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Home My WebLink AboutMS-18-07054 W 15 Ifflaw'"Almil. 7* Wq� � W � M01 A r�', S L U 4_1 V A : J L V V t 1, JAY I-EASTER, AMES PARTNERS LLC., BEING THE OWNER OF REAL PROPERTY CONTAINING -1 IF L - t 1 1 O�4307 ACRES, 1876.2- SQUARE FEET, DESCRIBED AS FOLLOWS, - A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P-W COUNTY OFJEFFERSON, STATE OF COLORADO LOTS 10 AND 11, A RESUBDIVISION OF BLOCK _5 OF COLUMBIA HEIGHTS, TOGETHER WITH THE WEST 112 OF THE ALLEY ADJOINING SAID LOTS AND AS VACATED BY INSTRUMENT RECORDED JULY 11 19571 IN BOOK 1068, PAGE 60, COUNTY OF JEFFERSON, STATE OF COLORADO, AND THE EAST 112 OF SAID VACATED ALLEY ADJOINING LOTS 12 AND 13 OF SAID RESUBDIVISION OF BLOCK FIVE COLUMBIA HEIGHTS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 25, THENCE NORTH 13"40'41'WEST A DISTANCE OF 708.70 FEET TO THE SOUTHWEST CORNER OF SAID LOT 12, SAID POINT ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY OF WEST 33RD AVENUE, ON THE EASTERLY LINE OF fl- SAID ALLEY AND THE POINT OF BEGINNINki, THENCE DEPARTING SAID NORTHERLY ROW ILINE AND ALONG SAID EASTERLY ALLEY LINE NORTH 00`14`34" WEST A DISTANCE OF 124�253 FEET T' .1 0 THE NORTHWEST CORNER OF SAID LOT 13; THENCE DEPARTING SAID EASTERLY ALLEY LINE SOUTH 89'04526" WEST A DISTANCE OF 151-00 FEET TO THE NORTHWEST CORNER OF SAID LOT 1.01, SAID POINT BEING ON THE EASTERLY RIG HT -OF -WAY OF AMES STREET, THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE SOUTH 00"14'43" EAST A DISTANCE OF 124.25 FEET TO THE SOUTHWEST CORNER OF -SAID LOT 11, SAID POINT BEING ON THE NORTHERLY RIGHT-OF-WAY OF WEST 33RD AVENUE, THENCE ALONG SAID NORTHERLY RIGHT-OF=WAY LINE NORTH 89'45'26" EAST A DISTANCE OF 151.00 FEET TO THE POINT OF BEGINNING AS SHOWN HEREIN. HAVE LAID OUT, SUBDIVIDED ', AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF FEASTER SUBDIVISION -, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO BY THESE PRESENTS Do 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 CONSTRUCTION -, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES, THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER ANDSANITARY SEWER LINES, HYDRANTS, STORM WATER SYSTEMS AND PIPES., DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. OWNERSHIP CERTIFICATE' KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE OWNERS OF THOSE LANDS DESCRIBED HEREON, HAVE ILAID OUTTHF SAME INTO A PARCEL AND EASEMENTS AS SHOWN HEREON. OWNER'_ JAY'FEASTER STATE OF COLORADO )SS. COUNTY OF JEFFERSON 0 Id. I I THE FOREGOING INSTRUMENT WAS ACKNO, EDGED BEFORE ME THIS DAY OF _J 2019, BY .3c r A rN. �..- V I �(- r- WITNES MY HAND AND OFFIC AL SEAL_ My COMMISSION EXPIRES r : 1 0? --z =_41- _7 Auk AJR ZURY PUBLIC _j F 'P U OF 'R kq -h EXTP:VRES AP U Ix CROSS ACCESS EASEMENT: THE OWNER, HIS SUCCESSORS AND ASSIGN153 GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS "CROSS ACCESS EASEMENTS AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS,, CUSTOMERS, AND GUESTS) OF THE OWNERS, AND SHALL FURTHERMORE '(SRANT ACCESS TO AND FREE MOVEMENT I THROL-IGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM ABUTTING PUBLIC STREETS. N, M A % A .......... . E N if N I N C--", I V vV \3 IVI N 1 A N A A ENI - - - - - - VE Accept-ed for Recording in the office of the County Clerk and Recorder of Jefferson County at Golden, Cololrado, this S E dav of 20_1 ------------ W� 3 4 Tl`_4 Z....... ",V NUE L j < Lij LLJ Ld L 00 < 0 rr_ BY: eputy lerk I > 33RD A VE N Ui E 0 tv ATION S`EAL, Z Z" Approved this day of ri f, < -A by the City of Wheat Ridge. W, V0N(_`R1'EFl: AcCeptance, of dedicated interests in real property LLJ >_ CID > t ra ct S, The City of Wheat Ridge, Colorado hereby acrepts the dedication and conveyance to the City of those lots, y Ci easements, and other interests of real propert denoted o this plat as being dedicated to the ty for public purpose% _y n U 1p� J( A_ 32ND V1 LEE N E Bud Sta ker., Mayor U00, and Title Guarantee compd6y, commitment nurnber 2018015995 dated February 21, 201.8 at 11-31 a.rn., and committnent number 201-7128171, dated December 14, 2017 at 14 p. m., was entirely relied u PO n for recorded linifort-nation regarding rights-otway, easements and encumbrances in%,the preparation of this survey. The property shown and described hereon is all of the prJ er-ty described in said title commitments, P 2 Basis of Bearing :-- S 00"I-9103"'E, Bearings shown on accompanying plat are based on the Last line of the Northwest 1/4 Set. 25� T35, R69W of the 6th PJV1 as monumented and shown hereon, 1) This survey does not constitLife a title search by Straightline Surveying to determine title or easements of record. Research,,, for this survey was done in accordance with C, R�S 3851-3,06 and the Rules of Proce�ure and: Board Policy Statements of the State Board of Licensure for Architects, Professi(inal Engineers and Professional Land Surveyors, specifically those Board Rules and Policies relating to depiction of easements and rights -of way on subdivision plats. 4�.) All underground utilities show n hereon alre approxinnated as located by field survey friorn exist-Ing surface evidence. Other Undorgroun I r! utility lines and service lines may exist for which there [s no evidence and this survey should not be relied upon for construction without con If acting the appropriate agencies or authorities, 5,1 Any person who knowingly re0noves., afters or defaces any Public Land Monument or nd Boundary Monument or accessory commits a c4ass two (21 misdemeanor- pursuant to State Statute 18-4-508, of the Colorado Revised Statute, L 65) Only prints of this survey rnarkod with an original sea! and signature by the surveyoi shall be considere(I true, valid copies, g to Colorado Law youmust commence any legal action based upon Notice, Acco, din anv defect in -this survey within thtee years after you first discover such defect, In no event, shall any legal akction based upon O:ny defect in this survey be commenced more than ten years from the date of the certific4tion shown hereon. 8,') All field work was performed b j Thomas �C. Miller anid- Brian j. Miller, with a Trirnble R85 �4" VRS systelm and Trimble 50600 rub tic nstrUment on April 2511. 2018 91 Per Colorado Revised Statutes __j.nf",- (i lineal t.-init -t th -s 11and s depicted or. I Al divided by 3121 U.S. Survey �eet Survey Plat are U-S. survey Feet. dne PVeter equals 39.- acco4ing to the National Institute �ofStandards a ' I nd "echnology, 101 Coordinates shown hereon aro consistent, with the current city clatum- rn a) The currentcity datum co4.dinate syst u-sed is a ground -based modified form of the NAVD 833/992 state plane coordt"'Inate system. Cokor 1- cen+ral zone 0502 cl� d W k, b) Vertical datunn used is the North American Verth-al Datum of J 988 (NAVD88" 0 Ground to grid combined sicale farctr O'C"Qq74780300, scaled from basp. point PHAC 14, Permanent High Accuracy'�'Contrnj pc�,�7 int #-l-) Having the following NAD 83 `92 state plane coordinates, PHAC 1, Northing: 701687.91,, Easlng., I 1900A.18, Elevation: 5471.6---1 11,11 Stormwater detention easemd , n t: The Stormwater quality area herein shown as "tralct A" storrnwater detention easement" shall be constructed and maintained' by theowner and subsequent owners, heirs, successors and assigns . in the event that such construction and ma intena rice is not performed by said owne,the City of�'Wheat Ridge sh all have the right to enter such area and perform necessary work, the cost of which said ower"z-1rS, -heii s, successors, and assigns agrees to pay. no bUilding orstructure will' be ronst- ur-ted i1r) the detention are and changes or alterations affecting the hydraulic characterist- ics ol the detention area will bernade vVithout the aPProval of the Directof of Public Wo k rKS. 121) The removal of ail previously e�isting property lines within the boundaryof Feaster Subdivision will be done upon recortlation of this plat with the Jefferson County C-lerk a"nd Recorders office. I As noted on the plat) h- aeodetic point coordinate data �hown herein has been derived from the NAD83 HARN Plane Colorado Central FIPS 0,50 f-i -c- 1 2 Coordinate System, and has a orizontal Accuracy k-"id.5511 Ica tion of 0,07 U.S. Survey Feet� at the 95% Corifidence levelasclefined in the GeosPatial Positioning Accuracy Stariclards of the Federal, Geodetic Control 'Subcornrn ttee DC-STD-00-7� F (3 2-1998)- 'ty Clerk 9!!f DATE Director of Community Development Director of Public Works ID 11, Michael D. Miller, do hereby certify that the survey of the boundary of Feaster Subdivision was made by me or under my direct supervision and to the best of my knowledge, information and belief, In accordance with at'! applicable Colorado statutes, current revised edition as amended, the accompanying plat accurately said survey, 1. Q % X* q: Recommended for approval this It(' '""'day of ,P _ 20TTI By the Wheat Ridge Planning Commission, Via a 4ir pr)-e r s o n Sheet Index Sheet 1 of 2 - Cover Sheet It, Sheet 2 of 2 - Plan view S,traightline Surveinng E & no,*,ineering Inc. SURVEYING ENGINEERING CONSTRUCTION MANAGEMENT DA7E* 3-21-2019 314 WIU�,'OX STREET, SUITE 202 PH (303) 551-2321 CASTLE ROCK, CO 80104 FAX (303) 790-7844 7 1-1-650 -7, b R SM -, 1, Yf V r F, T () N 3300 AMES STREET 'HEAT RIDGE. COLORADO. SHEET 1 OF 2 (COVER SHEET, ep M I WHEAT RIDGE CONTROL POINT. PMAC I N Nk 70 11G87.91 E 19004. 18 547 G2 .-V 1, N 1 "D904526.83"N 711W LONG; 105'04'46-2.1 FOik,jND FIW:51 RED PLT1 Akf,'."= ALUMMM (-.AR T COLUM131A HEIGHT5 PIN '1 0 5f- 5f_�T. BLOCK G ORANGE PLANIC 1'—__AP O"N Y i if ZONED, R, I C F�It_DAR, U5 35 21 1 Uds '' _.I-P( E-ASEML-EXT --;,055 ACCP�555 PA"7�P;Mr-ki—, F<f MOVED Pj�," it, fF KTY F30L)INDAI ROAD rl.ENTEIRLME 4 o LLJWNA M, ?_ I U 33-230 AME-`71, 5'_FRE7F_T FND RFC FND RPC L.5, 1 5 L9 - 1G) 15 N . 70420.'-3 N; -'04021,14 wt 12GOG7�05 1 2G2110.05 3045'2G:)"W _7 IT; 5QfT'=- 1,850 51 �001 TRACT A ACRE5= �(__11.04 24 c-,T0FMWA,; 58904526W DfTff7NTION ffA,5`Mf_N T 151 M' LOT LINE �IEREDY A RE'SUDDIV]5ION 13LOC�, f-p,f Aj'FD PjY TFflS PLAT HFIGI T5 FIVE i H I-OT 1-1111NEI-5 t KEMOVED by 1 h15 [PLAT T LOT 2 5QFT=6.447 1 N E H EREBY ACXE5��G. 1940 ('�RE.ATED 5Y THM5 PLAT J CD INI B' K, U-) OF) L FND 2" AC, 15. 35595 N: 70389G.90 2 210,47 ,o 1467 1'171 58904 5f 99- G"�-V Wf_5T 31':_3Kru_" AVfff1NJUE D—i si LOT 2D R`G11T Of WAY E-.P\ff-5Y ic:_�01 ROM E-191CATID 5y"JIM5 FLAT, AC z,8�4'45�26"W IF. 66 -5Q,.fT. (0,00020 AWEST 32RD AVENUE COWMI31A "EIGI`T5 5LOCK 41, r ii ZON 6_ POINT Off 5IF-GINNING N: 70389G.93 'Eff- 12G21&58 PO 7 - r OF C 0 M 11M E N C- IE N 0, LF %fl I T IN T3,13, KG%V,T'Fj PJV, FND 3 !NJ RAM�_,_F BOX 51 -AMPET) CIOLO, DffPT. Of 1_RAN5Pf_)KTAT11C!N MWI� PT NO, G90 j N: 70_`�20633 E- 12G35G. 1 G R EVv� 54G7� 1 1 LONG., 1105'031 �Gb"W '20' 0 20' 4, I zlzz�7401o!,�: Scale 1" 20' si I _T ht t -1 J I 2� UPDATED: SI.TRVEYING; DATE: 1-9-2019 ENG.TNEEMING DATE: 2-12-2019 CON'STRUCTION 42 q-1 JITE 209 PH �3M 314 W11PDX-F STREET, DATE: 3-21-2019 i FAA (k'303j) 7907844 DATE. 4-11-2019 DATE.- 8-9-2018 V J. ------ ------ _.,._DES/bFT/CHK MDM 00 A M E,, PROJ. NO. I W-1114 E,-s,\ kj ')LAN VIENN", ) SHEET 2 OF 2 F R $123.00 1 11 1 D $0.00 2019051665 06/21/2019 11:58:52 AM 21 Page(s) JEFFERSON COUNTY, Colorado SUBDIVISION IMPROVEMENT AGREEMENT Sy r 2 0 l 9 (the\92 THIS AGREEMENT made this r of -5-MAL "Effective Date") by and between the CITY OF WHEAT RIDGE, COLORADO, a homerule municipal corporation (the "City"), and the owner, Jav Feaster (of Ames Partners, -@j,LLC), (collectively the "Developer"), and the City and Developer together referred to as the "Parties." Osi 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 the Feaster Subdivision. B. On /'43 16 ,70 1 1 the City of Wheat Ridge, approved the final plat for the Property titled Feaster Subdivision (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 will be subject to future review and approval of site plan(s), civil construction documents, right-of-way 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 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 in the amount of $9,989.16 for the 34 four new residential units and shall be paid at the time of plat recordation. 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 by the Developer: the Citv'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. 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 11 of this Agreement and as outlined in Exhibit C. The Public Improvements shall be 2 substantially complete, with only such exceptions as shall be approved in advance by the Director in the exercise of his or her sole discretion, prior to the issuance of any -3Certificate of Occupancy on the Property. 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 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 snow removal purposes only, all dedicated public streets after the City issues the first certificate of occupancy. 10.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 3 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 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. 11.Completion of Public Improvements. The obligations of the Developer provided for in Section 7 of this Agreement and Exhibits C and D, including the inspections hereof, shall be performed on or before Julv 1, 2021, 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 4 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 y 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. 12.Deferred Installation of Landscaping and Financial Guarantee. If a Certificate of Occupancy is requested 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 the itemized cost estimate for required landscaping and irrigation set forth in Exhibit D. 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. 13.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 conditions. 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 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 5 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. 14.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. 15.Improvements to be the Property 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. 16.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 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 6 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 11 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. 17.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. -1 7 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. 18.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. 19.Third Party Beneficiaries. There are and shall be no third party beneficiaries to this Agreement. 20.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. 21.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. 22.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. 23.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. 24.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. 25.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. 8 26.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. 27.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. 28.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:AM,5 17.,f-6"45 LE C go F40.1-0- Ae- Pk, 5 yo o w, 3 8 6 A v E. ,·-44-13 U/kd L. 45€· C C) · Kolll. Notice to City:Director of Public Works 7500 West 2gth Avenue Wheat Ridge, CO 80033 City Attorney 7500 West 2gth Avenue Wheat Ridge, CO 80033 29.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. 30.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. 31.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. 9 32.