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WS-14-02
I .. ... .. . . ... -F- B am in receipt of the Page-SobdM fl4W� Development Covenant Agreement 6 pgs + exhibits A & B) (executed by owner/applicant Quail Hollow Patio Homes, LLC. Signature Date N o -k ; ),�zvc L44 '-17 1 1143 5 WIllow Dr 5te 300 1 Greenwood V111age, CO 1 720 4881600 '6001IT 1511:54 AM POS 22 $116.00 DF$0.00 Electronically Recorded ,Jefferson County, co Parn Anderson, Clerk and Recorder TD1000 N SUBDIVISION 1 PROVE ENT AGREEMENT THIS AGREEMENT" made this ! of rA 2014 by and� between the CITY OF WHEAT RIDGE, COLORADO, a home rule mu�nicipal corporation (the "City"), and QUAIL HOLLOW PATIO HOMES, LLC, a Colorado limited liability company (the "Developer"), together referred to as the "parties". 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 # On September 22, 2014 the City Council of the City of Ridge, holding Propertyall required public hearings, approved the final plat for the Subdivision. A copy of the Final Plat is .# Quail hereto *#' and incorporated duties created by this Agreement be faithfully performed by the Developer, a The approvals cited above are contingent upon the express condition th I all A aw NOW, therefore, for and in consideration of the mutual promises and covenants contained herein, the sufficiency of which *re acknowledged, agree • ihereto AgreementI . RgTose, The Purpose of this i set forth containedconditions, and fees to be paid by the Developer upon subdivision of the Prope-'rty, All conditions herein + in addition to any and all requirements of Wheat Ridge Subdivision Ordinance # Zoning Ordinance, Charter, any and all state statutes,and any other IntentionallyMunicipal Code and are not intended to supersede any requirements contained therein, deleted, 3Em. The Developer hereby agrees to Pay City fees i # • •hydrological,i**+ � +# other renderedin connection of ## # of Property. 4. Prior to recording of the final plat (or, if with the no plat # .# development; prior to andas a conditionof otherby the City), title commitment for all those portions of the Property, as well as any 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. n arter Of the City as the City an 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 commence except a building 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 Citys 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, 6. Public Improvements and Warranty, All storm sewer lines, drainage structures, paved streets, curb, gutter and sidewalk, including 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 Director of Public Works or designee of the City, shall be installed and completed at the expense of the Developer within the timeframes set forth in Section 9 of this document. The Public Improvements required by this Agreement and shown on the construction documents approved by the Director of Public Works of the City and the itemized costs of these Improvements are set forth on Exhibit C if applicable, All Public Improvements covered by this Agreement shall be made in ,?ccordance with the construction documents drawn according to regulations and M construction standards for such improvement and approved by the Director of Public Works of the City, 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 revisions to the Final Plat approved by the City. The Public Improvements shall be substantially complete, with only such exceptions as shall be approved in advance by the Director of Public Works in the exercise of his or her sole discretion, prior to the issuance of the first Building Permit, except, however, that a Building Permit may be issued for construction of a model home on Lot 12 of Quail Hollow Subdivision while public improvements are being constructed for the balance of the subdivision, but no sale of Lot 12 is permitted to an end buyer until all public improvements are Completed and accepted by the City as approved, The Developer shall also 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 City's Director of Public Works certifies that the same conforms to the specifications approved by the City. 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 facilities conveyed shall be free from any security interest or other lien or encumbrance, and (c) Any and all facilities so conveyed shall be free of defects in materials or workmanship for a period of two (2) years as stated above, I (d) To the degree the Developer is required to install and maintain landscaping on public or private property, it is the obligation of Developer, 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 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, T Installation of Traffic �&naj, Intentionally deletel ii 11 1 IBM 11 1111 im 0 Observation and testing, acquiescence in, or approval by any engineering inspector the construction of physical facilities at any particular time shall not constitute the approval by the City of any portion of the construction of such Public Improvements. Such approval shall be made by the City, only i ; • of cothe manner hereinafter set nrth.struction ! ! DirectorThe designated # i 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, ♦ or #. Directorby the Director for substantial cause. The ! * # Presentation, 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 i quantities of work performed # To assist him in this ! inspection any records kept by Developer, I rk Developer shall make availab e for 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 # •s kept by ; DirectorThe • his authorized representatives access to the work at all times, and Developer shall furnish them with facilities # ascertaining constructionwhether 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 (sometimes constructioncommonly referred to as "supervision"). The purpose of these observations and . ; isto determine progress 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 work, Inspectommay 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 foremanthe provisions of this Agreement or any specifications or to act as ; defectiveDeveloper, The Inspector will have authority to reject materials and to suspend any work that is being done improperly, subject tothe final decision of the Director. 4 9. tions of the Developer provided for I spections hereof, shall be performed on tion for acceptance of the Public Impro Pon completion of construction provements, the City's oDirector of Public Works r designee, shall inspect the Improvements and certify with specificity its conformity or lack thereof to the City's specifications. The Developer shall make all corrections necessary to bring the Improvements into conformity with the City's specifications, Once approved by the City's Director of Public Works, 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. 10. 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 opassageworayso o , guard fences, lights and other facilities for protection required by public authrity lcal conditins. 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 qualityDeveloper 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 PublicDeveloper shall furnish, erect and maintain, at its own expense, all necessary barricades, suitable and sufficient red lights, construction signs, provide a sufficient number of watchmen, and take all necessary precautions for the protection of the work and safety of the public through or around his construction operations as Developer and the Director shall deem reasonably necessary. M 11. Related Costs - Public provemen S. The - veloper shall provide all necessary engineering designs, surveys, field surveys, testing and incidental related to the construction of the Public Improvements letterincluding final drainage study accurate by Professional en ineer registered in the State of Colorado. 12. Imiarovements to be the P 2erty #.! ## + Improvements • # gutters,public #wers and public drainage improvements accepted by the City shall be dedicated to the City and warranted for a acceptanceperiod of twenty-four (24) months following provided ## estimatedThe costs ofthe Public Improvements agreed upon by the Developer and the City's Director of Public Works, as set forth in Exhibit C if applicable. If, however, they are unable to agree, givingWorks' estimate shall govern after considerationto information provided by the Developer including, but not limited to, construction contracts # engineering solelyestimates. The purpose of the cost estimate is # determineamount security. No representations are made as to the accuracy of theseestimates,: Publicnd the Developer agrees to pay the actual costs of all such # # PublicThe estimated costs of the # rightAccordingly, the City reserves the • review and adjust cost estimate on SU piVISfON IMPROVEMENT AGREEMENT 12,14 0 writtenannual basis. If the City adjusts the cost estimate for the Public Improvements, the City shall give after # i #notice,provide R#* Developer 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 '# remedies provided for in this Agreement; Provided, however, that amount of additional security required, the City shall prior #increasing the required • # • # # "# #Developer or ave actually been completed so mvements #constructed. the amount of security required at all time -shall relate to the # i requiredPublic~# R In the event the Public Improvements are not R *t or completed period of time specified by paragraph 9 Of this Agreement mutually agreed upon by the parties to this or + Written extensionof Agreem R {# i # � s # Improvements * the # on the letter called # Agreement.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 eith r hold such funds curity for * # w iImprovements**performance R Agreement R spend such #correctproblems as the City deems appropriate, Upon completion of performance *# improvements, uirementsi # # 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 constructioni R i Public # R the warranty period, If the Public Improvements are not completed time, the monies may be used to complete the improvements, 14* Lndemnification. The Developer shall indemnify and hold harmless the City and its officers, employees, agents or servants claims of every nature and description caused by, arising from or on account of this from any and all suits, actions, # Agreement any act or omission of the Developer, or of any other person R r entity for whose act or omission the Developer is liable, with respect R the Public 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 R «#expensesi attorney's and costs incurred by the City in defending any such suit, action or claim, The Developer shall pay all property taxes on the Property dedicated to the City and shall indemnify and hold harmless the City for any property tax liability, 15�8 �aiver OfQef�ects. In executing this Agreement, objections it may have conceming defects, if any, in the formalities whereby it is executed, or concerning the power of # impose SUBDIVISION MIPRQVEMENT AGREEMENT 12114 set forth herein, and concerning the Procedure, ooosubstance, and form of the ordinances r reslutins adopting this Agreement, M Third Party enefilci a rites I There are and shall be no third party 4eneficiaries to this Agreement. 17- M—odifications. This instrument embodies the whole agreement of the n those and this Agreement shall supersede all previous communications, contained herein, e Parties. There are no promises, terms, conditions, or obligations oth r tha 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. 18. Release of Liabi&. 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. 19. 99p—tions. 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. 20. giagjat� 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, 21. 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, 22. 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 dehave the meaning which renrs it valid, 23. 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. SUBDIViSION IMPROVEMENT AGREEMENT 12114 0 24. Alto 8!L��Should this Agreement become the subject Of litigation 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 pa y the City's attorney's fees and court costs. I 25. N—otice. 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- Quail Hollow Patio Homes, LLC Attention: William S. Lyons Jr. 6143 S. Willow Drive, Suite 300 Greenwood Village, Co 891 I I Notice to City, director of �Public WorWs-- 7500 West 29' Avenue Wheat Ridge, CO 80033 26. ' FOrce_M--aLe_ure. 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. 27Assignment or AssignMent§. 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, 28Recording of AcirpPMA t, 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 - 29- Title and Authorit "he Developer, Quail Hollow Patio Homes, LLC, expressly warrants and represents to the City that it is the record owner of the property $UMVISION IMPROVEMENT AGREEMENT 12114 9 STATE OF COLORADO � COUNTY OF � SS. The foregoing instrument was acknowledged before me this day of 20y William S. Lyons Jr., as Manager of Quail Hollow Patio Names, LLC, a Colorado united liability company. Witness my hand and official seal. My commission expires: tAM. REc TE . o GRY Phi Ir 012 catary Pu is (SEAL) SUBDIVISION IMPROVEMENT AGREEMENT 12114 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. HEREFORE, the parties hereto have executed this Agreement on the day and year first above written. CITY OF WHEAT RIDGE, COLORADO 14 H �EAL By, alr ' eor ATTEST: �p OR�pCJ *4-4tty-Gte e�.. bUBDIVISION iMPROVE ENT AGREEMENT 42114 1 EXHIBIT A - LL"GAL DESCRIPTION', A PARCEL OF LAND BEING A PORTION OF APPLEA'0013 BAPTISy SUBDIVISION REC CHURCH #200614202L AND A PORTION OF APPLEWOOD KNOLLS 12111 FILING RRC, #F0397126, BOTH BEING LOCATED INTHE NORTHWESTQUARTER OF SECTION 2S. *TOWNSHIP 3 SOUTH, RANGE 09 WEST OF THE 6TH PRINCIPAL MERIDIAN. CITY OF WIJEATRIDGECOLTNTYOF JEFFERSON,. STAT E OF COLORADO AND BEING MORE PARTICtl`LARI_YDFS('RIBED AS FOLLOWS: BASIS OF BEARINGS: BEARINGS ARE BASED ON"I'VIF SOUTH LINE OF THE NORTHkVFSTQt,;ARTFR OF SAID SECTION 28. BEING CONSIDERED TO BEAR SOUTI-1 ts,919,5 - ST A - 123.64 FEETBETWEEN THE FOLLOWING DESCRIBED MO'NUMFNTS: DISTANCE OF- 1( 3 WE -CENTER QUARTER CORNER SECTION, 28BEING A FOLINID, 125"B, S IN JNIENT RECORDS ON FILE_ WHEATRIDGE RANGE BOXMATCHING MON( RA S CA I CONTROL POINT NUMBER 16309, - WEST QUARTER CORNER SECTION 2813EING A FOUND 3,25" BRASS CAP IN RANGE BOX IMATCHES MONUMENT RFCORDS ON FIL[-. Wff E -AT RIDGE COVI-Int L POINT NLAIMBER 16209 COMMENCING ATSAID CENTER QUARTER CORNER: THENCE ALONG SAID SOtfTH LINE OF THE NORT[fwL-.Sf, QUARTER SOUTH SW 10'53"" kNIEST. A DISTANCE OF 1.475,70 FEET TO A POINT WHERE TI-IFEAST" LINT OF LOT I OF SAID APPLFWOOD BAPTISTCHURCH StJBDIVISION EXTE`NDED INTERSECTS SAID SOUTH LINE, - THENCE ALONG SAID EAST LINE AND EAST LINE EXTENDED NORTH (X)030'57" WEST. A DISTANCE OF 630.80 FEET TO THE SOUTf IFAST CORNER OF I -OT 2 OF SAID APPLEWOOD BAPTIST CHtJRCH AND THE POINT Of BEGINNING, - 1-0 THE SOUTHWEST CORNER OF SAID LOT 2, NVEST, A DISTANCE OF 492.70 F=E " I'HENCE ALONG THE COMMON LINE OF SAID 1,01's I AND 2 SOl"I'll 8019'.4 THENCE ALONG THE BOUNDARY OF SAID LOT 2 THE FOLLOWI\vGTHREE (3) COURSES AND DISTANCES - 1) TI I ENCE NOR T1 1009414 "WEST, A DISTANCEOF'6960i jjxj.f 2) 'f'l,lf-N('FNORTI-189015'26"EASI'.Al)]S'f'AN('I,:(,)1:493,431:1--'[""'I';' 3) TJENCE SOUTH 00030'57" LAST, A DISTANCL"OF43145 FEET, THENCE ALONG THE NORTH LINE OF THE SOUTH 10.00 FEET OF LOT 4 SAID APPLEWOOD KNOLLS 12"' FILING NORTH 89923'02" FEEEAST, A DISTANCE OF 177.57 T TO THE WESTERLY RIGHT-OF-WAYOF QUAIL ST.: THENCE ALONG SAID %NVESTERLYRIGHT.OF-WAY SOUITIJ Off 27'45" FAST, A DISTANCE OF 309.98 FEET: THE:NCE ALONG THL- SOU11JERI-Y LINE OF THE NORTH MOM FEI-�'j- Of, I_OI- () OF 's �N' I SAID A , PPLEWOOD KNOLLS 12 "' FILING SO( * "02" LMT,� ,'--",'OF 1 '177-18 FEET TO TIIE EASTERLYLINF OF SAID LOTI APPLEVOOD BAPTIST CHURCH; HE ALONG SAID EASTERLYLINE NORTH 00030'57" NV S` A DISTANCE OF 4574 FEE'l-TOTHE POINT OF BECANNING, CONTAINING 398.355 SQ ARF FEET OR 9145 AC REQS, OR LESS, __.