' Length: 57.50' East: 3,105,989.048' Perimeter: 189.92' Error Closure: 0.000 Error North : 0.0000 Area: 2,154Sq.Ft. Course: NO° 00' 00"IE East: 0.0000 Precision 1: 189,920,000.00 Parcel Name: PLAT - B02 L19 Description: 19 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,310.194'East:3,105,813.909' file:///C:/Users/tfrazier/AppData/Local/MicrosofUWindows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quai:%20Run%20Closure%20Reports.html 5/10/2018 Segment# 1: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: N89° 44' 59"IE RP North: 1,714,310.238' End North: 1,714,320.237' Segment# 2: Line Course: N89° 44' 59"E North: 1,714,320.357' Segment# 3: Line Course: SO° 15' 01"IE North: 1,714,262.858' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,262.694' Segment# 5: Line Course: NO° 15' 01"W North: 1,714,310.194' Perimeter: 185.64' Error Closure: 0.000 Error North : 0.0000 Precision 1: 185,650,000.00 Parcel Name: PLAT - B02 L20 Description: 20 Parcel Map Check Report Radius: 10.00' Tangent: 10.00' Course: N44° 44' 59"E Course Out: N0° 15' 01"W East: 3,105,823.909' East: 3,105,823.865' Length: 27.47' East: 3,105,851.335' Length: 57.50' East: 3,105,851.586' Length: 37.47' East: 3,105,814.117' Length: 47.50' East: 3,105,813.909' Area: 2,133Sq.Ft. Course: N75° 57' 50"IE East: 0.0000 file:#/C:/Users/tfrazier/AppData/Local/MicrosofVWindowsfFemporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20(losure%20Reports.html 30/68 5/10/2018 Parcel Map Check Report Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,262.938'East:3,105,869.875' SegmenW 1: Line Course: S89° 44' 59"W North: 1,714,262.858' Length: 18.29' East: 3,105,851.585' SegmenW 2: Line Course: NO° 15' 01"W North: 1,714,320.357' Length: 57.50' East: 3,105,851.334' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,320.437' Length: 18.29' East: 3,105,869.624' Segment# 4: Line Course: SO° 15' 01"IE North: 1,714,262.938' Length: 57.50' East: 3,105,869.875' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L21 Description: 21 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,263.018'East:3,105,888.167' Segment# 1: Line Course: S89° 44' 59"W Length: 18.29' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporar>,%201ntemet%20Files/Content.OutloolUARH536U3/Quai1%20Rur'1%20(losure%20Reports.html 5/10/2018 Parcel Map Check Report North: 1,714,262.938'East: 3,105,869.877' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,320.437' Length: 57.50' East: 3,105,869.626' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,320.517' Length: 18.29' East: 3,105,887.915' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,263.018' Length: 57.50' East: 3,105,888.167' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L22 Description: 22 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,263.160'East:3,105,920.620' Segment# 1: Line Course: S89° 44' 59"W North: 1,714,263.018' Length: 32.45' East: 3,105,888.170' Segment# 2: Line Course: NO° 15' 01 "W North: 1,714,320.517' Length: 57.50' East: 3,105,887.919' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 32/68 5/10/2018 Parcel Map Check Report Segment# 3: Line Course: N89° 44' 59"E North: 1,714,320.659' Length: 32.45' East: 3,105,920.368' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,263.160' Length: 57.50' East: 3,105,920.620' Perimeter: 179.91' Error Closure: 0.000 Error North : 0.0000 Area: 1,866Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 179,900,000.00 Parcel Name: PLAT - B02 L23 Description: 23 Process segment order counterdockwise: False Enable mapcheck across chord: False North:1,714,263.301'East:3,105,953.072' Segment# 1: Line Course: S89° 44' 59"W North: 1,714,263.160' Length: 32.45' East: 3,105,920.623' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,320.659' Length: 57.50' East: 3,105,920.372' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,320.801' Length: 32.45' East: 3,105,952.821' file:///C:/Users/tfrazier/AppData/Local/MicrosofIA,Vindows/Temporary'.20!ntemet'1020Files/Content.Outlook/ARI·1536UJ/Quail%20Run%20Closure%20Reports.html 33/68 5/10/2018 Parcel Map Check Report Segment# 4: Line Course: SO° 15' 01"E North: 1,714,263.301' Length: 57.50' East: 3,105,953.072' Perimeter: 179.91' Error Closure: 0.000 Error North : 0.0000 Area: 1,866Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 179,900,000.00 Parcel Name: PLAT - B02 L24 Description: 24 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,263.381'East:3,105,971.364' Segment# 1: Line Course: S89° 44' 59"W North: 1,714,263.301' Length: 18.29' East: 3,105,953.074' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,320.801' Length: 57.50' East: 3,105,952.823' Segment# 3: Line Course: N89° 44' 59"IE North: 1,714,320.881' Length: 18.29' East: 3,105,971.113' Segment# 4: Line Course: SO° 15' 01"IE North: 1,714,263.381' Length: 57.50' East: 3,105,971.364' Perimeter: 151.58'Area: 1,052Sq.Ft. file://C:/Users/tfrazier/AppData/Local/Microsoft/Windowsfremporary'/0201ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 34/68 5/10/2018 Parcel Map Check Report Error Closure: 0.000 Error North : 0.0000 Course: NO° 00' 00"IE East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L25 Description: 25 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,263.461'East:3,105,989.655' Segment# 1: Line Course: S89° 44' 59"W North: 1,714,263.381' Length: 18.29' East: 3,105,971.366' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,320.881' Length: 57.50' East: 3,105,971.114' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,320.961' Length: 18.29' East: 3,105,989.404' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,263.461' Length: 57.50' East: 3,105,989.655' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 file:#/C:/Users/tfrazier/AppData/Local/MicrosofUWindows/Temporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 35/68 5/10/2018 Parcel Map Check Report Parcel Name: PLAT - B02 L26 Description: 26 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,321.124'East:3,106,026.863' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,263.625' Length: 57.50' East: 3,106,027.114' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,263.461' Length: 37.46' East: 3,105,989.655' SegmenW 3: Line Course: NO° 15' 01"W North: 1,714,320.961' Length: 57.50' East: 3,105,989.404' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,321.124' Length: 37.46' East: 3,106,026.863' Perimeter: 189.92' Error Closure: 0.000 Error North : 0.0000 Area: 2,154Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 189,920,000.00 Parcel Name: PLAT - B02 L27 Description: 27 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,233.625'East:3,106,027.246' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'020Intemet%20Files/Content.OullootdARH536U3/Quail%20Run%20Closure%20Reports.html 36/68 5/10/2018 Parcel Map Check Report Segment# 1: Line Course: SO° 15' 01"E North: 1,714,176.126' Length: 57.50' East: 3,106,027.497' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,175.962' Length: 37.46' East: 3,105,990.037' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,233.462' Length: 57.50' East: 3,105,989.786' SegmenW 4: Line Course: N89° 44' 59"E North: 1,714,233.625' Length: 37.46' East: 3,106,027.246' Perimeter: 189.92' Error Closure: 0.000 Error North : 0.0000 Area: 2,154Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 189,920,000.00 Parcel Name: PLAT - B02 L28 Description: 28 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,233.382'East:3,105,971.495' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,233.461' Length: 18.29' East: 3,105,989.785' Segment# 2: Line file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet'/020Files/Content.Outlook/ARH536U3/Quail'/020Run%20Closure'.20Reports.html 37/68 5/10/2018 Parcel Map Check Report Course: SO° 15' 01"E North: 1,714,175.962' Length: 57.50' East: 3,105,990.036' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,175.882' Length: 18.29' East: 3,105,971.746' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,233.382' Length: 57.50' East: 3,105,971.495' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L29 Description: 29 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,233.302'East:3,105,953.203' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,233.382' Length: 18.29' East: 3,105,971.493' Segment# 2: Line Course: SO° 15' 01 "E North: 1,714,175.882' Length: 57.50' East: 3,105,971.744' Segment# 3: Line Course: S89° 44' 59"W Length: 18.29' file:///C:/Users/tfrazier/AppData/Local/MicrosofVWindows/Temporary%201ntemet'/020Files/Content.Outiook/ARH536U3/Quail%20Run%20Closure%20Reports.html 38/68 5/10/2018 Parcel Map Check Report North: 1,714,175.802'East: 3,105,953.455' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,233.302' Length: 57.50' East: 3,105,953.203' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L30 Description: 30 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,233.160'East:3,105,920.747' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,233.302' Length: 32.46' East: 3,105,953.206' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,175.802' Length: 57.50' East: 3,105,953.457' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,175.660' Length: 32.46' East: 3,105,920.998' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,233.160' Length: 57.50' East: 3,105,920.747' file:///C:/Users/tfrazier/AppData/Local/MicrosofVWindows/Temporary%20!ntemet%20Files/Content.OutlooldARH536U3/Quail%20Run%20Closure%20Reports.html 39/68 5/10/2018 Parcel Map Check Report Perimeter: 179.91' Error Closure: 0.000 Error North : 0.0000 Area: 1,866Sq.Ft. Course: NO° 00' 00"E East: 0.0000 Precision 1: 179,920,000.00 Parcel Name: PLAT - B02 L31 Description: 31 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,233.018'East:3,105,888.298' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,233.160' Length: 32.45' East: 3,105,920.747' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,175.660' Length: 57.50' East: 3,105,920.999' Segment# 3: Line Course: $89° 44' 59"W North: 1,714,175.519' Length: 32.45' East: 3,105,888.549' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,233.018' Length: 57.50' East: 3,105,888.298' Perimeter: 179.90' Error Closure: 0.000 Error North : 0.0000 Area: 1,866Sq.Ft. Course: NO° 00' 00"E East: 0.0000 me:#/C:/Users/tfrazier/AppData/locaUMicrosoft/Windows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure'.20Reports.html 40/68 5/10/2018 Parcel Map Check Report Precision 1: 