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 By: Bud Starker/Mayor ATTEST: dA-kilod,Agwuj 0|nelle Shaver, City Clerk 'PVED AS TO FOQM: Gehid Dahl, CiG Attorney tA 11 DEVELOPER Jay Feaster, Owner (Ames Partners, LLC) By: 174;* STATE OF COLORADO ) ) SS.COUNTY OF Ie ((ersoch ) j «The foregoing instrument was acknowledged before me this 1 day of 31,7 e. ,20 /9 ,by Jay Feaster, as Owner of the Property. Witness my hand and official seal. My commission expires:A fl 92 2 202.0 TAMARA D ODEAN NOTARY PUBUC STATE OF COLORADO NNARY ID 20164015481 1 4----ea_IMY COMMISSION EXPIRES APRIL 22, 2020 Notary Public (SEAL) 12 EXHIBIT A Legal Description of Developer Property LOTS 1 AND 2 AND TRACT A, FEASTER SUBDIVISION, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 13 EXHIBIT B Final Plat (Feaster Subdivision) (see attached) 14 ER TED SUBC THE N'ER OFA PARCEL OF LAND LOCA IN ORTHEAST QUART SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1, JAY FEASTER, AMES PARTNERS, LLC., BEING THE OWNER OF REAL PROPERTY CONTAINING 0.4307 ACRES, 18762 SQUARE FEET. DESCRIBED AS FOLLOWS:Z,- A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 9 SOUTH, RANGE 69 WEST OF THE 6TH P.M,, COUNTY OF JEFFERSON, STATE OF COLORADO ZA /5 W. 35TH AVENUE SITE W. 34TH AVENUE Z <C 0 NG AMES STREET 133Hls AT CLERK AND RECORDER'S CERTIFICATE OWNERS CERTIFICATE Accepted for Recording in the office of the County Clerk and Recorder of Jefferson County at Golden, Cololrado, this _ dayof ,20- Jefferson County Clerk and Recorder By: Deputy Clerk LOTS 10 AND 11, A RESUBDIVISION OF BLOCK 5 OF COLUMBIA HEIGHTS, TOGETHER WITH THE WEST 1/2 OF THE ALLEY ADJOINING SAID LOTS AND AS VACATED BY INSTRUMENT RECORDED JULY 1, 1957, IN BOOK 1068, PAGE 60, COUNTY OF JEFFERSON, STATE OF COLORADO, AND THE EAST 1/2 OF SAID VACATED ALLEY ADJOINING LOTS 12 AND 13 OF SAID RESUBDIVISION OF BLOCK FIVE COLUMBIA HEIGHTS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE EAST 44 CORNER OF SAID SECTION 25, THENCE NORTH 13'40'41' WEST A DISTANCE OF 708.70 FEET TO THE SOUTHWEST CORNER OF SAID LOT 12, SAID POINT ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY OF WE5T 33RD AVENUE, ON THE EASTERLY LINE OF SAID ALLEY AND THE POINT OF BEGINNING, THENCE DEPARTING SAID NORTHERLY ROW LINE AND ALONG SAID EASTERLY ALLEY LINE NORTH 00°14'34" WEST A DISTANCE OF 124.25 FEET TO THE NORTHWEST CORNER OF SAID LOT 13, THENCE DEPARTING SAID EASTERLY ALLEY LINE SOUTH 89'.45'26" WEST A DISTANCE OF 151.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 10, SAID POINT BEING ON THE EASTERLY RIGHT-OF-WAY OF AMES STREET, THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE SOUTH 00'14'43" EAST A DISTANCE OF 124.25 FEET TO THE SOUTHWEST CORNER OF SAID LOT 11, SAID POINT BEING ON THE NORTHERLY RIGHT-OF-WAY OF WEST 33RD AVENUE, THENCE ALONG SAID NORTHERLY RIGHT-OF=WAY LINE NORTH 89°45'26" EAST A DISTANCE OF 151.00 FEET TO THE POINT OF BEGINNING AS SHOWN HEREIN. HAVE LAID OUT, SUBDIVIDED, AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF FEASTER SUBDIVISION, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPAUY OWNED AND/OR MUNIaPALLY FRANCHISED UTILmES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES, THIS INCLUDES BUT IS NOT LIMITED 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. OWNERSHIP CERTIFICATE: KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE OWNERS OF THOSE LANDS DESCRIBED HEREON, HAVE LAID OUT THE SAME INTO A PARCEL AND EASEMENTS AS SHOWN HEREON. OWNER: JAY FEASTER STATE OF COLORADO ) )SS. COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -DAY OF , 2019, BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES NOTARY PUBLIC CROSS ACCESS EASEMENT: THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENTTHROUGH THOSE AREAS INDICATED AS "CROSS ACCESS EASEMENTS", AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM ABUTTING PUBLIC STREETS. W. 33RD AVENUE w W. MONCRIEFF PL 08 bm 32 ZIE U0 W. 32ND AVENUE VICINITY MAP 1.=1000 HQIES 1) Land Title Guarantee Company, commitment number 2018015995, dated Februaly 21, 2018 at 11:31 a.m., and commitment number 2017128171, dated December 14, 2017 at 1:14 p.m., was entirely relied upon for recorded information regarding rights·of-way, easements and encumbrances in the preparation of this survey. The property shown and described hereonis allof the property described in said title commitments. 2.) Basis of Bearing = S 00'19'03' E, Bearings shown on accompanying plat are based on the East line of the Northwest 1/4 Sec. 25, T35, R69W of the 6th P.M as monumented and shown hereon. 3.) This survey does not constitute a title search by Straightline Surveying to determine title or easements of record. Research for this survey was done in accordance with CR.S 38-51-106 and the Rules of Procedure and Board Policy Statements of the State Board of Ucensure for Architects, Professional Engineers and Professional Land Surveyors, specifically those Board Rules and Policies relating to depidion of easements and rights of way on $ubdivision plats. 4.) All underground utilities shown hereon are approximated as located by field suivey from existing surface evidence. Other underground utility lines and service lines may exist for which there is no evidence and this survey should not be relied upon for construction without contacting the appropriate agencies or authorities. 5.) Any person who knowingly removes, alters or defaces any Public Land Monument or Land Boundary Monument or accessory commits a class two (2) misdemeanor pursuant to State Statute 18-4-508, of the Colorado Revised Statute. 6.) Only prints Of this survey marked with an original seal and signature by the surveyor shall be considered true, valid copies. 7.) 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, shall any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. 8.) All field work was performed by Thomas C. Miller and Brian J. Miller, with a Trimble R8s VRS system and Trimble 5600 robotic instrument on 4,il 25. 2018 . 9.) Per Colorado Revised Statutes Sec 38-51-106 (t), 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. 10.) Coordinates shown hereon are consistent with the current dty datum: a) The alrrent city datum coordinate system used is a ground-based modified form of the NAVD 83/92 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 1 ( Permanent High Accuracy Control Point #1) Having the following NAD 83/92 state plane coordinates: PHAC 1: Northing: 701687.91, Easting: 119004.18, Elevation: 5471.62 11.) Stormwater detention easement: The Stormwater quality area herein shown as "tract A"stirmwater detention easement" 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 owne,the City of Wheat Ridge shall have the right to enter such area and perform necessary work, the cost of which said owners, heirs, successors, and assigns agrees to pay. no building or structure will be constructed iii the detention are and changes or alterations affecting the hydraulic characteristics of the detention area will bemade without the approval of the Director of Public Works. 12) The removal of all previously existing property tines within the boundary of FeasterSubdivision will be done upon recordation of this plat with the Jefferson County Clerk and Recorders office. ( As noted on the plat) STATEMENT OF ACCURACY The geodetic point coordinate data shown herein has been derived from the NAD83 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). mi-cmmEICA:nmi Approvedthis-dayof ,20-. by the City of Wheat Ridge. 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 of real property denoted on this plat as being dedicated to the ciry for public purposes. Bud Starker, Mayor DATE Director of Community Development Director of Public Works SURVEYOR'S CKRTIFICATE: 1, Michael D. Miller, do hereby certify that the survey of the boundarv of Feaster Subdivision 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 plat accurately represents said survey. Michael D. Miller, Colorado Land Surveyor License Number 38111 PLANNING COMMISSION CERTIFICATION: Recommended for approval this -day of .20 By the Wheat Ridge Ptanning Commission. Chairperson Case History: WZ-18-25 WZ-18-26 MS-18-07 Sheetlndex Sheet 1 of 2 - Cover Sheet Sheet 2 of 2 - Plan View Straightline Surveying & Engineering Inc. UPDATED:SURVEYING DATE: 1-9-2019 ENGINEERING CONSTRUCTION MANAGEMENTDATE: 2-12-2019 314 WILCOX STREEr. SUITE 202 PH (303) 551-2321DATE: 3-21-2019 CASTLE ROCK CO 80104 FAX (303) 790-7844DATE 4-11-2019 DATE: 8-9-2018 FEASTER SUBDIVISION DES..TA« 6{061 3300 AMES STREET PROJ. NO.WHEAT RIDGE, COLORADO. SEr 1 oF 2 SHEET 1 OF 2 (COVER SHEET) Attest: City Clerk FEAST )IVISIC ER TED SUBE THE N' 1 RANG TER OF HE 6 TH P.M., A PARCEL OF LAND LOCA IN ORTHEAST QUAR SECTION 25, TOWNSHIP 3 SOUTH E 69 WEST OF 1 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1 1 LOT 28 LOT DATA:LOT 15 LOT 8 LOT I 8,456.050.FT. 0.1941 ACRES R[5UBDIVISION BLOCK 5 COLUMBIA MEIGMT5 ZONED: R-3 LOT 2 8,447.1 5Q.FT. 0.1940 ACRE5 LOT 27 LOT 9 3330 A··.'[5 579.[Er 3015[.'LE MO. 300:303253 FND RPC LOT 14 FND RPC 15. IGtl5 0.1€115 N: 704020.53 N: 704021.14 -.- E: 126067.05 E: 126210.05 1 TRACT A 7 1,849.7 5Q.FT.1-- 30 382 saFT= 1 8504+ 0.0424 ACRES N ACRES=O.0424 +/ LOT 26 f« 001PLAT BOUNDARY 18,752.9050.FE LOT UNE MEREBY | CREATED BY TMI5 PlAT 0,430€ ACRE5 A UTILIrf EAaEMENT CROSS ACCE55 EASEMENT KEMOVED PROPERTY LINE PROPERTY BOUNDARY ROAD CENTELINE LOT 25 -N731_122_EI_243074' C 30 589°45'26·w 151.00 TRACT 5TORMWATER 589°45'261 DETENTION EASEMENT 151,00' 10 A r'£940 3 t,f·{3: i 6.C·Cy· Fr.·E { Cil·'·-11•- al,91' I LOT UNES MEREBY L REMOVED BY TM1511FLAT /1 : 704021.93 c; 126218.58 LOT 13 0 r EPID-11 51.V,3 , 1,1,1 3,«)22:201 ReUBDIVISION BLOCK 5 Z, COLUMBIA MEIGMT5 ZONED: N.C Al: 11 1 P ZE1 1 Ca LO h SQFT= ACRES oo·ss I 33.5 5,7/[ 91 WMEAT RIDGE CONTROL POINT: PMAC I N: 70IG87.91 f: I 19004.18 ELEV: 5471.62 Eult· D IAT: 39°45'28.83·N LONG: 1 05°04+46.27'W FOUND PINS KFC- KED PLASTIC CAP AC= ALUMINUM CAP COLUMBIA MEIGHTSPINTO BE 55 BLOCK G ORANGE PleTIC CAP ON #5 X 18'ZONED: R- I C REDAR. 25 38 111 LOT LINE HEREBY CREATED BY TM15 PLAT r 1 8.456 +A =0.1941 +/- 2 8,4411 ACRE5=0 A "r:·I.jF,·.1 5:0·i 6.:>.C i 5.'li 11 l ··1[3!A rEIGN 5 11 It LOT cnpr = i_ -EXIWING ..-- m --70 UTILITY EASEMENT REC. NO. 685909 ¢ 688252 80 1 C TO REMAIN ) 11 1. CL VACATED ALLEY LOT 12 7 +4- -BOOK I OGa PAGE GO 340 +/- 11.111 iL-=0 11 6 211LA 1 1\148.17' 589°45·26'W 1 UND IU'C ILL. ' m \ N: 703896.2860 l-894' \E: 12GOG7.5771 ..7.0' . C.834 1-- =:;41 LOr 2 km.'26. FND 2· AC. 15. 35595 N: 703896.90 E: 126210,47 151.00 WE5T 33RD AVENUE KIGMT OF WAY MEREBY (GO ROV,9 DEDICATED BY TM!5 FLAT 8.8, SO.rr. (0.00020 AC.) 4-1-- R 1 6 CR055-ACCESS 4 EASEMENT FOR ALLEY U.1 HEREBY GRANTED BY TMIS PLAT 2 1 4 POINT OP BEGINNING LL- 1 N: 7038%.93 ¤ 2: 126218.58 U l FND 3 1/4·AG / IN RANGE BOX ' STAMPED 15.28279. T35, RGgw. C 1/4 SEC 25.1997 N: 703194.06 E: 123740.48 Elfv:5455.08 LATI 39-45'43.49'N LONG, 105·03'45.55·W S89* 41' 28'W 2645.72' WEST 32RD AVENUE LOT 1 .OL'80£10¥ LOT 22 COLUMBIA HEIGHT5 BLOCK 4 ZONED: R-3 LOT 22 POINT OF COMMENCEMENT E 1/4 CORNER ECTION 25. T35, RGew, GTM P.M. FND 3 1/4· AC IN RANGE BOX 5TAMFED COLO. 1 DEPT. OF TRAN5FORTATION 9+96.2537,2001. PLS.NO.29421 COWR FT NO. 1 6901 ir N: 703208.33 E: 1 26386.1 G Elfv: 547.11 LAT: 39°45'43.5 UN LONG: !05°03' 11.68'W 20'0 20'40' 1 14/mmwme/mwAA ' Scale r = 20' Straightline Surveying & Engineering Inc. UPDATED:SURVEYING DATE: 1-9-2019 ENGINEERING DATE: 2-12-2019 CONSTRUCTION MANAGEMENT DATE: 3-21-2019 314 WILCOX STREET. SUITE 202 PH (303) 551- 2321 CASTLE ROCK CO 80104 FAX (303) 790-7844DATED 4-11-2019 DATE: 8-9-2018 FEASTER SUBDIVISION 3300 AMES STREET PROA NO.WHEAT RIDGE, COLORADO. 9{EET 2 0F 2 SHEET 2 OF 2 (PLAN VIEW) FEAST )IVISIC EXHIBIT C Phasing Plan for Public Improvements The Public Improvements for the property shall be installed in one phase as outlined below: Building permits may be issued for Lots 1 and 2 on-site improvements prior to completion of Public Improvements. All public improvements must be completed prior to issuance of the Certificate of Occupancy (CO). Installation of landscaping and irrigation is not required prior to Certificate of Occupancy if issuance of C.O. occurs outside of the planting season, generally October to June. Refer to Section 12 of the Subdivision Improvement Agreement. 15 EXHIBIT D Cost Estimate for Public Improvements (see attached) 16 BRIGHTLIGHTER ENGINEERING LLC 3253 N. GAYLORD ST. DENVER, CO 80205 (720) 540-8629 (Phone) Date: 26-Apr-19 Project: FR1901 Location: Wheat Ridge, CO By: JSD Opinion of Probable Cost 1 OFF-SITE IMPROVEMENTS Quantity Unit Unit Cost Total 6" Sidewalk 1400 SF $10.00 $14,000.00 3 Curb and 2' Gutter 270 LF $30.00 $8,100.00 4 Asphalt - Match Existing Thickness 1800 SF $10.00 $18,000.00 5 Alley Entrance 1 EA $7,500.00 $7,500.00 6 ADA Ramp 2 EA $1,500.00 $3,000.00 8 Contingency 25%$12,650.00 11 12 TOTAL ON-SITE IMPROVEMENTS ' ,* *' ri.'4 ' I f A b0 .9.' *'k.q:fr/frk'„'813$63;250.0 *The above cost estimate numbers are based on information provided by the Contractor, and are subject to change based on fluctuations in the cost of labor and materials. EXHIBIT E (lbLetter of Credit Template (see attached) 17 EXAMPLE LOC - Parentheses ( ) indicate applicant/bank defined fields (Bank Letterhead) LETTER OF CREDIT #(L.O.C.#) BENEFICIARY:The City ofWheat Ridge / ADDRESS:7500 West 29th 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 Cilv nf 79- VVheatRidge PLANNING COMMISSION AGENDA May 16,2019 Notice is hereby given of a Public Meeting to be held before the City of Wheat Ridge Planning Commission on May 16, 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 - Apri14,2019 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. MS-18-07: An application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. B. Case No. ZOA-19-01: An ordinance amending Chapter 26 of the Code of Laws concerning the regulation of animal-related facilities. 8. OLD BUSINESS 9. NEW BUSINESS 10.ADJOURNMENT Individuals it,ith 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. City of-Wheat Ridge POSTING CERTIFICATION CASE NO.MS-18-07 , PLANNING COMMISSION HEARING DATE:May 16, 2019 I, 3 6/Fe..st€/- (name) residing at 1 9 234 u, 53.8 LOOf 63 An CO 90403 (address) as the applicant for Case No.MS-18-07 hereby certify that I have posted the Notice of Public Hearing at W. 33rd Avenue at Ames Street (location) on this L day of /1 07/ 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 o f public hearing o f this case. The sign was posted in theuposition shown on the map below. Signature: NOTE: This form must be submitted at the public hearing on this case and will be placed in the applicant's case file at the Community Development Department. MAP i*W¥PI'€10M P# 4 4 *4-).45 '. F.A .B.* -....%/A . ' £., 0· : i t'' ·ifi . .11-"-- w,-r- - r.50*,b. 0, •.. i .'l* . .. I . , * ihill *2 19.f 4 PA.90#wt, .SM. , t.,4U<1 4£#T,h 4.. 1 , 1*..6.AMP J »?'71 'lle € F r: 4 i' ./1 Mliqmmwm ·i j 64 · .4.tt:* ' :Il ,/4, ;. I •:1 1 e ! f 1'.,1#14*,I *m :0 I .'/ , '1. 1r I , ...·/--', , *th , /-.4 " Slf' 9839%, 12 1 1 $ 1?4 f i 07 'MA 30Wl*AR€lge PUBLIC POSTING REQUIREMENTS 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 May 16, 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. "ki, IN, F 05/16/2019 MS-18-07 / Feaster 3300 Ames Street (NE corner of W. 33rd Ave and Ames St) Approval of a Minor Subdivision Planning Commission May 16, 2019 Request/Purpose 65€ r Existing Conditions - 2 developable lots and 2 vacated alley tracts Proposed Conditions - 2 lots (allowing duplexes) and 1 water quality tract - Lot 1: 8,456 square feet (56 feet wide) - Lot 2: 8,447 square feet (56 feet wide) - Tract A: 1,850 square feet (12 feet wide) - Cross-access easement for driveway, utility easements to remain, stormwater detention easement in Tract A /+I Current Zoning ..i .illillill 1 05/16/2019 i.· =+.2- - = 11'.24«Il r .==..1.-I --...,IC. .C. -- I..2-9. -- -'... lili- 1 I rail A - | 2- 0 Lot 1 -- ->iE-' 11 1 -EfirES-Lid; 4=--2 r. --- ----- 1:- Lot2 6- =:3 1311 '. 4.1, EM,.EP - - -- :r: - *i !4 1gi. 1. - ; - ...'.0, -- 01122=E". 1& 4 Plat Process Staff Conclusions Referral - No concerns from outside agencies - Public Works and Planninghave foundthe plat approvable - Civil documents approved 15-dav Public Hearing noticing for Planning Commission - No phone calls or letters received Staff finds: - The plat complies with the standards in Article IV (subdivision regulations) of the City Code - All agencies can serve the property Therefore, Staff recommends APPROVAL of the minor subdivision, Case No. MS-18-07. 2 B.-4 City of327'-VVheatRislge- PUBLIC WORKS Memorandum TO:Scott Cutler, Planner II FROM:Dave Brossman, Development Review Engineer DATE:May 8,2019 SUBJECT:WZ-18-25 (ODP), WZ-18-26 (SDP), MS-18-07 (Plat) / 3330 Ames St. - Feaster Subdivision - 4h PW Review Comments I have completed my review of the fifth submittal of the CDs, CCP, Drainage Letter/Plan, and Cost Estimate for the property located at 3330 Ames St. received on April 29, 2019. This letter is to inform you that all civil engineering documents for this development have been reviewed and are hereby approved for construction by the Department of Public Works. Please note the following: PLANNING & ZONING Outline Development Plan: 1. All previous comments have been adequately addressed; PW finds the ODP approvable. (Previously approved by PW on 03/27/2019). Specific Development Plan: Sheet SDP-2: 1. All previous comments have been adequately addressed. (Previously approved by PW on 03/27/2019). Final Plat: 1. All previous comments have been addressed; the plat is hereby approved by Public Works. CIVIL ENGINEERING Drainage Letter/Plan: 1. All previous comments have been addressed; the Final Drainage·Letter & Map is hereby approved by Public Works. Feaster Subdivision_Review-5.Approval.ltr.docx 40 1.11 Public Works Engineering May 8, 2019 Page 2 Civil Construction Plans: 1. All previous comments have been addressed; the Civil Construction Plans are hereby approved by Public Works. Itemized Engineer's Cost Estimate: 1. No comments; the Itemized Engineer's Cost Estimate is hereby approved by Public Works. Please be aware of the following items regarding the construction of the project: 1. 