--._ ,.......sw■ . ar fro$* 9 of Si " A SUBDIVISION LOICATED INTHE SOIITHWPk ST 1/4 OF THE NORTHWEST 1/4 SECTION 28 S ;s C IT5` OF 'k -k1 AT RIDGE, COUNTY C)FJk~:FFERSCiPd, STATE OF C:OLORAI)o v- PAGC k OKI TAS 011 !Arm W ti ,. > go c ° w e m VICINfrY MP - A SUBH DIVISION I.00ATED IN TE Slo'I11M ')t'-�ST 1/4 OFTf'IE`Ni),R'rI'lWEs,r 1/4 SEC'11ON 28, TOWNSHIP 3'5011'14EST 6TH pm, j, RANGE 69 W CITY01'WHEAT RIDGE, CO(iNTY OFJFFFERSON,,S-rATf,- OF COLORADO PAGE 2 OF 3 lilt 1,111,11,11XIM, w $4 gt two m4 ki v 11- A SUBDIVISION LOCATED IN THE SOUITIVEST 1/4 OE NORTHWE—S-T 1/4 SECTION 28, TO')X"NSTIIP 3 SOVI'll, RANGE 69 WLST "'It P.Aj� CITY 01'WHEAT RIDGE, COUINM 0FJr--.FFERS0N_ STATE OF COLORADO PAGF 3 CJI' 3 , o & I/ij I LOT EXHIBIT (ige # cri'3) tawkixtg A SO. tW Project, Quad Hollow Arvada Cofo zwo a to P0000 hunibOr 2127.214020 #iVG# $CkIM6.lM 30342360-1.&+,Texkzt>iv4,es Dole,: $12112014 M3 A67, 434 ,G'acsfnxir, yu�r1 raMu�i����yiT ql' r14 c. * ��U dr MM $28,400,00 $550:00 ase Number S-14.02 $2,080,00 $338.00 $1,590.00 $218 $2,06&82 $1,664 00 $1,564.00 $750.00 DESCRIPTION ESTI RATED Utdt r tJPi1T Ci}ST ESTIMATED TOTAL R h13�.. ¢ ,. na 4itipNrtTY $57500 55,17640 COST $450.00 i 3Y $18,682.32 $1,80500 31.805DO $1.805 LID 51,505.00 C 65 CF 545,00 $4,0500 , $48t37 $4,417,17" A 4 18" PVC 176 U A Mobilization and r ertn)ts S5920 $3. A 5 18" RCP 313 8 Slnp 4" Topsoil to Stockor, $8,104 #15 $57 60 $8.697.50 35:460.QQ a'` Cr Onsarl Cul To Fit) (lorpon) Y. Y CY S140 $167440 A 7 Sia" RCP 115 12,000 C1' $177 U1249 CS„ re! .37 $17,786.92 siaTciTA%. 1 158 LF $58.00 $6,264,00 $ 04 $9,030,72 Ara 18" FEfi ° EA $154.1X& R T R 17 .A 10 24°FFS 2 A Mobitraaban (Excludes pennais) $1,L395.t1CJ >830.72 5+1,09$.00 Tt.1i 3fk'i"I': I 0 Vehirie Tracking Pad i LS $55040 C: Intel Protection 1 C A $ ,060.00 S 1,060.00 0 S41 Fence FA LF $30000 Sat 51.500.00 F C:onstn„teUorr Franco 349 FA I SO 515tt 51;42;3.50 C3 Seed 6 Match 832 hF U $2.00 $1,8I4.00 Hrempofary Ivia�'rPL't1atACr.* of F..rcasion Controli 4 AC; $75000 $3LO97.50 I Concrete wash out $506 0Q EA $57'.1.00 $575.00 J Stabilized Staging Area 1 kA $575.06 $575.00 L RRH C.'uk ell Protection 1 EA $575 $575.Q N Outhouse 3 EA 5575 Ori $5,175,00 SUSTOTAI, 6 Mo $75.00 $4500() yu�r1 raMu�i����yiT ql' r14 c. * ��U dr MM $28,400,00 $550:00 5560,00 $2,08800 $2,080,00 $338.00 $1,590.00 $218 $2,06&82 $1,664 00 $1,564.00 $750.00 $3,0$7.$0 $575,00 5575.00 $74900 $789.00 $57500 $575.00 $57500 55,17640 $7500 $450.00 i 3Y $18,682.32 3 `i? A R,L A I I Y I ttx aI on (Exckldws Frc er rt4 q A 2 12" PVC i 3Y IS $1,80500 31.805DO $1.805 LID 51,505.00 A `i IS'ACP 65 CF 545,00 $4,0500 , $48t37 $4,417,17" A 4 18" PVC 176 U $69,W$4 485.00 S5920 $3. A 5 18" RCP 313 LF LF $2900 $8,104 #15 $57 60 $8.697.50 A 6 24" RCP 284 $2855 $$,336 Y5 $5742 49 $17„ A 7 Sia" RCP 115 IF $3;3.50 $3.5i4.00} $6263 .37 $17,786.92 A,8 54' Titan 1 158 LF $58.00 $6,264,00 $ 04 $9,030,72 Ara 18" FEfi ° EA $154.1X& $173,700.00 $151 84 17 .A 10 24°FFS 2 S75000 5750..00 $1,L395.t1CJ >830.72 5+1,09$.00 Tt.1i 3fk'i"I': I EA $8.yaift'10 39.7iOM $1013001 A.i2 12` ADS Wet I EA$,026,0 $15018} 5950.130 i 873.QCd 8 $1,873.00 A 13 4° Diametero4almoir, (0%W Faeepi 1 FA $50000 S5M 00 S500,00$500.00 Ala T C 010 ter Mandolin t(r•10' Ueep) 2 FA S t ,500,00 $ Y'5W 00 53.259 00 $3,259.00 A 15 Y5" Ha an 2 EA 2. 141 $4. 00 $3, ,00 405 $5.810,00 Quail M1,+43a�kIp �iDttO1+,I A�Sk BreakdownR CityR�1vi6a+�ris Final for t�,t~}C.xtS C," t $0..00 $000 $506 0Q $1,1112.00 9/2312014 5ti5 44v,�„q d,rxs, ,G swo 100 B w 0a � P t Ova$ Hollow Arvelo C aio 3 t 30342380'% tTe-0e .al 'W3.467,9438 DoW 2127-214020 8/2112014 eF vcw -$iiq Review: WWWj$>.P}r##iC]lr4illrty'1 a.arn ##gy�pp Exhibit A Cost Estimate ►umber �t5-1�:-{i,2 �am,;��,n�,S� ' �a� ' ��� .. �x���t ..Cage C1E3CRlATK?N E5TfMATEti Ur4rr Uk+ltT Ci7ST ESTIMATED TOTAL t � eauArxTlTr OST CITY 18 t8" t#eadw a$t 2 CY A 17 Wheat Rtdire Combination Inlet {Tr pie} $000 $000 $50600 $1,0'12.00 Yx A,18 tv$fdd�@t3 Type [j ('ciisd �S[ftt84t .�+ ,}trurtltre 1 0 A $2.. Cxi:Oc $700 „ $8,726001 $26, avo A 19 "beat R,dc$e Valley idler 1=A $.5s,k'),t7a7 S5,000110 $.5,000 00 $5,00040 20 late t 1 EA S2,50() 00 $2,50000 $3,10900 $3,100,00 A Dual A A .`ti 034551 54^ $Hist Strtaetaate 1 EA 2,S 00 00 $2,500 Qt $2.00_007 $2300M {i,2L rival 54* ilf*i 4\.S¥$7.c"4t@f 8 Is S35,000015 535. $35.00000 $35,000.00 A 23 7'x7` Ocrxbase LS $,�.;3.(}{�',}.(j('} $ nom^. .i�� $35,00000 $35,000,00 A 24 54" Diameter 1-lryrucuat:�t 8,m2 1 EA $10. l()D 510, 0o $10. Ono $10,.00 A25 Type M Riprap 1s0 EA S 2.500 03 550)(3.00 $5, 00 iO, A 26 type H RTiraP CY $15000 $27,000,00 $9966 $17.930.50 SUBTOTAL 144 CY' 200I Oil 528.40000 $14475 $20 .00 1,700. $422.756,90 B1 6'Non-Perforated Underdraiin 707 LF 83 2 Clean Outs � $1„5x00 $10,605011 $1$.010 $10.605.00 EA $3017.00 8.5110 00 $30000 SUBTOTAL $12 :QO $12,10500 TOTAL 1r $343,900.00 5494,553,90 A ase $ r Al WbAzzabon and Piemots 1 A2 7 Ful Depth Asphalt030° Widal 4,308 LS $2.700.€10 $2,'700 00 $2 •. 70(Y 0) $2,700,00 A.3 Subgtade Preparation • Fme Grading 4,304 SY $1600 $72.9055,20 $2359 $101,625.72 A4 Saw Cut Asphalt 1852 SY $1.60 $7.754 40 $1.23 $5.299..94 A4 Asphalt Removal 189SY C; $2 90 $469.60 $Z40 $469.00 A,4 Stgriage and Striping $ $2.901 $.:544 10 $9 95 $1,600.55 AS [raftCca"hoI 5 CS $2 0 $290 $2,600,00 $2;600.00 Uf3'!°4"rAi. GY $144000 ,. 7 $,200.01? $65000 $3 250.00 s#1,50-00 5177,824.91 0 d= 81 N1obi@xate0rS and Permits B 2 2' Goncreje Pan 6, think 1 '7 EA $4.2Q::.Ok1 $4,205.00 $4205,00 5.4.20$.$, 113 Su iagla f'teparation Pcror Corlctl!te 4,52;1 EF SY 3fi EO $423.70 52$.176 $2,162 .t5 8 4 6' Crass Fans 0 $Z90 $13,116.7"0 $2,95 $13,342,85 Quail HollowCost Breakdown -City Revis�ons 6A $4,75 $000 $000 $0.00 Final for Ii.C�C.xts 912312014 «tK wmFtj~h Oypdas .m' ".9 1 t7atkoe10.0 t QUaa HOWW az(Ado i#GiNE[RiYNG. 303421003E,k t . 00w; 2127-214420h&v.d. 6t2112014 -AO3 467 9438 rr ass WWW F,�, ,ey� p Exhibit A Cost Estimate Qaaa Number WS -14-02 DESCRIPTION ESTIMATED QUANTITY UNIT UNIT COST ESTIMATED TOTAL COST CITY 8.5 Type 2e HCR 0 "a tAd Mock HCR 5 FA $1,500 (K) $7.5W 00 $1,73359 SS>Is 7.S5 87 T€aaditt,ConIfw I EA $1.750.00 S1,25000Si,7iO1 519 70,13 5 DY 51,4400 $7,20000 WOOSUBTfiTAI -$30,348,09 513. '00 TOTAL OF UTILITIES (sTRtETS) SUS140040 TOTAL $55716W.00 $630,11912 CONTINGENCY @100% 26% ftwo by ESTIMATED GRAND TOTAL ____1-56.760.00 157,S2S1 exyc.4. $613,360.00 $787,649 Quaii Hollow, LLQ - Duarle Comiglia p ate MWk F. 8 oP. -PE_ John E rigm g - Vale David F Rrossman 912312014 e far rI . CIO Of Wheat Quail Hollow Cost Breakdown - City Revisions Final %1r IL.QQ.xls 3 912312014 0 GUARANTY BANK AND TRUST COMPANY— WIF CRF, NO. 1854 1 DATE OF ISSUE: December 12, 2014 AMOUNT: S787,649,00 EXPIRY DATE: December 12, 2015 with automatic renewal provis* ion. Beneficiary: CITY OF WHEATRIDGE 7500 West 29th Avenue Wheat Ridge, CO 80033 We hereby issue this Irrevocable Standby Letter of Credit for the account Of QUAIL HOLLOW PATIO HOMES, LLC, (,"Applicant/Devclopee') 614-3 S. Willow Drive, Suite, _1()(), Greenwood Village, CO 80111 in Your favor in the aggregate amount not exceeding SEVEN HUNDRED EIGHTY SEVEN THOUSAND SIX HUNDRED FORTY NINE AND 00/100THS USDollars (USD$787,64q,()0), Funds under this credit are available With GUARANTY BANK AND TRUST COMPANY by payment against presentation of your sight draft(s) drawn on u at our off cc n or Expiry Date when accompanied by the following: 0 before the I. This Original Letter of Credit. 2. Statement, purportedly signed by the Beneficiary, stating as follows: od• "W oe hereby certify that the amount of•ur•raft represents funds owed to the City of Wheat Ridge for payment obligatins pursuant to the "Subdivision Improvement Agreement" dated December 10, 2014 between Quail Hollow Patio Homes, LLC ("Developer") and the City of wheat Ridge,* (the "City 0). This statement signed by the Beneficiary pursuant to the preceding oparagraph shall be cnclusive to such matters. 301293.5500 1 Guaranty8ankCO.cOM 1 9M454.4220 X V #I& I I NO. 1854 This page shall be attached to and become an integral pall of the above referenced Letter of Credit Special Conditions I - It is a condition of this Letter of Credit that it shall be deemed automatically "tended without amendment for one Year from the present or any future expiration date thereof unless at least ninety (90) days prior to any such date Guaranty Bank and Trust Company notifies the Beneficiary in writing by certified letter that it elects not to consider this Letter of Credit extended for such additional period. 2. Partial drawings are allowed. 1 This Letter of Credit is not transferable, Any draft presented must bear the words "Drawn under GUARANTy BANK AND TRUST COMPANY Irrevocable Letter of Credit No. 1854 dated December 12, 2014 " Except as otherwise expressly stated herein this credit is subject to the Uniform Customs and Practice of Documentary Credits (20 07 Revision) International Chamber Of Commerce, Publication 600 (UCP 600), This Letter of Credit will expire at our counters, 3:00 Pm, Mountain Standard time on the Expiry Date or any future expiration date thereof. In case of cancellation of this Letter of Credit prior to Expiry Date, the original of this Letter of Credit must be returned to us for cancellation with a statement Purportedly signed by the Beneficiary stating that: "This Letter of Credit is no longer required by us and is hereby returned to the issuing bank for cancellation." Please address all communications regarding this Letter of Credit to the attention of Guaranty Bank and Trust Company, Letter of Credit Department, 1331 17th St, Denver, CO 80202, mentioning specifically our Irrevocable Letter of Credit No. 1854, issued for the account of QUAIL HOLLOW PATIO HOMES, LLC, We hereby agree with drawers and endorsers, and bona fide holders of drafts -negotiated under this Letter of Credit that the same shall be duly honored upon vresextatiga gj&&jk�j _&t&u 2 IRREVOCABLE STANDBY LETTER OF CREDIT NO. 1854 This page shall be attached to and become an integral part of the above referenced Letter of Credit The Letter of Credit sets forth in full the terns of our undertaking and such undertaking shall not in any way be modified, amended, or amplified by reference to any documents or instrument referred to herein (except UCP 600), or in which this Letter of Credit is referred to, or to which this Letter of Credit relates, and any such reference shall not be deemed to incorporate herein by reference any document or instrument. Sincerely, GUARANTYBAN AIND TRUST CO l' Cathy Ploss Thomas V. Hornbacher Executive Vice President Senior Vice president 3 N 9 Page(s) JEFFERSON COUNTY, Colorado DEVELOPMENT COVENANT AGREEMENT THIS DEVELOPMENT COVENANT AGREEMENT is made as of the �-, day of kVjk6,,V", 2014 by and between the CITY OF WHEAT RIDGE, COLORADO, a home rule municipal corporation (the "City"), and QUAIL HOLLOW PATIO HOMES, LLC, a Colorado limited liability company; LEILA J. HILL, individually; and MCARTHUR 0. HILL, individually (collectively, the "Applicanttogether referred to as the "Parties". 101011111-1,11 WHEREAS, the Applicant 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"); and WHEREAS, the City, after holding all required public hearings and granting all administrative approvals as prescribed by the Wheat Ridge Code of Laws (the "Code of Laws"), approved the Final Plat and/or Final Development Plan for the Property titled Quail Hollow Subdivision. Copies of the "Final Plat" are attached hereto as Exhibit B, and are incorporated herein; and WHEREAS, the City in the normal course requires that a Subdivision Improvements Agreement, including the posting of financial guarantees for the construction of the public improvements required as a condition of development of the Property be posted with the City prior to recordation of the Final Plat, and WHEREAS, the Parties understand and agree that the intent of this Agreement is to establish the obligations and expectations for future ,eevelopment of the Property in accordance with the Final Plat; and THEREFORE, in consideration of the mutual promises, covenants and agreements of the Parties, the approval of the Final Plat and Final Plans by the City, the dedication of certain land and/or easements to the City and other good and valuable consideration, the receipt and sufficiency of which are acknowledged and confessed, the Parties hereto agree as follows: o -0 Islas il 1 0 F ISME t0 2. Binding Eff ect; Term: The terms of this Agreement shall be a covenant running with the Property and shall remain in full force and shall bind the Property and the successor and assigns of the Parties until such time as the N I Developer executes a Subdivision Improvement Agreement (herein referred to as "SIA") in preparation for development of the Property, and in connection therewith has posted with the City the required financial guarantees for construction of public improvements required by the final Plans. The executed SIA shall replace this Agreement in its entirety and shall bind the Developer to complete all required improvements as shown on the Final Plans as approved by the City of Wheat Ridge Director of Public Works and the Community Development Director jointly. Once an SIA has been approved by the City and recorded with the Jefferson County Clerk and Recorder and the required financial guarantees posted with the City, this Agreement shall be released, and the City shall execute all documents reasonably necessary to do so. 3. Sale of PropgLly: No sale of individual lots or any collection of individual lots which do not equal the entirety of the Property as described in Exhibit A may occur until such time as an SIA has been executed and recorded, except for Lot 12 depicted on the Final Plat, which shall not be subject to such limitation on sale. This paragraph shall not prevent the Applicant or a Developer, from conveying or selling the entirety of the Property to a third party. 