179,900,000.00 Parcel Name: PLAT - B02 L32 Description: 32 Process segment order counterclockwise: False Enable mapcheck across chord: False North: 1,714,232.938'East.3,105,870.006' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,233.018' Length: 18.29' East: 3,105,888.296' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,175.519' Length: 57.50' East: 3,105,888.547' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,175.439' Length: 18.29' East: 3,105,870.257' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,232.938' Length: 57.50' East: 3,105,870.006' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"IE East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - 802 L33 Description: 33 file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 41/68 5/10/2018 Parcel Map Check Report Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,232.858'East:3,105,851.715' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,232.938' Length: 18.29' East: 3,105,870.005' Segment# 2: Line Course: SO° 15' 01"E North: 1,714,175.439' Length: 57.50' East: 3,105,870.256' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,175.359' Length: 18.29' East: 3,105,851.966' Segment# 4: Line Course: NO° 15' 01"W North: 1,714,232.858' Length: 57.50' East: 3,105,851.715' Perimeter: 151.58' Error Closure: 0.000 Error North : 0.0000 Area: 1,052Sq.Ft. Course: NO° 00' 00"IE East: 0.0000 Precision 1: 151,580,000.00 Parcel Name: PLAT - B02 L34 Description: 34 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,175.239'East:3,105,824.499' Segment# 1: Curve Length: 15.71'Radius: 10.00' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20!ntemet°/020Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 5/10/2018 Delta: 90°00'00" Chord: 14.14' Course In: NO° 15' 01"W RP North: 1,714,185.239' End North: 1,714,185.195' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,232.695' SegmenW 3: Line Course: N89° 44' 59"E North: 1,714,232.858' SegmenW 4: Line Course: SO° 15' 01"E North: 1,714,175.359' SegmenW 5: Line Course: S89° 44' 59"W North: 1,714,175.239' Perimeter: 185.64' Error Closure: 0.000 Error North : 0.0000 Precision 1: 185,650,000.00 Parcel Map Check Report Tangent: 10.00' Course: N45° 15' 01"W Course Out: S89° 44' 59"W East: 3,105,824.455' East: 3,105,814.455' Length: 47.50' East: 3,105,814.248' Length: 37.47' East: 3,105,851.717' Length: 57.50' East: 3,105,851.969' Length: 27.47' East: 3,105,824.499' Area: 2,133Sq.Ft. Course: SO° 00' 00"E East: 0.0000 Parcel Name: PLAT - B02 L35 Description: 35 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,093.320'East:3,105,852.324' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20]ntemet'020Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 43/68 5/10/2018 Segment# 1: Line Course: S89° 34' 25"W North: 1,714,093.041' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,141.191' Segment# 3: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: N89° 44' 59"E RP North: 1,714,141.235' End North: 1,714,151.235' Segment# 4: Line Course: N89° 44' 59"E North: 1,714,151.355' Segment# 5: Line Course: SO° 15' 01"E North: 1,714,093.315' Perimeter: 186.84' Error Closure: 0.005 Error North : -0.0052 Precision 1: 37,368.00 Parcel Map Check Report Length: 37.47' East: 3,105,814.855' Length: 48.15' East: 3,105,814.645' Radius: 10.00' Tangent: 10.00' Course: N44° 44' 59"E Course Out NO° 15' 01"W East: 3,105,824.645' East: 3,105,824.601' Length: 27.47' East: 3,105,852.071' Length: 58.04' East: 3,105,852.325' Area: 2,155Sq.Ft. Course: S2° 12' 37"E East: 0.0002 Parcel Name: PLAT - B02 L36 Description: 36 file:///C:/Users/tfrazier/AppData/LocaVMicrosoft/Windows/Temporary%20!ntemet%20Files/Content.Oullook/ARH536U3/Quail%20Run%20Closure'.20Reports.html 44/68 5/10/2018 Parcel Map Check Report Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,093.456'East:3,105,870.616' Segment# 1: Line Courser S89° 34' 25"W North: 1,714,093.320' Length: 18.29' East: 3,105,852.326' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.360' Length: 58.04' East: 3,105,852.073' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,151.440' Length: 18.29' East: 3,105,870.362' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,093.460' Length: 57.98' East: 3,105,870.616' Perimeter: 152.61' Error Closure: 0.004 Error North : 0.0038 Area: 1,061 Sq.Ft. Course: Nl ° 03' 31"E East: 0.0001 Precision 1: 38,150.00 Parcel Name: PLAT - B02 L37 Description: 37 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,093.592'East:3,105,888.907' Segment# 1: Line Course: S89° 34' 25"W Length: 18.29' file:#/C:/Users/tfrazier/AppData/Local/MicrosoNWindows/Temporary'/020intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report North: 1,714,093.456'East: 3,105,870.617' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.436' Length: 57.98' East: 3,105,870.364' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,151.516' Length: 18.29' East: 3,105,888.654' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,093.586' Length: 57.93' East: 3,105,888.907' Perimeter: 152.49' Error Closure: 0.006 Error North : -0.0062 Area: 1,060Sq.Ft. Course: Sl ° 02' 47"E East: 0.0001 Precision 1: 25,415.00 Parcel Name: PLAT - B02 L38 Description: 38 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,093.834'East:3,105,921.355' Segment# 1: Line Course: S89° 34' 25"W North: 1,714,093.592' Length: 32.45' East: 3,105,888.906' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.522' Length: 57.93' East: 3,105,888.653' file:///C:/Users/tfrazier/AppData/LocaVMicrosoft/Windows/Temporary%20Intemet%20Files/Content.Outlook#ARH536U3/Quail%20Run%20Closure%20Reports.html 46/68 5/10/2018 Parcel Map Check Report Segment# 3: Line Course: N89° 44' 59"E North: 1,714,151.664' Length: 32.45' East: 3,105,921.103' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,093.834' Length: 57.83' East: 3,105,921.356' Perimeter: 180.65' Error Closure: 0.000 Error North : 0.0003 Area: 1,878Sq.Ft. Course: N30° 28' 04"E East: 0.0002 Precision 1: 180,660,000.00 Parcel Name: PLAT - B02 L39 Description: 39 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,094.076'East:3,105,953.812' Segment# 1: Line Course: S89° 34' 25"W North: 1,714,093.834' Length: 32.46' East: 3,105,921.353' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.663' Length: 57.83' East: 3,105,921.100' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,151.805' Length: 32.46' East: 3,105,953.560' file:///C:/Users/tfrazier/AppData/Local/MicrosofVWindows/Temporary'0201ntemet%20Files/Content.OutlooldARH536U3/Qual!%20Run%20Closure'1020Reports.html 47/68 5/10/2018 Parcel Map Check Report Segment# 4: Line Course: SO° 15' 01"E North: 1,714,094.076' Length: 57.73' East: 3,105,953.812' Perimeter: 180.47' Error Closure. 0.000 Error North : 0.0002 Area: 1,875Sq.Ft. Course: N33° 45' 34"E East: 0.0002 Precision 1: 180,480,000.00 Parcel Name: PLAT - B02 L40 Description: 40 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,094.212'East:3,105,972.103' Segment# 1: Line Course: S89° 34' 25"W North: 1,714,094.076' Length: 18.29' East: 3,105,953.814' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.805' Length: 57.73' East: 3,105,953.561' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,151.885' Length: 18.29' East: 3,105,971.851' Segment# 4: Line Course: SO° 15' 01 "E North: 1,714,094.215' Length: 57.67' East: 3,105,972.103' Perimeter: 151.98'Area: 1,055Sq.Ft. file:///C:/Users/tfrazier/AppData/Local/MicrosoftANindows/Temporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quai!%20Run%20Closure'.20Reports.html 48/68 5/10/2018 Parcel Map Check Report Error Closure: 0.004 Error North : 0.0038 Course: Nl° 03' 31"E East: 0.0001 Precision 1: 37,995.00 Parcel Name: PLAT - B02 L41 Description: 41 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,094.348'East:3,105,990.394' SegmenW 1: Line Course: S89° 34' 25"W North: 1,714,094.212' Length: 18.29' East: 3,105,972.105' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.881' Length: 57.67' East: 3,105,971.853' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,151.961' Length: 18.29' East: 3,105,990.143' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,094.342' Length: 57.62' East: 3,105,990.394' Perimeter: 151.87' Error Closure: 0.006 Error North : -0.0062 Area. 1,054Sq.Ft Course: Sl°02'47"E East: 0.0001 Precision 1: 25,311.67 file:///C:/Users/tfrazier/AppData/local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail'620Run%20Closure'.20Reports.html 49/68 5/10/2018 Parcel Map Check Report Parcel Name. PLAT - 802 L42 Description: 42 Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,094.627'East:3,106,027.853' Segment# 1: Line Course: S89° 34' 25"W North: 1,714,094.348' Length: 37.46' East: 3,105,990.394' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,151.967' Length: 57.62' East: 3,105,990.142' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,152.131' Length: 37.46' East: 3,106,027.602' Segment# 4: Line Course: SO° 15' 01"E North: 1,714,094.631' Length: 57.50' East: 3,106,027.853' Perimeter: 190.03' Error Closure: 0.005 Error North : 0.0049 Area: 2,156Sq.Ft. Course: Nl ° 50' 08"E East: 0.0002 Precision 1: 38,008.00 Parcel Name: PLAT - ROW Description: ROW Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,050.104'East:3,106,028.047' file:///C:/Users/tfrazier/AppData/Local/Microsoft,Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20(losure%20Reports.html 5/10/2018 Segment# 1: Curve Length: 8.08' Delta: 37°02'45" Chord: 7.94' Course In: S36° 37' 10"W RP North: 1,714,040.071' End North: 1,714,052.571' Segment# 2: Line Course: S89° 34' 25"W North: 1,714,050.591' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,064.351' Segment# 4: Line Course: S89° 32' 53"W North: 1,714,064.036' Segment# 5: Line Course: NO° 15' 01"W North: 1,714,544.271' Segment# 6: Line Course: N89° 37' 29"E North: 1,714,544.314' Segment# 7: Line Course: SO° 15' 01"E North: 1,714,461.785' Segment# 8: Curve Parcel Map Check Report Radius: 12.50' Tangent: 4.19' Course: N71 ° 54' 12"W Course Out: N0° 25' 35"W East: 3,106,020.591' East: 3,106,020.498' Length: 265.96' East: 3,105,754.546' Length: 13.76' East: 3,105,754.485' Length: 40.00' East: 3,105,714.487' Length: 480.24' East: 3,105,712.389' Length: 6.50' East: 3,105,718.889' Length: 82.53; East: 3,105,719.249' file:#/C:/Users/tfrazier/AppData/local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Qual!