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. 2. Public Improvement Restoration/Debris Tracking: It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements along Ames Street or W. 33rd Avenue as a direct result of related construction traffic. Also, the contractor will be responsible for maintaining all affected roadways on a regular basis such that they remain free of construction debris and tracking from construction traffic accessing the site. 3. Drainage Certification: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-o f-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter 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 Letter/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 Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Feaster Subdivision_Review-5.Approval.ltr.docx 4 Public Works Engineering May 8, 2019 Page 3 Current City Datum for all constructed drainage facilities prior to issuance of the Certificate of Occupancy. Two (2) copies of the "As-Built" Plans as required by the Municipal Code of Laws are to be submitted as follows: i. Two (2) electronic files are to be delivered electronically as follows: 1. One (1) file in AutoCAD (2015 or older) DWG format and 2. One (1) file in PDF format. 4. Materials Testing for any Construction within the Public Right-of-Way: It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be constructed within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) Feaster Subdivision_Review-5.Approval.ltr.docx . City of -f 7 W heatlitlge --/' COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291 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) May 2,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 334 Avenue and Ames Street. 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 May 16,2019 @ 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 o f 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 of the meeting. www.ci.wheatridge.co.us L , -- L 1. ¢-3 .-- .,1.,- Vicinity Map i li r d?r Ty 67 lU F.mal lag 9. r e % i 6 It'i... .F r 7 L, N 41-, t *44 . 1\ 1+ t6.4 L A t 4*'* -. I j 1 1 0.l -IP r• 011_ T 10 1 3250 BENTON STREET LLC 03125 BRAUN CT GOLDEN CO 80401 3275 AMES ST LLC 02805 VRAIN ST DENVER CO 80212 5340 LLC PO BOX 601 HENDERSON CO 80640 ASHLEY CYNTHIA K HIATT RICHARD 03264 AMES ST WHEAT RIDGE CO 80212 BANDIMERE DAVID FGAGER JO ANNA M 03125 BRAUN CT GOLDEN CO 80401 BENANNA HOLDINGS LLC 03416 W 40TH AVE DENVER CO 80211 BRADY ROBERT 11 CARLOS JENICA 03300 BENTON ST WHEAT RIDGE CO 80212 BREEN SHANNA 03289 AMES ST DENVER CO 80212 BRYANT R ROBB TRUST 2015 03375 AMES ST WHEAT RIDGE CO 80212 BSA LLC 00865 CIRCLE DR BOULDER CO 80302 CADRY JOHN J MACDONALD SHELBY 03370 BENTON ST WHEAT RIDGE CO 80212 CHAPMAN KELLISUE A ROBERT R. LUCERO 00322 S UTICA ST DENVER CO 80219 COOKINGHAM RICHARD 03380 BENTON ST WHEAT RIDGE CO 80212 CORP OF PRES BISHOP OF LDS DENVER 2ND AND 9TH WARDS 00050 E NORTH TEMPLE SALT LAKE CITY UT 84150 EDDY DARCIE 03305 AMES ST WHEAT RIDGE CO 80212 FELTON ANNE M 5101 W 33RD AVE DENVER CO 80212-1851 FIEIERTAG DAVID B FEIERTAG ASHLEY ELIZABETH 03270 AMES ST WHEAT RIDGE CO 80212 FISCHLER MARK HOWARD FISCHLER KATHRYN MARION 03287 AMES ST WHEAT RIDGE CO 80212 FORSYTH KELLY 3334 SHERIDAN BLVD DENVER CO 80212-1856 GADBOIS JACLYN A 00222 HENNEPIN AVE S 554 MINNEAPOLIS MN 55403 GAGE ALISON 03280 AMES ST WHEAT RIDGE CO 80212 GAGNON RAYMOND A JR GAGNON ELIZABETH M 03319 AMES ST WHEAT RIDGE CO 80212 HILLER TERRA 03325 AMES ST WHEAT RIDGE CO 80212 HOAD SOPHIA L HALMA MARK 03285 AMES ST WHEAT RIDGE CO 80212 LEREW WENDELL 08077 NEWLAND CT ARVADA CO 80003 LOZANO ESPERANZA & HILDA 3300 SHERIDAN BLVD DENVER CO 80212-1871 MACIAS LILIANA 04203 S BAHAMA ST AURORA CO 80013 MAMMALSMART PROPERTIES INC 19201 E POWERS PL AURORA CO 80015 MCGUCKIN JOSHUA D 03440 BENTON ST WHEAT RIDGE CO 80212 MIULLO NATHANIEL J 03335 AMES ST WHEAT RIDGE CO 80212 MOONRAKER LLC 03315 AMES ST WHEAT RIDGE CO 80212 NINOMIYA NOBUKO 2335 AMES ST EDGEWATER CO 80214-1251 NOVY DEVELOPMENT LLC 04575 TENNYSON ST 103 DENVER CO 80212 OSBORNE STACEY L PO BOX 280421 LAKEWOOD CO 80228 PEARSON KELLY J 05641 ASPEN LEAF DR LITTLETON CO 80125 PRALL BRIAN J 03291 SHERIDAN BLVD WHEAT RIDGE CO 80212 PRESS ESTHER C 3295 ZENOBIA ST DENVER CO 80212-1655 QUINTANA TAMMY M 11794 W APPLEWOOD KNOLLS DR LAKEWOOD CO 80215-7098 ROCHA AARON 03261 SHERIDAN BLVD WHEAT RIDGE CO 80212 RODRIGUEZ ELIZABETH 01430 NELSON ST LAKEWOOD CO 80215 SHERIDAN SEVEN PLEX LLC PO BOX 6769 DENVER CO 80206 SHERMAN DALLAS MOZART 04587 BISCAY ST DENVER CO 80249 SMITH MARK 3292 SHERIDAN BLVD DENVER CO 80212-1611 SOLANO AMALIA 04121 BRYANT ST DENVER CO 80211 SPK LIMITED LLC 00200 LIPAN ST DENVER CO 80223 VELLECA LISA M 03365 AMES ST WHEAT RIDGE CO 80212 r City of7-WheatRgge - PUBLIC WORKS Memorandum TO:Scott Cutler, Planner II FROM:Dave Brossman, Development Review Engineer DATE:April 11,2019 SUBJECT:WZ-18-25 (ODP), WZ-18-26 (SDP), MS-18-07 (Plat) / 3330 Ames St. - Feaster Subdivision - 4h PW Review Comments I have completed my fourth review of the Final Plat received on April 11,2019, and the ODP and SDP were previously reviewed, for the property located at 3330 Ames St. and PW finds all of the planning-related documents approvable: PLANNING & ZONING Outline Development Plan: 1. All previous comments have been adequately addressed; PW finds the ODP approvable. (Previously approved by PW on 03/27/2019). Specific Development Plan: Sheet SDP-2: 1. All previous comments have been adequately addressed. (Previously approved by PW on 03/27/2019). Final Plat: 1. All previous comments have been addressed; the plat is hereby approved by Public Works. NOTE: No civil documents were received with the 4h submittal. The civils documents will be submitted, reviewed, and comments/approvals returned at a later date. CC:Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician File Feaster Subdivision_Review-4_Planning Docs Only.Approval.ltr k & Scott Cutler From:Scott Cutler Sent:Thursday, April 11, 2019 4:58 PM To:'Jesse Donovan'; Jay Feaster CC:Lauren Mikulak Subject:RE: 33rd/Ames Plat Comments - 2nd Review Jesse - PW found the plat to be approvable and ready for Planning Commission. We will publish for the hearing that can be scheduled on May 16 at 7pm. Please re-submit the civils, cost estimates, and other requested items once those revisions are complete. I'm out for now, but I'll be in touch the week of the 22nd. Feelfree to contact Lauren or Dave Brossman in my absence. Best, Scott Cutler Planner 11 Office Phone: 303-235-2849 From: Jesse Donovan <jesse@brightlightereng.com> Sent: Thursday, April 11, 2019 2:15 PM To: Scott Cutler <scutler@ci.wheatridge.co.us>; Jay Feaster <jay@feasterrealty.com> Cc: Lauren Mikulak <Imikulak@ci.wheatridge.co.us> Subject: RE: 33rd/Ames Plat Comments - 2nd Review Scott and Lauren, See attached for the revised Plat and CAD drawing. Thanks, Jesse Donovan, PE 1 Principal Brightlighter Engineering LLC 1 720-504-8629 direct From: Scott Cutler <scutler@ci.wheatridge.co.us> Sent: Thursday, April 11, 2019 12:31 PM To: Jesse Donovan <iesse@brightlightereng.com>; Jay Feaster <iav@feasterrealtv.com> Subject: RE: 33rd/Ames Plat Comments - 2nd Review Sounds good, please make sure to copy Lauren Mikulak and Mark Van Nattan on that resubmittal. Thanks, and I'll talk with you in a couple weeks. 9 inl 1 r City ofYheatidge - PUBLIC WORKS Memorandum TO:Scott Cutler, Planner II FROM:Dave Brossman, Development Review Engineer DATE:April 3,2019 SUBJECT:WZ-18-25 (ODP), WZ-18-26 (SDP), MS-18-07 (Plat) / 3330 Ames St. - Feaster Subdivision - 3RD PW Review Comments I have completed my third review of the Final Plat, ODP, and SDP for the property located at 3330 Ames St. received on March 26,2019 and the following are my comments: PLANNING & ZONING Outline Development Plan: 1. All previous comments have been adequately addressed; PW finds the ODP approvable. (Approved by PW on 03/27/2019). Specific Development Plan: Sheet SDP-2: 1. All previous comments have been adequately addressed. (Approved by PW on 03/27/2019). Final Plat: General Comments: 1. Per Sec. 26-410 ofthe Municipal Code of Laws the Basis of Bearings and coordinates shall be consistent with the Current Cio' Datum, being a modified ground-based form of the NAD 83/92 (HARN) state plane system. The provided coordinate values are not consistent with the CitY's coordinate sYstem, and the AutoCAD drawing appears to be on State Plane. As previously requested, the AutoCAD drawing of the plat shall be revised to be on the Current City Datum prior to approval. Feaster Subdivision_Review-3.ltr.docx L i Public Works Engineering April 3, 2019 Page 2 Sheet 1: 1. The statement made in Note #10 is correct, but the AutoCAD drawing file for the plat must correspond to this statement. The drawing provided with the current submittal is on State Plane coordinates rather than on the Current City Datum as required by Code. 2. PW recommends that a Note #12 be added pertaining to the existence and removal of previous parcel lines such as old alley boundary lines (please see explanation on Sheet 2). Note that the language below is just an example and can be modified as the applicant's desires: "12.) ALL PREVIOUSLY EXISTING PARCEL LINES LYING WITHIN THE PLATTED BOUNDARY OF FEASTER SUBDIVISION SHALL HEREBY BE REMOVED UPON RECORDATION OF THIS PLAT WITH THE JEFFERSON COUNTY CLERK AND RECORDERS OFFICE." Sheet 2: 1. Please note that the areas of Lots 1& 2 and Tract A don't add to the square footage provided. Moreover, this square footage also does not match the area given in the Legal Description. There may be some rounding error going on, but please be sure these all correspond to one another (might try rounding to the nearest whole square foot). 2. The coordinates provided are State Plane coordinates, which are fine to show but Sec. 26-410 of the City Code requires that the coordinates provided be consistent with the Current City Datum, being a modified ground-based version of the NAD83/92 State Plane system. PW has provided the coordinates for PHAC-1 and City monument #16909, being the Cl/4, Section 25 to assist with the transformation process: a. Current City Datum: City Monument PHAC #1 = N: 701687.91, E: 119004.18 b. Current City Datum: City Monument #16909 = N: 703194.06, E: 123740.48 3. Please modify the enlarged ROW dedication detail as shown. 4. Upon inspection of the County Assessor's parcel lines, they seem to believe a parcel line still exists for the westerly alley boundary. PW recommends doing a bit of"clean- up" for this by either depicting the line on the graphic and showing as "HEREBY REMOVED", or ifpreferred by adding the Note #12 at the bottom of Sheet 1. (Ifwe don't do this the County will likely leave in place what they believe is a valid parcel line, which may complicate things later for the property owner). The language given in Note #12 is a suggestion only and can and should be modified to reflect the wishes of the property owner. (Please refer to comment #2 for Sheet 1 above). Please include one PDF and one AutoCAD (2015 or older) DWG file of the Final Plat with the next submittal. CIVIL ENGINEERING Drainage Letter: 1. Discuss the following in the Water Quality Pond section: Feaster Subdivision Review-3.ltr.docx Public Works Engineering April 3, 2019 Page 3 a. One ofthe percolation rates for the tests is incorrect. The tests yielded 1"/hr. (60min./inch) and 0.50"/hr. (120min./inch) rather than the stated 1"Air. and 2"Air. b. You went the wrong direction with the math for the safety factor. A 1.5X safety factor for 0.50"/hr. would be 0.33"/hr, which is luckily what was used to calculate the Design Rate rather than the stated 3"/hr. 2. All other previous comments have been adequately addressed; the Letter will be approvable upon completion of the above comments. Drainage Plan: 1. All previous comments have been adequately addressed; the Drainage Plan is approvable upon inclusion of the seal and signature. Civil Construction Plans: Sheet CO.0 (Cover Sheet): 1. All previous comments have been adequately addressed. Sheet CO. 1 (Notes Sheet): 1. No comments this sheet. Sheet Cl.1 (Site Plan): 1. Regarding the "Dip Ahead" sign to be relocated at the Ames/W. 33rd intersection, since this regulatory sign needs to be relocated, please include the City-standard sign base detail: T-E01 Sign.Base Sign Base Detail and refer the reader to the detail. 2. PW understands the reason for the two poles by the driveway on W. 33rd Ave., but only this one needs to be the City-standard pole and light with pull-box. (It appears the other light is directed towards the adjacent parking lot anyway). Please clarify in the call-out text and arrows. Sheet Cl.2 (Site Details): 1. In the CDOT Concrete Sidewalk detail, please place the dimension in the proper location to avoid confusion. 2. Please include the City-standard sign base detail: a. T-E01 Sign.Base Sign Base Detail. Sheet C2.1 (Grading Plan): 1. All previous comments have been adequately addressed. Sheet C3.1 (Utility Plan): 1. Please show the two electrical pull-boxes next to the proposed City-standard streetlights. Feaster Subdivision_Review-3.19.docx Public Works Engineering April 3, 2019 Page 4 2. PW understands the reason for the two poles by the driveway on W. 334, but only the one west of the driveway needs to be the City-standard pole and light with pull-box. (It appears the other light is directed inward towards the adjacent parking lot anyway). 3. Please add the following two notes regarding the streetlights: "4. CONTRACTOR SHALL OBTAIN THE REQUIRED ROW CONSTRUCTION PERMIT(S) FOR THE STREET LIGHTS FROM THE CrrY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS (303.235.2961) PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL COORDINATE PLACEMENT OF THE ELECTRIC METER WITH THE PUBLIC WORKS FIELD SUPERVISOR. 5. CONTRACTOR SHALL FURNISH THE NECESSARY PLANS TO AND OBTAIN AN (ELECTRICAL) BUILDING PERMIT FROM THE CITY OF WHEAT RIDGE BUILDING DIVISION (303.235.2876) FOR THE STREETLIGHTS PRIOR TO COMMENCEMENT OF WORK." Sheet C4.1 (Right-of-Way Plan & Profile): 1. On the plan view: a. Need to identify the patching width on both Ames Street and W. 33rd Avenue. b. Regarding the patching at the intersection, there is really no way to get a good curved saw-cut line. Please make this a fillet similar to what is shown. 2. In the Proposed Profile: a. The elevations shown on this profile don't correlate to the ones provided on the cross-section sheet C4.2. Be sure these all correspond to one another. b. Sorry, but I apparently failed to mention during the last review that the flattest allowable grade for new curbing is 0.50%. Straight-grading from station 1+51.92 to station 0+07.62 makes the grade 0.40%, which is a bit too flat. The proposed flowline elevation at 1+51.92 should be raised 0.11' to 5466.12, which will yield an approvable grade of 0.47%. Per the cross-section on Sheet C4.2, raising 1+51.92 by 0.11' would make it flat across the asphalt patchback as proposed, but given the existing cross-slope of4.67%, slightly enlarging the proposed patch by only one (1) foot across this area will allow for about 1 % fall into the gutter. Sheet C4.2 (Right-of-Way Plans - Cross-Sections): 1. Note that some of the elevations shown on these cross-sections don't correlate to the ones provided on the profile sheet C4.1. There is likely round-off, but please be sure these all correspond to one another. 2. The proposed flowline elevation at 1+51.92 should be raised 0.11' (or 0.08' depending on which sheet you look at) to 5466.10 Construction Control Plan 1. All previous comments have been adequately addressed; the Construction Control Plan is hereby approved. A copy of the approved CCP will be returned when all documents have been approved. Feaster Subdivision_Review-3.19.docx Public Works Engineering April 3, 2019 Page 5 Itemized Engineer's Cost Estimate: 1. No Itemized Engineer's Cost Estimate was included with this submittal. 