4. Issuance of Building-Ee_rInits: The City shall not issue any building permit for any individual lot within the Property until an approved SIA has been executed by the City and the then -owner of the Property, and recorded, and all public improvements included in the SIA have been completed and granted initial construction acceptance by the City, with the exception of a final lift of asphalt. This requirement shall also be reflected in the SIA. Building permits for individual lots may be issued by the City conditioned upon compliance with all terms listed in the SIA. 5. Fees Associated with evelogment of P All building permit fees, park land dedication fees, review fees and security for construction of public improvements shall be paid by the Applicant, or in the event the Property is conveyed, by the Developer who executes the SIA. 6. Homeowners Associat The Developer, as executor of the SIA, shall be responsible for the establishment of and the recordation of rules governing a homeowners association for the Property, 7. ImDrovements to Pr No site work shall be performed on tht, Property until the SIA has been executed and the proper permits for the same have been issued by the City. For the purposes of this paragraph, "site work" is defined as any grading, clearing, excavating or depositing of materials in conjunction with site development consistent with the approved Final Plans. Nothing in this paragraph shall prevent the demolition of any existing structures or the general maintenance of the Property, provided proper permits are issued by the City. it Recording: This Agreement shallbe filed for recordJefferson County Clerk rd Recorder, t�e fees for which `•!« ! shall� nelle Shaver, City Clerk APPLICANT: :AIL P E� Willia . ye aver 6143 S. Willow Drive Suite 300 Greenwood Vill le C080111 Address 0i�rirmir.[1A7 �II��+N Y VI t�kY�I I �I PUSII STATE COLORADO OPUBLIC !�Wl COLORADO^ )SS. STATE COUNTY i NOTARY s ''MS : T foregoing acknowledged before me this day of tpa"/kcr— E01 , by illiam L is Jr., as Manager of Quail Hollow Patio Homes, LLC, a 91 # <!! bili company,Applicant. Myco6inissionexpires: STATE OF CU U ) COUNTY OF � ss. The foregoing acknowledged before me this day of .. 2014, by Leila J. Hill, individually, Applicant. Not UP ,�,�,�Hw,����� � ,��, �att�� My commission expires: STATE OF C 0 4 COUNTY OF $ UCS 0 ) ss. The foregoing acnowledged before me this day of C 2014 by McArthur 0. Hill, individually, Applicant. IGIL PUBLIC <seal> SIVI OPCOLORADO WY 4402 EXHIBIT A Legal Description of the Property Land located in the City of Wheat Ridge, County of Jefferson, State of Colorado, and described as follows: Lot 2, Applewood Baptist Church Subdivision, County of Jeffer,son,',SWe of Colorado; and UNg Lot 5, the South 10 feet of Lot 4, and the North 200 feet of Lot 6, except that portion conveyed to the City of Wheat Ridge, a municipal corporation in Warranty Deed recorded May 6, 2014 at Reception No. 2014034267, Applewood Knolls - 12th Filing, County of Jefferson, State of Colorado. 4- Sai7 -Mix atMaa I QUAIL HOLLOW SUBDIVISION ms -06-07 A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, WS -07-01 tiS-14-02 TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY Of WHEAT RIDGE, COUNTY OfJEFFERSON, STATE OF COLORADO auWAM-twim PAGE I Up 3 -Aw am T +Ytit". U'Wr z —.. r. g w w. t' M, r. W, =wr rumm 3,dH1 MUM of ZEMM —=r 0—R-4 a ME E � Z. -iow MZ VICINITY MAP zm --ru. Llilr- A::i�- i 2 �41 L -Aw am 3,dH1 MUM Llilr- A::i�- 3,dH1 ,fq"'UAIL HOLLOW SUBDIVISION A SURDFYFSFtIAF LOCATED FL3 TFiF3 SOIFTH F{{ OF THE AIORT'PFIVLST 1{4 SGCTFOF*t 28, TOtVNSB-FFF%3 SOFITFF, RANGE GQ NY'RST GTH PQM. . s CFTY OF» WHEAT RIME, COF DNTY OFT AAF URSON, STATF; O P COLORADO PAGE 2 OF 3 kf %rka+ m%nwn r csxaw♦ iwk a%w. �x»a. »kk%caam°"waux w*a%mt ro- i #w`Fa It e k »_kc_ +oee arr k» ( ^° %fl""wr r» «MA MAXA�9xfp8. _d d k mw ----- t . e xka. % p �'' � 1 l� �� '• `%m m. d d �� d iC �� � g f 6k # jr ff �i d '`� memwr» «»+xwn � "ce wme «`wc • d rzw a. re. { f , *j� gm, J L— mmr » 1 \ � a �• � "7.. act ,_,�. Ud7F VRP as rae rare a ._...... _ _ _. ..„ � d �k� 1.%�m» "'1Fdl `�}. •� f''' -...:««» d..' n"x":wa+k dd d t t} - + d d k � � "'*'� ,,,,•• f vu+rwx"w �\1 jA a� � 9 i � rF------ ..,, @8 d i / .ell a .,,,. .� . 15 t fm _� a 18 ce 1'F��K ca �%r~nn wnt ms n. mw +ry ex. i ------------ W .. _. ,.--- .__i d d t 4�d p MSW �MO• yAAH »$ � fh: AMY RM pN AMd m.. ,,......�.,.ti PfAf p, tt,� It i t %tp%tH#Fr+.s f ty �:MfIMa DmW9 Kaw d F d✓ l I »l�o8k% to 41iPatw.R p��ry iOF YMA r KY a w4 H. M mwH 4m MKN% �4. �a tA'1!t $CbR.M W k�#0%.fit ♦Miilnw..p9ainYXmF+Vtra.9w'P h»B fmu drtat Mw%1 %!a a+GU aw oewY.Y%x anraa»wax aswwww 1 A SUBDIVISION LOCATr """'AL PLAT _U INTHL QUAIL HOLLO OUT,HAVMT 1/4 OF TH W SUBDIVISION R NORMAMS-r 1/4 SM, CITY OF SS RJUGH, COUNTY JON28, TUNVNSHIP 3 SOUTO, ItANGE (,g NVUST 6TH OFCOLOUADO, PAGE 3 OF 3 T-1 OEM-" 7�1 MAL-. City of I �Com City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 301235.2846 F: 303,235.2857 LMark Bishop 5690 Webster St. a J, Dear Mr. Bishop: At its meeting of September 22, 2014, City Council APPROVED Case No. WS -14-02, a request for approval of a thirteen lot subdivision plat with Right-of-way dedication for property zoned Residential -One (R-1) at 3301 Quail Street, for the following reasons: I City Council has conducted a proper public hearing, meeting all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2. The requested subdivision has been reviewed by the Planning Commission, and their recommendation was forwarded for approval. 1 The subdivision plat is in compliance with the R -I zone district standards and Article IV of Chapter 26 of the Code of Laws. With the following conditions: 1. A Subdivision Improvement Agreement is executed whereby all public improvements are in place prior to issuance of building permits for individual lots. 2. The developer pays park fees at the time of plat recording in the amount of $32,464.77. 1 The Homeowners' Association covenants are reviewed and approved by staff, Enclosed is a copy of the signed resolution and a copy of the minutes stating Council's decision. If you have not done so already, please remove the posting signs associated with the case from the property. Please feel free to contact me at 303-235-2846 if you have any questions, Sincerely, Kim Waggoner Administrative Assistant Enclosures: Copy of Resolution Draft of Minutes cc: WS -14-02 (case file) 11ITT DGE, COLORADO Resolution No. 62 Series 2014 TITLE: A RESOLUTION APPROVING A 13 -LOT SUBDIVISION PLAT WITH A RIGHT-OF-WAY DEDICATION FOR PROPERTY ZONED RESIDENTIAL -ONE (RA) AT 3301 AND 3345 QUAIL STREET (CASE NO. WS-14-02/QUAIL HOLLOW) C�5, CFT.M1FWUUre$ TOT -Tae 7ty's review and approval of Subdivision Plats,, and, WHEREAS, an application for a subdivision plat was received to subdivide property located at 3301 and 3345 Quail Street in a Residential -One (R-1) zone district; and, WHEREAS, all referral agencies have reviewed the request and do not have concerns', and, WHEREAS, all required publishing, posting and notification requirements for a September 22, 2014 City Council public hearing have been met, NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Wheat Ridge, Colorado, as follows" I City Council has conducted a proper public hearing meeting all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2, The requested subdivision has been reviewed by the Planning Commission, which has forwarded its recommendation. 3, The subdivision plat has been found in compliance with Article IV of Chapter 26 of the Code of Laws, I A Subdivision Improvement Agreement is executed whereby all publ improvements are in place prior to issuance of building permits for inNividual lots. I 2. The developer pays parks fees at the time of plat recording in the amount of $32,464 77, 3, The Homeowners' Association covenants are reviewed and approved by staff. DONE AND RESOLVED by the City Council this 22"6 day-pf September, 2014, M AT,TEST� J6nelle Shaver, City Clerk M I=) . I . 111111 U711"I'llu I . Resolution 52-2014 — Approving a 13 -Lot Subdivision Plat with a Right -of -Way dedication for property zoned Residential -One (R-1) at 3301 and 3345 Quail Street (Case No. WS-14-02/Quail Hollow) Mayor Jay opened the public hearing and swore in the speakers. • The Planning • All aaeitciesii off IBM Applican I e roots anU-3—a—nd-Zl the smallest. /e been met. k, existing street— i•. . 0 &M-TIVIII 0 0 M 1,20 ?nd made three recommendations. 41rovements provided by the lieu of land dedication in the amount approved the plat and drainage report. the added recommendations from the Planning M 7WW3115w, for seniors, The home sizes will range from 16,500 sf down to 13,642 sf for Public Comment Arther Gibbard (WR), who lives nearby, reported the vote was 4-3 at Planning Commission. He has concerns about the 6 feet of fill dirt that is being brought in. The property close to him will be higher than his property and gets no answers about where the water will go? IN'Tt-FTCH-1.1m. nome to so much wild life, it will affect the quality of life for the surrounding neighborhood. The run-off from all the concrete will cause problems, She noted that school events put lots of cars in the neighborhood -- sometimes 300 cars, They don't need more traffic. Mr. Lyons reported the houses will #• $900,000 w/ full •« The average amount of fill dirt is 3 feet. He said the drainage system for this project will make drainage nearby better. Council guestions Mark Westberg explained the drainage plan, which will preserve the natural channel. He testified that the Army Corps of Engineers is okay with this plan. 2. Motion to approve payment • the Sales Tax Increment Share Back for August • Fiscal Year 2014 from the Wheat Ridge Urban Renewal Authority Town Center Project in the amount of $37,106.52 to Renewal Wheat Ridge The Town Center Urban Renewal Plan was adopted in December, 1981. It has been extended twice and will end December 31, 2014. The amount of sales tax increment shared back to Urban Renewal has been 100% since September, 2011. City of '�� h6a't"i ge ITEM NO: DATE: September 22, 2014 116 11 1111511,1111 111 1111!1111 111 111111, 1 DEDICATION FOR PROPERTY ZONED RESID RENTIAL-ONE (-1) AT 3301 AND 3345 QUAIL STREET (CASE NO. WS -14- 02/QUAIL HOLLOW) PUBLIC HEARING ORDINANCES FOR 1ITREADING BIDS/MOTIONS, ORDINANCES FOR 2 No READING RESOLUTIONS QUASI-JUDICIAL: YES F1 NO Communit- y Development Director City Manager ISSUE: The applicant is requesting approval of a 13 -lot subdivision plat for property zoned R- I at 3301 and 3345 Quail Street. The proposed platting area includes two parcels totaling approximately 9.1 S acres. The intent of the subdivision is to prepare the site for development of a new 12 -lot single family residential neighborhood. PRIOR ACTION: Planning Commission reviewed this request at public hearings held on July 17 and August 21, 2014. Planning Commission initially heard this request at a public hearing on July 17 and recommended continuance until August 21, 2014 due to changes required to meet stream modification standards of the Army Corps of Engineers. On August 21, 2014, Planning Commission reviewed the revised plat document and recommended approval for the following reasons: Case Nos. WS- I 4-021/Quail Hollow Council Action Foran — Quail Hollow September 22, 2014 Page 2 1. The revised subdivision plat is consistent with the approval by the An -fly Corps of Engineers. 2. The proposed lots meet or exceed the R-1 zone district regulations. 3. All requirements of the subdivision regulations have been met, 4. Utility districts can serve the property with improvements installed at the developer's expense. With the following conditions: 1. A Subdivision Improvement Agreement is executed whereby all public improvements are to be in place prior to issuance of building permits for individual lots, 2. The developer pays park fees at time of the plat recording in the amount of $32,464.77. 3. The Homeowners' Association covenants are reviewed and approved by staff. The staff report and meeting minutes from both the July 17 and August 21, 2014 Planning Commission public hearings have been attached, . FINANCIAL IMPACT: Fees in the amount of $2,650 were collected for the review and processing of Case No WS -14-02. BACKGROUND: Subject Property The subject property is comprised of two parcels of land. The larger parcel is located on the north side of W. 32"d Avenue, north of the Applewood Baptist Church (ABC) parking lot, between Quail and Routt Streets. The site is zoned Residential -One (R-1) and was originally platted as Lot 2 of the ABC subdivision plat which was approved in 2006. This site is currently undeveloped and is 7.88 acres in size. Lena Gulch crosses the northwest comer of the property, and its tributary traverses the property entering the site at the southeast comer. The northwest portion of the property is encumbered by a 100 -year flood plain designation. Currently, the 7.88 acre parcel has no direct street frontage, however, another piece of property has been incorporated into the subdivision to provide right-of-way from Quail Street to the east aligning with West 33d Avenue. This parcel is 54,970 square feet in size or 1.26 acres. In order to meet City and state subdivision law, this property, which is under separate ownership, has been included in the plat document. This ownership parcel has direct access onto Quail Street and has a single-family residence on it addressed as 3345 Quail Street. The southern portion of the site is vacant and will become a new development parcel with the remainder conveyed to the developer for right-of-way to be dedicated to the City with tracts for entry improvements. Surrounding zoning and land use The development parcel is entirely surrounded by properties that are also zoned R-1. Single- family homes are immediately adjacent to the cast; vacant properties are located to the west and north with sing] c- fiarnily residential beyond. The ABC parking lot and education building abuts Council Action Form — Quail Hollow September 22, 2014 Page 3 the property to the south. Across Quail Street to the cast is Prospect Valley Elementary School and smaller single-family lots zoned Residential -One A (R -IA). The proposed plat document is comprised of three sheets. Sheet I is the declaration page and contains the legal description, required signature blocks for property owners, recording and notes. The notes, among other things, contain the City's standards language regarding easements and detention pond maintenance. It also includes a note regarding maintenance of tile common