%20Run%20Closure%20Reports.html 51/68 5/10/2018 Length: 11.78' Delta: 90°00'00" Chord: 10.61' Course In: N89° 44' 59"E RP North: 1,714,461.817' End North: 1,714,454.317' Segment# 9: Line Course: N89° 44' 59"E North: 1,714,454.527' SegmenW 10: Line Course: N89° 44' 59"E North: 1,714,454.745' SegmenW 11: Line Course: N89° 44' 59"E North: 1,714,454.964' Segment# 12: Line Course: N89° 44' 59"E North: 1,714,455.182' Segment# 13: Line Course: N89° 44' 59"E North: 1,714,455.401' Segment# 14: Line Course: N89° 44' 59"E North: 1,714,455.619' Segment# 15: Line Course: N89° 44' 59"IE Parcel Map Check Report Radius: 7.50' Tangent: 7.50' Course: S45° 15' 01"E Course Out: SO° 15' 01"E East: 3,105,726.749' East: 3,105,726.782' Length: 48.00' East: 3,105,774.782' Length: 50.00' East: 3,105,824.781' Length: 50.00' East: 3,105,874.781' Length: 50.00' East: 3,105,924.780' Length: 50.00' East: 3,105,974.780' Length: 50.00' East: 3,106,024.779' Length: 50.00' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Repons.html 52/68 5/10/2018 North: 1,714,455.837' Segment# 16: Curve Length: 43.79' Delta: 47°47'40" Chord: 42.54' Course In: SO° 15' 01"E RP North: 1,714,403.338' End North: 1,714,438.777' Segment# 17: Curve Length: 38.94' Delta: 42°29'34" Chord: 38.05' Course In: S47° 32' 39'W RP North: 1,714,403.338' End North: 1,714,403.304' Segment# 18: Curve Length: 65.42' Delta: 71°23'42" Chord: 61.27' Course In: N89° 57' 47"W RP North: 1,714,403.338' End North: 1,714,353.571' Segment# 19: Curve Length: 21.89' Delta: 71°40'56" Chord: 20.49' Course In: S18° 34' 05"E RP North: 1,714,336.982' End North: 1,714,336.905' Parcel Map Check Report East: 3,106,074.779' Radius: 52.50' Tangent: 23.26' Course: S66° 21' 11"E Course Out: N47° 32' 39"E East: 3,106,075.008' East 3,106,113.742' Radius: 52.50' Tangent: 20.41' Course: S21° 12' 34"E Course Out: S89° 57' 47"E East: 3,106,075.008' East: 3,106,127.508' Radius: 52.50' Tangent: 37.72' Course: S35° 44' 04"W Course Out: 318° 34' 05"E East: 3,106,075.008' East: 3,106,091.726' Radius: 17.50' Tangent: 12.64' Course: S35° 35' 27"W Course Out: S89° 44' 59"W East: 3,106,097.298' East: 3,106,079.798' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary56201ntemet%20Files/Content.Outlook/ARH536US/Quail%20Run%20Closure%20Reports.html 53/68 5/10/2018 Parcel Map Check Report Segment# 20: Line Course: SO° 15' 01"IE North: 1,714,313.636' Length: 23.27' East: 3,106,079.900' Segment# 21: Line Course: SO° 15' 01"E North: 1,714,259.636' Length: 54.00' East: 3,106,080.136' Segment# 22: Line Course: SO° 15' 01"IE North: 1,714,205.637' Length: 54.00' East: 3,106,080.372' Segment# 23: Line Course: SO° 15' 01"E North: 1,714,151.637' Length: 54.00' East: 3,106,080.608' Segment# 24: Line Course: SO° 15' 01"E North: 1,714,097.638' Length: 54.00' East: 3,106,080.843' Segment# 25: Line Course: SO° 15' 01"E North: 1,713,887.300' Length: 210.34' East: 3,106,081.762' Segment# 26: Line Course: S89° 32' 53"W North: 1,713,886.882' Length: 53.00' East: 3,106,028.764' Segment# 27: Line Course: NO° 15' 01"W North: 1,714,046.880' Length: 160.00' East: 3,106,028.065' file:#/C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 54/68 5/10/2018 Parcel Map Check Report Segment# 28: Line Course: NO° 15' 01"W North: 1,714,050.110' Length: 3.23' East: 3,106,028.051' Perimeter: 3,311.66' Error Closure: 0.007 Error North : 0.0063 Area: 67,730Sq.Ft. Course: N28° 51' 46"E East: 0.0035 Precision 1: 298,961.43 Parcel Name: PLAT - TRACT A Description: TRACT A Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,277.563'East:3,105,784.051' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,216.814' Length: 60.75' East: 3,105,784.317' Segment# 2: Line Course: $89° 44' 59"W North: 1,714,216.560' Length: 58.00' East: 3,105,726.317' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,277.310' Length: 60.75' East: 3,105,726.052' Segment# 4: Line Course. N89° 44' 59"E North: 1,714,277.563' Length: 58.00' East: 3,105,784.051' Perimeter: 237.49'Area: 3,523Sq.Ft. file:///C:/Users/tfrazier/AppDatalocaUMicrosoft/Windows/Temporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail'620Run%20(losure%20Reports.html 55/68 5/10/2018 Parcel Map Check Report Error Closure: 0.000 Error North : 0.0000 Course: NO° 00' 00"E East: 0.0000 Precision 1: 237,500,000.00 Parcel Name: PLAT - TRACT B Description: TRACT B Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,714,263.625'East:3,106,027.115' SegmenW 1: Line Course: SO° 15' 01"E North: 1,714,233.625' Length: 30.00' East: 3,106,027.246' Segment# 2: Line Course: S89° 44' 59"W North: 1,714,233.462' Length: 37.46' East: 3,105,989.786' Segment# 3: Line Course: S89° 44' 59"W North: 1,714,233.382' Length: 18.29' East: 3,105,971.496' Segment# 4: Line Course: S89° 44' 59"W North: 1,714,233.302' Length: 18.29' East: 3,105,953.206' Segment# 5: Line Course: S89° 44' 59"W North: 1,714,233.160' Length: 32.46' East: 3,105,920.747' Segment# 6: Line Course: S89° 44' 59"W Length: 32.45' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windowsfremporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure'.20Reports.html 56/68 5/10/2018 Parcel Map Check Report North: 1,714,233.018'East: 3,105,888.297' Segment# 7: Line Course: S89° 44' 59"W North: 1,714,232.938' Length: 18.29' East: 3,105,870.007' Segment# 8: Line Course: S89° 44' 59"W North: 1,714,232.858' Length: 18.29' East: 3,105,851.717' Segment# 9: Line Course: S89° 44' 59"W North: 1,714,232.695' Length: 37.47' East: 3,105,814.248' Segment# 10: Line Course: NO° 15' 01"W North: 1,714,262.694' Length: 30.00' East: 3,105,814.117' Segment# 11: Line Course: N89° 44' 59"E North: 1,714,262.858' Length: 37.47' East: 3,105,851.586' Segment# 12: Line Course: N89° 44' 59"IE North: 1,714,262.938' Length: 18.29' East: 3,105,869.876' Segment# 13: Line Course: N89° 44' 59"IE North: 1,714,263.018' Length: 18.29' East: 3,105,888.166' Segment# 14: Line Course: N89° 44' 59"E North: 1,714,263.160' Length: 32.45' East: 3,105,920.616' file:/#C:/Users/tfrazier/AppData/Local/MicrosofFWindows/Temporary'020Intemet%20Files/Content.Outlook/ARH536U3/Quail'620Run%20Closure%20Reports.html 5/10/2018 Parcel Map Check Report Segment# 15: Line Course: N89° 44' 59"E North: 1,714,263.301' Length: 32.45' East: 3,105,953.065' Segment# 16: Line Course: N89° 44' 59"E North: 1,714,263.381' Length: 18.29' East: 3,105,971.355' Segment# 17: Line Course: N89° 44' 59"E North: 1,714,263.461' Length: 18.29' East: 3,105,989.645' Segment# 18: Line Course: N89° 44' 59"E North: 1,714,263.625' Length: 37.46' East: 3,106,027.105' Perimeter: 486.00' Error Closure: 0.010 Error North : 0.0000 Area: 6,390Sq.Ft. Course: S89° 44' 59"W East: -0.0100 Precision 1: 48,599.00 Parcel Name: PLAT - TRACT C Description: TRACT C Process segment order counterclockwise: False Enable mapcheck across chord: False Nor'th:1,714,050.104'East:3,106,028.047' Segment# 1: Line Course: SO° 15' 01"E North: 1,714,046.874' Length: 3.23' East: 3,106,028.062' file:///C:/Users/tfrazier/AppData/LocaVMicrosoft/Windowsfremporary'020!ntemet'620Files/Content.OutlootdARH536U3/Quail%20Run%20Closure'/020Reports.html 58/68 5/10/2018 Segment# 2: Line Course: S89° 32' 53"W North: 1,714,044.716' Segment# 3: Line Course: NO° 15' 01"W North: 1,714,050.586' Segment# 4: Line Course: N89° 34' 25"E North: 1,714,052.566' Segment# 5: Curve Length: 8.08' Delta: 37°02'45" Chord: 7.94' Course In: SO° 25' 35"E RP North: 1,714,040.066' End North: 1,714,050.099' Perimeter: 556.65' Error Closure: 0.005 Error North : -0.0051 Precision 1: 111,328.00 Parcel Map Check Report Length: 273.50' East: 3,105,754.570' Length: 5.87' East: 3,105,754.544' Length: 265.96' East: 3,106,020.497' Radius: 12.50' Tangent: 4.19' Course: S71° 54' 12"E Course Out: N36° 37' 10"E East: 3,106,020.590' East: 3,106,028.046' Area: 1,584Sq.Ft. Course: S12° 43' 48"W East: -0.0011 Parcel Name: PLAT - TRACT D Description: TRACT D Process segment order counterclockwise: False Enable mapcheck across chord: False North:1,713,888.054'East:3,106,178.000' Segment# 1: Line file:///C:/Users/tfrazier/AppData/Local/Microsofimindowsfremporary%20!ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 59/68 5/10/2018 Parcel Map Check Report Course: S89° 32' 53"W North: 1,713,887.294' Length: 96.24' East: 3,106,081.763' Segment# 2: Line Course: NO° 15' 01"W North: 1,714,097.632' Length: 210.34' East: 3,106,080.844' Segment# 3: Line Course: N89° 44' 59"E North: 1,714,098.088' Length: 104.37' East: 3,106,185.213' Segment# 4: Line Course. SO° 12' 57"E North: 1,713,610.132' Length: 487.96' East: 3,106,187.051' SegmenW 5: Line Course: S89° 32' 53"W North: 1,713,610.071' Length: 7.69' East: 3,106,179.361' Segment# 6: Line Course: NO° 16' 48"W North: 1,713,888.048' Length: 277.98' East: 3,106,178.003' Perimeter: 1,184.59' Error Closure: 0.007 Error North : -0.0057 Area: 24,103Sq.Ft. Course: S28° 31' 07"E East: 0.0031 Precision 1: 169,225.71 Parcel Name: PLAT - TRACT E Description: TRACT E Process segment order counterclockwise: False Enable mapcheck across chord: False file:#/C:/Users/tfrazier/AppData/Local/MicrosofVWindows/Temporary%20]ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 60/68 5/10/2018 North.1,714,401.562' Segment# 1: Line Course: N89° 44' 59"E North: 1,714,401.693' SegmenW 2: Line Course: SO° 15' 01"E North: 1,714,354.193' Segment# 3: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: N89° 44' 59"E RP North: 1,714,354.237' End North: 1,714,344.237' Segment# 4: Line Course: N89° 44' 59"IE North: 1,714,344.357' Segment# 5: Line Course: N89° 44' 59"E North: 1,714,344.437' Segment# 6: Line Course: N89° 44' 59"E North: 1,714,344.517' Segment# 7: Line Course: N89° 44' 59"E North: 1,714,344.659' Parcel Map Check Report East:3,105,783.510' Length: 30.00' East: 3,105,813.509' Length: 47.50' East: 3,105,813.717' Radius: 10.00' Tangent: 10.00' Course: S45° 15' 01"E Course Out: SO' 15' 01 "IE East: 3,105,823.717' East: 3,105,823.760' Length: 27.47' East: 3,105,851.230' Length: 18.29' East: 3,105,869.520' Length: 18.29' East: 3,105,887.810' Length: 32.45' East: 3,105,920.259' file:///C:/Users/tfrazier/AppData/Local/MicrosofUWindows/Temporary%20]ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 61/68 . 