2. An itemized engineer's cost estimate must be submitted for review and approval with the next civil construction plan submittal, and include the following: a. A separate section detailing &11 Off-Site items (within public ROW), which includes landscaping and irrigation. This will be used for the Irrevocable Letter of Credit (refer to OTHER REQUIREMENT #2 below). b. A separate section detailing all On-Site items to be constructed (excluding the building and garage structures), including but not limited to, entrance walks, drive aisles, drainage-related items such as curb & gutter, detention or water quality areas, drainage outlet structures, storm pipes, etc. This will be used to determine the City' s Use Tax on materials Credit (refer to OTHER REQUIREMENT #3 below). OTHER REOUIREMENTS 1. 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 template. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (see below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 2. Public Improvements Cost Estimate & Guarantee: An itemized engineer's cost estimate must be submitted for review and approval. Upon acceptance ofthe 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 upon approval of the cost estimate. 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 i f deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 3. Private improvements Cost Estimate & Use Tax: A cost estimate for private infrastructure improvements will be required prior to issuance of a Site Work Permit. The private improvements cost estimate shall include a breakdown of costs for all non-public "horizontal" infrastructure Feaster Subdivision_Review-3.ltr.docx Public Works Engineering April 3, 2019 Page 6 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 Site Work Permit. 4. Site Work Permit: Prior to construction of any private infrastructure on the site, a Site Work Permit will need to be obtained from the Building Division of the City of Wheat Ridge Community Development Department (303.235.2876). Payment of the City use tax is required at the time of application for the Site Work Permit. Site Work 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 (if applicable), Construction Plans, and Construction Control Plan. 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 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. CC:Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician Feaster Subdivision_Review-3.ltr.docx Public Works Engineering April 3, 2019 Page 7 File Feaster Subdivision Review-3.ltr.docx r City ofTVfheatRiElge- 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 April 9,2019 Jay Feaster Feaster Realty 19510 W. 55th Place Golden, CO 80403 Mr. Feaster: This letter is in regards to your application for approval of a subdivision on property located at the northeast corner ofW. 33rd Avenue and Ames Street. The City has reviewed your second submittal and has the following comments. Please also refer to the redlined copy of the draft documents, including the Public Works comments on the plat and civils provided by Dave Brossman. Sheet 1 1. The date line under attest can be removed. Sheet 2 2. Lots 1&2 and Tract A don't add to the square footage provided, and this total square footage does not match the area in the legal description. Everything needs to match and add up correctly. 3. The ROW dedication area should not be included in the total for Lot 2 (not sure if it was or not). It is likely that the ROW dedication will cause the area of Lot 2 to drop below 8,450 square feet, which is why the ODP was changed to allow a minimum lot size of 8,425 square feet. 4. The plat needs to be on the City Datum. Refer to Public Works comments for more information. For future consideration 5. Subdivision Improvement Agreement (SIA): As part of the plat approval, an SIA is required to memorialize your obligation to construct public improvements. The phasing or installation schedule will be memorialized in the agreement, and you will need to provide itemized cost estimates and financial guarantee in the form of an Irrevocable Letter of Credit for any on- and off-site improvements. A draft SIA is attached for your review. 6. Parkland Dedication Fee: All new residential development is subject to parkland dedication based on the number of new units created. Fees are $2,497.29 per new unit or $9,989.16 total. These fees are owed at the time the subdivision is recorded. 7. Duplex Split: In order to sell the two sides of a duplex separately, a duplex split must be recorded at the Jefferson County Clerk & Recorder's office, creating separate deeds for each side of the duplex. This should be completed shortly after the plat is recorded so that the legal descriptions match the new lot names of the Feaster Subdivision. A handout describing the process has been attached, but nothing is reviewed by the City of Wheat Ridge. www.ci.wheatridge.co.us This concludes the summary of comments. Please re-submit the plat and civil documents as .pdf and .dwg files. For questions or clarification on any comments, feel free to directly contact me or Dave Brossman. Sincerely, 5/7/0 Scott Cutler Planner II CC:WZ-18-25, WZ-18-26, and MS-18-07 case files Kevin Bloom Jesse Donovan Case No. MS-18-07 /33rd & Ames Plat 2 F¥ 5.j,v-ate Closure Sheet - Both Process No Adjust Results Thu Nov 08 14:01:54 2018 Coordinate File: Closure Results Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000 Closing Reference Point 1: N 1703591.219 E 3125280.399 Z 0.000 Ending Point 1: N 1703591.219 E 3125280.399 Z 0.000 Azimuth Of Error: 236°18'37" North Error :-0.00002 East Error :-0.00003 Vertical Error : -0.00000 Hz Dist Error : 0.00004 Sl Dist Error :0.00004 Traverse Lines : 4 SideShots :0 Store Points :1 Horiz Dist Traversed: 550.500 Slope Dist Traversed: 550.500 Closure Precision: 1 in 15268061.3 Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000 Point Horizontal Vertical Slope Northing Easting Elev No.Angle Angle Dist Description 2 N89.4526E 0.0000 151.000 1703591.859 3125431.398 0.000 ne 4 Se.1434E 0.0000 124.250 1703467.610 3125431.924 0.000 se 5 S89.4526W 0.0000 151.000 1703466.970 3125280.925 0.000 SW 1 Ne.1434W 0.0000 124.250 1703591.219 3125280.399 0.000 nw Sideshots Page 1 Closure Sheet - Lot 1 Process No Adjust Results Thu Nov 08 14:00:18 2018 Coordinate File: Closure Results Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000 Closing Reference Point 1: N 1703591.219 E 3125280.399 Z 0.000 Ending Point 1: N 1703591.219 E 3125280.399 Z 0.000 Azimuth Of Error: 236°18'37" North Error :-0.00002 East Error :-0.00003 Vertical Error : -0.00000 Hz Dist Error : 0.00004 Sl Dist Error :0.00004 Traverse Lines : 4 SideShots :0 Store Points :1 Horiz Dist Traversed: 426.250 Slope Dist Traversed: 426.250 Closure Precision: 1 in 11822000.3 Starting Point 1: N 1703591.219 E 3125280.399 Z 0.000 Point Horizontal Vertical Slope Northing Easting Elev No.Angle Angle Dist Description 2 N89.4526E 0.0000 151.000 1703591.859 3125431.398 0.000 ne 3 50.1434E 0.0000 62.125 1703529.734 3125431.661 0.000 ne/se 6 S89.4526W 0.0000 151.000 1703529.095 3125280.662 0.000 sw/nw 1 N0.1434W 0.0000 62.125 1703591.219 3125280.399 0.000 nw Sideshots Page 1 Closure Sheet - Lot 2 Process No Adjust Results Thu Nov 08 14:01:12 2018 Coordinate File: Closure Results Starting Point 6: N 1703529.095 E 3125280.662 Z 0.000 Closing Reference Point 6: N 1703529.095 E 3125280.662 Z 0.000 Ending Point 6: N 1703529.095 E 3125280.662 Z 0.000 Azimuth Of Error: 26°33'55" North Error :0.00002 East Error :0.00001 Vertical Error : -0.00000 Hz Dist Error : 0.00002 Sl Dist Error :0.00002 Traverse Lines : 4 SideShots :0 Store Points :1 Horiz Dist Traversed: 426.250 Slope Dist Traversed: 426.250 Closure Precision: 1 in 19062511.9 Starting Point 6: N 1703529.095 E 3125280.662 Z 0.000 Point Horizontal Vertical Slope Northing Easting Elev No.Angle Angle Dist Description 3 N89.4526E 0.0000 151.000 1703529.734 3125431.661 0.000 ne/se 4 S0.1434E 0.0000 62.125 1703467.610 3125431.924 0.000 se 5 S89.4526W 0.0000 151.000 1703466.970 3125280.925 0.000 SW 6 N0.1434W 0.0000 62.125 1703529.095 3125280.662 0.000 sw/nw Sideshots Page 1 14 5&60.-,0,1-4 1 -441 il CUSHMAN GEOSCIENCE LLC Geotechnical Investigation and Foundation Recommendations 3300 Ames St Wheat Ridge, CO 80212 Project Number 18-075 July 23, 2018 Prepared For Ames Partners LLC Attn: Jay Feaster 19510 W. 55th place Golden, CO 80403 Cushman Geoscience LLC 195 S Hoyt Street, Lakewood, Colorado 80226 303-475-7993 david.cushmangeo@gmail.com CONTENTS Scope of Work 1 Existing Construction and Site Conditions 1 Proposed Construction 1 Subsurface Investigation 2 Subsurface Conditions 2 Laboratory Test Results 3 Discussion of Expansive Soils 3 Site Preparation ' 4 Site Excavation 5 Foundation Recommendation< 5 Alternative Basement Foundation Recommendations........................................................................................6 Foundation Walic 7 Floor Slabc 7 Subsurface Drainage 8 Surface Drainage 8 Exterior Flatwork ...9 Radon 9 Mold 9 Crawlspace Recommendationg 9 Limitations and Exclusions 9 References 10 Tables Table 1: Subsurface Conditions Summary 2 Table 2: Groundwater Summary 2 Table 3: Laboratory Test Results Summary 3 Table 4: Summary of Risk Categorip< 4 Attachments Figures Appendix A Appendix B Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 1 As requested, Cushman Geoscience LLC (CG) has prepared geotechnical engineering recommendations for the proposed residential structures planned for the subject site. Scope of Work The scope included drilling exploratory boring(s), obtaining soils and/or bedrock samples at intervals in the bore holes, and subjecting the samples to various laboratory tests as outlined herein and providing geotechnical recommendations. The recommendations presented herein are based on the subsurface conditions observed in the boring(s) and the laboratory testing results. Additional subsurface exploration and/or laboratory testing may result in recommendations that may differ to some degree than those presented herein. There is no guarantee or warranty as to the uniformity of subsurface materials and conditions at the subject site. An additional discussion of the limitations of geotechnical engineering is included in Appendix A. As noted in the appendix, this report should be considered valid for 3 years after issuance. Existing Construction and Site Conditions The site is currently a vacant lot. At the time of the investigation the lot was vegetated with a good cover of wild plants and grasses. The ground surface slopes gently to the north. Surficial Geology on the site is mapped as Loess (windblown silt with fine sand and clay) according to "Geologic map of the Arvada quadrangle, Adams, Denver, and Jefferson Counties, Colorado" by R.M. Lindvall, USGS Map GQ-1453, 1979. Bedrock below the upper soil appears to be Denver and Arapahoe Formations of Paleocene and Upper Cretaceous age. A geologic map is shown in Figure 1.1 Proposed Construction Planned construction forthe site includes two duplex structures with detached garages. The duplexes are proposed to be two stories over a basement and the garages to be one story with a slab on grade floor. The structures will have reinforced concrete foundations and will be built with wood and/or steel framing and possible veneer materials. Structural loading will be relatively light consistent with the proposed construction, on the order of 300 to 3,000 pounds per linear foot. Site grading will be minimal. An existing site plan is presented on Figure 1.0. If the proposed construction varies significantly from that described above or herein, CG should be notified to re-evaluate the recommendations provided in this report as necessary. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 2 Subsurface Investigation The subsurface investigation was performed by drilling three (3) test borings (B-1, B-2, and B-3) on the lot at the approximate locations shown on Figure 1.0. The test borings were drilled on May 18, 2018 using a 4" diameter solid stem auger, powered by a CME-45 drill rig. As noted in the Boring Log, Figure 2.0, samples were obtained using a "modified California" sampler. The samples were obtained by driving the sampler into the subsurface materials at selected depths during drilling. The modified California sampler is a steel barrel sampler with a 2.5-inch outside diameter and a 2-inch inside diameter that is fitted with 4-inch long brass liners during sampling to facilitate retrieval and transport of relatively undisturbed samples of the subsurface materials. The sampler was driven into the subsurface materials using a 140-pound hammer falling through a height of 30 inches. The number of blows required to drive the sampler 12 inches is recorded and provides an indication of the relative density of granular materials and relative consistency of cohesive, fine grained soils. Subsurface Conditions Subsurface conditions encountered in test borings, B-1, B-2, and B-3, are summarized in Table 1 below. A log of the test borings is presented on Figure 2.0.Note: all measurements are approximate based on tools and methods used in the field. Table 1: Subsurface Conditions Summary Boring No.Depth (feet) B-1 0-2 B-2 2 - 6.5 B-3 0-8 B-1 2-4 B-2 0-2 B-1 7-30 B-2 6.5 - 20 B-3 8-20 Soil Description Clay, silty, sandy to very sandy, scattered gravel, hard, moist, brown Gravel, silty, clayey, moist, brown Sandstone/Claystone bedrock, intermixed and interlayered, very hard, moist, brown, gray, olive Groundwater encountered during drilling and measurements after drilling are summarized in Table 2 below.Note: all measurements are approximate based on tools and methods used in the field. Table 2: Groundwater Summary Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 3 Boring No.Time Relative to Drilling Groundwater Depth (feet) Caving/Mud Depth (feet) During drilling dry - B-1 10 minutes after dry open 3 days after 28 28.6 During drilling dry - B-2 10 minutes after dry open 3 days after 19.8 20 During drilling dry - B-3 10 minutes after dry open 3 days after dry 19.7 Laboratory Test Results Samples obtained during the geotechnical exploration program were returned to our laboratory where the soil descriptions and boring log were reviewed by a seniorgeotechnical engineer or senior engineering geologist. Selected samples were then tested in the laboratory for moisture content, dry density, and swell-consolidation potential. Results of the laboratorytests are presented next to the boring log in Figure 2.0 and in Table 3 (below) and in Figures 3.0 - 3.9. Table 3: Laboratory Test Results Summary Boring Depth No.(feet) B-1 4 B-1 9 Moisture Dry Content Density (%) (pcf) 12.4 111 13.9 118 Swell Potential Swell Pressure (%) (psf) 4.1 10,300 -0.2 N/A Swell Risk high low B-1 19 19.5 112 1.0 3,200 low B-2 4 10.1 111 2.4 4,700 moderate 8-2 9 18.3 111 0.1 1,600 low 8-2 14 21.2 106 0.8 4,700 low B-2 19 18.0 106 0.3 1,400 low B-3 4 11.9 106 1.8 2,700 low B-3 9 9.6 113 0.0 N/A low B-3 19 15.8 113 -0.2 N/A low Discussion of Expansive Soils The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell-consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 4 The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risk is presented in Appendix A. Table 4: Summary Of Risk Categories Slab Performance Risk Category Representative Percent Swell Representative Percent Swell (500 psf Surcharge)(1000 psf Surcharge) Low 0 to< 3 0 to< 2 Moderate 3 to<5 2 to<4 High 5 to<8 Very High 8 or greater Source: Colorado Association Of Geotechnical Engineers, 1996. 4 to<6 6 or greater Note: The representative percent swell values presented are not necessarily measured values. Rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. Site Preparation Priorto site grading, areas to be graded should be stripped of surface vegetation, topsoil, debris and other deleterious material. Stripped materials should be wasted off site in accordance with applicable regulations. However, non-hazardous stripped soil with vegetation can be used as shallow fill in non- structural, landscaped areas of the site. All manmade fill, or demolition debris should be removed from below the planned foundations and floor slabs, and replaced with properly compacted structural fill. Structural Fill Material:Imported structural fill material should be non-expansive at the recommended placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the Unified Soil Classification System (USCS), and have a liquid limit less than 40 and a plasticity index less than 20. Frozen material, ice, snow, cobbles and boulders larger than 3 inches, debris and other deleterious material should be excluded from fill materials. CG should be contacted to test and evaluate whether proposed on-site or imported materials are suitable structural fill. Suitable imported structural materials would be: CDOT Class 5 or 6 road base, CDOT Class 1 Structure Backfill, or a manufactured 'crusher fines' material. Imported materials should be approved by the Geotechnical Engineer. Fill Placement: Structural fill should be placed in lifts 8 inches or less in loose thickness, moisture conditioned and compacted to 95 percent or more of the standard Proctor Maximum Dry Density (MDD). Fill which classifies as silt, sand or gravel by the USCS should be moisture conditioned to within 2 percentage points of Optimum Moisture Content (OMC), and fill which classifies as clay by the USCS should be moisture conditioned to within OMC to 4 percentage points above OMC. Fill in non-structural areas should be compacted to at least 90 percent of the MDD. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 5 Site Excavation The sandy, silty, clay soils classify as Type B soils per the OSHA Excavation Guide. All excavation slopes are to be laid back per the OSHA Excavation Guide for Type B soils at a maximum 45-degree angle (1:1 Horizontal to Vertical). The excavations should be performed under the supervision of the contractors 'Competent Person' per the OSHA Excavation Guide. The slopes may require to be further laid back if seepage or instability is observed in the foundation excavations. The contractor should manage construction traffic and the placement of excavation spoils to maintain excavation slope stability. If site constraints prevent appropriate excavation sloping, the foundation excavation can be shored using drilled concrete piers. Our office can prepare an excavation shoring design for this project if needed. Foundation Recommendations Due to the potential for significant differential movement for shallow foundations, the safest foundation type for the proposed structures is straight shaft, steel reinforced, concrete piers drilled into the underlying bedrock. The following recommendations should be followed in the design and construction of the foundation system. 1. Piers initiated within 3 feet of the existing ground surface (i.e. garage, porch, and crawlspace levels) should have a minimum length of 18 feet and a minimum bedrock penetration of 6 feet. Piers initiated 8 to 10 feet below the existing ground surface (i.e. basement level) should have a minimum length of 12 feet and a minimum bedrock penetration of 6 feet. All piers shall have a minimum diameter of 12 inches. 2. Piers should be designed for an allowable end bearing pressure of 37,000 psf and a side shear resistance of 2,500 psf for the portion of the pier in bedrock. Side shear resistance should be ignored forthe upper 5 feet of the pier shaft and the bottom pier diameter, or 1 foot for a 12-inch diameter pier. 3. Piers should be reinforced the full length as recommended by the structural engineer. Reinforcing should be adequate to resist an uplift pressure of at least 45,000 pounds per foot of pier diameter. 4. Grade beams between piers should be provided with a minimum 4-inch void space at the bottom. 5. Pier tops should not be allowed to mushroom. The top of all piers should be formed with cardboard tubes. 6. Caving soils and groundwater were encountered in the test borings shortly after drilling or when checked 3 days after drilling. Based on our observations, casing of the pier shafts is not expected, Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 6 but dewatering may be required. Concrete should be placed in the caissons immediately after drilling using "drill and pour" techniques to minimize the need for dewatering. 7. Concrete should be placed by the tremie method if more than 3 inches of water is encountered in the bottom of the pier shaft at the time of concrete placement. The tremie pipe should be lowered to the bottom of the pier shaft prior to concrete placement and should be kept below the concrete surface during concrete placement. 8. CG should observe pier drilling and construction. Alternative Basement Foundation Recommendations A spread footing foundation supported on native soils or properly compacted structural fill can be considered to support the proposed structure(s) at the basement elevation only with the entire excavation below the clay stratum and a\\footing elevations are at this level. Spread Footing Recommendations New foundations should be designed based on an allowable soil bearing pressure of: • 3000 psf maximum and 500 psf minimum at a typical basement elevation (about 8 to 10 feet below grade). Additional spread footing foundation design and construction considerations: 1. The total and differential settlements are estimated to be approximately 1 inch or less. 2. Spread footings should have a minimum width of 16 inches for continuous footings placed on material as described above, and 24 inches for isolated pads. 3. A minimum 4-inch void should be used below grade beams if needed to develop the minimum dead load pressure. 4. Footings placed beneath unheated areas should have at least 36 inches of covering soilsto protect from frost. This depth should be verified with the local building department. 5. Lateral resistance to the spread footings is based on both friction between the footing and its subsoil and passive earth pressures of the soils on the side of the footing. An ultimate coefficient of friction of 0.35, and a passive pressure based on an equivalent fluid weight of 180 pcf for the soils is recommended. 6. The foundation system should be reinforced to span an unsupported length of 10 feet. 7. It is required that a representative of the Engineer observes the foundation excavation prior to foundation construction and/or fill placement in order to evaluate the possible fill soils. 8. The foundation excavation should be protected from runoff, and multiple wetting and drying cycles. Runoff into the foundation excavation should be avoided. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 7 Foundation Walls Foundation walls which are laterally supported and expected to undergo a minimal amount of movement should be designed with based on a lateral "at-rest" earth pressure computed based on an equivalent fluid weight of 60 pcf if the onsite soils are used as backfill. Topsoil should not be used as backfill. The earth pressure can be reduced to 50 pcf for "active" conditions where significant wall deflection can occur, such as at site retaining walls. A passive pressure based on an equivalent fluid weight of 180 pcf for sandy, silty, clay is recommended. These pressures assume drained conditions behind the foundation walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall. All foundation walls should be designed for appropriate hydrostatic and surcharge pressures such as: adjacent buildings, traffic, construction materials and equipment. These pressures assume drained conditions behind the foundation walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall. Foundation Wall Backfill Placement: \n landscape areas, foundation wall backfill should be compacted to at least 90% percent of the standard proctor maximum dry density (ASTM D 698) near the optimum moisture content (OMC). In areas of external and interior flatwork (i.e. sidewalks, driveways, garage slabs), foundation wall backfill should be compacted to at least 95% percent of the standard proctor maximum dry density (ASTM D 698) at or slightly above the optimum moisture content. Floor Slabs The onsite soils are suitable to support slab-on-ground construction, with a low (at basement level) and moderate (at existing grade level) risk of slab heave due to potentially expansive soils. Potential floor slab movement of less than 1" exists at the basement level and 2" to 3" exists on the site near the ground surface, assuming a depth of moisture variation ("depth of wetting") of about 20 feet. Structural floors over a crawlspace or minimum 12-inch void space should be used if this potential movement is not acceptable to the owner or builder. Slab Design: To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion jointsthatallow forunrestrained vertical movement. Partitions should not be designed or constructed to bear on slabs supported on grade. A 3-inch void should be established below or above partitions during construction and monitored and maintained by the owner after construction. The void space can be covered with a molding strip that is not attached to the partition. Joint spacing should be determined on floor thickness, nominal aggregate size, slump, and be consistent with the recognized guidelines such as the Portland Cement Association and the American Concrete Institute. Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings. Performance expectations should be taken into consideration in the selection of floor slab coverings. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 8 Floor Slab Subgrade:Some areas of soft and/or loose soils may be encountered in the floor slab areas. Some subgrade improvement of these materials may be required at the time of excavation as directed by the engineer. Soft ordisturbed soils observed in the excavation should be compacted on grade or removed and replaced with structural fill. Any fill placed below structural areas should consist of granular, non- expansive soil compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698) near the optimum moisture content. Plastic Moisture Barrier or Gravel Layer:Based on subsurface conditions observed in the test boring(s) and our understanding of the planned construction, a plastic moisture barrier and 4-inch gravel layer to protect a slab near the ground surface is optional for this site from a geotechnical standpoint.Applicable building codes may require these items. Interior Plumbing: A\\plumbing lines should be testing for leaks. Where plumbing lines enterthrough the slab, positive breaks should be provided. Connections to mechanical equipment should be flexible. Any new fill placed beneath floor slabs should be a non-expansive, granular material compacted to at least 95% of the standard Proctor maximum dry density near the optimum moisture content. Subsurface Drainage It is recommended that below grade, finished or usable living space be protected from surface water infiltration with a perimeter drain system. The drainage system can be either an interior or exterior type. Details of typical drainage systems are presented in Appendix B. Surface Drainage 1. The following drainage precautions should be observed and maintained at all times during and after construction: 2. Excessive wetting of the foundation excavation and sub-floor soils should be avoided. 3. Exterior backfill should be placed as recommended herein. 4. The ground should be sloped away from the building. A minimum slope of 6 inches in the first 5 to 10 feet in landscaped areas (10%) and 3 inches in 10 feet in paved areas (3%) is recommended. 5. Roof down spouts should discharge well beyond foundation wall backfill zones. 6. Plastic membranes should not be placed adjacent to the foundation walls. A pervious textile should be used to control weed growth. 7. Any settling of foundation or foundation wall backfill should be re-graded to maintain the slopes noted above. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 9 Exterior Flatwork The subgrade soils should be scarified and compacted to at least 95% of the standard Proctor maximum dry density near the optimum moisture content in areas of driveway pavement or approach apron for a garage, if constructed. Proof-rolling of these areas is recommended. Soft and deflecting areas should be removed and replaced with properly compacted fill. Radon Radon may be a potential concern in Colorado. If a crawl space is constructed it should be well ventilated. If a gravel layer is placed beneath the floor slab it can be incorporated into a radon abatement system if this becomes necessary in the future. The local building department should be contacted for more information regarding radon issues in this area. Radon Prevention methods should conform to EPA Radon Mitigation Standards: EPA 402-R-93-078, October 1993 and revised April 1994. Mold Mold can develop in crawl spaces that become damp under certain conditions. If a crawlspace is constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control indoor moisture levels and should be sealed at the edges and seams. A professional hygienist should be contacted to address any potential mold concerns and mitigation methods. Referto A Brief Guide to Mold, Moisture and Your Home for additional information: EPA 402-I<-02-003, dated September 2010, for more information. Crawlspace Recommendations (if needed) A health and safety professional with experience in the design of crawlspaces can be consulted to provide recommendations to reduce moisture infiltration into crawlspaces. Such recommendations may include liningthe crawlspace with polyethylene plasticthat is sealed and mechanically attached tothe foundation. Plastic should not be attached to the foundation within 6 inches of untreated wood members of the framing or flooring. Also, plastic should not be attached to metal framing members such as column posts, but can be attached to concrete foundations supporting column posts. Limitations and Exclusions This study has been conducted in accordance with generally accepted geotechnical engineering practices using the degree and care and skill ordinarily exercised by members of the same profession currently practicing under the same or similar circumstances, and for use by the client for design purposes at the named site. Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-075 7-23-18 Page 10 The conclusions and recommendations presented in this report are based on the data obtained from the exploratory boring(s) drilled at the approximate location presented on Figure 1, and the proposed construction. An additional discussion of the limitations of geotechnical engineering practices is presented in Appendix A. An environmental assessment (ESA Phase I or 11) of the site is outside our scope of work for this project. This report should also not be considered as an indication of the absence of or as an evaluation of any potential environmental, geologic or mining hazards for the subject site. If during construction, fill, soil or water conditions appear to be different than that presented in this report, CG should be contacted to reevaluate the recommendations presented herein as necessary. A representative of our office must observe foundation excavations, pier installation, backfill operations, and foundation bearing strata, as applicable, in order to confirm the recommendations of this report. If you have any questions regarding this report, please contact our office. Cushman Geoscience LLC Prepared by:Reviewed by: M,dP-46434 z j M 112:· 07.23.2018 /09 David A. Cushman, P.G., CPG Engineering Geologist Scott Barton, P.E. Project Engineer Attachments - Figures 1.0 through 3.9 Appendix A - Important Information about This Report Appendix B - Foundation Drain Details Distribution:digitally stamped PDF via email to addressee, printed copies mailed upon request References Foundations and Earth Structures,Naval Facilities Engineering Command Design Manuals 7.01 and 7.02, 09-01-1986 Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations, Colorado Association of Geotechnical Engineers, 1996. CAV/YMA/EMC/DAC/SDB Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 B-1 I. NOTES: 1) Not to Scale 2) 0 Indicates location of exploratory test boring. 3300 Ames St PROJECT NO.18-075 CUSHMAN GEOSCIENCE SITE PLAN FIGURE NO.1.0 Ret 4 34 ..a /51 :: clay f i 2sandmor113 4, - -4- 'U.....r- v .--t. 1 YKda 17 - 75:18,51>n. A.-1----_ .0,3.11-6i I 1 9I, uy . · 4,. ¥-1 - .r' -2 -2 . .- 1 4 --4 4 * -= #*-i t* 46 M.,AE*,1..cit . A - 1 1 . /1 1 90' .L 4- 5 .*tittiv,-,-4 --Th; 4- 4 21=2 --Ulef IN I _I- j. fk ,- ' --- ....V. j .1 ,., 5 735·4 1304 L /¢ 14 it Q1 af KEY LOESS (HOLOCENE AND PLEISTOCENE)-Yellowish-brown to light-grayish-brown sandy silt. Upper 2-4 feet (0.6-1.2 m) may contain appreciable amounts of clay and silty clay. Exhibits co- lumnar structure; slightly calcareous; slightly sticky when wet Generally less than 10 feet (3 m) thick, but may be as much as 20-25 feet (6-7.6 m) thick in northeastern part of quadrangle SITE LOCATION SOURCE Lindvall, R.M, 1979, Geologic map of the Arvada quadrangle, Adams, Denver, and Jefferson Counties, Colorado. U.S. Geological Survey, Geologic Quadrangle Map GQ-1453 3300 Ames St PROJECT NO.18-075 CUSHMAN GEOSCIENCE Geologic Map FIGURE NO.1.1 N fists. 