elements in the development. Sheets 2 and 3 contain the layout of the subdivision. The plat will subdivide the property into 13 lots, 12 of which will be developed with single-family structures. All lots meet or exceed the R -I minimum lot size of 12,500 square feet and lot width of 100 feet. The subdivision includes an existing parcel on Quail Street - a portion of which will be purchased and used as public street access to Quail. The lot from which the land will be removed (3345 Quail) has an existing single- family residence on it. The property acquisition for right-of-way will not reduce the lot below the R- I development standards for lot size and width and will create another conforming development lot on Quail (Lot 12). A new street called W. 33"' Avenue will be extended west from Quail Street for access into and through the subdivision. West 33d Avenue extends west to the terminus of the property which could facilitate street extension if the vacant land to the west were subdivided. Lots I I and 12 will gain access from 33"J, Avenue. Quail Court extends as a cul-de-sac bulb north and provides access for Lots I — 10, Both Quail Court and 33 d Avenue will be full -width, dedicated local streets with 53 and 51 feet of width, respectively. Curb, gutter and attached sidewalk will be installed on both sides of the street. There are several tracts shown on the plat. Tract A encompasses the Lena Gulch drainage way and the portion of land encumbered by the I00 -year floodplain. Tract B located in the northwestern portion of the property will serve as a storillwater quality detention area, Tracts C and D serve as cul-de-sac "eyebrows" which could be vacated back to the owners of Lots I I and 12 if W. 33d Avenue is extended to the west. Tracts D and E are dedicated as tracts to serve as entrance features which could be used for landscaping and signage. Tracts A, B, D and E will be maintained by the Homeowners' Association (HOA). The HOA will be responsible for maintenance of all detention areas and the Lena Gulch 100 -year floodplain. Staff will require review and approval of the HOA covenants to ensure that adequate provisions for maintenance have been made. An existing detention easement which was platted with the original ABC subdivision is not required for detention anymore and is being vacated by separate document. This case has been through a standard referral process and all agencies call provide service subject to improvements installed at the developer's expense. Public Works has reviewed and approved a drainage plan and report for the property, Council Action Form — Quail Hollow September 22, 2014 Page 4 RECOMMENDED MOTION: "I move to approve Resolution No. Sl-�2101 4 a resolution approving a 13 -lot subdivision plat with a right-of-way dedication for property zoned Residential -One (R-1) at 3301 and 3345 Quail Street (Case No. S-14-02/Quail Hollow), for the following reasons: 1. City Council has conducted a proper public hearing, which met all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2. The requested subdivision has been reviewed by the Planning Commission, and their recommendation was forwarded for approval. 3. The subdivision plat is in compliance with the R- I zone district standards and Article IV of Chapter 26 of the Code of Laws. With the following conditions: I A Subdivision Improvement Agreement is executed whereby all public improvements are in place prior to issuance of building pen -nits for individual lots. 2. The developer pays parks fees at the time of plat recording in the amount of $32,464.77. 3. The Homeowners' Association covenants are reviewed and approved by staff." El "I move to deny Resolution No. 52-2014, a resolution approving a 13 -lot subdivision plat with a right-of-way dedication for property zoned Residential -One (R-1) at 3301 and 3345 Quail Street (Case No. WS- I 4-02/Quail Hollow), for the following reasons: I. 2. 3. and direct the City Attorney to prepare a Resolution of Denial, to be scheduled for Council consideration at the next available regular business meeting." REPORT PREPARED/REVIEWED BY: Meredith Reckert, Senior Planner Kenneth Johnstone, Community Development Direct Patrick Goff, City Manager I ATTACHMENTS: I . Resolution No. 52-2014 2. Planning Commission staff report from August 21, 2014 1 Planning Commission minutes from August 21, 2014 4. Planning Commission staff report froin July 17, 2014 5. Planning Commission minutes from July 17, 2014 Resolution No. 52 Series 2014 TITLE: A RESOLUTION APPROVING A 13 -LOT SUBDIVISION PLAT WITH A RIGHT-OF-WAY DEDICATION FOR PROPERTY ZONED RESIDENTIAL -ONE (R-1) AT 3301 AND 3345 QUAIL STREET (CASE NO. WS-14-02/QUAIL HOLLOW) WHEREAS, Chapter 26, Article I of the Wheat Ridge Code of Laws es Plats; and, WHEREAS, an application for a subdivision plat was received to subdivide property located at 3301 and 3345 Quail Street in a Residential -One (R-1) zone district; and, WHEREAS, all referral agencies have reviewed the request and do n have concerns; and, i WHEREAS, all required publishing, posting and notification requirements for a September 22, 2014 City Council public hearing have been met. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Wheat Ridge, Colorado, as follows: 1 - City Council has conducted a proper public hearing meeting all public notice requirements as required by Section 26-109 and 26-407 of the Code of Laws. 2. The requested subdivision has been reviewed by the Planning Commission, which has forwarded its recommendation. 3. The subdivision plat has been found in compliance with Article IV of Chapter 26 of the Code of Laws. I - A Subdivision Improvement Agreement is executed whereby all public improvements are in place prior to issuance of building permits for individual lots. 2. The developer pays parks fees at the time of plat recording in the amount of $32,464.77. I The Homeowners' Association covenants are reviewed and approved by staffi DONE AND RESOLVED by the City Council this 22nd day of September, 2014. By: ATTEST: Joyce Jay, Mayor Janelle Shaver, C�h—yd rk N City of WheatFIjAic COMMUNITY DEVELOPMENT City of wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F 301235-2857 August 29, 2014 WEEM� At its meeting of August 21, 2014, Planning Commission recommended APPROVAL of Case No. WS -14-02, a request for approval of a 13 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street and 3345 Quail St, for the following reasons: I The revised subdivision plat is consistent with the approval by the Army Corps of Engineers, 2 The proposed lots meet or exceed the R-1 zone district regulations. 3. All requirements of the subdivision regulations have been met. 4. Utility districts can serve the property with improvements installed at the developer's expense. With the following conditions: 1. A Subdivision Improvement Agreement be executed whereby all public improvements are to be in place prior to issuance of building permits for individual lots. 2. The developer pay park fees at time of plat recording in the amount of $32,464.77. 3. The Homeowners' Association covenants be reviewed and approved by Staff. Your request for approval of a 13 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 quail St. and 3345 Quail St. is scheduled for public hearing before City Council at 7:00 pm. on September 22, 2014. Please feel free to contact me at 303-235-2846 if you have any questions. Scly, r1y\ Kim Waggoner Administrative Assistant Enclosure: Draft of Minutes cc: WS -14-02 (case file) WNUMM wwwA.wheatridge.co.us M Daniel Boise 3433 Wadsworth Blvd. Mr. Boise inquired about 38"' and Wadsworth. He stated he knows there is a lot of opposition to a Walmart at that location, Ms. Reckert stated there is a potential developer who is assembling the parcels for a mixed use development but,?, &EfflIbK"4= wn7d*?I'wP>7T� �JaMecFfyls. Xeckem Ms. Reckert stated a public hearing case was continued. She stated only I t public testimony. The revisions are t 6 Ms. Reckert presented the c, the staff table. She entered i materials, the zoning "ordinar established jurisdi"OR" She to City Council Which Is the presentation.' She stated t e 25, 2014 with auth r*zatio ` , , J At X - WO, (This case was continued from ile and packet tal Presentation. She a recommendation a report and digital `IV odifications proposed. all I�n OfMmodlfibd so the storm water enters the site and "i "Nphits the street it is then piped, daylights de -sac and runs into Lena Gulch. The minor to be accommodated on the property, Those flows f the property in a drainage easement. The drainage in the south eastern portion affects the lots on the east side of 64�rt reducing the number of lots from 6 toamount of I Mr d the lot sizes on the east side of the subdivision have She stated the flag lot design for Lot 11 is necessary for the effective development of land. This design was most desirable based on street layout and drainage and meets the flag lot criteria contained in the Subdivision regulations, W.Aula De .3 to 6 feet of fill depending on the location and showed cross sections detailing the proposed lots post -development with their relationship to adjacent properties. Planning Commission Minutes August 21, 2014 Commissioner WEAVER expressed concern regarding the drainage system. She asked how the water volume will change with the development. Ms. Reckert stated that a drainage report has been reviewed and approved. There is currently no drainage accommodation on the site and the proposed improvements will help the current situation. Commissioner WEAVER asked if Lena Gulch can accommodate the extra drainage. Ms. Reckert stated the tributary to Lena Gulch is Quail Creek and those are waters that the developer has to continue to accommodate because historic flows must be maintained, These flows will go into a Pipe that runs along the eastern, boundary of the subdivision to Lena Gulch. MIT -4,11114001 I IN* I I ' I F MR; Commissioner DORSEY cornmented water. MM M - flood. The development development is not creating any more Lot 5 and its relationship to ie lot size and the building an what is required. He showed photos eaver wondered whether Consolidated Wat lftklv--mr t NFUMM Planning Commission Minutes August 21, 2014 Mr. Brink stated in response to floods last fall, several entities including Consolidated Water, Urban Drainage District, City of Wheat Ridge and Lakewood meet several times to review the emergency procedures for the damn. The emergency plan is currently being updated based on the modeling and actual rainfalls last fall. Debbie Perri 3831 Miller St. Ms. Perri owns vacant property . to the west. She read a letter into the record regarding her concerns a Brian Carter 2290 Crest Dr., Lakewood, CO Mr. Carter expressed concern about the increase in the amount of impervious area due to development of the site and the impactoriLena Gulch, Arthur Gibbard 0 3415 Quail St. Mr. Gibbard lives on Quail cone ard. He i waters coming into his d the fill I �12 # W%6hip of the tow ertywW Steve 4 i McKindry as the I M#weTian(Vis,notpoing touched and asked the applicant shol 0 . plain m§Ufance will not be necessary at this time as the �qf the flod Z M! 3415 Quail St. Ms. Gibbard expressed concern about flows in Lena Gulch and wondered how the water coining from Lakewood would be dealt with, ITir. Lyons stated on'average the fill will be three feet not six feet. The grade will not change for the homes abutting the existing homes. Discussion continued regarding about the drainage system, the proposed fill dirt ail rrnpact on adjacent properties. Commissioner OHM asked about the size of the swale and whether trees and shrubs can be planted in it. Mr. Lyons stated the intention is to put plant materials at the top of the Planning Commission Minutes August 21, 2014 swale along the driveway. Mr. Bishop clarified that the swale is eight feet wide with o foot of freeboard so four which should accommodate trees and shrubbery. I Chair BRINKMAN closed the public hearing. It was moved by Commissioner BUCKNAM and seconded by Commissioner OU to recommend approval of Case No. WS -14-02, a request for approval of a thirtee lot major subdivision plat for property located at 3301 and 3345 Quail Street, for the following reasons: 1. The revised subdivision plat is consistent with,a s tI b14 the ArnL�MiksiVp of Engineers. 2. The proposed lots meet or exceed t a #lations. 3. All requirements of the subdon t aet. 4. Utility districts can serve the pro a artve*�"stalled at the developer's expense. sioners WEAVER, TIMMS and POPP voting Ms. Reckert stated the case will be heard by City Council on September 22. The commission took a 10 -minute break at 8:21 p.m. B. Case No. WZ-14-06: A request filed by Calier Capital, LLC for approval of a zone change from Residential -Two (R-2) to Planned Residential Development (PRD) with an Outline Development Plan for property located at 7671 W. 32d Avenue and 3299 Wadsworth Boulevard, Ms. Reckert presented the case. She entered into the record the contents of the case and packet materials, the zoning ordinance, the comprehensive plan and the digital f presentation, Jurisdiction was established. She stated Planning Commission will make] Planning Commission Minutes August 21, 2014 PUBLIC HEARING ROSTER CITY OF WHEAT RIDGE PLANNING COMMISSION August 21, 2014 Case No. WS -14-02: A request filed by William Lyons, Jr, for approval of a 13 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street and 3345 Quail Street. (This case was continued from the public hearing on July 17, 2014.) (Please print) Narp,e__ Address In Favor/Opposed ie, C C r t V/ 'S+ LL )7ttz City of WheatP,,�dgiei�MUNITY DEVELOPMENT CITY OF WHEAT RIDGE COMMUNITY DEVELOPMENT STAFF REPORT TO: Planning Commission CASE MANAGER: M. Reckert CASE NO. & NAME: WS-14-02/Quail Hollow DATE OF MEETING: August 21. 2014 (continued from July 17, 2014) ACTION REQUESTED: A request for approval of 14 -lot subdivision plat on property zoned Residential -One (R-1) LOCATION OF REQUEST: Approx. 