5/10/2018 Parcel Map Check Report Segment# 8: Line Course: N89° 44' 59"E North: 1,714,344.800' Length: 32.45' East: 3,105,952.709' Segment# 9: Line Course: N89° 44' 59"E North: 1,714,344.880' Length: 18.29' East: 3,105,970.999' Segment# 10: Line Course: N89° 44' 59"IE North: 1,714,344.960' Length: 18.29' East: 3,105,989.289' Segment# 11: Line Course: N89° 44' 59"E North: 1,714,345.124' Length: 37.46' East: 3,106,026.748' Segment# 12: Line Course: SO° 15' 01 "E North: 1,714,321.124' Length: 24.00' East: 3,106,026.853' Segment# 13: Line Course: S89° 44' 59"W North: 1,714,320.960' Length: 37.46' East: 3,105,989.394' Segment# 14: Line Course: S89° 44' 59"W North: 1,714,320.881' Length: 18.29' East: 3,105,971.104' Segment# 15: Line Course: S89° 44' 59"W North: 1,714,320.801' Length: 18.29' East: 3,105,952.814' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'0201ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20(losure%20Reports.html 62/68 5/10/2018 Segment# 16: Line Course: S89° 44' 59"W North: 1,714,320.659' Segment# 17: Line Course: S89° 44' 59"W North: 1,714,320.517' Segment# 18: Line Course: S89° 44' 59"W North: 1,714,320.437' Segment# 19: Line Course: S89° 44' 59"W North: 1,714,320.357' Segment# 20: Line Course: S89° 44' 59"W North: 1,714,320.237' Segment# 21: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: SO° 15' 01"E RP North. 1,714,310.237' End North: 1,714,310.194' Segment# 22: Line Course: SO° 15' 01"E North: 1,714,262.694' Segment# 23: Line Parcel Map Check Report Length: 32.45' East: 3,105,920.364' Length: 32.45' East: 3,105,887.915' Length: 18.29' East: 3,105,869.625' Length: 18.29' East: 3,105,851.335' Length: 27.47' East: 3,105,823.865' Radius: 10.00' Tangent: 10.00' Course: S44° 44' 59"W Course Out: S89° 44' 59"W East: 3,105,823.909' East: 3,105,813.909' Length: 47.50' East: 3,105,814.116' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary'0201ntemet%20Files/Content.OutlooldARH536U3/Quail%20Run%20Closure%20Reports.html 63/68 5/10/2018 Course: SO° 15' 01"E North: 1,714,232.695' Segment# 24: Line Course: SO° 15' 01"E North: 1,714,185.195' Segment# 25: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: N89° 44' 59"E RP North: 1,714,185.239' End North: 1,714,175.239' Segment# 26: Line Course: N89° 44' 59"E North: 1,714,175.359' Segment# 27: Line Course: N89° 44' 59"E North: 1,714,175.439' Segment# 28: Line Course: N89° 44' 59"E North: 1,714,175.519' Segment# 29: Line Course: N89° 44' 59"E North: 1,714,175.660' Segment# 30: Line Course: N89° 44' 59"IE Parcel Map Check Report Length: 30.00' East: 3,105,814.247' Length: 47.50' East: 3,105,814.455' Radius: 10.00' Tangent: 10.00' Course: S45° 15' 01"E Course Out: SO° 15' 01"IE East: 3,105,824.455' East: 3,105,824.499' Length: 27.47' East: 3,105,851.968' Length: 18.29' East: 3,105,870.258' Length: 18.29' East: 3,105,888.548' Length: 32.45' East: 3,105,920.998' Length: 32.46' file:///C:/Users/tfrazier/AppData/LocaVMicrosofUWindows/Temporary%201ntemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure'/020Reports.html 64/68 5/10/2018 Parcel Map Check Report North: 1,714,175.802'East: 3,105,953.457' Segment# 31: Line Course: N89° 44' 59"E North: 1,714,175.882' Length: 18.29' East: 3,105,971.747' Segment# 32: Line Course: N89° 44' 59"E North: 1,714,175.962' Length: 18.29' East: 3,105,990.037' Segment# 33: Line Course: N89° 44' 59"E North: 1,714,176.126' Length: 37.46' East: 3,106,027.497' Segment# 34: Line Course: SO° 15' 01"E North: 1,714,152.126' Length: 24.00' East: 3,106,027.601' Segment# 35: Line Course: S89° 44' 59"W North: 1,714,151.962' Length: 37.46' East: 3,105,990.142' Segment# 36: Line Course: S89° 44' 59"W North: 1,714,151.882' Length: 18.29' East: 3,105,971.852' Segment# 37: Line Course: S89° 44' 59"W North: 1,714,151.802' Length: 18.29' East: 3,105,953.562' Segment# 38: Line Course: S89° 44' 59"W North: 1,714,151.661' Length: 32.46' East: 3,105,921.102' file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet'020Files/Content.Outlook/ARH536U3/Quail%20Run%20(losure%20Reports.html 65/68 5/10/2018 Segment# 39: Line Course: S89° 44' 59"W North: 1,714,151.519' Segment# 40: Line Course: S89° 44' 59"W North: 1,714,151.439' Segment# 41: Line Course: S89° 44' 59"W North: 1,714,151.359' Segment# 42: Line Course: S89° 44' 59"W North: 1,714,151.239' Segment# 43: Curve Length: 15.71' Delta: 90°00'00" Chord: 14.14' Course In: SO° 15' 01"IE RP North: 1,714,141.239' End North: 1,714,141.195' Segment# 44: Line Course: SO° 15' 01"E North: 1,714,093.046' Segment# 45: Line Course: S89° 34' 25"W North: 1,714,092.823' Parcel Map Check Report Length: 32.45' East: 3,105,888.653' Length: 18.29' East: 3,105,870.363' Length: 18.29' East: 3,105,852.073' Length: 27.47' East: 3,105,824.603' Radius: 10.00' Tangent: 10.00' Course: S44° 44' 59"W Course Out: S89° 44' 59"W East: 3,105,824.647' East: 3,105,814.647' Length: 48.15' East: 3,105,814.857' Length: 30.00' East: 3,105,784.858' file:/#C:/Users/tfrazier/AppData/Local/Microsoft/Windowsfremporary%20Intemet%20Files/Content.OutlootdARH536U3/Quail%20Run%20Closure%20Reports.html 66/68 5/10/2018 Parcel Map Check Report Segment# 46. Line Course: NO° 15' 01"W North: 1,714,131.372' Length: 38.55' East: 3,105,784.690' Segment# 47: Line Course: NO° 15' 01"W North: 1,714,151.662' Length: 20.29' East: 3,105,784.601' Segment# 48: Line Course: NO° 15' 01"W North: 1,714,169.952' Length: 18.29' East: 3,105,784.521' Segment# 49: Line Course: NO° 15' 01 "W North: 1,714,190.242' Length: 20.29' East: 3,105,784.433' Segment# 50: Line Course: NO° 15' 01"W North: 1,714,216.821' Length: 26.58' East: 3,105,784.317' Segment# 51: Line Course: NO° 15' 01"W North: 1,714,277.571' Length: 60.75' East: 3,105,784.051' Segment# 52: Line Course: NO° 15' 01"W North: 1,714,311.141' Length: 33.57' East: 3,105,783.905' Segment# 53: Line Course: NO° 15' 01"W North: 1,714,331.430' Length: 20.29' East: 3,105,783.816' Segment# 54: Line file:///C:/Users/tfrazier/AppData/Local/Microsoft/Windows/Temporary%20Intemet%20Files/Content.Outlook/ARH536U3/Quail%20Run%20Closure%20Reports.html 67/68 5/10/2018 Parcel Map Check Report Course: NO° 15' 01"W North: 1,714,349.720' Length: 18.29' East: 3,105,783.736' Segment# 55: Line Course: NO° 15' 01"W North: 1,714,370.010' Length: 20.29' East: 3,105,783.648' Segment# 56: Line Course: NO° 15' 01 "W North: 1,714,401.570' Length: 31.56' East: 3,105,783.510' Perimeter: 1,512.23' Error Closure: 0.008 Error North : 0.0078 Area: 19,571 Sq.Ft. Course: NO° 47' 32"E East: 0.0001 Precision 1: 189,027.50 file:#/C:/Users/tfrazier/AppData/Local/MicrosofUWindows/Temporary%20!ntemet%20Files/Content.OutlookjARH536U3/Quail%20Run%20Closure%20Reports.html 68/68 . *FIDELITY Lakewood, CO 80235 7125 W. Jefferson Ave # 160 ® NATIONALTITLE COMPANY Phone: (303) 986-7940 Fax: (303) 986-3515 DATE: January 22.2018 FILE NUMBER: 598-F0600885-] 22-VOO PROPERTY ADDRESS: 5352-5392 Quail Street. Wheat Ridge, CO 80033 BUYER/BORROWER: CDL Homes, Inc. OWNER(S): Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R. Lubker and Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel D: Gregory R. Skalla YOUR REFERENCE NUMBER: ASSESSOR PARCEL NUMBER: 300210600 300042815 300042787 300042804 PLEASE TAKE NOTE OF THE FOLLOWING REVISED TERMS CONTAINED HEREIN: None. Click to view Tax Certificate WIRED FUNDS ARE REQUIRED ON ALL CASH PURCHASE TRANSACTIONS. FOR WIRING INSTRUCTIONS, PLEASE CONTACT YOUR ESCROW OFFICE AS NOTED ON THE TRANSMITTAL PAGE OF THIS COMMITMENT. TO: Fidelity National Title Company 7125 W. Jefferson Ave # 160 Lakewood, CO 80235 TO:CDL Homes, Inc. TO:Parcel A: Summer Clark TO:Wonderland Homes TO:Bickford Legal TO:Wonderland Homes 8246 Northfield Blvd Building J, Suite 2600 Denver, CO 80238 TO:Southwest 7125 W. Jefferson Ave # 160 Lakewood, CO 80235 ATTN:Vickie Owen PHONE:(303) 986-7940 FAX:(303) 986-3515 E-MAIL:vowen@fnf. com ATTN:Stephen Phua PHONE: FAX: E-MAIL:Delivered via email ATTN:Summer Clark PHONE: FAX: E-MAIL:Delivered via email ATTN:Andrew Slump PHONE:(303) 567-7643 FAX: E-MAIL:slump@wonderlandhomes.com ATTN:Jim Bickford PHONE: FAX: E-MAIL:jim@bickfordlegal.com ATTN:Heidi Majerik PHONE:(720) 639-4279 FAX: E-MAIL:majerik@lwonderlandhomes.com ATTN:Vickie Owen PHONE:(303) 986-7940 FAX:(303) 986-3515 E-MAIL:vowen@fnf.com END OF TRANSMITTAL Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land £ Title Association. Fidelity National Title Insurance Company COMMITMENT SCHEDULE A Commitment No:598-F0600885-122-VOO 1. Effective Date:January 12, 2018 at 7:00 A.M. 2. Policy or policies to be issued: Proposed Insured Policy Amount (a) ALTA Owners Policy 6-17-06 $2,520,000.00 CDL Homes, Inc., a Colorado Corporation (b) None $0.00 $ 3. The estate or interest in the land described or referred to in this Commitment is: A Fee Simple as to Parcel I and an Easement interest as to Parcel II 4. Title to the estate or interest in the land is at the Effective Date vested in: Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R. Lubker and Parcel 521 Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel Ill Gregory R. Skalla 5. The land referred to in this Commitment is described as follows: See Attached Legal Description (for informational purposes only) 5352-5392 Quail Street, Wheat Ridge, CO 80033 PREMIUMS: ALTA Owners Policy 6-17-06 5,417.00 Extended Coverage 65.00 Tax Certs (4)52.00 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land *!* Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO Attached Legal Description Parcel A: A strip of land lying between the West 14 Acres and the East 26 Acres of the SE1/4 NW1/4 , Except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th p-M., County of Jefferson, State of Colorado. Parcel B: Quail Run Parcel 3: A Parcel of land situated in the Southeast Quarter of the Northwest Quarter of Section 16, Township 3 South, Range 69 West ofthe 68 Principal Meridian, being part of the property described in deed recorded November 15, 2010 at Reception No. 2010101910, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Southeast corner of said property at Reception No. 2010101910; thence S89°34'25"W along the South line of said property at Reception No. 2010101910 a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of said property; thence N89°34'25"E along said North line a distance of 106.01 feet to a point on the East line of said property; thence SOO°15'01"E along said East line a distance of 160.00 feet to the Point of Beginning; County of Jefferson, State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Erie Village Sq. #290, Erie, Colorado 80516 Parcel C: Parcel I: North 350 feet of the West 14 Acres of the SE % of the NW th of Section 16, Township 3 South, Range 69 West ofthe 68 P.M., Parcel II: Together with the right to use a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE th of the NW 14 and that part of the Northeast M of the Southwest M North of Ridge Road. County of Jefferson, State of Colorado. Parcel D: Parcel I: Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA . members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land E&·Il Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO The North 7 Acres of the West 14 Acres of the Southeast 1/4 of the Northwest 1/4 of Section 16, Township 3 South, Range 69 West of the 6th P.M., Except the North 350 feet and the South 160 feet thereof, Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1/4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes, County of Jefferson, State of Colorado. All above to be combined and to be known as: Parcel I: A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Northwest sixteenth corner of said Section 16; thence N89°37'16" E along the East-West Centerline of said Section 16 a distance of 471.14 feet to the Northwest corner of Tract A, Skyline Estates Filing No. 2; thence SOO°12'24"E along the West line of Block 1 of said Skyline Estates Filing No. 2 a distance of 937.27 feet to the Northeast corner of Quail Ridge Estates Resubdivision; thence S89°55'36"W along the North line of said resubdivision a distance of 7.82 feet to a point on the East line of the West 14 acres of the said Southeast quarter of the Northwest quarter of Section 16; thence NOO°17'36"W along said East line a distance of 277.94 feet to a point at the Southeast corner of the North 7 acres of the said West 14 acres; thence S89°34'25"W along the South line of said North 7 acres a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of the South 160.00 feet of the said 7 acres; thence S89°34'25"W along said North line a distance of 316.39 feet to a point on the East line ofproperty conveyed to Jefferson County by Deed recorded April 6, 1954 at Reception No. 572675; thence NOO°15'01"W along said East line of said property a distance of 19.63 feet to the Northeast corner of said property; thence S89°37'16"W along the North line of said property a distance of 40.00 feet to a point on the North-South centerline of said Northwest quarter of Section 16; thence NOO°15'01"W along said centerline a distance of 480.00 feet to the Point of Beginning. County of Jefferson, State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Erie Village Sq. #290, Erie, Colorado 80516, Project : Sl 75213 Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1/4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes, Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA IMER.1.£6.N members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Z,,·I,· Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA . members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land I Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 SCHEDULE B - Section 1 Requirements The following requirements must be met: Pay the agreed amounts for the interest in the land and/or for the mortgage to be insured. Pay us the premiums, fees and charges for the policy. Obtain a certificate of taxes due from the county treasurer or the county treasurer's authorized agent. Evidence that any and all assessments for common expenses, if any, have been paid. The Company will require that an Affidavit and Indemnity Agreement be completed by the party(s) named below before the issuance of any policy oftitle insurance. Party(s):Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R, Lubker and Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel D: Gregory R. Skalla The Company reserves the right to add additional items or make further requirements after review of the requested Affidavit. Furnish for recordation a deed as set forth below: Grantor(s):Summer Clark Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel A) Furnish for recordation a deed as set forth below: Grantor(s):Joel L. Lubker and Dawn R. Lubker Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel B) Furnish for recordation a deed as set forth below: Grantorfs):Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel C) Furnish for recordation a deed as set forth below: Grantor(s):Gregory R. Skalla Grantee(s):SCHAL Investments, LLC, a Colorado limited liability company (as to Parcel D) Furnish for recordation a deed as set forth below: Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA A M.ER I.C.ANmembers in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land 9,IN. Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 Grantor(s): Grantee(s): (Combined legal) SCHAL Investments, LLC, a Colorado limited liability company CDL Homes, Inc., a Colorado Corporation k. Recordation of Statement of Authority for Arthur Joel Aho Revocable Trust pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. Recordation of Statement of Authority for Barbara Jean Aho Revocable Trust pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. m. Recordation of Statement of Authority for SCHAL Investments, LLC, a Colorado limited liability company pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. n. Recordation of Statement of Authority for CDL Homes, Inc., a Colorado Corporation pursuant to Colorado Revised Statutes evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity and containing other information required by Colorado Revised Statutes. o. The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the right to require further evidence to confirm that the property is unencumbered, and further reserves the right to make additional requirements or add additional items or exceptions upon receipt of the requested evidence. (as to Parcel A and D) p. Furnish for recordation a partial release of deed of trust: Amount: S220,000.00 Trustor/Grantor : Joel L. Lubker and Dawn R. Lubker Trustee: Public Trustee of Jefferson County Beneficiary: America's Mortgage, LLC Recording Date: November 15,2010 Recording No: 2010101911 ( as to Parcel B) q. Furnish for recordation a partial release of deed of trust: Amount: $204,864.00 Trustor/Grantor:Joel L. Lubker and Dawn R. Lubker Trustee: Public Trustee of Jefferson County Beneficiary: U.S. Bank NA Recording Date: January 18,2017 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERtCAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land 5302·-f Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO Recording No: 2017006323 (as to Parcel B) The Deed of Trust set forth above is purported to be a "Credit Line" Deed of Trust. r. Furnish for recordation a full release of deed of trust: Amount: $60,000.00 Trustor/Grantor: Arthur J. Aho and Barbara J. Aho Trustee: Public Trustee of Jefferson County Beneficiary: U.S. Bank National Association Recording Date: October 18,2000 Recording No: Fl 131473 (as to Parcel C) The Deed of Trust set forth above is purported to be a "Credit Line" Deed of Trust. It is a requirement that the Trustor/Grantor of said Deed of Trust provide written authorization to close said credit line account to the Lender when the Deed of Trust is being paid off through the Company or other Settlement/Escrow Agent or provide a satisfactory subordination of this Deed of Trust to the proposed Deed of Trust to be recorded at closing. Note: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. NOTE: Exception(s) number(ed) 1-4 will not appear on the Owner's Policy. Exception number 5 will be removed from the policy provided the company conducts the closing. END OF REQUIREMENTS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land 32·,·I:U Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 SCHEDULE B - Section 2 Exceptions Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction: 1. Any facts, rights, interests or claims that are not shown by the Public Records but which could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachments, encumbrances, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by Public Records. 4. Any lien or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for the value the estate or interest or mortgage thereon covered by this Commitment. 6. Water rights, claims of title to water, whether or not these matters are shown by the Public Records. 7. All taxes and assessments, now or heretofore assessed, due or payable. NOTE: This tax exception will be amended at policy upon satisfaction and evidence ofpayment of taxes. 8. Any existing leases or tenancies, and any and all parties claiming by, through or under said lessees. 9. Right of way for the Wadsworth Ditch over and Across Section 16 as evidenced by Decree recorded April 3,1916 in Book 197 at Page 90 10. The Effect of Receipt for access, recorded July 26,1929 in Book 317 at Page 225. 11.Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of Public Service Co. of Colorado Purpose: Utilities Recording Date: February 2,1978 Recording No: 78009946 12.Terms, conditions, provisions, agreements and obligations contained in the Grant of Easement as set forth below: Recording Date: July 27, 1979 Recording No.: 79067324 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA IMERIGN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land WIT+Z Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 13.Those rights as disclosed in Warranty Deed recorded October 15,1979 at Reception No. 79094011. 14.Those rights as disclosed in Warranty Deed recorded June 7,1982 at Reception No. 82037970. 15.The effect of right of way map and reference monuments, recorded December 8, 1986 at Reception No. 86151021 and re-recorded September 9,1987 at Reception No. 87114666. 16. The effect of Land Survey Plat recorded November 1, 1993 at Reception No. 93177982. 17.Terms, conditions, provisions, agreements and obligations contained in the First Amendment to: Easement Vacation and Substitution Agreement as set forth below: Recording Date:September 28,2000 Recording No.:F1120826 18.Any tax, lien, fee, or assessment by reason of inclusion of the Land in the Clear Creek Valley Water and Sanitation District, as evidenced by instrument(s) recorded November 4, 2004 at Reception No. F21.2281.4 and on January 15,2015 at Reception No. 2015004168. 19. Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey, Proiect#S175213 December 14, 2017 Ehrhart Land Surveying Overhead Electric Line. 20.Any loss or damage arising from the fact that any fence lines on or near the perimeter of the Land may not coincide with property lines, as disclosed on the Land Survey Plat prepared by Ehrhart Land Surveying, Proiect # S175213 dated December 14,2017. 21.Those rights and rights of others to Quail Street. 