4.1 +-5 B-3 21/12 MC=10.1 DD=111 50/7 0.03 26/12 21/12 MC=12.4 MC=11.9 DD=111 DD=106 5- -10 -0.24, i §[8350/6.5 50/6 414 MC=13.9 40 MC=18.3 USE MC=9.6 10- ..... DD=118 DD=111 DD=113 E - 150/3 0.8 +:: :2' 50/8 2150/515ti: 4 MC=21.2 :<%«C DD=106 15- -20 1.0 + Si:.:::>i|50/7 2 44: MC=19.5 39- O.31921350/6 3 -4 -02 +23,3 20-MC=18.0 MC=15.8 :i:i::i¢ DD=112 DD=106 DD=113 -25 25- 3 - 3-> -30 - 50/5 30- - 35 35 - LEGEND: CLAY, SILTY, SANDY TO VERY SANDY, SCATTERED GRAVEL, HARD, MOIST, BROWN GRAVEL, SILTY, CLAYEY, MOIST, BROWN FEI SANDSTONE/CLAYSTONE BEDROCK, INTERMIXED AND INTERLAYERED, VERY HARD, MOIST, BROWN, GRAY, OLIVE ¤ INDICATES A"MODIFIED CALIFORNIA" SAMPLER WAS DRIVEN 26/12 INDICATES THAT 26 BLOWS WITH A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A MODIFIED CALIFORNIA SAMPLER 12 INCHES INTO THE SUBSURFACE SOILS 4.1 +INDICATES AMOUNT OF VOLUME CHANGE (%) AND DIRECTION OF SAMPLE MOVEMENT ON WETTING 3 INDICATES DEPTH TO GROUNDWATER AND NUMBER OF DAYS AFTER DRILLING WAS OBSERVED 3 + INDICATES DEPTH AT WHICH BORING CAVED AND NUMBER OF DAYS AFTER DRILLING OBSERVED MC=INDICATES MOISTURE CONTENT (%) OF SAMPLE DD= INDICATES DRY DENSITY (pcf) OF SAMPLE -200=INDICATES AMOUNT OF MATERIAL PASSING NO. 200 SIEVE (%) NOTES: 1) 2) 3) THE BORINGS WERE DRILLED ON MAY 18, 2018 WITH 4-INCH DIAMETER, SOLID-STEM AUGER POWERED BY A CME-45 DRILLING RIG. THE LOCATIONS OF THE BORINGS WERE DETERMINED APPROXIMATELY IN THE FIELD BY TAPING OR PACING FROM FEATURES ON THE SITE PLAN AND SHOULD ONLY BE CONSIDERED ACCURATE TO THE DEGREE IMPLIED BY THE METHOD USED. CHANGES BETWEEN MATERIAL TYPES ARE APPROXIMATE AND TRANSITIONS MAY BE GRADUAL. GROUNDWATER ELEVATIONS MAY VARY SEASONALLY AND FROM YEAR TO YEAR DEPENDING ON CLIMATE AND OTHER FACTORS. CUSHMAN GEOSCIENCE 3300 Ames St PROJECT NO.18-075 BORING LOGS, LEGEND & NOTES FIGURE NO.2.0 B-2-0 0- m -8.0 100 10000 Vertical Pressure (PSF) Sample Description:Clay, silty, sandy Boring No.B-1 Moisture Content (%)12.4 Depth (ft)4 Dry Density (pcf)111 Swell (%)4.1 Swell Pressure (psf)10,300 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 1.0 2 2.0 3 3.0 4.0 - 5.0 I 6.0 E 7.0 - 0.0 -1.0 - -2.0 i -3.0 z -4.0 3 -5.0 3 -6.0 2 -7.0 1 -8.0 100 10000 Vertical Pressure (PSF) Sample Description:Sandstone Boring No.B-1 Moisture Content (%)13.9 Depth (ft)9 Dry Density (pcf)118 Swell (%)-0.2 Swell Pressure (psf)N/A 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.1 6.0 5.0 4.0 3.0 2.0 1.0 0.0 -1.0 - -2.0 - -3.0 i -4.0 3 -5.0 - -6.0 - -7.0 -- -8,0 z 100 10000 Vertical Pressure (PSF) Sample Description:Claystone Boring No.B-1 Moisture Content (%)19.5 Depth (ft) 19 Dry Density (pcf)112 Swell (%)1.0 Swell Pressure (psf)3,200 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.2 6.0 5.0 4.0 3.0 2.0 1.0 0.0 -1.0 -2.0 3 -3.0 -4.0 -5.0 - -6.0 - 100 10000 Vertical Pressure (PSF) Sample Description:Clay, v. sandy, silty Boring No.B-2 Moisture Content (%)10.1 Depth (ft)4 Dry Density (pcf)111 Swell (%)2.4 Swell Pressure (psf)4,700 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.3 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 ¢ -1.0 -2.0 -3.0 -4.0 -5.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description:Sandstone, claystone Boring No.B-2 Moisture Content (%)18.3 Depth (ft)9 Dry Density (pcf)111 Swell (%)0.3 Swell Pressure (psf)2,400 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.4 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description:Claystone, sandstone Boring No.B-2 Moisture Content (%)21.2 Depth (ft) 14 Dry Density (pcf)106 Swell (%)0.8 Swell Pressure (psf)4,700 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.5 8.0 7.0 6.0 j 5.0 - 4.Of 3.0 2.0 1 1.0 i 0.0 1.0 _ 2.0 - 3.0 4.0 3 5.0 - 0.0 -1.0 -2.0 -3.0 2 -4.0 -5.0 - -6.0 - 100 10000 Vertical Pressure (PSF) Sample Description:Claystone Boring No.B-2 Moisture Content (%)18.0 Depth (ft) 19 Dry Density (pcf)106 Swell (%)0.3 Swell Pressure (psf)1,400 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.6 8.0 7.0 - 6.0 - 5.0 4.0 3 3.0 - 2.0 1.0 I 0.0 -1.0 - -2.0 -3.0 2 -4.0 -5.0 f -6.0 100 10000 Vertical Pressure (PSF) Sample Description:Clay, silty, sl. sandy to v. sandy Boring No.B-3 Moisture Content (%)11.9 Depth (ft)4 Dry Density (pcf)106 Swell (%)1.8 Swell Pressure (psf)2,700 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.7 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 -1.0 f )-4 -2.0 -3.0 -4.0 -5.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description:Sandstone, claystone Boring No.B-3 Moisture Content (%)9.6 Depth (ft)9 Dry Density (pcf)113 Swell (%)0.0 Swell Pressure (psf)N/A 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.8 8.0 z 7.0 1 6.0 - 5.0 - 4.0 f 3.0 j 2.0 3 1.0 I 0.0 0- -1.0 -2.0 -3.0 -4.0 -5.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description:Sandstone, claystone Boring No.B-3 Moisture Content (%)15.8 Depth (ft) 19 Dry Density (pcf)113 Swell (%)-0.2 Swell Pressure (psf)N/A 3300 Ames St Project No.18-075 CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No.3.9 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 Appendix A Important Information about this Report The data collected by Cushman Geoscience LLC (CG) during this geotechnical exploration was used to provide geotechnical information and recommendations based on subsurface conditions for the site evaluated, the potential effects of those conditions on the proposed structure, and recommended foundation type for the proposed structure. The stratification lines shown on the boring log(s) are approximate and actual transitions between materials may be more gradual or more rapid than indicated on the boring log(s). Actual subsurface conditions encountered during construction may differ from the subsurface conditions presented herein. This uncertainty can not be eliminated due the variable nature of geologic conditions. Material characteristics and engineering properties of soil and bedrock may vary between samples and between borings. The actual material characteristics and engineering properties of the soil or bedrock may differ from interpretations based on sampled soil and bedrock. Quantitative conclusions prior to construction regarding the geotechnical performance of a structure are not possible due to the potential variability of subsurface conditions. Engineering judgment and experience are used to evaluate the most likely geotechnical performance of the structure and provide geotechnical recommendations for the structure. There are no guaranties or warranties implied or expressed. The owner and client must understand that uncertainties are associated with geotechnical engineering and must determine the level of risk they are willing to accept for the proposed construction. The level of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and additional laboratory testing, which would cost more money and take more time. To reduce the level of uncertainty, the report should only be used by the referenced client for the referenced project and the construction described in the report unless authorized in writing by CG. CG should be consulted to review changes to the proposed construction such as the nature, size, configuration, orientation, location or weight of proposed improvements. Additionally, the practice of geotechnical engineering is continually developing knowledge and experience, and it must be understood that recommendations are based on the state of the practice at the location and time the report was prepared. The report should not be used more than three years after issuance unless reviewed and revised if needed by CG. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, medium, high or very high based on the swell potential. The following table presents the relative classifications. Table No. 1 - Risk Categories Slab Performance Risk Representative Percent Swell Representative Percent Swell Category (500 psf Surcharge)(1000 psf Surcharge) Low 0 to< 3 0 to< 2 Moderate 3 to < 5 2 to<4 High 5 to<8 4 to<6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), December 1996 The slab performance generally associated with the slab performance risk categories are as follows: Appendix A Important Information about this Report Page 2 Low slab cracking, differential movement and heave Moderate slab cracking, differential movement and heave, partial framing void and furnace plenum closure High to Very High large slab cracking, differential movement and heave, closed framing void and furnace plenum Note: More or less damage can occur in any risk category due to the variable nature of soil and bedrock. It is important to note that measured swell or expansion is not the only criteria used in developing foundation and floor recommendations. Other factors considered in the development of foundation and floor recommendations are: a. Soil and bedrock variability, b. Stratigraphy, c. Groundwater depth during field activities and potential groundwater depth after construction, d. Surface water features and site drainage, e. Post construction landscaping and irrigation conditions, f. Construction details and proposed use, and g. Local experience. Landscaping of the site following construction and owner maintenance will greatly affect the performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of evaporation that occurs when a slab or building is constructed. Poor owner maintenance, such as ground surfaces sloping towards foundations or slabs and irrigated landscaping adjacent to buildings, will increase the potential for slab and foundation movement by increasing the potential for moisture content changes in the subsurface soils. The property owner or buyer, and anyone he or she plans to sell the house to, must understand the risks associated with construction in areas with expansive soils and must assume the responsibility for maintenance of the structure and the site. The owner and prospective purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a special publication (SP43) of the Colorado Geological Survey, which helps homebuyers and homeowner understand and take measures to reduce the potential for damage due to expansive soils. APPENDIX B FOUNDATION DRAIN DETAILS - FRAMED WALL»r-- -'.'.:'.. K GROUND FLOOR SUPPORT O FOUNDATION O v WALL BACKFILL V 7 (SEE REPORT FOR VM MINIMUM SLOPE M OF GROUND n + SURFACE) I . .I .. Ict'. - REINFORCING STEEL NOTE: FLOOR SUPPORT, FRAMING AND STEEL REINFORCING SHOULD BE DESIGNED BY OTHERS UNDERSLAB FILL (SEE REPORT FOR MOISTURE-CONDITIONING AND .....'.'.... - COMPACTION OR GRAVEL SUB-SLAB62#459%44<,434664 ./C,4.C<.4...1,<DRAIN RECOMMENDATIONS) ..::.'44.1:.t '.2....... ...4.,IC.{,1.4.'BASEMENT FLOOR SUPPORT (SEE REPORT FOR 6 FOOTING DESIGN, ,--REINFORCING AND , CONSTRUCTION '(SEE REPORT FOR BASEMENT FLOOR RECOMMENDATIONS) RECOMMENDATIONS) - , SLAB-ON-GRADE '1: 4,44....54 ..<C/,t<l,{<S, <I C.<C...€.C 4/. 1 <Cl .... d: e.1 .:.<:....4..C:4.'.... :...'C t''IC€/4....4......44 4¢'le' 44...4.,4,€.;1€1,€{.,>€,<>,>,>¢4,<}C>,>4<>4,¢,,>6> €<C.'C...</4/'. €. €,4. ·, <.,v, ., ·.'... ·...:: :.:: 4%2%42%44*:i: f *- t<.,C{.4..4. ¢...4 eli. i, e' 2 .-i¢¢.-4-4-.-I'·t ...' i ...:+s»»*Uttil>ftf52?15 127.AST 8 INCHES WIDE%(l/ff./.2-15+ .4 , . -f. :59 4,<-., .'viv..14.2.4435500%:fy*ft<ff*44930*«2532.11¢uoi*W _ G{40544&0 AND AT HIGH POINT 12 INCHES BELOW TOP OF'62*b'.A.'23:PL:,5456<2449*i..:0*g*©551:,t1123:11:,4 SLAB OR BOrrOM OF GRADE BEAM IF18*,LL·br·ht/9'1 'ty , 7 r 7 V 77 771¥¥1¥7 ¥>'1 STRUCTURAL FLOOR IS USED. TRENCH2/4-6/9':i/'·v·</t/<>6/%,-p·4964/%4.4/51·/%,7<1,'>151£5kj25] SHOULD SLOPE DOWNWARD 1/8 INCH ORL} TRENCH SHOULD NOT BE DUG yd59*9*,9:121*4574-,y>> BELOW AN IMAGINARY PLANE '...,y./..:Vity,2.- 42771*7497-NA£/MORE PER FOOT FROM HIGH POINT TO A SUMP < EXTENDING FROM THE BOT-TOM 4<44'i< 45¢4,<Wy'y,%·t.lk.,695 PIT OR OUTFALL.TRENCH SHOULD BE FILLED> OF THE FOOTING AT A 45° ANGLE 16» 92+CO>»·>·94711 WITH RELATIVELY CLEAN,GRAVEL WITH 100% < FROM THE VERTICAL.Ov<><y' -4 < 4<k·*r444.:>,<'.: IL/3 PASSING THE 1 1/2 INCH SIEVE, 10% OR LESS>f/i.4·954 -55··<.·17*5454>·445«5: PASSING THE NO. 4 SIEVE AND 3% OR LESS.EX¢*8*4:*St,465:CY,4110i279*Y',I51473*9 *»»2*> PASSING THE NO. 200 SIEVE. GRAVEL SHOULDjX*43549-219:00*.<wRA**#Mmby&A:.... i.: BE COVERED WITH NON-WOVEN GEOTEXTILER,24.05*t4431>40.447:::124*::27#+*AAIvw'vvj/K22·6 FABRIC OR ROOFING FELT. 7-ff.:19/ifflifi io.A . k y. A\• £ A,./. N./f-·/·4·473 /4%1>045<48(%4*410» 644»%%*tf5»44%»903*191%.0**r«.«9 16>Fiff:82-*.89Et, «»:Ut>3%92<*%>fy<48 PIPE SHOULD BE NOMINAL 4-INCH DIAMETER0:.t1 12/lf+Pti-1 1%,Lity·?4727\*41 itt?irir - AND CONSIST OF PERFORATED SCHEDULE 407 5.5...*<:22*.5 -·3·594.7 44>4 4,044< OR FLEXIBLE DRAIN TILE. tathgyyyvv,A 592/641 NOT TO SCALE 00424%49*4+ GRAVELS SHOULD BE LINED WITH iF-'E49%29>62.9621&9:Sliv):ter:334236%152;kiFEr:F.EEL... V../ 1 1 / 00 NON-WOVEN GEOTEXTILE FABRIC.7>51>ti>-54,9 ,&:547/32116&,452fr"'-4'1<1I1,4fvr<i.rS236CY246;513C! p,ff. '1 v OIC;34«t<>9494.%%1 ,'Vttth#t't./..4151:·0444'44'tyx¢put>Ot+45,240:,34 '4'.:'.4104·594:*f..:.:Lj%24 2.7.,' . 929-2,3.th·A446?40?44 1.0 <xgt.Ot.i'.54<>6450*251' 263/71.'*w.12/.'rf> y.i<y /y v 4 ·: v k > yA y/yy ny y: 9%>2'144+6349417/tttlft /./14.7/7-f/34+Ff-ifi-fliltriv·ff-/7 17211 If .,495242440>24«6942>*·41«24:3>%>232522%49«>93 .,i Aly,99% 729 :y I y y I '.. I +4(UY,14'N Cushman Geoscience INTERIOR DRAIN DETAIL - FOOTING FOUNDATION Figure No. Ftg. Int. - FRAMED WALL r Ati -/7 2 J ¢ ..22:22:I I I GROUND FLOOR SUPPOR-r -r €IC.,4,<<C<.Ill''C .:.C.56: C.; c:4.2:44.: 4,5:4-223:4.5Sk,5: /5 \- REINFORCING STEEL C.. .......'ll'.C''I•I...¢<C.'lle ....'....,4.i..FOUNDATION :......:...... ' OX« (SEE REPORT FOR ',..<<.,t''I'. NOTE: FLOOR SUPPORT, ,.<, . ::2:::<« MINIMUM SLOPE :6. ............FRAMING AND STEEL ...¢.2.. {...........5 4 SURFACE) €€2<44. REINFORCING SHOULD 4.C<.¢.C.¢....¢,€44:,4:.€BE DESIGNED BY OTHERS ... ' ... 4. I ... ... . ....4.' 4. ,/f '14.44. C./4 4 C./ f'<...,1,< C e ' 1 < € ... '.. € I. €.'...C C.'.6.'.'...C.'.......4 '.'.... €'/''I l.< ./·I ./ '<{I<''I.'.•Ill ./ '1€.C•.I. .<.Iic...i€¢.Ie..<€Ii...'c€ ... ..... ,<I€'IC.<¢¢ .<< C. 4,4' 4/.1 .C./.4,€ ' ./. t€'IC'I¢''.C. M... ' '.. I. '.IC. 4....r.l€.Itte'l,<IC.¢4/t/<lt¢ C ¢2,2,2,<,5<2,<>f:,:,2,2,/,2,2,2,2,;f:'£><'OM (SEE REPORT FOR ; ./.{,le :,I 22.,0 FOOTING DESIGN, , C..t....€42¢ 6.:5::'27:.222:22::::T'-€'e>€ .i¢€c REIFORCING AND <.'<C....It....<<' AVAVA',>AL'A'AVAVAV,7 RECOMMENDATIONS) , BASEMENT FLOOR SUPPORT :2/::2::2::7::2*::::22:.'.."(SEE REPORT FOR BASEMENT .C<.4,4. FLOOR RECOMMENDATIONS) K TRENCHES SHOULD BE LINED WITH 10-MIL 1 PLASTIC SHEATING THAT IS --4 3 MECHANICALLY ATTACHED TO THE SLAB-ON-GRADE O FOUNDATION WALL AFTER 27.....Ji:272'.222:22222,>2 2 WATERPROOFING IS APPLIED.1 FOOTING 1 341954%4392 *'1'12'1'*UI%3*«*94*311,5, 5 ./.4.1.415%3>10.10,'797/r*49*>4>t/ff«-/4 9#2#Yvi*.**>454 '7.6NDERSLAB FILL (SEE /:9' REPORTici MOISTURE- jCONDITIONING AND 2, COMPACTION OR GRAVEL y TRENCH SHOULD BE AT LEAST 8 11:91<40' ¤-A'.0 £67.< itr -6 .c A* i i t £ / 6,· i . 2 SUB-SLAB DRAIN ' C INCHES WIDE AND AT HIGH POINT 12 4\27t INCHES BELOW TOP OF SLAB OR »44· ¢ BOTTOM OF GRADE BEAM IF ...0 i STRUCTURAL FLOOR IS USED.Atic TRENCH SHOULD SLOPE DOWNWARD rter'O 1/8 INCH OR MORE PER FOOT FROM r ¢ HIGH POINT TO A SUMP PIT OR .. > OUTFALL.TRENCH SHOULD BE FILLED 5 WITH RELATIVELY CLEAN,GRAVEL Y : WITH 100% PASSING THE 1 1/2 INCH r < SIEVE, 10% ORLESS PASSING THE NO. 2 4 SIEVE AND 3% OR LESS PASSING »25 THE NO. 200 SIEVE. GRAVEL SHOULD 4«g y BE COVERED WITH NON-WOVEN ittz ¢ GEOTEXTILE FABRIC OR ROOFING :0./YA¢ FELT.A, 4/V'·¢i k:-bil ¢««4.956500*46MODODOX©4..4.- , >73 PIPE SHOULD BE NOMINAL 4-INCH64% DIAMETER AND CONSIST OF 117 6,PERFORATED SCHEDULE 40 OR 99: FLEXIBLE DRAIN TILE. 17%*444<444440«4{52*«442 1 79\ >...=i €:1':.11 222222*:2222,5,4654:25: 21€ P»At ·*42*7432.:3:333-:.>44 RECOMMENDATIONS)'02(Yvvy,744:vvy+,vy)997 I :,\ 4/8/. 46..410. A -<Alf/f?5<.f-t.4/AA//+ATRENCH SHOULD NOT BE DUG R<*4880*AR& BELOW AN IMAGINARY PLANE. tuoy»1 gy;*-4 j 44997* EXTENDING FROM THE BOTTOM 7 I :5»60,5 OF THE FOOTING AT A 45° ANGLE '¢7<4,4>hu»44 FROM THE VERTICAL./5.'/<5: -/yfo.5/1>»56»3«92rf€1*339*»,AY /'rV·V·>t vy ··,··, ··, ./ 'r - 49 ··1. VV" f y->, V.<,<·--·,3 r,trz ·k'>27 -7'92IXA 2 *2**29*%*ti»*MA*84244,4.6.Ar,u#:.-:ft .2.49¢8»94»0>192<fiR'-«04©7 Y#61*yft/fy/:**lili '19 .7 7 · ,¥ 'yA \9949>zz,>*44»4*/f·\<4'4f14.A.4 ht:6 :f ;..9:I-... A·»«k,fti>42''Ctifi 172 f i 2.(89621e6Ejif i 52*Iri.,2.£*,4 <35%3%14%2433%**47 27/'994't?339:51:Va444402%44«%«444*»t«««4 Vtz7.: 7 y . 'Al......kil.j42%44»2« NOT TO SCALE y y y y>. 7 . '/AA Cushman Geoscience EXTERIOR DRAIN DETAIL - FOOTING FOUNDATION Figure No. Ftg. 1 l APPENDIX B FOUNDATION DRAIN DETAILS - FRAMED WALL I GROUND FLOOR SUPPORT-t :<cle r C¢¢...'.C¢ c.'ll,<,lic..... -REINFORCING STEEL t...¢.<It. 4, FOUNDATION O 7 WALL BACKFILL >2 7 (SEE REPORT FOR 7 M MINIMUM SLOPE [4 2. OF GROUND n SURFACE) I ./ NOTE: FLOOR SUPPORT, FRAMING AND STEEL REINFORCING SHOULD BE DESIGNED BY OTHERS C¢ 4 C.' ' e.