3301 Quail Street and 3345 Quail Street APPLICANT: William Lyons APPROXIMATE AREA: 9.15 acres PRESENT ZONING: Residential -One (R-1) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Planning Commission WS-14-02/Quail Hollow ATTACHMENT 4 All notification and posting requirements have been met: therefore. there is jurisdiction to hear this case. I. REQUEST The applicant is requesting approval of a 13 -lot major subdivision on property zoned Residential -One to accommodate 12 new single family residential dwelling sites. The property is located at approximately 3301 Quail Street and 3345 Quail Street. Because this is a major subdivision, Planning Commission will be providing a recommendation to City Council who will be the final authority for approval. This case was heard by Planning Commission on July 17, 2014 but was continued due to modifications to comply with Army Corps of Engineers requirements. Attached as reference are the Planning Commission minutes from July 17, 2014. (Exhibit 1, minutes) In this report, only the new plat design will be discussed, in addition to other items brought up at the July 17 hearing. II. SUBDIVISION PLAT MODIFICATIONS Case No. WS -14- 02 was continued from the Planning Commission meeting on July 17, 2014 to August 21, 2014 so that a revised plat could be prepared to meet the requirements of the Army Corps of Engineers regarding stream modification. The applicant received the Nationwide Permit No. 29 on July 25, 2014. The permit allows them to construct the improvements as proposed. Attached as Exhibits B and C are copies of the July 17 plat and the August 21 plat. (Exhibits 2 and 3, original and revised plat) The plat and drainage system have been modified so that storm water enters the site at the southeast corner and is conveyed in an open channel across what was formerly Lot 2 in an area identified as Tract G. Once the creek meets Quail Street, it is piped under the street and then daylights from the cul-de-sac bulb back into an open channel that runs northwest to the open space area. The minor tributary to Lena Gulch carries a substantial amount of off-site drainage flows generated by properties to the south and southwest, which must continue to be accommodated on the property. As such, there is still a conveyance pipe that runs along the eastern perimeter of the subdivision to convey these flows. The drainage design revisions impact all of the lots on the eastern side of Quail Court. With new Tract G, which accommodates a portion of the open drainage channel, the number of lots on the east side of the street is reduced from 6 to 5. The excess land from original Lot 2 (minus Tract G) has been primarily allocated to Lots 1 and new Lot 2 but all of the lots along the eastern perimeter are somewhat modified in size and configuration. The lots on the western side of Quail are not impacted in regard to size but they have been renumbered because one lot is being displaced by the new drainage tract. Likewise, the two lots on Quail Street have not been impacted but they have also been renumbered. Tract A has also modified to accommodate the open channel and expands its size from 80,536 sf to 82,156 sf. Planning Commission 2 WS-14-02/Quail Hollow All of the lots within the revised plat meet or exceed the R-1 zone district standards. Below is a table which compares lot sizes and numbers between the two plat versions. Lot # Lot # Original plat Revised plat Lot 1 Lot 1 16, 043 sf 16,453 sf Lot 2 Tract G 14,937 sf 6466 sf Lot 3 Lot 2 15.625 sf 17,081 sf Lot 4 Lot 3 14,465 sf 18.959 sf Lot 5 Lot 4 20,393 sf 22,044 sf Lot 6 Lot 5- 16,71 1 sf 14,410 sf formerly Lot 6 Lot 7 Lot 6 — 14,869 sf 17,712 sf formerly 7 Lot 8 Lot 7 — 17,712 sf 15,000 sf formerly Lot 8 Lot 9 Lot 8 — 15,000 sf 14,966 sf formerly Lot 9 Lot 10 Lot 9 — 14,966 sf 17,075 sf formerly Lot 10 Lot 1 1 Lot 10 — 17,075 sf 20,487 sf formerly Lot 11 Lot 12 Lot 1 I — 20,487 sf 16,224 sf formerly Lot 12 Lot 13 Lot 12 16,224 sf 23,281 sf formerly Lot 13 Lot 14 Lot 13 — 23,281 sf 23,281 sf formerly Lot 14 Planning Commission WS-14-02/Quail Hollow 111. OTHER ITEMS The following additional items were discussed on July 17 for which staff provides the following information. Flag lots Discussion at the July 17 public hearing included the configuration of Lot 11 within the proposed subdivision plat. It was referred to as a "flag lot" and it was asked whether alternate designs were considered which eliminated the long drive portion of the property. Lot 11 has an irregular lot shape with a large buildable portion on the north and a long driveway which extends south to 33`d Avenue. On Lot 11, a breakdown is provided as to square footage of the buildable area and the driveway. The subdivision regulations were recently amended and specifically address flag lots. While they are discouraged, there are criteria that need to be met in order to plat in this configuration. See language below: " 1. Flag lots are not encouraged but are permitted when they are the most appropriate development option as determined by the community development director. Use of a flag lot design shall meet the following criteria: a. The minimum width of the pole portion abutting a public street is 25 feet. b. Use of a flag lot design is necessaryfor effective development of land. c. The proposed design does not negatively affect public safety and includes clearly defined access for private use and for emergency service. " The applicant has provided exhibits which demonstrate how this property will likely develop and treatment of the driveway. (Exhibits 4 and 5, flag lot renderings) Staff concludes that Lot I 1 meets the criteria specified in the Subdivision Regulations and recommends its configuration be left "as is". Fill dirt On July 17 concern was expressed regarding the amount of fill dirt being put on the property and how this will relate to adjacent homes on Quail Street. The applicant has provided exhibits which show two section profiles and the relationship to the existing houses to the east. (Exhibits 6 and 7, plan view and cross-section) I11. STAFF CONCLUSION Staff concludes that the revised subdivision plat is consistent with the approval by the Army Corps of Engineers. Staff further concludes that the plat is consistent with the City's R-1 zone district minimums and that all requirements of the subdivision regulations have been met. For these reasons, a recommendation of Approval is given with conditions itemized in Option A of the recommended motions. IV. RECOMMENDED MOTIONS OPTION A. "1 move to recommend APPROVAL of Case No. WS -14-02, a request for approval of a thirteen -lot major subdivision plat for property located at 3301 and 3345 Quail Street, for the following reasons: Planning Commission 4 WS-1402/Quail Hollow I . The revised subdivision plat is consistent with the approval by the Army Corps of Engineers. 2. The proposed lots meet or exceed the R-1 zone district regulations. 2. All requirements of the subdivision regulations have been met. 3. Utility districts can serve the property with improvements installed at the developer's expense. With the following conditions: 1. A Subdivision Improvement Agreement be executed whereby all public improvements are in place prior to issuance of building permits for individual lots. 2. The developer pay parks fees at the time of plat recording in the amount of $32,464.77. 3. The Homeowners' Association covenants be reviewed and approved by Staff." OPTION B: "1 move to recommend DENIAL of Case No. WS -14-2, a request for approval of thirteen -lot major subdivision plat for property located at 3301 Quail Street, for the following reasons: 2 3." Planning Commission 5 WS-14-02/Quail Hollow EXHIBIT 1: PLANNING COMMISSION MINUTES A. Case No. WS -14-02:. A request filed by William Lyons, Jr. for approval of 14 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street and 3345 Quail Street. Ms. Reckert presented the case. She entered into the record the contents of the case file and packet materials, the zoning ordinance, the comprehensive plan and the digital presentation. She stated the public noticing and posting requirements have been met. Planning Commission will make a recommendation to City Council which is the final authority. She reviewed the staff report and digital presentation. Ms. Reckert added a condition to the recommended motion regarding plat modifications and review by the Army Corps of Engineers. Commissioner OHM asked for confirmation of the 2014 floodplain map and if any lots exist in it. Ms. Reckert stated none of the lots are in the 100 -year floodplain. Commissioner TIMMS had questions about proposed Lot 12 in regards to flag lots. Ms. Reckert stated that the subdivision regulations were modified to exclude the flag pole portion of the Lot in the area calculation but has not done the calculation for remaining lot size for Lot 12 Commissioner TIMMS wonders if any other design options were discussed because it looks like a leftover and is not part of the rest of the subdivision. Ms. Reckert stated different plat design options were considered and felt this was the best option. Commissioner BUCKNAM inquired about Tract A which contains Lena Gulch and asked if the development would require modifications to the water course. Ms. Reckert replied no. Commissioner BUCKNAM asked whether it will remain in its current state in terms of contours, vegetation, etc. Ms. Reckert replied yes. Commissioner BUCKNAM asked if any modifications have been made in 1,000 meters in either direction. Ms. Reckert stated in the late 1980's there was a channelization project completed by the City and Urban Drainage and Flood Control from Parfet to Kipling which impacted this area. Chair BRINKMAN asked if street parking would be available since the roads will be considered fire lanes per Wheat Ridge Fire Department. Ms. Reckert stated Wheat Ridge Fire Department did approve on -street parking. The cul-de-sac bulb will be most affected. Chair BRINKMAN stated it will not actually be a fire lane as read into record. Ms. Reckert stated that will function as a fire lane but will be allowed to have parking. Chair BRINKMAN asked if any future plat reviews would be administrative. Ms. Reckert replied any major changes would be reviewed by Planning Commission. Chair BRINKMAN inquired about the tributary to Lena Gulch that dissects the property. Ms. Reckert deferred to the developer. Planning Commission 6 WS-14-02/Quail Hollow Chair BRINKMAN inquired about the drainage for the Applewood Baptist Church (ABC) parking lot to the south of the project. Ms. Reckert stated when the ABC property was originally subdivided, a drainage pond was built to the north with a conveyance pipe running along the west side to Lean Gulch. Chair BRINKMAN inquired if the property to the west is developed can they use 33d Avenue to connect to Routt Street? Ms. Reckert said yes. Chair BRINKMAN wondered what the impact would be if FEMA modifies the 100 -year floodplain prior to the property being developed. Ms. Reckert stated FEMA does not often update the limits of the floodplain and it is usually a long process. William Lyons, Jr. 6003 Willow Creek Dr., Greenwood Village, CO Creekside Communities Mr. Lyons stated the goal of the project is to focus on homes built for the empty nester. The homes will be single story with three and four car garages with steeper tiled roofs that have 12 foot ceilings with a focus on energy efficiency. Mark Bishop 3645 Lewis St., Wheat Ridge, CO Jehn Engineering Mr. Bishop explained how the drainage for the church along the property lines will function and drain into Lena Gulch. He presented a modified lot layout and stated potential design changes are a result of national permit issued in 2009 by the Army Corps of Engineers. Discussion continued regarding the Army Corps' permitting process and impact on the subdivision design. Lot 2 will be replaced by a drainage conveyance tract that will be turned into an amenity for the development. The lot lines in tract A were widened to accommodate the wetlands on the property. Commissioner BUCKNAM asked if this new configuration will appease the Army Corp of Engineers. Mr. Bishop stated yes. Commissioner BUCKNAM asked what further approval is required to move forward. Mr. Bishop stated a formal submittal followed by 30 to 45 days process and permit is issued. Mr. Bishop stated he was hoping for approval of the plat in concept and will continue working with the Army Corps. They hope to get City Council approval but cannot be recorded until the Army permit is received. Commissioner BUCKNAM asked if the case should be continued. Ms. Reckert answered that if Planning Commission feels comfortable with moving forward with the plat in concept, then the plat can be forwarded to City Council. Commissioner DORSEY asked now that wetlands are being created within the development will it be open area or will it connect to walking trails along Lena Gulch. Mr. Reckert stated Lena Gulch currently is just a wildlife corridor and not designated as a walking trail. Planning Commission WS-14-02/Quail Hollow Commissioner DORSEY asked if a Homeowners Association will maintain this new area. Mr. Bishop replied yes. Chair BRINKMAN asked if fill will be added for the lots. Mr. Bishop stated due to groundwater there will need to be anywhere from 3 feet to 6 feet of fill brought in. Chair BRINKMAN inquired about future drainage concerns and what entity would work with the Army Corp of Engineers to review this. Mr. Bishop stated the Homeowners Association. Chair Brinkman opened the public hearing. Caroline Green 11254 W. 38`h Ave, Wheat Ridge, CO Ms. Green stated concerns about Lena Gulch and the coordination of all parties involved including the Army, developer, City and Urban Drainage. Arthur Gibbard 3415 Quail St., Wheat Ridge, CO Mr. Gibbard wants to know how the fill will affect the properties on Quail Street as well as the flood plain. He has seen Lena Gulch overflow over the years and is concerned that there will be impacts as a result of the development. He would prefer the area remain undeveloped. Amy Sares 3455 Quail St., Wheat Ridge, CO Ms. Sares stated she has also seen the property flood over the past eight years from Lena Gulch and is concerned. Discussion continued regarding past storm events and impact on the property and the neighborhood. Commissioner BUCKNAM stated he was at Prospect Valley Elementary last fall just previous to the September floods and saw how heavy the water can get on Quail Street. He wonders do we need to take into consideration the amount of drainage down Quail along with the proposed wetland mitigation to help this. Mr. Brink stated the proposed drainage pipes are very large and will provide relief to the area that they previously have not had in the past. Mr. Bishop readdressed the Commission and citizens stating that in this project they have designed it to also improve the Quail Street drainage issues to get the water to Lena Gulch. Also with the added curb, gutter and sidewalks in this subdivision, water that has been flowing down Quail Street should now be directed to 33`d Avenue. Commissioner OHM asked what would have happened if we didn't know about this change from the Army and approved the plan as is, would it come back to Planning Commission and City Council. Ms. Reckert stated it depends if it needs to have a new plat or not. When it becomes more of an impact to the overall area, then they would be reviewed by Planning Commission and City Council. Planning Commission 8 WS-14-02/Quail Hollow Mr. Brink also stated that the new proposal is consistent with the past plan and is really not a large change as far as Public Works is concerned. CHAIR BRINKMAN closed the Public Hearing Commissioner BUCKNAM stated he appreciates the work the applicant has put into accommodating the wetlands retention in the revised plat. Since that revision was included in the presentation, it is part of the case. He would like to consider a continuance. Commissioner TIMMS stated he concurs with Commissioner Bucknam and feels it warrants further discussion. Commissioner OHM stated he is okay with a continuance or to move forward tonight. He also would like to see Lot 12 reconfigured if at all possible. It was moved by Commissioner BUCKNAM to continue the case u ntil August 21, 2014. The applicants can resubmit their plans with a modified plat that reflects removal of Lot 2 thereby giving staff and Planning Commission enough time to review. The motion was seconded by Commissioner OHM. Motion approved 4-1 with Commissioner Brinkman voting no. 