22.The Company will guarantee fee ownership and possession in accordance with its policy to be issued but does not guarantee marketability of the title for 9 years from the recorded date of the treasurers deed as set forth below or until a date six months after a quiet title decree has been entered, all subject to the approval ofthe Company: Recording Date: October 31, 2017 Recording No.: 201711.1852 (as to Parcel A) END OF EXCEPTIONS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Er·JU Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 AFFIDAVIT AND INDEMNITY AGREEMENT TO Fidelity National Title Company a Colorado Corporation and Fidelity National Title Insurance Company, a Florida corporation. 1. This is written evidence to you that there are no unpaid bills, and to the extent there may be unpaid bills, that the undersigned undertakes and agrees to cause the same to be paid such that there shall be no mechanics or materialmen's liens affecting the property for materials or labor furnished for construction and erection, repairs or improvements contracted by or on behalf of the undersigned on property: legally described as: See Attached Affidavit and Indemnity Agreement Legal Description Property Address: 5352-5392 Quail Street, Wheat Ridge, CO 80033 2. We further represent that to the actual knowledge and belief of the undersigned there are no public improvements affecting the property prior to the date of closing that would give rise to a special property tax assessment against the property after the date of closing. 3. We further represent that to the actual knowledge and belief of the undersigned there are no pending proceedings or unsatisfied judgments of record. in any Court, State. or Federal, nor any tax liens filed or taxes assessed against us which may result in liens, and that if there are judgments, bankruptcies, probate proceedings, state or federal tax liens of record against parties with same or similar names, that they are not against us. 4. We further represent that there are no unrecorded contracts. leases, easements, or other agreements or interests relating to said premises of which we have knowledge. 5. We further represent that to the actual knowledge and belief of the undersigned we are in sole possession of the real property described herein other than leasehold estates reflected as recorded items under the subject commitment for title insurance. 6. We further represent that there are no unpaid charges and assessments that could result in a lien in, favor of any association of homeowners which are provided for in any document referred to in Schedule B of Commitment referenced above. 7. We further understand that any payoff figures shown on the settlement statement have been supplied to Fidelity National Title Company as settlement agent by the seller's/borrower's lender and are subject to confirmation upon tender of the payoff to the lender. If the payoff figures are inaccurate, we hereby agree to immediately pay any shortage(s) that may exist. If applicable as disclosed or referred to on Schedule A of Commitment referenced above. The undersigned affiant(s) know the matters herein stated are true and indemnifies Fidelity National Title Company, a Colorado Corporation and Fidelity National Title Insurance Company, a Florida corporation against loss, costs, damages and expenses of every kind incurred by it by reason of its reliance on the statements made herein. This agreement is executed with and forms a part of the sale and/or financing of the above described premises, and is given in addition to the conveyance and/or financing of the premises in consideration for the conveyance and/or financing, and forms a complete agreement by itse] f for any action thereon. SELLER:SELLER: Parcel A: Summer Clark Parcel B: Joel L. Lubker and Dawn R. Lubker SELLER:SELLER: Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust Parcel D: Gregory R. Skalla State of Colorado }SS: County of Jefferson The foregoing instrument was acknowledged, subscribed, and sworn to before me on by Parcel A: Summer Clark and Parcel B: Joel L. Lubker and Dawn R. Lubker and Parcel C: Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust and Parcel D: Gregory R. Skalla (SEAL)Notary Public 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 My Commission Expires: 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 ATTACHED AFFIDAVIT AND INDEMNITY AGREEMENT LEGAL DESCRIPTION Parcel A: A strip of land lying between the West 14 Acres and the East 26 Acres ofthe SEA NW1/4, Except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th P.M., County of Jefferson. State of Colorado. Parcel B: Quail Run Parcel 3: A Parcel of land situated in the Southeast Quarter of the Northwest Quarter of Section 16, Township 3 South. Range 69 West of the 6th Principal Meridian, being part of the property described in deed recorded November 15, 2010 at Reception No. 2010101910. County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Southeast corner of said property at Reception No. 2010101910; thence S89°34'25"W along the South line of said property at Reception No. 20101019] 0 a distance of 105.86 feet; thence N00°18'21"W a distance of 160.00 feet to a point on the North line of said property; thence N89°34'25"E along said North line a distance of 106.01 feet to a point on the East line of said property; thence SOO°15'01"E along said East line a distance of 160.00 feet to the Point of Beginning; County of Jefferson: State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Erie Village Sq. #290, Eric. Colorado 80516 Parcel C. Parcel I: North 350 feet of the West 14 Acres of the SE 14 of the NW 1/1 of Section 16, Township 3 South, Range 69 West of the 6th p.M.., Parcel II: Together with the right to use a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE 94 of the NW 94 and that part of the Northeast K of the Southwest 14 North o f Ridge Road. County of Jefferson, State of Colorado. Parcel D: Parcel I: The North 7 Acres of the West 14 Acres of the Southeast 1/4 of the Northwest ] /4 of Section 16. Township 3 South, Range 69 West of the 6th P.M., Except the North 350 feet and the South 160 feet thereof, Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1/4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes. County of Jefferson, State of Colorado. All above to be combined and to be known as: Parcel I: 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 16, Township 3 South, Range 69 West of the 6th Principal Meridian, County of Jefferson, State of Colorado, being more particularly described as follows: Beginning at the Northwest sixteenth corner of said Section 16; thence N89°37'16" E along the East-West Centerline of said Section 16 a distance of 471.14 feet to the Northwest corner of Tract A. Skyline Estates Filing No. 2: thence SOO°12'24"E along the West line of Block 1 of said Skyline Estates Filing No. 2 a distance of 937.27 feet to the Northeast corner of Quail Ridge Estates Resubdivision; thence S89°55'36"W along the North line of said resubdivision a distance of 7.82 feet to a point on the East line ofthe West 14 acres of the said Southeast quarter of the Northwest quarter of Section ] 6; thence N00°17'36"W along said East line a distance of 277.94 feet to a point at the Southeast corner of the North 7 acres of the said West 14 acres, thence S89°34'25"W along the South line of said North 7 acres a distance of 105.86 feet; thence NOO°18'21"W a distance of ] 60.00 feet to a point on the North line of the South 160.00 feet of the said 7 acres; thence S89°34'25"W along said North line a distance of 3 1 6.39 feet to a point on the East line of property conveyed to Jefferson County by Deed recorded April 6. 1954 at Reception No. 572675, thence N00°15'01"W along said East line of said property a distance of 19.63 feet to the Northeast corner of said property; thence S89°37'16"W along the North line of said property a distance of 40.00 feet to a point on the North-South centerline of said Northwest quarter of Section 16; thence NOO°15'01"W along said centerline a distance of 480.00 feet to the Point ofBeginning. County of Jefferson; State of Colorado. The above legal description was prepared by: Ehrhart Land Surveying, 77 Die Village Sq. #290, Die, Colorado 80516. Project: Sl 75213 Parcel II: Together with an Easement for Roadway 15 feet wide, Exclusive of Ditches Over and Across the West 15 feet of the Southeast 1/4 Northwest 1/4 Extending Southward to the Ridge Road for Ingress and Egress to the Property Herein Conveyed for all Purposes, 01/22/201811:17 AM Commitment No: 598-F0600885-122-VO0 Fidelity National Title Insurance Company nt COMMITMENT FOR TITLE INSURANCE Issued by Fidelity National Title Insurance Company Fidelity National Title Insurance Company, a Florida corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. The Commitment shall be effective only when the identity ofthe Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Fidelity National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: 34* LUDe D Authorized Signature .p'tl-g:ht"vae"M.204*1%&(SEAL)f- By 1%*1 +1 1.-h Randy Quwk, Piesident A:test Michae Grovele, Se¢fetary Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ZAT·M Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed insured and such parties included under the definition of Insured in the form ofpolicy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policies or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy ofthe parties. You may review a copy of the arbitration rules at http://www.alta.org. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMER.!C*N members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land 26%2 Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VOO DISCLOSURE STATEMENT • Pursuant to Section 38-35-125 of Colorado Revised Statutes and Colorado Division of Insurance Regulation 8-1-2 (Section 5), if the parties to the subject transaction request us to provide escrow-settlement and disbursement services to facilitate the closing of the transaction, then all funds submitted for disbursement must be available for immediate withdrawal. • Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph H, requires that "Every title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title insurance commitment, other than the effective date of the title insurance commitment, for all matters which appear of record prior to the time of recording whenever the title insurance company, or its agent, conducts the closing and settlement service that is in conjunction with its issuance of an owners policy of title insurance and is responsible for the recording and filing of legal documents resulting from the transaction which was closed". Provided that Fidelity National Title Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction. exception No. 5 in Schedule B-2 will not appear in the Owner's Title Policy and Lender's Title Policy when issued. • Colorado Division of Insurance Regulation 8-1-2, Paragraph M of Section 5, requires that prospective insured(s) of a single family residence be notified in writing that the standard exception from coverage for unfiled Mechanics or Materialmans Liens may or may not be deleted upon the satisfaction of the requirement(s) pertinent to the transaction. These requirements will be addressed upon receipt of a written request to provide said coverage, or if the Purchase and Sale AgreemenUContract is provided to the Company then the necessary requirements will be reflected on the commitment. • Colorado Division of Insurance Regulation 8-1-3, Paragraph C. 11.f. of Section 5 - requires a title insurance company to make the following notice to the consumer: "A closing protection letter is available to be issued to lenders, buyers and sellers." • If the sales price of the subject property exceeds $100,000.00 the seller shall be required to comply with the Disclosure of Withholding Provisions of C.R.S. 39-22-604.5 (Nonresident Withholding). • Section 39-14-102 of Colorado Revised Statutes requires that a Real Property Transfer Declaration accompany any conveyance document presented for recordation in the State of Colorado. Said Declaration shall be completed and signed by either the grantor or grantee. • Recording statutes contained in Section 30-10-406(3)(a) of the Colorado Revised Statutes require that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right, and bottom margin of at least one-half of an inch. The clerk and recorder may refuse to record or file a document that does not conform to requirements of this paragraph. • Section 38-35-109 (2) of the Colorado Revised Statutes, requires that a notation of the purchasers legal address, (not necessarily the same as the property address) be included on the face of the deed to be recorded. • Regulations of County Clerk and Recorder's offices require that all documents submitted for recording must contain a return address on the front page of every document being recorded. • Pursuant to Section 10-11-122 of the Colorado Revised Statutes, the Company is required to disclose the following information: o The subject property may be located in a special taxing district. o A Certificate of Taxes Due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent. o Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder or the County Assessor. • Pursuant to Section 10-11-123 of the Colorado Revised Statutes, when it is determined that a mineral estate has been severed from the surface estate, the Company is required to disclose the following information: that there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or Copyright American Land Title Association. All rights reserved. The use of this Form is restncted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land EF,To. Title Association. 01/22/2018 11:17 AM Commitment No: 598-F0600885-122-VO0 geothermal energy in the property; and that such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: Notwithstanding anything to the contrary in this Commitment, if the policy to be issued is other than an ALTA Owner's Policy (6/17/06), the policy may not contain an arbitration clause, or the terms of the arbitration clause may be different from those set forth in this Commitment. If the policy does contain an arbitration clause, and the Amount of Insurance is less than the amount, if any, set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERICAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land E?·2:U Title Association. MfV IHE SAFE Inquire before you wire! Wire Fraud Alert This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can othenvise verify. Obtain the phone number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI-FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire-fraud scams or to report an incident, please refer to the foll.owing links: Federal Bureau of Investigation:Internet Crime Complaint Center: http://www.fbi.Mov http://www.63.Rov Wire Fraud Alert Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 Page 1 WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an a#iliate. AN rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE At Fidelity National Financial, Inc., we respect and believe it is important to protect the privacy of consumers and our customers. This Privacy Notice explains how we collect, use, and protect any information that we collect from you. when and to whom we disclose such infonnation, and the choices you have about the use of that information. A summary of the Privacy Notice is below, and we encourage you to review the entirety of the Privacy Notice following this summary. You can opt-out of certain disclosures by following our opt-out procedure set forth at the end of this Privacy Notice. Types of Information Collected. You may provide us with certain personal information about you, like your contact information, address demographic information, social security number (SSN), driver's license, passport. other government.TD numbers and/or financial information. We may also receive browsing information from your Internet browser, computer and/or mobile device i f you visit or use our websites or applications. Use of Collected Information. We request and use your personal information to provide products and services to you, to improve our products and services, and to communicate with you about these products and services. We may also share your contact information with our affiliates for marketing purposes. Choices With Your Information. Your decision to submit information to us is entirely up to you. You can opt-out of certain disclosure or use of your information or choose to not provide any personal information to US. How Information is Collected. We may collect personal information from you via applications, forms. and correspondence we receive from you and others related to our transactions with you. When you visit our websites from your- computer or mobile device, we automatically collect and store certain information available to us through your Internet browser or computer equipment to optimize your website experience. When Information Is Disclosed. We may disclose your information to our affiliates and/or nonaffiliated parties providing services for you or us, to law enforcement agencies or governmental authorities, as required by law, and to parties whose interest in title must be determined. Information From Children. We do not knowingly collect information from children who are under the age of 13, and our website is not intended to attract children. Privacy Outside the Website. We are not responsible for the privacy International Users. By providing us with you information. you consent practices of third parties, even if our website links to those parties'to its transfer, processing and storage outside of your country of websites.residence, as well as the fact that we will handle such information consistent with this Privacy Notice. The California Online Privacy Protection Act. Some FNF companies provide services to mortgage loan sen·icers and, in some cases, their websites collect information on behal f of mortgage loan servicers. The mortgage loan servicer is responsible for taking action or making changes to any consumer information submitted through those websites. Your Consent To This Privacy Notice. By submitting infonnation to us Access and Correction; Contact Us. If you desire to contact us or by using our website, you are accepting and agreeing to the terms of regarding this notice or your information, please contact us at this Privacy Notice.privacy@fnf. com or as directed at the end of this Privacy Notice. FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 1Order No. F0600885-122-VO0Error! Unknown op code for conditional. FIDELITY NATIONAL FINANCIAL, INC. PRIVACY NOTICE Fidelity National Financial, Inc. and its majority-owned subsidiary companies providing title insurance, real estate- and loan-related services (collectively, "FNF", "our" or "we") respect and are committed to protecting your privacy. We will take reasonable steps to ensure that your Personal Information and Browsing Information will only be used in compliance with this Privacy Notice and applicable laws. This Privacy Notice is only in effect for Personal Information and Browsing Information collected and/or owned by or on behalf of FNF, including Personal Information and Browsing Infonnation collected through any ENF website, online service or application (collectively, the "Website"). Types of Information Collected We may collect two types of information from you: Personal Information and Browsing Information. Personal Information. FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date ofbirth. gender, marital status); • social security number (SSN), driver's license, passport: and other government ID numbers; • financial account information; and • other personal information needed from you to provide title insurance, real estate- and loan-related services to you. Browsing Information. FNF may collect the following categories of Browsing Information: • Internet Protocol (or IP) address or device ID/UDID, protocol and sequence information; • browser language and type; • domain name system requests; • browsing history, such as time spent at a domain, time and date ofyour visit and number of clicks; • http headers, application client and server banners; and • operating system and fingerprinting data. How Information is Collected In the course of our business, we may collect Personall,vormation about you from the following sources: • applications or other forms we receive from you or your authorized representative; • the correspondence you and others send to us; • information we receive through the Website; • information about your transactions with, or services performed by, us, our affiliates or nonaffiliated third