<C C:'.':C:...<.C:.'2'1<1tl'.€. *24:1:4,4,4954' 44 4-€ UNDERSLAB FILL (SEE REPORT FOR MOISTURE-CONDITIONING AND- COMPACTION OR GRAVEL SUB-SLAB <.4...5,<.'....C DRAIN RECOMMENDATIONS) ,€.:,C..,/44 ...$€list .Itt , c.,<'ll<,I/'il.¢'. BASEMENT FLOOR SUPPORT 4/t C ./.It .......<.... pt : VOID FORM UNDER ' --. , GRADE BEAM (SEE :(SEE REPORT FOR BASEMENT FLOOR RECOMMENDATIONS) REPORT FOR 4. I 1-4 . RECOMMENDATIONS :. , > SLAB-ON-GRADE F,;:4934»80 »00*30341»marem*£i -· -4 Ihi ...At »5*R?Ze™,242%34 TRENCH SHOULD BE AT LEAST 8 INCHES WIDE AND AT. (SEE REPORT FORPIER DESIGN rmIZI , /.HIGH POINT 12 INCHES BELOW TOP OF SLAB OR BOTTOMev32934L REINFORCING AND Urtra /v94<74 GRADE BEAM IF STRUCTURAL FLOOR IS USED. ,= CONSTRUCTION ./ 444 «>41+0%42 TRENCH SHOULD SLOPE DOWNWARD 1/8 INCH OR MORE«44444»/«47 PER FOOT FROM HIGH POINT TO A SUMP PIT OR446. 402 X X..< A. AM. ..i „,. .t- ., 2 •1 14444444.42«442 OUTFALL.TRENCH SHOULD BE FILLED WITH RELATIVELY,311 2,2 4..2 1, ../o PASSING THE 1 1/2 INCH25... 44. P;It·44<1«23*»E CLEAN,GRAVEL WITH 100° 0./1/7 +46 Aj.+ A.449 V·- &YA(r.,*44*:C, SIEVE, 10% ORLESS PASSING THE NO. 4 SIEVE AND 3%, 1112-4{11,2-750,2.44 OR LESS PASSING THE NO. 200 SIEVE. GRAVEL SHOULD14%135»£ .,,61<4:vOK<274*4< BE COVERED WITH NON-WOVEN GEOTEXTILE FABRIC OR459>42«4n ::d.1:..PfB:495>i ROOFING FELT.. c r.,1.1.'9:- x'.I:A:. j .A/%/t'.1,11 44'9 0.6/9 4341'>U' pipE SHOULD BE NOMINAL 4-INCH DIAMETER 42>,844*3 AND CONSIST OF PERFORATED SCHEDULE >fAj-»49432 ,4/LW/4 40 OR FLEXIBLE DRAIN TILE. 7 *44%*«4.4 ki 443%49»22*mat<«134 )/":shitel.:Ii-t ./44-,1-+311%14*21%1151%15501%5ttknt*>»lx»:« ..9%42/222/·/4»/6407 71111917*,112-2%25*2* TRENCHES IN SILTY SANDS AND *22%2429*23*9/977/70>GRAVELS SHOULD BE LINED WITH /1194+1. 18&*22%%»S :·7414 :·/ fttry+,9-6/4 q*'-%-+++.& a„+bjir,#74 5£.Y.:.:'.:..f:.<1,t NON-WOVEN GEOTEXTILE FABRIC.'fvffly r./+HYVZ#tly 1.2.102-44«4«224<.34€itt«»«4*49*14 ty>%409»Xy»27%9/7/76»+7907+49"4'NA,Abbe»+777/7/727/7771Iff«2444«40460--7777.Uzzlizux/A NOT TO SCALE tor*34*X'731./4 /:.1.1,9.2,99·'92 t./ 012./,i·. 6./.i. 4.4,4 • j .44'h,t.,-tte,* ·.tyv -t-t,1*1*/10/..tv-AY/0/2*4: 446:6666:t 44.464644.94*954vy*yvv4§9>47yOfy*-6- 2 09/9'29.1 ¥-:A/,A./ Ak. 1 ..i %1:14.'.0 2:.7.*ft:22:51*2**<.,:u:..,4.><:F>«>i»«4944»6*22Xrd y„-, , Pr, h , -s >7 >19,17 ·>·4·'yyyt AA yl Cushman Geoscience INTERIOR DRAIN DETAIL - PIER FOUNDATION Figure No. Pier Int. - FRAMED WALL GROUND FLOOR SUPPORT ..:,lf::.:C:cc:¢,€:ci:.:€c:. I :44%<>t<':444,4 FOUNDATION l4:0> 51'U.>5,55,5:>,•:2., (SEE REPORT FOR X>X :,<'-;2,:,2,:,:,.2,:,e',>, MINIMUM SLOPE 144 5:US::< :..14 V. OF GROUND €5.. O SURFACE) <...... €€€<€44€.C:<ce .... t</5€,4..,<4€i :::< .... €>C><,€,€,C€ <1:<I'l' 4.' 4 ./.< .........€. ./·: . ....44¢'€/4..'Ill.' ./ct<...i.€.i€.le...elle.,le... '<4'¢':............57: 2222.'222:224'22 221:22:222::4 <,c. IC..... t./44<./.<..'.<4.,4 56/,W:#b::::::.<4/4 :tic:i::::::::::. '4..C.... 4::22:. 44¢,4,/Ccl '<4'......' 44. t,<. ... . It ..4 ... . 2:22*22:1:2:::::214 ..."I .....C:':e:.:c:':€:4:,>:':4:4:':c:e:¢:':c VOID FORM UN GRADE BEAM ( .e...'.'....ce.'./.REPORT FO :€I<:555 -€.il·I:::: < <.•€1:.<< 4,44€:C':1:4':4 <4 ':.....lili... 2 TRENCH SHOULD BE AT LEAST 8 INCHES 7->ij; WIDE AND AT HIGH POINT 12 INCHES >F 2 BELOW TOP OF SLAB OR BOTTOM 01 { GRADE BEAM IF STRUCTURAL FLOOR IS /44 2 USED. TRENCH SHOULD SLOPE § DOWNWARD 1/8 INCH OR MORE PER *2 2 FOOT FROM HIGH POINT TO A SUMP PIT 24 > OR OUTFALL.TRENCH SHOULD BE FILLED+* WITH RELATIVELY CLEAN,GRAVEL WITH 24v 100% PASSING THE 1 1/2 INCH SIEVE, 9->· € 10% ORLESS PASSING THE NO. 4 SIEVE 44 . AND 3% OR LESS PASSING THE NO. 200 -*· € SIEVE. GRAVEL SHOULD BE COVERED .5.4 3> WITH NON-WOVEN GEOTEXTILE FABRIC j>*g OR ROOFING FELT..44 A «=9 24%99;tittitititit**94*90,4 0.-4.'· *LAPS*1.43>50>0¢@4¢ELJ91)5,14 1/ :F,ki-/ff/ff 11 16 17 ft-lv f :- 2 T7777 L.>-412 PIPE SHOULD BE NOMINAL 4-INCH DIAMETE 44 AND CONSIST OF PERFORATED SCHEDULE 99 40 OR FLEXIBLE DRAIN TILE. 3?'7.i:..:... < 7.: Iy >-·y >-/>6·1>42499·-7.·->,·>12.';·92>22 192% TRENCHES SHOULD BE LINED WITH 10-M940PLASTIC SHEATING THAT IS MECHANICAI ATTACHED TO THE FOUNDATION WALL A 654% WATERPROOFING IS APPLIED. ftff.0 Y 9 Y-, 7 ·, 2 -4 4 4 '9 9 9 8 7 ·, Y Y he Y -9 7 y / fy 7. 041 NOT TO SCALE 1/Vy'·/vy 3979-7-·/·++AV ./.Ar·+·,6,h·t'·tv-t'.r:kt:y-t·6 +6'ttit*tt*544«tt*f:.2.'6:53*221kt\/.tt 't +K#1·,t-fl)·ilitlt%40%-1·LAN·-1-·141·+ .:> i........... 4.: ,<44.4.¢,€ AYMPA:V: 4/4./4.<I. :444:':€:<42':':€:r :4{,4,4%% <,44,5, <<4,4,4.¢.€ 44<¢4·1<<¢€€ '44.4<41<. €....<4/'I, le./.C<<C€ SEE >: 5%:>' 2 ?2 i Z f : 32 FIFEF: Fl*U'' -D===-==C ,(lit.:3:72»321 9*22%22224 23. 4144444#1 / 4,09«,hly +0-/val,41./>.442-924»104+0+A.644+A5>2544+51*9 «>,r y,/$64 ' 2 «751.*·/91 9/v-yil4.-/4 04../-4999"14'M 9747€1 7>7 IL LY FTER %:*82852-$*'1£'.' ':: ·t I't·+949-? /·24 93 .<47772/777,",A/h/1/ Y .' e y V I4*06/·66/0. -7/0042</2 45*21 »'<4·So - REINFORCING STEEL NOTE: FLOOR SUPPORT, FRAMING AND STEEL REINFORCING SHOULD BE DESIGNED BY OTHERS BASEMENT FLOOR SUPPORT 1 (SEE REPORT FOR BASEMENT FLOOR RECOMMENDATIONS) SLAB-ON-GRADE <I:'.<C/<IC.<Cl€<.:Ille. >>' BASE OF EXCAVATION Hifft'rk r . :#+P·N-N-4111*·€2<y- UNDERSLAB FILL (SEE )3554«- REPORT FOR MOISTURE- v<,v 97*CONDITIONING AND *3 COMPACTION OR GRAVEL 940>»2 SUB-SLAB DRAIN 4.4Es:gr RECOMMENDATIONS) 91Ivy» AL/<'9'yh-9'7'«'7»7'79' 777-07>« 44'fi#24 44./.¥.1.2.t..r'.44¥.954-0·447 /.,A ,\1·th·N·t·++66(·4.6./ryb--444·.0·+Aty/-4 +44·/.te·79./.flf/J·#\"47.f I 1 yrff'-17 7 -1 79 * f, 47·77+4 i *-. Afff*99(44:W*f064«49//27 4 LitifLB:::263-'8'k:I.4 3«·:52449.+23?.%..69>10'44'79#,4,»41»ft«%34754,6.4120:62,4*4(*44·410»»%*2*20»fl««<4141-Ar/·rt·44.nt-//., 9:£7;.tA94«44*2% 34*45 24*44%*94 22:5:P '/V·/7-0'/-2\7 (SEE REPORT FOR /09</.-44/4 /4 PIER DESIGN,.:*:Il:Il/+64< REIFORCING AND 7//7977'19 CONSTRUCTION 7»979'2y.: RECOMMENDATIONS) -<24¢€. yry' 7*yyy'yyyxy> 7/4/0//©Afittjit43*93*333221 tr+17$/4114-i·tt-,/·.tititi,/+Nk I K A A Cushman Geoscience EXTERIOR DRAIN DETAIL - PIER FOUNDATION W -9 T 0J .. TER M-St#Mittal FEAS UBD ASION A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO OWNERS CERTIFICATE 1, JAY FEASTER, BEING THE OWNER OF REAL PROPERTY CONTAINING 0.43 ACRES DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LOTS 10 AND 11, TOGETHER WITH THE WEST +OF THE VACATED ALLEY ADJOINING SAID LOTS, A RESUBDIVISION OF BLOCK 5 OF COLUMBIA HEIGHTS, COUNTY OF JEFFERSON, STATE OF COLORADO THE EAST +OF THE VACATED ALLEY ADJOINING LOTS 12 AND 13, A SUBDIVISION OF BLOCK 5 COLUMBIA HEIGHTS, AS VACATED BY INSTRUMENT RECORDED JULY 1ST 1957 IN BOOK 1068 PAGE 60, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO OWNERSHIP CERTIFICATE: KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE OWNERS OF THOSE LANDS DESCRIBED HEREON, HAVE LAID OUT THE SAME INTO A PARCEL AND EASEMENTS AS SHOWN HEREON. OWNER: JAY FEASTER STATE OF COLORADO ) )SS. COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ,2018, BY JAY FEASTER WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES NOTARY PUBLIC CLERK AND RECORDER'S CERTIFICATE: Accepted for Recording in the office of the County Clerk and Recorder of Jefferson County at Golden, Cololrado, this _ day of 20_1 Jefferson County Clerk and Recorder By: Deputy Clerk CITY CERTIFICATION Approved this- day of 20_. by the city of Wheat Ridge. 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 of real property denoted on this plat as being dedicated to the city for public purposes. Joyce Jay, Mayor Attest: Janelle Shaver, City Clerk DATE Director of Community Development Director of Public Works SI TE VIC INI I Y MAP N NOTES:--1 1) Land Title Guarantee Company, commitment number 2018015995, dated February 21, 2018 at 11:31 a.m., and commitment number 2017128171, dated December 14, 2017 at 1:14 p.m., was entirely relied upon for recorded information regarding rights-of-way, easements and encumbrances in the preparation of this survey. The property shown and described hereon isallof the property described in said title commitments. 2.) Basis of Bearing = 589°41'28"W, Bearings shown on accompanying plat are based on the East line of the Nonhwest 1/4 Sec. 25, T3S, R69W of the 6th P.M as monumented and shown hereon. 3.) This survey does not constitute a title search by Straightline Surveying to determine title or easements of record. Research for this survey was done in accordance with C.R.S 38-51-106 and the Rules of Procedure and Board Policy Statements of the State Board o Licensure for Architects, Professional Engineers and Professional land Surveyors, specilically those Board Rules and Policies relating to depiction of easements and right of ways on subdivision plats. 4.) All underground utilities shown hereon are approximated as located by field survey from existing surface evidence. Other underground utility lines and service lines may exist for which there is no evidence and this survey should not be relied upon for construction without contacting the appropriate agencies or authorities. 5.) Any person who knowingly removes, alters or defaces any Public Land Monument or Land Boundary Monument or accessory commits a class two (2) misdemeanor pursuant to State Statute 18-4-508, ofthe Colorado Revised Statute. 6.) Distances on this Site Adjustment Dedication Plat are expressed in U.S. Survey Foot and decimals thereof.AU.S.Sun/ey Footis defined as exactly 1200/3937 meters. 7.) Only prints of this survey marked with an original seal and signature by the surveyor shall be considered true, valid copies. 8.) 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, shall any legal action based upon any defect in this sulvey be commenced more than ten years from the date of the certification shown hereon. 9.) All field work was performed by Thomas C. Miller and Brian J. Miller, with a Trimble R8s VRS system and Trimble 5600 robotic instrument on April 25. 2018 . 10.) 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. Su,vey Feet according to the National Institute of Standards and Technology. 11.) The purpose of this Platis to show lots 1 and 2, Feaster Subdivision as shown hereon, to remove existing lots 10 and 11, a Resubdivision of Block 5 Columbia Heights as shown hereon. STATEMENT OF ACCURACY The geodetic point coordinate data shown herein has been derived from the NAD83 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). PLANNING COMMISION CERTIFICATION: Recommended for approvalthis -day of ,20__. By the Wheat Ridge planning Commission. Chairperson LEGAL DESCRIPTION Lots 10 and 11, together with the West *of the vacated alley adjoining said lots, A Resubdivision of Block 5 of Columbia Heights, County of Jefferson, State of Colorado TheEast *of the vacated alley adjoining Lots 12 and 13, A Subdivision of Block 5 Columbia Heights, as Vacated by instrument recorded July 1st 1957 in Book 1068 Page 60, County of Jefferson, State of Colorado HOLDER OF DEED OF TRUST: KNOW ALL MEN BY THESE PRESENTS that, the undersigned, being the Holder of Deed of Trust of those lands described hereon, have laid out the same into a parcel and easements, as shown hereon. FEASTER REALITY Name:Title: Name:Title: STATE OF COLORADO ) )SS. COUNTYOF JEFFERSON ) THE FOREGOING INSTRUMENTWASACKNOWLEDGED BEFORE ME THIS DAY OF ,2018, BY , AS AND , AS of FEASTER REALITY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES NOTARY PUBLIC TITLE COMPANY CERTIFICATE: 1, , as authorized agent of the undersigned tile company, do hereby certify that I have examined the title of lands herein dedicated and shown upon the within plat as public lands, public ways and easements, and the title of such lands is in the dedicator(s), free and clear of all liens and encumbrances, except as shown in Title Commitment No. . issued bv Title Company, with an effedive dateof as authorized agent of Title Company SURVEYOR'S CERTIFICATE: 1, Michael D. Miller, a Professional Land Surveyor licensed to practice land surveying in the State of Colorado, do hereby certifv that the survey of Sec 25, ™ R69W was made by me or directly under my supervision on or aboill;MBWE of April, 2018, and that the survey is based upon my knowledge, infoeen prepared in accordance with applicable standards of p.fgmej#Tjais ,)0&8FKRWor warranty, either expressed or implied,and the acco*minEKBIBatcuratd1140kbroaMkshows said Site Adjustment Dedication' CF.•t€L D. 4;®•.' 70,0 8 %4}' 1•44< 1PI*'38111 4 11 ;W# 2 € BColorado Lai{/WN#11.......... 4,657462'WL LA*041License Number 3Vk69 ACCEPTANCE CERTIFICATE: The foregoing plat is approved for filing by the County of Jefferson, State of Colorado, this - day of 20_. Director of Planning and Zoning Division Straightline Surveying & Engineering Inc. SURVEYING ENGINEERING CONBrHUCTION MANAGEMINT 314 WILCOX STREET, Sum 202 PH (303) 551-2321 CASTLE ROCK. CO 80104 FAX (308) 780-7844 FEASTER SUBDIVISION 3300 AMES STREET - "a WHEAT RIDGE, COLORADO. ./" 1.a FEAST SL #1 S IONI A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 91 22 11 14FND RPC 5PK LIMITED LLC.[5.16115 3330 AME5 STREET N: 1703591.G9 E: 3125423.11i 7 SCHEDULE NO. 300500205 ELEV: 5462.% 2 21 Se 45' 25'W L' x 5462.03 151.00' ND RPC LS. IGI !5 13N: 1703591.23691943922-E: 3125280.231 LOT 1 Bo' ---ELEV: 54G2.83 :A LLC.3 20 ----30 -h FEASTER SUBDIVISION , 15 SHERIDAN BLVD RE5UBDIV151ON BLOCK 5 COLUMBIA MEIGHTS MEDULE NO. 300022604N LU 1? 4 19 1 WHEAT RIDGE CONTROL POINT: PMAC N: 1701258.75 E: 3118217.58 5 18 ELEV: 547 1.62LAT, 39'45'28.83'N LONGi 105'04'46.27'W W b A g u 124.25'62.13'92'*2 A.411 111 --11.4 El T 2 <| 1 L 3300 AMES 5TREET VAC*kfIOT- S89' 45' 25'W 151.00' L FEASTER SUBDIVISION A /1 10 UTILITY EASEMENT -rC. NO. 685909 4 G88252 I m M 12 .VACATED ALLEY )OK 1068 PAGE GO 4 17 WATER VALVE 16 t RESUBDIVIBION BLOCK 5 COLUMBIA MEIGMTS 6 FND RPC ILL. N: 1703466.97 E: 3125280.93 ELEV: 5465.88 N89*7 h I ' Phi 6 a 111 11 Ik 111 W '5466.10 1£,3.72 1/ 8 15 9 45' 25'E 151.00' CONCRF]1= DIWEWAL.k I 54&4.87 x54G5.89 FND 2•AC. 1.5.35595|| |* N: 17034G7.59 E: 3125423.82 ELEV: 5466.20 v 5· x5465 UD . :i' '41'ES13° 40' t 708.70 SANITARY SPK LIMITED L 3330 Avf:5 5 SCHeDULE NC -0:i*50 f:a!23200.231 aN. MG2.83 10 to. 15 3 --:*LE,rayf------3300 IMCS STRrm 37. 11 rNo RPCC. I.*. 'TRECT ).300500205 2.12....11 U. 54162.9, L--b LOT 1 LOT 2 1 14 ------- 13 ISA 1 L C . 33 1 5 SMEROAN /2/ 5CMEDULE NO. 300022604 -------- 12 U UND 3 1/4" A.C. IN RANGE BOX STAMPED T35, RGeW, 4 SEC 25, 1 997 1 N: 17027€4.74 E: 3122953.83 ELEV:5455.08 - LAT' 39*45'43,49'NLONG 105*03'45,55'7 1 S89° 41' 28'W 2645,72 5/V MAI33RD AVENUE (60' ROW) JL -ri 1 vER -FND 3 1/4" A.C. YHOLE IN RANGE BOX 5TAMPED COLO. DEPT. OF TRANSPORTATION 9+96.2537,2001, PLS.NO. 29421 N: 1702779.01 E: 3125599.51 - Elf\/: 5467.11 LAT: 39°45'43.51'N LONG 105°03'11,68'W 22 [Decu E, 3,25280.93 »322430.74A VI S89• 41' 28'V 2645.72 ' 33RD AVENUE (GO ROW) 20'0 20'40. S13· 40' 41•E .1 L700.70 -1 r Straightline Surveying & Engineering Inc. LIA-SURVEYING ENGINEERING CONSTRUCMON MANAGEMENT 314 WILCOX STREET, SUITE 202 PH (303) 661-2321 40'CASTLE ROCK, CO 80104 FAX (803) 790-78440 40' 80' FEASTER SUBDIVISION Scale r -40' 3300 AMES STREET ..1.WHEAT RIDGE, COLORADO. A ? BOUNDARY AND TOPOGRAPHIC SURVEY A PORTION OF THE NE 1/4 OF SECTION 25, T. 3 S., R. 69 W., 6TH P.M. LOTS 10 AND 11, TOGETHER WITH THE WEST 1/2 OF THE VACATED ALLEY ADJOINING SAID LOTS, A RESUBDIVISION OF BLOCK FIVE COLUMBIA HEIGHTS, PLAT BOOK 6 PAGE 44 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 62,·:2'Ey· Lal·' C:·1(4, 1 1-+ 1, I Lot:e Rhodo 4 t'NG 2 2a 43 W 44* hAve V. C w., / Nj'. W ZI Et AVe 2 h J 2 13 Exee,P' 3 LUMP'SA C..re, Road 2 4287) 6ERKE:Ef W 44tr A·e w 41# A¥ W 33.r Ave E SITE W rthAve W Z=th 41 2 W Mt h Ate0 _ ....Sheridan Blvd Winona Cl 11*Igh 51 Brvant St I.kic, St E 3 0 u CHISELED »O'·1 ./ 7 - SITE BENCH EL=L $2 f/ 5463.33 LAKES{DE W 3291 Ave W 32nd Ave . 'g·er.'16=044'D W 32:'d AVE V.' 327 1 W let M A-,· e C67:33V:hae- It AVE W- 23th A.ve " W 29< 49 iN h L -P) t % -1faW 2 1· 4,4 W ZE: hAve a W 2Gth A,ve 89'53'34*(M) REC NO. 1391859E FOUND REBAR AND RED PLAnC CAP TO -/ 89'55'55*0) SLO:.4 N LAKE ....*Et PHAC 3 N54'4119"W A DISTANCE OF ./- *542!1%We.f .5Di k * / ....C....,4 ./.8777.50' (MODIFIED STATE PLANE ) -//. 