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I � tihlw 1 AL"1Kt � a R Al. ,..� z 7 „w0 9� �Fpj I �Ky4 S A R SI A A 31 A A L $ A �canazzcae$iEciE'coEEEb$a 94Y ovac lssr oan.y �o tlsra — ,r9 fiat Bl[C.BIbYS 0 N V 1- • ._ -- -- — _... _ r $fib 0. Fyy �oLcili�� 94Y ovac lssr oan.y �o tlsra — ,r9 fiat Bl[C.BIbYS z VO f r .a� 3�1A:7AY AtL'C JS3r Oa+cr, tt3r gypre 4r�-.ro-.Lx�tau k '� 'bY, O� C 1911rtearr ,=o ) 0 N V 1- • ._ -- -- — _... _ r 9E I x� YL'ttl /A,{L,.OW sYs I . 1^L'1 r- Iry m Deco �, j. I � tihlw 1 AL"1Kt � a R Al. z VO f r .a� 3�1A:7AY AtL'C JS3r Oa+cr, tt3r gypre 4r�-.ro-.Lx�tau k '� 'bY, O� C 1911rtearr ,=o ) I s A. £y� �ppftl Jrnir iYQ3�f 0 N �.L 1- • ._ -- -- — _... _ r a ,..� z 7 „w0 9� �Fpj I I s A. £y� �ppftl Jrnir iYQ3�f �a r C• I I I I s A. £y� �ppftl Jrnir iYQ3�f EXHIBIT 3 - AUGUST 21, 2014 PLAT Planning Commission WS-14-02/Quail Hollow i o IIT :.7 5 .� '► a i bdF I I� � T I —,—T -- O x F 9 y ge 8 e $ a s f3 11 H. 55 � 11 R a.a�l Its l0 3 YeCC� a k'I IT- $. �' Y - '1e� Sty B! a2 s �• E' .�. 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It t X} A 9t A A / 4 c��aoecOeEEEafiEE6EE8688 '3nr on•..s tsar .W CZ9t� �S.6t btK t ms.nY,.o ool.,v IXYI.J.•er ��[ ..,pp '.�r+,� Is�we ac.m.-r.0[6t8,'�'!s. 6 �n-.; .. .. . .. . • a +T.Fi i,::�-3n,r.+ss �sa�r nv;-n jj ISI I��s� ION \ R �Sif I 5 I s=� I • g�� Y6 I Rr Xi f _It - I Y e t I t 1 ee illy, ^i F --------- LI (Xxs �2 `ss� c fix.. p }� y..l Pl 1tS FX \[tE�6 I I N 3 d ` : 33IN, p �'� F' I ��j •�� -ter- _ t t t N t � 'MSf ,.9 F. bFu � r -Y � „f9f0YYt �3Y S.J016 JtI -'00" �,VI,I 0 9WE R„ sags - ulj S•.y o F9� i� "Ut I� a t� 1 ��a7g7��h R s'm�mro1'a`ly JSYO' •• 1tS FX \[tE�6 I I N 3 d ` : 33IN, p ► E ,.9 F. bFu � r -Y � „f9f0YYt �3Y S.J016 JtI -'00" �,VI,I 0 9WE R„ sags - ulj S•.y o F9� i� "Ut I� a t� 1 ��a7g7��h R s'm�mro1'a`ly JSYO' •• 1SIA aHi•qsn _ .MfL9z9i �iS,61.6BS A; v w Q � a�Rois I I i iiyy�sai33iqq n �Ar• 3 _. i f v wsr .tsar CL F O CCi r 11 1 x1 X i x x 11 R a d 7p�t -* 1 s R ? g y 11 ^� S PC i l a z 9 n! ` T a i t$ e x yyto� R a Y R �0o 0 � i L -a Z i! G L E E 37 G a 1SIA aHi•qsn _ .MfL9z9i �iS,61.6BS A; v w Q � a�Rois I I i n �Ar• 3 _. i f v wsr .tsar CL F O CCi r . ' �r O w, ! i a �0o 0 � i 1 v z a w F v O a z 0 5y F Q h t 1SIA aHi•qsn _ .MfL9z9i �iS,61.6BS EXHIBIT 4 - RENDERING OF LOT 11 LAYOUT iUL LDS 11NvsCwP!' FiAn' 59-6. OL _ f m 100' 23' 10 2'-5' w 3 rt 6 L QUAIL HOLLOW Planning Commission WS-14-02/Quail Hollow OU- R —...... M— — EXHIBIT 5 - RENDERING OF HOME ON LOT 11 QUAIL HOLLOW W%Wmop ub. pg*,3,mt. Planning Commission 14 WS-14-02/Quail Hollow EXHIBIT 6 - CROSS SECTION LOCATIONS LJ o i �" rr - rr , ' rr st4 ■ r i— — — — — — — — — — — — - � � - gym, .r■ � � . 13 I ! �--N—'----�-- �-�---'�-------�-----',_`—_�------�-�------i„f—,,,..ems- y� -�—r-�' �Im• Mrs ' I ,aa,z I , Ij _ Planning Commission WS-1402/Quail Hollow EXHIBIT 7 - CROSS SECTIONS WITH FILL DIRT -3. IECT N cRoss i EC 11CM t ]]d^{ - -- a. Planning Commission 16 WS-14-02/Quail Hollow QWNER'S CERTIFICATE WE, ILY O. 40L 0* PATIO HOMES, U.C. BEIK THE OWNERS 01 REAL PROPERTY CONINVNG 4 145 ACRES MORE OR LESS. BEING DESCRIBE- AS FOLLOWS: LOT 2. APP_EM'JOD BAP1157 CHURCH su9DNamN. Carom OF JEFFERSON, STATE OF COLORADO. AND BEING FURTHER DESCRIBED AS FOLLOWS: LOTS. THE SOUTH 10 FEET Of LOT 4, AND THE NORTH 200 FEET OF LOT 6. APPLEWOOD KNOLLS - 12TH TUNIC. COUNTY OF JEFFERSON. STATE OF COLORADO. EUTr a WHEAT 4 TLF FERSONFIEL PLEASE NOTE THAT THE FX P110N PARCEt UEN71 N LINE TOLf tgIM1TMFM Fpt THE N I MERIT` 5 TO BE RFI INOURHEO By THE Cm 6BQ plih DFIXCATFD OLS cHnK.' ON 1Ha5 PaT THF PROCfSS TO DOINGUSH THE FXCSPTIf]I: PARCFI R LA!LF'RIYAY A W'I BE REM,5U FROM '( rj F LINE., •FN^. NFF(XNE ENA RE 96L610N THIS /67TT��J__7_ T() A PARCEL OF LAND BE04C A PORTION OF APPLEWOOF BAPTIST CHURCH SUBDIVISION REC. /2006142621, AND A PORTION OF APPLEWOOD KNOLLS 12M FILING REC /FO397126, BOTH SENO LOCATED IN THE NORTHWEST QUARTER OF SECTION 26. TOWNSW 3 SOUTH. RANGE 69 WEST OF ME 6TH PRINCIPAL 11010 N, City OF WHEAT RIDGE. COUNTY OF JFTTTRsok STATE OF COLORADO AND BElK MORE PARIICULAR,Y DESCRIBED AS FDLLDWS, BASIS Or BEARING BEARINGS ARE BASED ON THE SOUTH LIE OF 11E NORTHWEST QUARTER Of SAID SECTION 28, BONG CONSAIEREO TO BEAR SOUTH 89'19'55 REST, A IXSIANCE OF 262364 RET BETWEEN THE FOLLOWING DESCRIBED MONUW M5: -CENTER OUARTER CORNER SEC70N 28 BEING A FOUND x.25' BRASS GAP IN RANGE BOT MATCHING MONiARNT RECORDS ON OLE MEAT RIDGE CONTRCA POEM NUMBER 16309 - WEST OWRTER CORNER SECTION 28 REWIC A FOUND 375' BRASS CAP N RANCE BOX MATCHES MONUMENT' RECORDS ON FILE MEAT RIOCE CONTROL PONT NUMBER 16709 COMMENCING AT SAID CENTER OIAIRTER CORNER. THENCE ALONGSN D SOUTH LINE OF THE NORTHWEST OIYNTER SOUTH 69'19'53' WEST, A DISTANCE OF 1.475 70 FEET TD A PONT WHERE THE EAST LANE a LOT 1 OF SAID APPLEWDOO BAPTIST CHURCH SUBDIVISION DrTENDED INTERSECTS SAID SOUTH LUNE: THENCE ALONG SNO EAST LRC AND CAST LNC MENDED NORTH 00'30'57' WEST, A DISTANCE OF 610.80 FELT TO THE SOUTHEAST CORNER OF LOT 2 OF SAID APP,EwCOC BAPTIST CHURCH AND FIVE PCIM OF BEGINNING; THENCE ALONG THE COMMON LINE OF SAID LOTS 1 AND 2 SOUTH 891954' WEST, A DISTANCE OF 492.70 FEET 10 THE SOUTHWEST CORNER OF S40 LOT 2. THENCE KONG THE BOUNDARY OF SVD LOT 2 THE FDUOW54 THREE (3) COURSES AND DISTANCES. 1)THENCE NORTH 00'3434' WEST. A OISTANIX OF 696.M FEET: 2)THETOE NORTH 891526' EAST, A OISTANCE OF 491.43 FEET: 3)THENCE SOUTH W30 -5r EAST, A DSTANCE OF 43245 FEEI; THENCE ALONG THE NORTH LINE OF THE SOUTH 1000 FEET Or LOT 4 SAID APPWWOOO KNOLLS 12TH LIN FG NORM 8923'02' EAST. A DISTANCE OF 177.57 FEET TO THE WESTERY RTCAR-OF-WAY OF OLS ST.: THENCE ALONG SAID WESTERLY FIGHT -OF -WAY SOUTH 0027'45' LAST. A DISTANCE OF 309.98 FEET. IHFNCF NON- THE SOUTHERLY UNE OF INC NORTH 200.00 FEET OF LOT 6 OF SAID AFPLEWOLO KNOLLS 12TH FILING SOUTH 89'23'02' WEST. A DISTANCE OF 177.28 FEET TO THE EASTERLY UNE IX SAID LOT 1 APPLEWDOO BAPTIST CHURCH, THENCE ALONG SAID EASTERLY LAE NORM 00'30'57' WEST, A DLSTNNCE Of 45.74 FEET TO THE PONE OF BEGINNING. COMM ATC 398,355 SOWAE FEET OR 9.145 ACRES. MORE OR LESS HAVE LAID OUT, SUBDNOED AND PLATTED SAID LAND AS PER THE DRAWNG HEREON CONTAINED HO UNDER THE NAL, ASTYLE OF $IAL IfAW' tIPUAPCK)N, A S:7BOMSON OF A PART OF THE CRY OF WHEAT RIDGE COLORADO, AND BY THESE PRESENTS DO DEDICATE To THE Cm or WHEAT DOGE AHD THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RAART-OF-WAY. AFD DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR "ICTPA;LI FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS (X REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION. INSTALLATION, OPERATION, MAINTENANCE. REPAIR AND REPLACEWDIT FOR ALL SERVICES. THIS INCLUDES EXIT E NOT UMTED TO TELEPHONE AND ELECTRIC LINES. GAS LINES, WATER AND SWART SEWER LMS HYDRANTS. STORM WATER SYSTEMS AND PIPES. DERW ON PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO BY: WLLIAM S LYONS A. AS MANAGER Ou ILIL HOLLOW PATIO HOMES, LLC 6143 S WILLOW DRRYL SLATE 300 GREENWOOD VILLAGE. GO 80111 FINAL PLAT SIT QUAIL �IOIJMW -BMVISTON A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 1 OF 3 R GENERAL NOTES: 1.) 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 3937 DIVIDED BY 12 U.S SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 2.) ANY PERSON WINO KNOWINGLY REMOVES. ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, LAND SURVEY BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT 10 STATE STATUE 18-4-508, C.R,S. 3.) 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 4.) FIRST AMERICAN TITLE COMPANY, INC. FIEF NUMBER 5520-222578Q EFFECTIVE DATED MARCH 18. 2014 AT 5.00 P.M. (AS TO LOT 2. APPLEW000 BAPTIST CHURCH SUBDIVISION), AND FIRST AMERICAN TITLE COMPANY, INC. FILE NUMBER 5520-22649-11. EFFECTIVE DATED MAY 30. 2014 AT 5 0 P.M. (AS TO THE MRL PROPERTIES). WAS ENTIRELY REUEO UPON FOR RECORDED RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. 5.) JEHN ENGINEERING, INC HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR RECORDED/UNRECORDED EASEMENTS, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE ENOENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITIF SEARCH MAY DISCLOSE 6.) ALL LOT CORNER MONUMENTS SHALL BE SET PER COLORADO STATE STATUTE 3B-51-105. 7.) BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 219 BEING CONSIDERED TO BEAR S 8919'53' W BETWEEN MONUMENTS AS SHOWN WITHIN THIS PLAT BETWEEN CITY OF WHEAT RIDGE CONTROL POINTS /16309 AND 9162M B) TEN -FOOT (10) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS AND FROM AND REAR PROPERTY LINES OF EACH LOT IN THE SUBDIVISION OR PUTTED AREA. FIVE-FOOT (5') WIDE EASEVERn ARE HEREBY CiVJJTEO ON PRIVATE PROPERTY ADJACENT TO ALL SIDE L07 LINES OF EACH LOT IN THE SUBDIVISION OR PUTTED AREA THESE EASEMENTS ARE DEDICATED FOR THE INSTALLATION. MAINTENANCE. AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACIUMS. UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDM540N PERMANENT STRUCTURES AND WATER MCTERS SMALL NOT BE PERMITTED WITHIN SNO UTILITY EASEMENTS. 9.) THE GEODETIC PONT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE HAD 83 HARK STATE PLANE COLORADO CENTRAL FNS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSFICATION OF 0.07 U.S. SURVEY FEET AT THE 951 CONFIDENCE LEVEL. AS DEFINED IN THE GEOSPATIAI POSITIONING ACCURACY STANDARDS Or THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 10.) THIS PUT IS ON THE CITY OF WHEAT RIDGE 'CURRENT CITY DATUM•, DEFINED AS FOLLOWS. A. A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORD;NATE SYSTEM. COLORADO CENTRAL ZONE. 0502. 8. VERTICAL DATUM USED 15 THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV088). C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALFD FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT /1) HAVING THE FOLLOWING NADS3/92. SATE PLANE COORDINATES: PHAC 1: NORTHING: 1701258.75. EASTING3118217.58. ELEVATION 5471.62, 11.) THE AREA MCREIN SHOWN AS 'TRACT A'CONTAINS A REGULATED FLOOOPLAN AND IS HEREBY DESIGNATED AS A NON -BUILDABLE TRACT THAT SMALL BE MAINTAINED BY THE OWNERS. SUBSEQUENT OWNERS, HEIRS. SUCCESSORS, AND ASSIGNS A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT A IS HEREBY GRANTED TO THE CITY OF WHEAT RIDGE. 12.) THE STORMWATER OVALITY DETENTION AREA HEREIN SHOWN AS 'TRACT B' SMALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. A DRAINAGE EASEMENT DYER THE ENTIRETY OF TRACT B IS HEREBY GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE. 50 THAT IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK, THE COST WHICH SAID OWNER. HEIRS. SUCCESSORS, AND ASSIGNS AGREES TO PAY, NO BUILDING OR STRUCTURE WALL BE CONSTRUCTED WITHIN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT APPROVAL OF THE DIRECTOR W PUBLIC WOF;KS 13.) THE AREA HEREIN SHOWN AS TRACTS -C AND 'D' ARE HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. IF, AT A FUTURE DATE. THE CITY WSHES TO VACATE THE TRACT 'C' AND '0' RIGHT-OF-WAY, TRACT -C' WIll BECOME A P7gT OF LOT 11 AND TRACT 'D' WILL BECOME A PART OF LOT 12 14.) PROPERTY IS ZONED RESIDENTIAL-ONC (R-11. 15.) ACCORDING TO FEMA FIRM PANELS 194 A 213 OF 675 BEING MAP NUMBERS 09059CO1941 h W59CO2131 BOM DATED FEBRUARY 5, 2014, THE SUBJECT PROPERTY LIES WT,IN BOTH AE k X ;UNSHADED); ZONE AE: BASE FLOOD ELEVATIONS DETER%wfD. ZONE X (UNSHADED). AREAS DETERMINED TO BE OUTSIDE THE 0.27E ANNUAL CHANCE FLOOOPLAN. 16.) TRACTS E AND F ARE HEREBY DEDICATED TO THE QUAIL HOLLOW HOME OWNERS ASSOGATION FOR LANDSCAPING. ACCESS, DRAINAGE AND UTILITIES 17.) LOTS 13 AND 14 ARE EXCLUDED FROM, AND NOT SUBJECT 70, THE QUAIL HOLLOW HOME O .HERS ASSOCIATION. AT SUCH TIME AS THE OWNERS, HEIRS OR ASSIGNS DESIRE TO JON THE Gl1Ail HOLLOW HOME OWNERS ASSOCIATION. THEY MAY PETITION TO DO SO IN ACCORDANCE WITH THE QUAL HOLLOW COVENANTS. 18.) THE PORTION OF THAI CERTAIN DETENTION EASEMENT AS OEUNEATED ON THE PLAT RECORUEO IN THE OFFICE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY, COLORADO, ON DECEMBER 1, 2006, AT RECEPTION NO. 2006142621 THAT LIES "THIN THE BOUNDS OF THE QUAIL HOLLOW SUBD V19ON, AND HEREIN INDENTIFIFD ON THIS PIAT AS BEING 'HEREBY VACATED BY THIS PLAT SHALL FOREVER BE VACATED. TERMINATED, AND EXTINGUISHED BY THE CITY OF WHEAT RIDGE UPON RECORDATION Of THIS PLAT WITH THE JEFFERSON COUNTY CLERK ! RECORDER'S OFFICE, STATE Of COLORADO ) ACRES Ss 1.849 cou COUNTYY o JDIERSON)_- LOT DATA TRACT C 2925 -TABLE !PARCEL MAW T ACRES THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED MTORF ME THIS _GAT a ___. AD 20__ Br`___� xfCSS W HAND AW OFTtCYIL SFA. W COMMISSION EXOTICSLLAT 7,.,,,,Ircr ILOT 1 0.368 2 0.343 0.036 LOT 3 15625 0.359 T 44465 0.332 llljjjl---OT--- SI _ _ BY LOLA J. HIE A AND MCARTHUR 0 HILL AS OWNERS LOTS 13 AND 14 LOT 6 1 16711 1 0.384 2.365 5.458 1.321 9_1451 3345 QUAL COLORADO LOT 7_ 14869 ( 0WESTMINSTER.WESTMINSTER.. L07 6 I 1771210.407 SATE OF COLORADO ) SS ) 9 1500-� I 0 0.344 0 14966 1 0.344 Ey COUNTY OF JCTERSON) 1 I 17075 I 0.392 1 LOT 12 20467 0.4701 -1 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _J'AI 01 v AD. 20__ BY_, _� WITNFM MY MOND AND OFTION SEAL MY C01wssm EXPIRES: LOT 13 16224 .312 ,LOT 14 I 23281 1 0.5341 TRACT DATA TABLE PARCEL NAME FEETI ACRES TRACT A 80583 1.849 TRACT 8 10878 0.250 TRACT C 2925 0.067 TRACT D 1751 0.040 TRACT E 1555 0.036 TRACT F 5370 0.123 TOTAL OF I TRACTS 103041 TOTAL CY 237788 y OF -WAY 7 61 TOTAL SITE 3963551 2.365 5.458 1.321 9_1451 W,Y.Ir i � I l�_ • 1 VICINITY MAP ~CALL 1'-S00 TANNING COMMISSION ERTIFICATION PLANNING COMIASSHON CER11FICATION RECOMMENDED FOR APPROVAL THISDAr G 2014. BY THE WHEAT RIDGE NO LE PLANFCOMMESON. ____ CHAIRPERSON CITY CERTIFICATION' APPROVED THIS _DAY OF 2014 BY TME WHEAT RIDGE CITY COUNOL ATTEST CPY CLERK _-- COMMLINOY DLYELOPM[NT DRECTOR DNECDR O< PUBLIC WORTS MAYOR CASE HISTOR)' AIS -06-07 ITS -07-01 IVS- 14 -0;-1 SURVEYOR'S GERTIFI .ATE• I ROSEN' J. HENNESSY, A REGSTERED LAND SURVEYOR IN THE STATE OF COLORADO. DO HEREBY CERTIFY THAT THE SURVEY OF QUAL HOLLOW SUBDIVISION WAS MADE UNDER MY SUPERVISION AND TME ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID SJBDIVI9ON ROBERT J. HENNESSY. P.L.S. 34580 FOR AND ON BEHALF OF ,EHMN ENGNEEWNG, NO. CLERK AND RECORDER'S CERTIFICATE' _ RECEPTION NUMBER - ACCEPTING FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER 01 JEFFERSON COUNTY, AT GOLDEN COLORADO ON THIS _____-.