parties; and • information from consumer or other reporting agencies and public records maintained by governmental entities that we obtain directly from those entities, our affiliates or others. If you visit or use our Website, we may collect Browsiiig information from you as follows: • Browser Log Files. Our servers automatically log each visitor to the Website and collect and record certain browsing information about each visitor. The Browsing Information includes generic information and reveals nothing personal about the user. • Cookies. When you visit our Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. When you visit a website again, the cookie allows the website to recognize your computer. Cookies may store user preferences and other information. You can choose whether or not to accept cookies by changing your Internet browser settings, which may impair or limit some functionality of the Website. Use of Collected Information Information collected by FNF is used for three main purposes: • To provide products and services to you or any affiliate or third party who is obtaining services on your behalf or in connection with a transaction involving you. • To improve our products and services. • To communicate with you and to inform you about our, our affiliates' and third parties' products and services, jointly or independently. When Information 1§ Disclosed We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) and Browsing Information to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Please see the section "Choices With Your Personal Information" to learn how to limit the discretionary disclosure of your Personal Information and Browsing Information. Disclosures of your Personal Information may be made to the following categories of affiliates and nonaffiliated third parties: • to third parties to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to our affiliate financial service providers for their use to market their products or services to you; • to nonaffiliated third party service providers who provide or perform services on our behalf and use the disclosed information only in connection with such services; • to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to market financial products or services to you; • to law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoena or court order; • to lenders, lien holders, judgment creditors, or other parties claiming an interest in title whose claim or interest must be determined, settled, paid: or released prior to closing; and • other third parties for whom you have given us written authorization to disclose your Personal Information. FNF Privacy Statement diff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 2Order No. F0600885-122-VO0Error! Unknown op code for conditional. We may disclose Personal Information an(For Browsing Information when required by law or in the good-faith belief that such disclosure is necessary to: • comply with a legal process or applicable laws; • enforce this Privacy Notice; • investigate or respond to claims that any material, document, image, graphic, logo, design, audio, video or any other information provided by you violates the rights of a third party; or • protect the rights, property or personal safety of FNF, its users or the public. We maintain reasonable safeguards to keep your Personal Information secure. When we provide Personal Information to our affiliates or third party service providers as discussed in this Privacy Notice, we expect that these parties process such information in compliance with our Privacy Notice or in a manner that is in compliance with applicable privacy laws. The use of your information by a business partner may be subject to that party's own Privacy Notice. Unless permitted by law, we do not disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets. or in the event of our bankruptcy, reorganization, insolvency. receivership or an assignment for the benefit of creditors. You expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. We cannot and will not be responsible for any breach of security by a third party or for any actions of any third party that receives any of the information that is disclosed to us. Choices With Your Information Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. The uses of your Personal Information and/or Browsing Information that, by law. you cannot limit, include: • for our everyday business purposes - to process your transactions, maintain your account(s), to respond to law • enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court • orders, or report to credit bureaus; • for our own marketing purposes; • forjoint marketing with financial companies; and • for our affiliates' everyday business purposes - information about your transactions and experiences. You may choose to prevent FNF from disclosing or using your Personal Information and/or Browsing Information under the following circumstances ("opt-Out"): • for our affiliates' everyday business purposes - infonnation about your creditworthiness; and • for our affiliates to market to you. To the extent permitted above, you may opt-out of disclosure or use of your Personal Information and Browsing Information by notifying us by one of the methods at the end of this Privacy Notice. We do not share your personal information with non-affiliates for their direct marketing purposes. For California Residents: We will not share your Personal Information and Browsing Infonnation with nonaffiliated third parties. except as permitted by California law. Currently, our policy is that we do not recognize "do not track" requests from Internet browsers and similar devices. For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 934-3354 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: BCPINFO@ag.state.nv.us. For Oregon Residents: We will not share your Personal Information and Browsing Information with nonaffiliated third parties for marketing purposes. except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. For Vermont Residents: We will not share your Personal Information and Browsing Information with nonaffiliated third parties, except as permitted by Vermont law, such as to process your transactions or to maintain your account. 1n addition, we will not share information about your creditworthiness with our affiliates except with your· authorization. For joint marketing in Vermont, we will only disclose your name, contact information and information about your transactions. Information From Children The Website is meant for adults and is not intended or designed to attract children under the age of thirteen (1.3).We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. By using the Website, you affirm that you are over the age of 13 and will abide by the terms of this Privacy Notice. Privacy Outside the Website The Website may contain links to other websites. FNF is not and cannot be responsible for the privacy practices or the content of any of those other websites. International Users FNF's headquarters is located within the United States. Ifyou reside outside the United States or are a citizen of the European Union, please note that we may transfer your Personal Information and/or Browsing Information outside of your country of residence or the European Union for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information an(For Browsing Information, you consent to our collection and transfer of such information in accordance with this Privacy Notice. The California Online Privacy Protection Act FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 3Order No. F0600885-122-VO0Error! Unknown op code for conditional. For some FNF websites, such as the Customer CareNet ("CCN"), FNF is acting as a third party service provider to a mortgage loan sen'icer. In those instances, we may collect certain information on behalf of that mortgage loan servicer via the website. The information which we may collect on behalf of the mortgage loan servicer is as follows: • first and last name; • property address; • user name and password. • loan number; • social security number - masked upon entry; • email address; • three security questions and answers; and • IP address. The in formation you submit through the website is then transferred to your mortgage loan servicer by way of CCN. The mortgage loan servicer is responsible for taking action or making changes to any consumer information submitted through this website. For example, if you believe that your payment or user information is incorrect. you must contact your mortgage loan senicer. CCN does not share consumer information with third parties, other than (1) those with which the mortgage loan servicer has contracted to interface with the CCN application, or (2) law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court orders. All sections of this Privacy Notice apply to your interaction with CCN, except for the sections titled "Choices with Your Information" and "Access and Correction." If you have questions regarding the choices you have with regard to your personal information or how to access or correct your personal information, you should contact your mortgage loan servicer. Your Consent To This Privacy Notice By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information by us in compliance with this Privacy Notice. Amendments to the Privacy Notice will be posted on the Website. Each time you provide information to us. or we receive information about you. following any amendment of this Privacy Notice will signify your assent to and acceptance of its revised terms for all previously collected infonnation and information collected from you in the future. We may use comments, information or feedback that you submit to us in any manner that we may choose without notice or compensation to you. Accessing and Correcting Information; Contact Us lf you have questions, would like to access or correct your Personal Information, or want to opt-out of information sharing with our affiliates for their- marketing purposes, please send your requests to privacy@fnf.com or by mail or phone to: Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, Florida 32204 Attn: ChiefPrivacy Officer (888) 934-3354 FNF Privacy Statement (Eff. 5/1/2015) Last Updated March 1, 2017 Copyright © 2017. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 3/2/17)Page 4Order No. F0600885-122-VO0Error! Unknown op code for conditional.