2 X X X 13 1 =12m - 1 , r 20, A,• EE: A'RE W ""' ·' LOT 9 MOUNTAIN VIEW APARTMENTS Aill 'LOT 14 3330 AMES ST /11 114 1 N89'48'17"E(M) 135'(R) 143.18'<\ 10*11 90'04'05»(R) 89'59'42"(M) 1.5' -11 1•0- · I .i-- 21'REC NO. 1391869 \ 1 1 1 2 3 "- 1 / LOT 13SURVEYED BOUNDARY - - -10*EASEMENT OUTUNE 1\{ 1 :1/ - - RECORD LOT LINE RETAINING WALL . WOOD PL .f IllO - CHAIN UNK FENCE --J.JCJ LANDSCAPE OUTLINE SHADED AREA: EAST HALF OF THE VACATEDLOT 10 X WOOD FENCE - - -OVERHANG ALLEY ADJOINING LOTS 12 AND 13 PRCPERTY AREA(M)= 17,778 SQ. FT. OR 0.408 ACRE MORE OR LESS FOUND REBAR AND 1.25" RED PLASTIC CAP STAMPED ks 16116" (MADED NiANOT WAQUDED),18,771 SQ. FT. OR 0.431 ACRE, MORE FOUND REBAR AND 1.25" RED PLASTIC CAP OR LESS ONCLUDING SHADED AREA) 1*: FOUND #5 REBAR, UPGRADED WITH METAL CAP STAMPED "PLS 35595** (It) RECORD VALUE 9 UTILITY POLE 4 UGHT POLE (M) MEASURED VALUE %SANITARY SEWER MANHOLE 1* FIRE HYDRANT (C) CALCULA TED IMLUE Y WATER VALVE 73- SIGN POST 1/ N NQIES PREPARED FOR COLORADO llC SERVICES, A UMITED UABILITY COMPANY 11TLE COMMITMENT LEGAL DESCRIPTION: LOTS 10 AND 11, TOGETHER WITH THE WEST 1/2 OF THE VACATED ALLEY ADJOINING SAID LOTS, A RESUBDIVISION OF BLOCK 5 OF COLUMBIA HEIGHTS, COUNTY OF JEFFERSON, STATE OF COLORADO f RECORD nTLE INFORMAnON: THE INFORMAMON OF RECORD SHOWN HEREON IS PROVIDED BY EQUITY TITLE OF COLORADO. FILE NUMBER C000400027 TZ Cl, EFFECTIVE DATE NOVEMBER 3. 2017 AT 7:30 A.M.. DOCUMENTING 14 SCHEDULE B - SECTION 2 EXCEPTIONS. SURVEY FIELD DATE: JAN 17-19, 2018 BASIS OF ELEVATION: ELEVAMONS CONTAINED HEREIN ARE CORRECTED TO CITY OF WHEAT RIDGE PERMANENT HIGH ACCURACY CONTROL POINTS PHAC 1 AND PHAC 1 1 FT CONTOUR INTERVAL BASIS OF BEARINGS: BEARINGS CONTAINED HEREIN ARE BASED UPON THE SUBJECT PROPERTY SE CORNER FOUND REBAR TO PHAC 3, N54'35'24=W, A DISTANCE OF 8966.20' (MODIFIED STATE PLANE) SHOWN HEREON. PHAC 1: 39*45'28.83495*14 105'04'46.27094"W 1701258.75 3118217.58 5471.62' PHAC 3: 3946'41.99172*N 105*04'47.12949"W 1708660.87 3118116.29 5388.09' PHAC 1 TO PHAC 3: WO'47'02*W A DISTANCE OF 7404.68' (MODIFIED STATE PLANE). FLOOD CERTIFICATE SURECT PROPERTY FEMA FlOOD ZONE DESIGNATION IS ZONE X. PANEL 08001C0600H HORIZONTAL UNITS: PER COLORADO REVISED STATUTES SEC. 38-51-106(0, ALL UNEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEEL ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTNUTE OF STANDARDS AND TECHNOLOGY. UNDERGROUND UNUMES: COLORADO ILC SERVICES MAKES NO REPRESENTAnON REGARDING THE UNDERGROUND UnUTIES OF ANY) SHOWN HEREON. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON ACTUAL FIELD LOCATES. STANDARD UnUTY NOTIFICATION PROTOCOL SHOULD BE USED PRIOR TO EXCAVATION. ACCORDING TO COLORADO REVISED STATUTES, SECTION 18-4-508, A CLASS 2 MISDEMEANOR IS COMMITTED BY ANY PERSON WHO KNOWINGLY REMOVES, ALTERS, OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, BOUNDARY MONUMENT, OR ACCESSORY THEREOF. 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 CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE: 4 LAWRENCE J. BUCAP, A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF COLORADO HEREBY STATE THAT A BOUNDARY AND TOPOGRAPHIC SURVEY OF THE AFOREDESCRIBED PROPERTY WAS MADE UNDER MY DIRECT SUPERVISION FOR AND BEHALF OF COLORADO llC SERVICES. 1 FURTHER STATE THAT THE ATTACHED DRAWINGS ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. VICINITY MAP 1 / 1:1 /3 1 1 1 1% 3I gum 1 1- -* 1 1 1 1 , 5*mio1 q= 1 1 I '- 3 1LEGEND p t. LOT 11 1 El L.U .* 1 74.26'(R) 124.32 go REG/4 ... 95 L 80 0....-9160 30.0'.il. SCAIED 304 SETBACK BOOK 6 PAGE 44, STOPS 30' FROM SOUTH UNE (APT BUILDING TO NORTH 30' SETBACK) WV M Xy'+YO AMES ST 90*3'51»(M) 90'04'05"(R) 60' ROW REC NO. 1391869 4\135'(R) 142.94' S89'45'42"W® E E t 30 SIDEWALK AND 1 GUlTER 33RD AVE J -1 LOT 12 1 $ --1 LI--2,11 -'- 2 & '.EASI 1/2 i ALLEY g- 8.0} --1 i 4 1 DUMPSTERf./35.2' 1/2 al i 8935'550(R) 90'2'53(M) REC NO. 1391867 VACATED ;AUEY, REC NO. 585909, 48825Z10' Ull-Y EASE 1 l 2 4 -1 M E E E E // crl) BASIS OF BEARINGS - FOUND REBAR TO PHAC 3 6 N54'35'24"W, A DISTANCE OF 8966.20'W (MODIFIED STATE PLANE) 1 1 1 1%%3 N Ittl OU MUW I 9 8 7 6 5 7/r LAWRENCE J. BUCAR P.L.S. NO. 35595 CLERK AND RECORDER'S CERTIFICATE ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY 3300 AMES ST 4 A PORTION OF THE NE 1/4 OF SECTION 25, T. 3 S., R. 69 W., 6TH P.M. COUNTY OF JEFFERSON, STATE OF COLORADO 3 10' 0 10'20'AT GOLDEN, COLORADO THIS DAY OF ,2018.Tltle,BOUNDARY AND TOPOGRAPHIC SURVEY 2 Designed Byi PO BOX 181551 Sheet 1 of 1 BY:8* 1 DENVER, CO 802181"= 10'JEFERSON COUNTY CLERK AND RECORDER DEPUTY CLERK Drawn By, LJB (303) 668 7540 Date, Jan 24,2018 NO.Revision Date By Checked By, JBR O\Civil 30 Projects\3300 Ames\clwg\3300AMes,clwg 3:\Civil 33 Drojects\3300 Ames\dwg\3300Arres.dwg, 1/24/2018 9: 09: 24 AM, 1: 1 rw=ui.,=71.1»644 t#·1.- , # 4 1.-M -I . I 23· ·9-:'1* CE"O-1,0 US POSTAGE- City ofWheatRidge - $ 00.50 First-Class7500 W. 29th Avenue U•Sl.£fc-Mailed From 80033Wheat Ridge, CO 80033-8001 05/02/2019 ILIailkac 032A 0061829455 1..9..7 4-..pi.- £12 MAY 'IE -2-04 3 1.- FIEIERTAG DAVID B FEIERTAG ASHLEY ELIZABETH 03270 AMES ST WHEAT RIDGE CO 808 NCE 1 C17 I 0005 /03 /19 FORWARD TIME EXP RTN TO SEND C=TCOTAr 1 1851 77 Tu DR i- r. .... -&.r---Ah L m. 4. 1. MWW 6/ .W w V £ 4.- : v u 0 CBEA092;46*126.-.6.-.R C Ti; R N T O '4 C :j r. R R 802 1.2-z-ZQ i Q70.1,11.1.1,1,lili.ill,il|,.1||10|.|||t||,1.1,•:1.i.•il.•1••1•1•1*•| 0803.1,70%001 ''111'111'111'11,1 .'.'..1.1,1 11 '111/ 1 11' 11' ' ..litill' ''11]1'1. ''.1 City of-VWheatRidge - 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 LETTER NOTICE (As required pursuant to Code Section 26-109.D) May 2, 2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. 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 Mav 16,2019 @ 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 o f 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 Of the meeting. www.ci.wheatridge.co.us L J Vicinitv Map 4--6 ,i. 5 'r- .f:FF fl. pr- p.1F 1 i - 1 1 r l ,·119' r 2-AVE 4 E k # F , 9 1.¥ i 1 4622 - er , f.-4 - L -' .1 F WS 1 807.doc 4 4 464,.DE*/Eft 9 - .(1&0r City ofWheat Ridge 7500 W 29th Avenue Wheat Ridge. CO 80033-8001 C.Of£e 1,42 ·MAA,- 39, 2#4 .3 L US POSTAGE $ 00.50 First-Class Mailed From 80033 05/02/2019 L. 032A 0061829455 A 05 .%3 EDDY DARCIE 03305 AMES ST WHEAT RIDGE CO 80212 * 808 NDE 1 19I 8605/03/19 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED U 1 4 i•, 2 - L TC FORWARD 44 80 471 06R1 7#RAF.A BC: 80033800100 *2278-11735-02-38 610:2*:@UY**62#1 liiili1111l1llil1iitii1liI!I1,IlII Il111iili11!1l111iII1!]IiitI1I r City of7- Wheat Ilidge-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) May 2,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. 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 Mav 16, 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 Wlleat 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 L t Vicinity Map - 11 1 4 .--=.-L 1 6,1 E.... r MF 1 -9. Al/1/i Arlky 1 .. f Wi'm 3 14 0 6 .0 A F f r. ..1 t. 1 - . 1 -8 r 1 tyrtwi '97 I ./-.Icip lir.. 9 ./.1 l - 441 WS1807.doc ¥ -90 - City ofWheatilldge 7500 W. 29th Avenue Wheat Ridge. CO 80033-8001 L.,LP -4.14..;12- 02 MAY B 111.9 431 11 4 k' 2 0·· 1,1 ·Lit 4. , US POSTAGE$ 00.50 First-Class Mailed From 80033 05/02/2019 032A 0061829455 QUINTANA TAMMV " 11794 W APPLEWI UTVT=80S DE 1 0005/13/ LAKEWOOD CO 80 RETURN TO SENDER ATTEMPTED - NOT KNOWN UNABLE TO FORWARD W*N KEigie.8%20%894 BC:80033800100 *1320-04618-02-41 '11,1111'lillii,1111111 ' 11 ' li lil 1111111 1 11111 ' 11111.11 I " Ill lil i t' 1·'Iici ' .1 1··· 1.4 I A City ofWheatRidge --/-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) May 2,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. 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 May 16,2019 @ 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 u'ith 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 nieeting www.ci.wheatridge.co.us k Vicinitv Map '. 1 .. r '1pr- . 12-, 11, D. 6 4. 'f ,1 ilify 4 F. A-J/fip 0 . m f 1*i $ 1 L-'.1. t .0- r F F '. 1,) po-r '- 1 0 . 1 WS1807.doc """"""Ii///"0..7///// virvip-J"m'wi)rrr -•1,-rr'I/n///-4.1- - 14 ... 4kA, . r - City ofWheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033-8001 DE:*F,·1' '1 ' mIUM CO SIC i>2 MAY . CH?jt -7 9 LIFI US POSTAGE$ 00.50 First-Class Mailed From 80033 05/02/2019 032A 0061829455 RODRIGUEZ ELIZABETH 01430 NELSON ST LAKEWOOD CO 8C 11 r NIXIE -'f. 2042 n= r AARC /12/· RETURN TO SENDER I·NSUFFICI·ENT ADD·R-ESS UNASLE TO FORWARD IA BC:80033800100 *1820-03132-02-38 302/934*9;119&1 l111'111'111'11i"Ii1iIili,1,ill!,l:,,l'llIilIil1'',""']l'Ili'1 =•PL . City of»'r vv heatiNdge -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 LETTER NOTICE (As required pursuant to Code Section 26-109.D) May 2,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. 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 May 16, 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 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 of the meeting. www.ci.wheatridge.co.us L .t Vicinitv Map F I r F ' .' ...In Fr-v:. I, F ilirt,-- . .I= i - -- -k 4.02 C 1 1, k r lit 1 r 8. f k,-1 7 0 /7 Wk".19.trpeet.i/A d U . 1 ' r€:2. ..r I. '41 195; Li- WS 1807.doc *64, ¥ ---y of Wheat Ilidge 7500 W. 29th Avenue Wheat Ridge. CO 80033-8001 4·'·4 C*1·0"KI ·tr-·,rl·4.,AC·:11,I ·0€Lk 1123..i932 4... 1 0 -Al'.1-· >•I.·'•1- 1,12. ?;13:.04 9 .15'. 21* 3 L $ 00.50US POSTAGE First-Class 1 Mailed From 80033 05/02/2019 E 032A 0061829455 BENANNA HOLDINGS LLC 03416 W 40TH AVE DENVER CO 80211 N I XI E 808 0005/07/19 RETURN TO SENDER ATTEMPTED -NOT KNOWN UNABLE TO FORWARD = 9400921968126060 ANK BC:80033800100 *2278-00775-02-39 £32&22£eaa.!,1i111!llIl!,1llllll1,!!,leI,!l 14'121!Ihi,!duLHUuthllt,1 1/ i Ht 4 It lt!11 31 i 11 ,It /11,1 1 /11 1 . City of-VWheatidge - 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 LETTER NOTICE (As required pursuant to Code Section 26-109.D) May 2, 2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. 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 May 16,2019 @ 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 o f Wheat Ridge Planning Division Individuals 11'ith disabilities are encouraged to participate in all public nieetings sponsored by the City ofWheat Ridge. If you need inclusion assistance, please call Sara Spaulding, Public Information Offcer, at 303-235-2877 at least one week in advance of the meeting. www.ci.wheatridge.co.us L Vicinitv Map F g 1 1 ., Ld==,r 1 r=> r 1 L 1 1 l' F4 it 71 4ge/1,2.dtr WS1807.doc a r 19-'176 --. -1 1 City ofYy•' VVheatRidge- 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 LETTER NOTICE (As required pursuant to Code Section 26-109.D) May 2,2019 Dear Property Owner / Current Resident: This is to inform you of Case No. MS-18-07 an application filed by Ames Partners, LLC for approval of a minor subdivision located at 33rd Avenue and Ames Street. 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 May 16,2019 @ 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 o f 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 of the meeting. www.ci.wheatridge.co.us L 1 Vicinitv Map , r F r 4 1. AVE- r. 1 F C 1* iR . . F 1. LF':2--79 .AA WS 1807.doc C.Il 1. e F. 4 .6 V f i y"Ct '4 ¥ L.A.'644 -Cit: ·F-13'"'O - Litv of US POSTAGEWheat [2®}ge $ 00.50 First-Class7500 W 29th Avenue Ukul., Mailed From 80033Wheat Ridge. CO 80033-8001 EEJ,DU'24 05/02/2019 CEamEi:GZ2 032A 0061829455 Ce- M.AY '19 A b 00 6 79 (6 GADBOIS JACLYN A 00222 HENNEPIN AVE S 554 -R-T-H·554034C49-1N 05/10/19 RETURN TO SENDER UNABLE TO FONWARD UNABLE TO FORWARD 4, RETUEN TO BENDER Mtl lilli' 11 1 " ill•• 1,1 i ---111 1.11,1.1?"llbi ilird•· r: ·7-.1 8 -ir·e, Rev. 5/2017 City of30 WheatRidge-COMMUNITY DEVELOPMENT Submittal Checklist: Subdivision Project Name:FAfter 5062'v,sion Project Location:N.t Loincr o F 33,j c..rt Ane. 9 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. 29 Completed, notarized land use application form X 2. Application fee X3. Signed submittal checklist (this document) \0. Proof of ownership-e.g. deed ->5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) 1 6. Mineral rights certification form-required for plats are reviewed at a public hearingX 7. Commitment for title insurance-required for all major and minor subdivisions and right- of-way dedications 28. Written request and description of the proposal 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 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 100-year floodplain (if applicable) 28. The sheet margins are 2" on the left, 1" on top, and W' 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 r 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 after the second (29 full review, I will be subject to the applicable resubmittal fee. 9 - 13- \ 7Signature:0 )77--Date: Name (please print): 06.-y F.U.Jte,t.Phone: 7 10 -#9/-71 f 6 , 3 Citv of 49 Wheat Ridge PUBLIC WORKS Geodetic Surveying Requirements for Final Plats TITLE OF PLAT:4654--ef 51,-65(v 25 i Ok) Notice to Survevor: Initial each item as completed. This form shall accompany the Final Plat submittal. 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 Damm, AND the following datum information is shown on the Final Plat: a. The Current Cio, 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: 3118217.58, Elevation: 5471.62. 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) of curvature/tangency. 3. The following curve data for the site boundary, and for altlot lines and easement boundaries, shall be shown on the Final Plat. All 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. 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 Ci(p Datum; a minimum oftwo (2) property boundary corners ofthe site shall be tied to any ofthe 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. 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 Cio, 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 V 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 ofBearing, and all coordinates relative to said Current City Datum. 8. Two digital files ofthe Final Plat positioned correctly on the Current CRp 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 alltinear and angular (bearing) 4 measurements per Section 26-407-D ofthe City of Wheat Ridge Municipal Code ofLaws. 10. The following statement is included on the plat: "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." 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 US. 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. Atch,61 2 0.14__ 4 Surveyor Name (Please Print):1 7 Surveyor Signature MiA6ktnc, 9,8,06 A 0 & l 2&\% 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: _ZILWD©arriage.co.us Or contact the Department of Public Works, Engineering Division at 303.235.2861. Rev 11/12 City of Wheat Ridge 11/27/2018 ili06 CDBB ZONING APPLICATION FEES CDB020259 AMOUNT FMSD ZONING APPLICATION FEES 689.00 PAYMENT RECEIVED AMOUNT CHECK: 1064 669.00 TOTAL 669.00 NOTE: Land use applications must be 64 submitted BY APPOINTMENT with a - rW121Ridge be accepted-refer to submittal checklists. planner. Incomplete applications will not 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 Jay Feaster Phone 720-891-7916 Email Team@FeasterRealty.com Address, City, State, Zip 19510 W 55th PI. Golden, CO 80403 Owner Ames Partners LLC Phone 720-891-7916 Email Team@FeasterRealty.com Address, City, State, Zip 19510 W 55th PI. Golden, CO 80403 Contact Jay Feaster Phone 720-891-7916 Email Team@FeasterRealty.com Address, City, State, Zip 19510 W 55th PI. Golden, CO 80403 (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 staffreport prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): Corner Lot at 33rd and Ames St. 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 *Planned Development (ODP, SDP) O Planned Building Group O Temporary Use, Building, Sign 1 Variance/Waiver (from Section 26- O Special Use Permit O Conditional Use Permit O Site Plan O Concept Plan ) O Right of Way Vacation M Subdivision - specify type: O Administrative (up to 3 lots) O Minor (4 or 5 lots) O Major (6 or more lots) O Other: Detailed description of request: 2 separate duplexes. A total of 4 units. Each duplex will be 2-story with detached garages. I certify that the information and exhibits herewith submitted are true and correct to the best ofmy 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 accomplished. Applicants other than owners must submit power-of-attemey--A from the owner which approved of this action on his behalf.,F-----Ts/g"Qu--- Notarized Signature of Applicant 9«/Ly/Notary PublicState of Colorado State of Colorado } ss l-2162!92!2!22,15£611- | Notaryl0020174028153 County of KE The foregoing instrument (Land Use Processing Application) was acknowledged by me this £76 day of /Vove,bar , 20 1 € by ZI- c-4 Ack.5 ter 94,«My commission expires 06 / 14 /20=L NotarfPublic To be filled out by staff: Date received //-17-/'8' Comp Plan Design. Related Case No. Assessor's Parcel No.19 - Mi -Il-bol Size (acres or sqft) / 64300 -16 r. Fee $6 69. ob Receipt No. C R¢10 22) 259 Pre-App Mtg. Date 4,- 1 2.- I f Current Zoning 2/3 Proposed Zoning 0 12 D Case No I0149-25 U,4>26 MS-19·01Quarter Section Map 416 25- j Case Manager C k 4-14- Current Use 16«+64- 10.) Proposed Use 2 0,™p \4«S Rev ]/22/ 2016