- DAY OF -_----_ 2014 AT --_____-_-_ O'CLOCK. JEFFERSON COUNTY CLERK AND RECORDED j \2127\214-C2O QUAIL\SURVEY\PLAT\214-020 PLAT FINAL.OWG ONS EXHIBIT1-4 A,I -2W EIMIE�� PW6[[7 {/1/IA AA• E 14Mc AAEe57FnsntE• ANAxmms PAGE` 1 OF 3 A. FLP]. AX4cW FM p0A M 1441 FINAL INAL PLAT I UMEM 2G.0' WRY; TABLE 27999 �-w HQLLOW SUBDIVISION DELTA 1 000 KAIrA10 claw LENGTH 1/4 CORNER SECTON tt� W CA? RIDGE �QUAIL 54.50' 1 M207&401 29.62' tOUND 3.25" BW<SS CAP CONTROL POt%T 1630 A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. Mj RANGE OX MATC�CS MONUMCN?BRECORDS 0 FILE. POINT of NO 'RTIN LAST,, 10711649 7 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54.50' 07475'40' COYHENC9YBRF 60.05' PAGE 2 OF 3 50.94' 54.50' 0537754' SIO*W34'R R 1 ZONING R- t ZONING ARTHUR & LINDA GBBAFtO R- 1 2054754() SF.F. / �� SE'F. SHEET 3 65.65' 54.50' 06901 '07' - E SCEZNC" SHEET 3 FOR QUAIL _ . tOUNp REBAR & ADELE MONICA 0'7001,; MARK A & AMY C SAKES I LOT 3 DUE LOT t LD1 2 I APPLEW000 KNOLLS 12TH FtG EDT 4 ACCESS UETAII. HILL PROPf.' TIES FOR UA"' ST Q 06 4110' 54.50' �0 1 5" ALUMINUM APPLElYOGG KNOLLS t2rH ctc arc /F1532571 APPLEWOOD KNOIts 12TH FLG LOf l4 •T ' CAP h5 458 AVPLEwOOD KNOLLS T2TH RG R -t ZONING REC IF0397126 9_►_T._________ REC /OT J9 23261 N. FF. C1J F ITT OF ACCESS DF,TAIL d 8 GINNING C7 251.54' - /Ft573"12 _____;3261 -_1f M. 500'Jl'39 F E97.00J- _----- -_ #« / ______REC 1,69077666 ��________ - 1 - ____________ ---^ fjLl PROPER I x0.72' Ce L 0' 7 432.45' - 7.50' 00476'40' N00'30'57W 1000' C9 1063' -•sDss'- - -. - 090110'00' S45'40'06'E -j -DO4L 19.63' 1250' 09O OD' M4419'541 \ v UTIL.TY EASFMCh- ,300 I I I I I I I 1 r l YELLOW PLASTIC I REC. /2006142621 CAP Pts 3+594 \ I \4J,t."�� \tf' ` ' J ✓G�!! ___ _- M00'3(FSYY �T9.n -- '- --- - ( . (-. _ .__ �.. -- -- - -'I t UTILITYEASEMENTHEEBY LOT 8 I ISI BYRT 5 PLAT ICATEO x I \ 1\ 20303 SQ. FT. I Lor 4 I �I LOT a 15 (.I LOT L,I LOT 1 x (Sf10 I 14465 SQ Ft. W M SQ. FT. 24937 SQ. FT. 10069 SQ. FT. ! HATCHING REPRESENTS $$ ! n U PORTION OF LENA GULCH I I 5' SIDE LOTON£ DRAINAGE & ACCESS & M REC I UTILITY EASEMENT (TYPICAL UNLESS OTNCRwrSC NOTED) Z FEMA 1 RGODIUNFY4 1 /FO7ce2CATEO 69 TO BC �HE4EBY DFDICAtED BY THIS PLAT L Qm r 4 `1 DOCUA2N1 REQ E/ABATE 5\\ I I I I I I I I ? ( 6 25 \ I 111_ 1 - _ \ J L--------� _L--- L - - - - - - - -� jJQ7'3JL4p d, +0332 .�Ll-i - \6 ' �`�9 \/ I y _ _ _ - UTILITY FASEMEk? w Yl h 6 1p 0' DRA;NAGE &���•ViiJ'� _..__.02'-4' oaQO__ _-___ 97.40 ___ Z� \ SGO'70'.9 C 90:�2'- `�> s \\ \ 1t0040'06'w .0' WATER UNE EASEUCNr ` I . 1 20' SAv�TARY SEWER' 100 \ \ \ DEDICATE() d! HEREBY OtOtCATCO _j' -' I - I SSEPARATE DOCUMENT TED BY 4.1,?� \ - RECSE-./TE DOCUMENT QUAIL COURT THIS PLAT 0 1 1 I �, • \ REC /-_._'_..---- \ - - - - - - - - -- ULITYGEASEMEM ` Qr'` B2Bs\ �� %NBRt'HY D601CATFU' SOD'W06i 31406' WATER LINE EA:.,EMENT ROW MON. _ RFC t2OD6142621 I 1 :%�' 5.0' i F20P10'S4'E (39 RIGHT-OF-WAY) DEDICATED BY /9345 I I 1SEPARATE DOCUMENT -�• ROK MON. � RFC. LOT 6 /974<, �� 57 �9 - - - -j I FEMA 10 YR I 16711 SQ. FT. I 1 TO.O' G'RA:NAGE & UTILITYCASEMENT r / "- - - W-CV7NLi&TFS T�PGRTION 1 FLOOD UNE ` (34 ` \ F 20 �- v G4 1 OF DETENTION EASEMENT REC. ( EJ m \ ` 54.5() / I I \20' SAiCMADEDICAT R eY I i /20061.42621 LYING WITHIN THE I S SOUNDS OF THE OUA1L HOLLOW ;N I SANRARY SEWER I t1� \ I SEPARATE OOCUMENI "ON. TMA, IS HEREBY ti ^ ' ESEMENT I , �;� � � � I I REC /-------- I VACATED D Y THISARAI AND ALSO I� Y NB Q REC. /615725 I rtLrn / I i c 4 BY SEPARATE II N^ / 4 / / 5 .--� I I((SSECC NOTE R7'./_.'\___'_-_ �- 1 I UMEM 2G.0' WRY; TABLE 27999 �-w G6IN / W CM RAOUS DELTA 1 000 KAIrA10 claw LENGTH C1 3oW 54.50' 03172'20' 1 M207&401 29.62' C2 3000' 54.50' 0317720' U5211'091 29.67 C3 7M' 54.50' 07475'40' 574.44'Si'W 60.05' C4 50.94' 54.50' 0537754' SIO*W34'R 49.10' CS 65.65' 54.50' 06901 '07' -36 23-E at.7s' 06 4110' 54.50' 00412'32' N2'46'22'W ACV C7 251.54' 54 50' 26470'40' S47%'WW x0.72' Ce 1105' 7.50' 00476'40' M42W'X-W 1000' C9 1063' 12.50' 090110'00' S45'40'06'E 17.60' CIO 19.63' 1250' 09O OD' M4419'541 17.60' CIl 10.65' 756' 0621700' u9110.321 9.94' C12 119.82' 54.50' j 09475'40' X54'49'581 0000• C13 74.78' 54.50' O7&3Y09'S3s76--w69.05' ¢firO g ! C14 164.61' $450' 173W06' S85 -51 28-111f 108.00 CIS 29.79' 99.97 01704'2Y M7916.01'w 29-W C16 54.1& 15000' 0YJ'41-W M60L6'S01 nag, C17 2045' 54.50' 021'WI4- N68'0&2O1 2033'. Cts 39.32' 11850' 01971030' S8013'28'E 39.14' CIO 4359' 126.50 019'44'33' 58075'257 43.3; C70 2.89' 14110 011500,' M3671101 2.89' C21 134' R OO' 013'40'46' S3671'16'E 333' C22 6013' 174.50' 019'4735' sw,35'27i 59.03' C23 26 SS• 75.50' 01959'54' 900.43'06-E 630.60' �- 1 I UMEM 2G.0' It I ^ 7� FEMA 100 YR ,1 �, `� IL LINE i l Qd .r -/`y 1 �+ 27999 �-w YP,CjL SIDE LOTONE I DRAM4AGF & UTILITY EASEMENT HERESY I I I LOT 8 sQ. R. I _ &i LOT 10 14966 SQ. R. ' H oSET ^ I 20' SANITARY SEWER , , � 1 '111 NGN-STANOARO SIDE I DEDICATED SY THIS PLAT I 15000 �.T,�.� I Z �,I f t I �I 1 m.,; oIe IN � 1 EASEMENT DC0:CA7ED B1' , 1I I.1 I .1 �� LOT UNE DRAINAGE I 1 I �.� I I i i I �I �'I - - --Dc. - - -' - - - - - Myii�'IQ.Z 21�i.�_ M> m O PLLASTIC A DOCUMENT , ` C. F____.__..__ Kc `''v EASEMENT I In LITY DE X19 / �H£RESY DEDICATED I I 8 ma F'i. I 80 �C,b I I I ^� r 1 - I �d u � ' ERIE �-f uONLWENTATLON TO RE - - SET PER CITY STANDARDS ROAD PUT BY THIS I M1 (991 I I I I t 7 01 �-I• ,` \ ' �jJ I �=�^z^ ANO C.R.S. 38-51-105 4 I TRACT A/i / p '541 LOT 7 �, • l I I I I I I / Ct1- 25.5'--I ¢firO g ! SUBSECTION 4 SECTION U� \ I T 00563 SQ. Ff. I` \ I 27999 �-w 14669 SQ. Fr. I 94151 I ( I I I I I I H oSET �sxYeuaY LEGEND FENCES 13 ` 1 _53671201 I I I = a p 1I I.1 I .1 SEWER 1 I �.� 1756' t�y I i i I - - --Dc. - - -' - - - - - Myii�'IQ.Z 21�i.�_ - - - =1 I I LOT I7 PLLASTIC A LOT LINE EASEMENT SENOTO.W.3 =SANITARY F15EuFN1 800% 1616 /t6• \ v b✓ �C,b I I I r 1 - I �d u � ERIE �-f uONLWENTATLON TO RE - - SET PER CITY STANDARDS ROAD PACE 158 / ``�•I ` Iv4 I 2J� t 7 01 �-I• ,` \ ' �jJ I �=�^z^ ANO C.R.S. 38-51-105 CENTER LME u I / SANITARY SEWER \1 EASEMENT \ W o �y� �, • l I I I I I 20' SN4rtA4Y SEWER ASEMENT DEDICATED 8'+ / Ct1- 25.5'--I ¢firO g ! SUBSECTION 4 SECTION U� u I REC. /8+179721 ` BE - - - - 1 I r -J I R SEPARATE DOCUMENT REC. %___-_ / I uJ O P FOUND SECTION zmin� 4 < i & I I FEMA 100 YR FLOOD LINE BY SEPARATTO E U� ^' S c a. DOCUMENT � v �'� REC./--------- << �ZZ - 32.17' - 53.711'- - 91 : i C. W `,7 74 4 ._ - -300 54.._ ` 70-0 _. - - �., -' { r I 1 b $ I Ea -I �T 1/ 17075 SQ. PT. 1 /9051 I / �1 � I 1 2625 SQ ., n 1 I FI00'4o Q 19 ! CORNER AS _R DESCRIBED HEREON ADDRESS ASSIGNED By CITY H,__ �G OF -_-WAY LME m;v I I \A1 \ � 2O.n9' / RADIUSI I 25.60' 9 dd 1 13 11' DfD�iCEATNTED POINT`` I I AARY FOR In cG' $ANTSEWER , I ASEMENT DEDY'ATED BY! ` I LOT I7 I SENOTO.W.3 of I SEPARATE DOCUMENT I REC. /__�___�.__ 1 II T/G4(T H { 10676 SQ. FT. 20497 SQ. PT. ( L - - - - - - - - - - - t 7 01 �-I• ,` I - - -'1074 4 �461...�" TIUCT 0 1 / _ _ - -� 1751 SQ. FT. I 541 PERMANENT DRAINAGE EASEMENT I`l rT FOR WATER OUAUTY POHD \ \ OE01G8E0 At! tOR YI I FG:/ND REBAR & YE:LON PLA$T;C REC /64119721 / I 1\g PURPOSES R.O.w CC NOTE 13 CAP PIS 34590 210.A3' 1 -- - Pty 319.67 630.60' a R -t 20NttIG RALPre & OCBORAI' A PCPRI _ 5400'34'3140 696. !6 .W 77"71 '7,5'17 L9G. R -I ZONING RDW MON f 934• 5400 34'34"40 C g ' F L'ND REBA4 & BLCCK 23 �- RALPH ! & DEBORAH A CERRI BLOCK 23 YiLLLOw PLASTIC BROOKSIOE CA PLS 17669 AEC Iesp052D4 BROOKSIDE WEST 114 CORNER C -TY OF WHEAT fig I \ REC /85005200 SECTION 28 FOUND 3.25' BRASS CA°q RIDGE DATUM CONTROL PONT - iN RANGE BOx MATCHES vj :6204 ORIDN I SCALE' 1'_ 9' HOR17 MONUMENT RECORDS ON '� NORTH- is • F,LE. EASTs105260.72 i \2127\214-020 UTA'! \SLRKY'\PLAT\214-020 PLA' TNALDYK; PAGE 2 0F' 3 I FINA-j HOLLOI�L PLAT UBDIVISION A SUBDIVISION LOCATED IN THE SOUTHWESAT Qt7 T 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 3 OF 3 3809 -e-, J9 C. -p4 RIDGE DATUM SECTION 26 JEFFERSON COUNTY SCHOOL OST Rt BOTH EASEMENTS 10 Hc , VACATED BY SEPARATE WILFREO M SUGAI , 4-.422 BROOKSIDE3400 ESDAASION j li pYL ,Q /'' E O t 58 W 3�jRVEER REC 0_- `_____-_ RCC li8660166 O'p 9ROOKSIOF SU,.0 ION 29.62- REC. !___ / 4}' r 194072105 h 94072106 REC. 1900237841 6605' C4 LIMITS OF 1Do LS7o•43'o9'E / YR. FLOCDWAY \ r 54.50' i 510403419 48.40' - - - - - ---3t- - --- - - -- - - --- - - _QUAIL_ STREET- 0 - 1------------ - _1 1S.il:\�t0 %y 2g- --_1 =--,77NC 30' RLGNr--Of-RAF/ ROW MONx9344 __ ^_-._--- 54.50' SO-3C'S7"E '.30,n7JP,;ITv M n / - 27.68` 23.96'._ - S00'30'571 79.06' - 25.00 318. 20,2' TI t 45.74' 7 S65M' i rR-11. % 00 E CASEMENT ror a I L47r T 6077 1 16466 SQ. rr. I 149x7 SQ. t7-. -------- j SOO.27'45 JO9.982 SES' SfN F, T 2- - - - - - 12.50' 39'- - 131.39' - 100,00' ------ 19.63' 12.50 090'0000' 10"19'541 17.66' CT1 'Off 7.56' 4.19' 1 92 IW 1 C12 69.62' 54.50' OF25.4-O N54'49' -WW 6000' C13 74.79' 54.50' 07677-09' S38'38'T9'w 69.05' C14 16461' 54.30' 1730506' I LOT 13 10&80' C15 29.79' 99.97' 1 017D4.23' 15224SQ. rt. 29.6a' C16 54.18' 4 n Na0D6'50-W 53.x9' C17 2045' 54.50' 021'30'10' NSM20'w 20.33' CIO 39.32' 17650 07900'38' L' 39.14' 100' UTILITY h 43.59' 126.50' 019'44'17' rn t a L.OT 14 DRAINAGE EASEMENT 2.99' 14.00' _ = ti u :J Yom- rq 232x1 SQ. FT. /3L•lr3 QUALL 8T. L__-____% REL. 1201 ZD9J8+D --'00'----- 14.00 w 3 O i O LOT •l• 60.13' 474.50 Ot9'44'35' $�W N C OD $9.83' RICHT-OF-WAYS fASCMF 107 I RFC -D.2 T - O N� n Z -e-, J9 C. -p4 RIDGE DATUM SECTION 26 DATUM BOTH EASEMENTS 10 Hc , VACATED BY SEPARATE 44;1 4-.422 .0 I OOCUMERI ,Q /'' LIMITS OF 100 i REC 0_- `_____-_ / " 7/ t '' S 7-i 7-R. FLOODWAr 46. 29.62- REC. !___ / 4}' r d` REC. 1900237841 6605' C4 LIMITS OF 1Do LS7o•43'o9'E / YR. FLOCDWAY \ r 54.50' i 510403419 48.40' RE 8002J7B4 65.65' 54.50' 1------------ - _1 1S.il:\�t0 %y 2g- --_1 _ _____ tX5i1NG 10' __ ^_-._--- 54.50' SO-3C'S7"E '.30,n7JP,;ITv M n / - 27.68` 23.96'._ - S00'30'571 79.06' - 25.00 318. 20,2' TI t 45.74' 7 S65M' i +.24'- for � ror a I L47r T 6077 1 16466 SQ. rr. I 149x7 SQ. t7-. Islas SQ. rr. �,' SNF.. T 2 j 1006' SES' SfN F, T 2- - - - - - 12.50' 090500'00' n 4. 11 ORIGINAL SCALE: I'. 30' HCOZ. .':\2121\214-020 WAIL\SURSEY\PLAT\214-020 PLAT nNAt.DWC =210111 WEST 1/4 CORNER CENTER 1/4 CORNER CITY OF WHEAT RIDGE RIDGE DATUM SECTION 26 DATUM IN RANGE &OX MATCHES rOI.'ND 3.25' BRASS CAP CONTRGI PUNT 16309 NORTH -703049 Sr, IN RANGE BOX MATCHES NORTH. D. TO3 7 U1 MONUMEN' RECORDS ON EAST -107684.18 i FILE POINT OF 54.50' COMMENCEMENT I M5211 09-W =210111 WEST 1/4 CORNER I a= CITY OF WHEAT SECTION IB RIDGE DATUM FOwN'D 3.25' BRASS CAP CONIRCL PC1NT IN RANGE &OX MATCHES 16209 MONUMENT RECORDS ON NORTH -703049 Sr, FELE- EAS7=105260.72 WESI 1/4 CCRNER PAGE 3 OF 3 LEGEND SET /5X24' RESAR FENCES CURVE TABLE AND YELLOW PLASTIC CAP aTw1E ! LLMOIN RADIOS DELTA ONORO 6EAM4 000 LLNM 0,1 30.00• 54.50' 0.717710' KOV48'11 29.62' C2 30.00 54.50' 031'3720' M5211 09-W 29.62- C3 70.95' 54.50' 074'35'40' S74'M'M** 6605' C4 Sai4' 54.50' 05372'54' 510403419 48.40' CS 65.65' 54.50' 06901'01' S5D76'23i 61.75' C6 4.00' 54.50' 004173r 42'46'22'W 4500' CT 251.54' 54.50' 26426'46' S47p6'3O'W 6077 ca 1105' 7.50' 0N26'M' N42S3'30W 1006' C9 19.63' 12.50' 090500'00' 545'40061 17.66' CIO 19.63' 12.50 090'0000' 10"19'541 17.66' CT1 'Off 7.56' 0621r0O' S49V6'327f 9.94' C12 69.62' 54.50' OF25.4-O N54'49' -WW 6000' C13 74.79' 54.50' 07677-09' S38'38'T9'w 69.05' C14 16461' 54.30' 1730506' I 58551'28'1 10&80' C15 29.79' 99.97' 1 017D4.23' 107916'0119 29.6a' C16 54.18' 150.00 1 020'4150 Na0D6'50-W 53.x9' C17 2045' 54.50' 021'30'10' NSM20'w 20.33' CIO 39.32' 17650 07900'38' W3 29-E 39.14' C19 43.59' 126.50' 019'44'17' 511075'25111,17' 0,70 2.99' 14.00' 01150'01' 013621'101 2.89' CTI 134' 14.00 013'40'48' 53621.1613.33' C21 60.13' 474.50 Ot9'44'35' Sa075'2rE $9.83' 0,23 76.35' 75.50' 01959'54' S90'43'067 76.77' PAGE 3 OF 3 LEGEND SET /5X24' RESAR FENCES O AND YELLOW PLASTIC CAP LOT UNE PLS 34580 FE -Q MONUMENTATION TO BE - EASEMENT UNE - - ME - _ - - SET PER Cm STANDARDS ROAD CENTER LINE AND C.R.S. 38-51-105 T ----. SUBSECTION 4 SECTION UNE FOUND SECTION ROONdIw uNF CORNER AS DESCRIBED 4C2E0N TtIMUNE JM= ADDRESS ASSIGNED BY CITY PAGE 3 OF 3 OWNER'S CERTIFICATE: WE. OUAI TADLLOIN PATIO MIMES, LLC, AND McARTHUR 0 it LELA +. HILL BEING THE OWNERS OF REN PROPERTY CONTNKNG 9.145 ACRES MORE OR LESS. BEWD DESCRIBED AS FOLLOWS. LOT 2. APPLEWOOO IMP" CNJRCH SUBD!/SDN, NTY COUOF JEFFERSON. STATE Of =DRAW, AND BEING FURTHER DESCRIBED AS FO LOWS; _0T5. RHE SMITH 10 FFn OF LAT 4, AND THE NORTH 200 FEET Of .01 6. APPLEMDOC KNOLLS - 17TH FILM, COUNTY Of JEFFERSON. STATE OF COLORADO A PARCEL OFLAND BEI. A PORTION OF APPLEM000 BAPTIST CHURCH SUBDIVISION REC. !2006!'2621, AND A PORTKTN OF APRLEWOQO KNOLLS 17TH FXJNG REC "397126, BOTH BENZ LOCA'ED IN 'HE NOR'HWES' OIIARTER OF SECTION 28, TOWNSHIP 3 SOUTH. RANGE 69 AFT OF THE 6TH PRINCIPAL MERVM. CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON. TATE OF COLORADO AND BING MORE PARIILULARIY DESCRIBED AS FOLLOWS: DA55 OF Buimcs- BEARINGS ARE BASED ON THE SOUTH UNE OF THE NORTHWEST QUARTER OF SAID SECTION 28. BEING CONSIDERED 10 BUR SOUTH 89'1913' WEST, A DISTANCE OF 2623.64 FEET BETWEEN THE FOLLOWING DESCRIBED MONUMENTS: -CENTER OLARTER CORNER SECTION 28 BEING A FOUND 3.25' BRASS CAP IN RANGE BOX AMTCHING MONUMENT RECORDS ON ME MCAT RIDGE CONTROL POINT NI:MBER 16309 - WEST OLYRIER CORNER SECTION 26 BEING A FOUND 3.25' BRASS CAP IN RANGE BOX MATCHES MOFAMENT RECORDS ON EKE. WHEAT RIDGE CONTROL POINT NUMBER 16209 COMMENCING AT SAID CENTER QUARTER CORNER, THENCE ALONG SAID SOUTH LINE OF THE NORTHWEST QUARTER SOUTH 8719'53 WEST. A Li:TANCE OF 1,475 TO FEn TO A PONT WHEFIE THE EAST LIE OF LOT 1 OF SW APPLEWOOD BAPTIST CHURCH SIRN✓9pN EXTENDED INTERSECTS SAO SOUTH LINE: THENCE ALONG SAID EAST IRE AND EAST UNE 09EKW NORTH 0030'57' WEST. A DISTANCE OF 630.80 FEET TO THE SOUTHEAST CORNER O LOT 2 OF SAID APPLEW000 BAPTIST CHURCH AND INE RANT OF BEGINNING. 'HENCE ALONG THE COMMON LONE OF SMO LOTS 1 AND 2 SOUTH 87TV 4' WEST, A DISTANCE OF 492.70 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNDARY OF SAID LOT 2 THE FOLLOW94 THREE (3) COURSES AND DISTANCES; 1) THENCE NORTH 0034'34' WEST.. A DISTANCE Or 69605 FEET; 2) THENCE NORTH 8715'26' EAST, A DISTANCE OF 49343 FEET; 3)I-RENCE SOUTH 0030'57' EAST. A DISTANCE OF 43245 IFR: THENCE ALONG THE NORTH LANE OF TME SOUTH 10A0 FEET OF U)T 4 SAID APOLEW000 KNOLLS 12TH FILM NORTH 8723'02' EAST. A DISTANCE OF 177.57 FEET TO THE WESTERLY RIGHT-OF-WAY OF OWL 51.: DENNCE ALONG SAO WESTERLY RKAO-OF-WAY SOUTH 00'27'45' EAST, A DISTANCE OF 309.98 FEET; THENCE ALONG THE SOUTHERLY UFN-F Of THE NORTH 200.00 FEET DF LOT 6 OF SAID APPLEWOOD INDUS 12TH FILING SOUTH 872502' WEST. A DISTANCE OF 177.28 FEET TO THE EASTIRLY UNE OF SAID LOT I MPLEWOOD BAPTIST CHURCH, THENCE ALONG SAID EASTEWY UNE FORTH 00'30'57' WEST. A DISTANCE OF 45.74 W. TO THE POM OF BEGWMW' CONTNMNNG 398.355 SOUARE FEET OR 9.145 ACRES. MORE OR LESS. HAVE WD CUT, SUBDMDED AND PLATTED SAD LAND AS PER THE DRAWING HEREON CONTAINED LANDER THE NAM: AND STYLE OF MIAMI I LQW <_UBDMMS SKA A SUGDON Of A PART OF THE CM OF WHEAT LXXX. COLORA00, AND LTr THESE PW-SENTS 00 DEDICATE TC THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERN SHOWN AS TIGHT -DIE -WAY, AND DO FFTHER CEDIUTE TO TIE CIh OF MEAT RIDGE AND THOSE M NICIPALLY OWNED ANG/OR MUNICIPALLY FRANCH.SEO UDLmES AND SERVICES TIH09 PORTIONS OF REAL PROPERTY SHOWN AS BASEMENTS FOR THE CONSFRUCTIDN. INSTALLATION. OKRATON, MWTfENARCE REPAIR AND P.EPUGEMENT FOR ALL SERVICES THIS NCWDES BUT 15 NOT UMRED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANRAfY SEWER LIMES, HYDRANTS, STORM NO WATER SYSTEMS APIPES. DETENTION PO4M STREET LIGHTS ANO ALL APPURTENANCES THERETO. B'YWLEJAM S LYONS A. AS MANAGER QUAIL HOLLOW PATIO HOMES, UC 6143 S. WILLOW DRIVE, SKTC 300 GREENW000 VUAGE, CO 60111 SATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) TIE FOREGOING IUMMEIG WAS ACKNOWLEDGED BEFORE ME THIS -BAY OF . AD. 20_- BY-__ _ WITNESS MY HAND AND OFTICK SEAL. WY COMMSSR7N EXPIRES. FINAL PLAT �FAl L 1 -IOL ,0W St 31)1VATSIOT A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO GENERAL NOTES: PAGE 1 OF 3 1.) PERCOLORADO REVISED STATUTES SEC. 36-51-106 (L), ALL UNEAL UMTS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S SJRVE" FEET ONE METER F EQUALS 39.37 OMOEO BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONALINSTTUTE OF STANDARDS AND TECHNOLOGY. R 2.) ANY PERSON WHO KNOWIMOLT REMOVES. ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, LAND SURVEY BOUNDARY MONUMENT OR ACCESSORY a COMMITS A CLASS TWO (2) MSDEMEANOR PURSUANT. TO STATE STATUE 18-4-508. C.R.S. 3.) NOTICE: ACCORDING TO COLORADO UNC W YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON AVL' 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. 4 ) FIRS AMERICAN TITLE COMPANY, INC. FILE NUMBER M20-2.25780. EFFECTIVE DATED MARCH 18, 2014 AT 5:00 PM (AS TO LOT 2. APPLEWO°D BAPTIST CHURCH SUBDIVISION), AND FARST AMERICAN TITLE COMPANY, INC. FILE NUMBER 5520-2264851. EFFECTIVE DATED MAY 30, 2014 AT S:DO P.N. (AS TO THE HU PROPERTIES). WAS ENTIRELY RELIED UPON FOR RECORDED RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES 'N THE PREPARATION OF THIS SURVEY. 5.) JEHN ENGINEERING, INC. HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR RECORDED/UNRECORDED EASEMENTS, ENCUMBRANCEES S. RIFNCTTVE COVENANTS, OWNERSHIP TITLE EVOENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 6.) ALL LOT CORNER MONUMENTS SHALL BE SET PER COLORADO STATE STATUTE 38-51-105. 7.) BASIS OF BEARINGS- BEAR:NCS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 29 BEING CONSIDERED TO BEAR S 89'19'53- W BETWEEN MONUMENTS AS SHOWN WITHIN tWS PLAT BETWEEN CITY OF WHEAT RIDGE CONTROL POINTS %16309 ANC #16209. 8.) TEN --FOOT (10') WIDE CASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS AND FRONT AND REAR PROPERTY LINES OF EAC- LOT IN THE SUBDIVISION OR PUTTED AREA FIVE-FOOT (S') WIDE EASEMENTS ARE HEREBY GRANTED ON PWVATE PROPERTY ADJACENT TO ALL SIDE LOT LINES OF EACH LOT IN THE SUBDIVISION OR PUTTED AREA, THESE CASEMENTS ARE OEOMATED FOR THE INSTALLATION, MAINTENANCE. AND REPLACEMENT OF ELECTRIC, GAS. TELEVISION CABLE. DRAINAGE AND TELECOMMUNICATIONS FACILITES UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBWSION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS. 9.) THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERNTO FROM THE NAD 83 HARM STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S SURVEY FEET Al THE 95% CONFIDENCE LEVEL. AS DFFNED N THE GEOSPATVAL POSJTIO-41NG ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMM2TTEE (FGDC-STD-0O7.2-1998). 10.) THIS PLAT IS ON THE CITY OF WHEAT RIDGE -CURRENT CITY DATUM-, DEFINED AS FOLLOWS'. A A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B. VERTICAL. DATUM USED IS THE NORTR AMERICAN VERTICAL DATUM OF 19M (NAVO88). C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.9 99 7 4 780300, SCALED FROM BASE PONT PHAC I (PERMANENT HIGH ACCURACY CONTROL POINT 01) HAVING THE FOLLOWING MAD83/92. STATE PLANE COORDINATES: PKAC I NORTHING: 1701258.75, EASTINS.. 3118217.58. ELEVATION 5471.62. 11 ) THE AREA HEREIN SHOWN AS -TRACT A- CONTAINS A REGULATED FLOODPLAaN AND IS HEREBY DESIGNATED AS A NON -BUILDABLE TRACT THAT SHAT BE MAINTANEO By THE OWNERS, SUBSEQUENT OWNERS. HEIRS. SUCCESSORS. AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT A :S HEREBY GRANTED BY TAPS PUT TO THE CRY OF WHEAT RIDGE. 12.) THE STORMWATER OJAITY DETENTION AREA HEREIN SHOWN AS 'TRACT S' SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS. SUCCESSORS AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT B 15 HEREBY GRANTED BY THIS PUT TO THE CITY OF WHEAT RIDGE, SO THAT' IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE 15 NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT FUDGE SHALL RAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK, THE COST WHICH SNO OWNER, HEIRS. SUCCESSORS. AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED WITHIN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING ME HYDRAULIC CHARACTERISTICS OF THE DETENTK)N AREA WLL BE MADE WITHOUT APPRGVAL OF THE DIRECTOR OF PUBLIC WORKS. 13.) THE AREAS HEREIN SHOWN AS TRACTS -C' AND V ARE HEREBY DEDICATED BY THIS PUT AS PUBLIC RIGHT-OF-WAY. IF, AT A FUTURE DATE, THE CITY WISHES TO VACATE THE TRACT -C' AND b' RIGHT-OF-WAY, TRACT -C' WILL BECOME A PART OF LOT 11 AND TRACT '0' WILL BECOME A PART OF LOT 12. 14.) PROPERTY IS ZONED RESIDENTAI-ONE (R-1) 15.) ACCORDING TO FEMA FIRM PANELS 154 k I13 OF 675 BEING MAP NUMBERS 08059C0194F h 08059CO213F BOTH DATED FEBRUARY 5. 2014, THE SUBJECT PROPERTY LIES WITHIN BOTH AE 6 X (UNSHADED); ZONE AE: BASE FLOOD ELEVATTORS DETERMINED. ZONE X (UNSHADED): AREAS DETntMONED TO BE OUTSIDE THE 01% ANNUAL CHANCE FLOOOPLAN 16.1 TRACTS E AND F ARE HEREBY DEDICATED TO THE QUAL HOLLOW HOME OWNERS ASSOCIATION FOR LANDSCAPING. ACCESS. DRAINAGE AND UDUTIES. SPECIFIC IMPROVEMENTS WILL BE DETERMINED BY ME DEVELOPER AND CITY STAFF. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT F IS HEREBY GRANTED BY THIS PUT TO THE CITY OF WHEAT RIDGE. 17,) LOTS 13 AND 14 ARE EXCLUDED FROM, AND NOT SUBJECT TO, THE QUAL HOLLOW HOME OWNERS ASSOCMnON. AT SUCH TIME AS THE OWNERS, HEIRS OR ASSIGNS DESIRE TO JOIN THE DUAL HOLLOW HOME OWNERS ASSOCIATION, THEY MAY PETITION TC DO SO N ACCORDANCE WITH THE OUAL HOLLOW COVENANTS. 18.) THE PORTION OF THAT CERTAIN DETENTION EASEMENT AS DELINEATED ON THE PLAY RECORDED IN THE OFFICE OF THE CLERK AND RECORDER Of JEFFERSON COUNTY, COLORADO, ON DECEMBER 1, 2006, A! H,CEPT10N N0, 2DO6142621 THAT UES WITHIN THE 90UND5 OF THE QUAIL HOLLOW SUBDIVSION, AND HEREIN INOENTIFIED ON THIS PLAT AS BF!%v 'HEREBY NAUTED BY THIS PLAT SHAD. FOREVER BE VACATED, TERMINATED, AND EXTINGUISHED BY THE CITY OF WHEAT RIDGE UPON RECORDATION OF THIS PLAT WfTH THE JEFFERSON COUNTY CLERK k RECORDER'S OFFICE. LOT DATA TABLE PARCEL NAME y QUARE FEET. j1--A-CRE�S II 1 I 16453 0.379 LOT 7 17091 0.397 LOT 3 18859 -� 0.435 , LOT 4 22044---T 0.506 LOTT55 16039 1 O.30 LOT 6 INTO 0.331 KLot 7 17712 0.4040--711 LOi 6 I 1 �T 0.34411 LOT 9 14966 i 0.344 LOT 10 17075 1 0.392 LOT 11 20487 10.470 LOT 12 16224 0.372 II.M tJ 23297 ; 0.5341 wuwan CASE HISTORY MS -06-07 WS -07-01 WS -14-02 L -W. IL= _-"W NINA t o( I VICINITY MAP SCALE. '"-500 PLANNING COMMISSION CERTIFICATION' CITY CERTIFICATION: PLANNING COMMISSION CERTIFICATION APPROVED THIS _GAY OF 2014 BY THE WHEAT RIDGE CIT• RECDMMENDEO FOR APPROVAL THIS - DAY OF 2014, COUNCIL. BY THE WHEAT RIDGE PLANNING COMMISSION. ATTEST GHARPCRSON -. ,-__ CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR ERECTOR OP PUBLIC WORKS SURVEYOR'S CERTIFICATE: I ROBERT J. HENNESSY, A REGSTEFED LAND SURVEYOR N THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF DUAL HOLLOW SUB04VISpN WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION PARCEL KOM SQUARE FEETr ACRESI DEED OF TRUST HOLDER'S ACKNOWLEDGEMENT: --.__- �- THE INTERESTS Of THE UNDERSIGNED LF_N HOLDER N THE PROPERTY PUTTED HEREBY NOTARY PUBLIC ARE SUBORDINATED TO SUCH FEE SIMPLE DEDICATIONS AND GRANTS OF EASIMEMS 10 TRACT 8--- 10679 0.250 THE CITY OF WESTMINSTER AS ARE DEPICTED OR REFERENCED HEREON TRACT C 2925 0.067 COMPANY. MEGASTAR FINANCIAL AFFILIATES. AN ARKANSAS CORPORATION TRACT 0 _ t751 I-' ° - BY DATE TRACT E I tS460.036 WLCASTAR FINANCIAL AFFILIATES, AN ARKANSAS CORPORATION TRACT F I 5362 I 0.123 1 NOTARY, BY. LCILA J L AND WCARTHUR 0 HCL HILL ON THIS _ DAY Or _ 7014 AT - O'CLOCK. _-_ -__ AS OWNERS OF LOTS U ANO 14 STATE OF OF )SS 3345 QUAL ST COUNTY Or --^-�-) VO4EAT RIDGE. COLORADO THE FOREGOING INSTRUMENT WAS ACKNOVILIEDCED BEFORE ME THIS -___ DAY OF -- 2014, BY --'---------------- _ AS-- -_--OF STAFF OF .DLORA0 ) MEGASTAR FINANCIAL AMIATES. AN ARKANSAS CORPCFATON SS COUNTY OF JEFFERSON) M1NE55 MY !RANO AND SEAT MY COMMISSION EXPIRES THE FOREGOING INSTRUMENT WAS ACKNOMEOGED BEFORE WE THIS _-PAY OF AO '0__ BY_._WITNESS MY HAND AND OTTICML SEM, Mr COMMISSION ELRRES. PARCEL NAME y QUARE FEET. j1--A-CRE�S II 1 I 16453 0.379 LOT 7 17091 0.397 LOT 3 18859 -� 0.435 , LOT 4 22044---T 0.506 LOTT55 16039 1 O.30 LOT 6 INTO 0.331 KLot 7 17712 0.4040--711 LOi 6 I 1 �T 0.34411 LOT 9 14966 i 0.344 LOT 10 17075 1 0.392 LOT 11 20487 10.470 LOT 12 16224 0.372 II.M tJ 23297 ; 0.5341 wuwan CASE HISTORY MS -06-07 WS -07-01 WS -14-02 L -W. IL= _-"W NINA t o( I VICINITY MAP SCALE. '"-500 PLANNING COMMISSION CERTIFICATION' CITY CERTIFICATION: PLANNING COMMISSION CERTIFICATION APPROVED THIS _GAY OF 2014 BY THE WHEAT RIDGE CIT• RECDMMENDEO FOR APPROVAL THIS - DAY OF 2014, COUNCIL. BY THE WHEAT RIDGE PLANNING COMMISSION. ATTEST GHARPCRSON -. ,-__ CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR ERECTOR OP PUBLIC WORKS SURVEYOR'S CERTIFICATE: I ROBERT J. HENNESSY, A REGSTEFED LAND SURVEYOR N THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF DUAL HOLLOW SUB04VISpN WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION PARCEL KOM SQUARE FEETr ACRESI ROBERT J. HENNESSY, P.L.S. 34580 ------------------ _ - * FOR AND ON BEHALF OF JEHN ENGINEERING. INC TRACT A _ 92156 1.966 .3 A!XXP n+ PROPEARTS TO PIOXGT TRACT 8--- 10679 0.250 TRACT C 2925 0.067 TRACT 0 _ t751 I-' ° - CLERK AND RECORDER'S CERTIFICATE: TRACT E I tS460.036 RECEPTION NUMBER ACCEPTING FOR FILING ON THE OFFICE OF THE RECORDER TRACT F I 5362 I 0.123 1 CLERK AND OF JEFFERSON COUNTY, AT GOLDEN COLORADO ON THIS _ DAY Or _ 7014 AT - O'CLOCK. _-_ -__ TRACT 0 6466 i 0.146 i OF _ �O�TAL I- I I" I JEFFERSON COUNTY CLERK AND RECORDER EXHIBIT 3 PAGGIOF3 i\J:27\714-020 Ob N'. RENS!ONS _ sL IMG WEBSTHI 91li' F' 'IMFAw�L1A COX= P�. ,7G; aaeG3e TAR IxT AF'9aY b PFSPWTWF ONtF Iv 2 OTT ROXNES .3 A!XXP n+ PROPEARTS TO PIOXGT _- ` FINAL PLAT CURW TABLE C.RK f ID4CM I RADIUS Fi v •• ..y `8}, T{\�T t -g e�>9} t �Il��7 ,gk• `�1 T �� CHORD BEAR!HC CHORD lENCTH CENT R 1/4 CORNt= t `-ECi+Oti ^8 C•'v OF W✓F< '?hiUV 1 5150' \/ L.:' {� O f' tf N13V6'12-W 'o FOUND 1. 5' BRASS ;:AP C'4r'!OL PJ:N' !6308 30.39' A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. r. IN RANGE BOX MATCHES 0^ a F4Ey POINT NOR N -7D3030.`7 EAS'=tO7R8<'8 30.00' CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 61.97 OF C0IWENEeYeNT 06594'34' S8958'29'W PAGE 2 OF 3 C4 50.90 5450' 05372'54' R- t ZD4NNG R-1 ZCNIND AR?HL,•R A & LINDA Oa&ARO R-+ 20N1NC �' LO 3 �EROWE F $GE2NEY' I SEE HEF.7' :T CS 6165' 54.50' t MARK 4 & ANY C SAKES i 01.ND RFEIAR & 'ACFLE UCNtCA O'TOOIE AEN+!_, WL7OD KNOLLS .2'H fL0 lCT 4 S50'Sfi Z3'E IF IS' C6 19.01' o i I c PLU4NUM APF'LEwOOU Kh'O.15 1.TH 7,C APPLEW000 KNOLLS '2TEI TIC REC 0�!532S7t APPLEWODO KNOLLS +2'H F!G LOT t1 0-575 y✓L� 18 A S 438 RF^ 089077896 PEC OF 1573'12 _ R ; cON1NG 1 REC OF0357.2E 2.4281 54_FT.----_---- 18e81 Sp. FT. P7 ^p(' SS�DET.1 L ' --- r-`-JJIt, 5,776'38'A 18.92' C7 -�i----------=----------------------------`A.A---------------------------- - ---------- _ -- S9G'.''S9 E97fD7 J4JliiPEhTJ b 26426'48' S4796'30'W 80 77 SCIO'30'57'E 432.45' - NOO.30 57'1 '..50' 08476'48' N4753'30'W + 4 - - - _. _ - 6:'.26'- + I r2`P.' 630.80 1967 12.50 09090'OC' I DRAINAGE & 77 +55.52' , DRAINAGE & \ TXI(7 G 300 I ACING REBAR - P Ct0 !9.63' UTILITY EASEMENT 300/ -SLOW LAS 'C \ fi - UTN 1iv EASf.MEM \ HEREB` DEDICATED 020061-2621I 1 8466 SQ. P!'. °+0''" ( I ! i OC <59a REG. 02G06162! \ \ BY THIS PLAYPONT - .- _. _-. yO� M1 _ BEGINNING �T W a`\ 1 �;ies \ \ dor 9 / s IB%9 SG. PI'. LOT r /:14Lo LOT ; y 22044 SQ. FT. L�1, 111 % I 0 xxpg L34! \ 4� 5' SIOE LOT tINE DRA:RA F & �j 17081 SQ. FT. C n I p93 \ UTA.171 EASEMENT (TYPICAL 7 Lor ! I I I F Z HA+CMING REPRESENTS ��� UNLESS OTH:RWISE NOTED) 1 o°d� L''a opo PDRTIUN OF ENA GULCH ' HEREBY DEOCAIED By !HK_ PLAT I + 18469 SQ. Fr. .A I ! m^ o 1 ACCESS Ar MAINTENANCE /11501 4 - u 7, w 1 > ` EASEMENT REC. v "EVA 1Fi0 vR I �� SEFP0A2.0ABE269 VACATED BY FLOM LINE DOCUMENT RFC. ( ZZ ^Z7 V R S m U T 1 DO DRAINAGE & UTk!" EASEMENT '0^ 1 \ \ 4'. U' 61.50 _ _ _Sa.lOG' _ _ 97 507o . % ) - - - N00•ta'06'W 3m OC' / , - - �. J� \ WATER UNE EASEMEN 3[� DED+CATER BY HEREBY DEDICATED I 1 SEPARATE DOCUM£N' d3* 7015 PUT 550' __-jw 3. \\) REC. /QU.4lL_CO_URT 1 _ _ UTr 7,y EASEMENT ` 20' SANITARY SEWER.._..___- '-- ---(HER£RY D£•OLCATED)r wm'_ oCE 3690 w.A:ER LINE CASEMENT4 ---YYY RCC. /1006142621 ,t ` \\ EASEMENT DEDICATED R'r -x I (31' RIGHT -OP WAY) DEDICATED BY 0334 SEPARATE DOCUMENT ��-N�19 WE ' SEPARATE DOCUMENT I 1 l REC 0._ __ I • �� j l.OT .`. ROW MON --7 T 'i 16099 SQ. F r. I 09346 /� -r 24 zs� - - - - - - - - `"'�\ 9'2.4' 10000 7C0' ORAIT;.tCE & UT!Ll, EASEMENT t Y FEMA 10d YFz \ 11045/ I _ - ._ _L - � - i�. \ II- -3CT•rH�Ai"PRO101 DETENTION EASEMENT REC. UNE Mv.i 717" �� I SANRAQ• SFWEP I 02000S OF ? EQU LL HO THE N t^ EASEMENT DEDICATED 93* 1 BCWEi75 OF THE OUAII HOLLOW j p� '� SANITAPY SEn'E�' 1 \) SEPARATE DOCUMENT SUdOMSON TEAT 15 HEREBY EASEMENT 1 1 RFC. %__._______ I 1vACATfO Iw5 PIAT ANC) ALSO t tie' az Q RELEASED BY SEPARATE 1 C SFC. 615716 r Iva: = 1 vACAT'EU dv 1 ` 1 �, .1 /' v 5'�.{ I 1CQCUMENT REC.#__ SEPARATE. a .A / ��" J_.i _ (SEE NOTE 18)jwENT k[C. 0_----'- ^X 1C l N I / \ _ TYPICALSIDE LOT LINE ( I I I 1 ► N' CASEMENT &HREBY I I I50LorSQ. FT. o^ �,. I 4 DEDICATED BY THIS P T I 2�ap Iw= 20' SANrtARY SEWER �4� y NON- STANDARD SIDE I I V' I I I 1.T.7;_uJ 1 �ry 1 I by "t 'A r i'c n o EASEMENT DEDICATED Br 1✓ LOT LINE DRAINAGE & �I "$ SEPARATE DOCUMENT ` 1 ? �' UrN.tsv EASEMENT I LOT 7 ��p I R£r,. 0_- ----- �' D J Y' /0T9FRY DEDICATED 1"12 SQ. FT. ,� BY T Lor 8 L 821T5RAM .SFT. J ;C 14410 SQ. t> 1,15 T- - 16' sxNITARY SEWER CURW TABLE C.RK f ID4CM I RADIUS DELTA CHORD BEAR!HC CHORD lENCTH CT 2366' 1 5150' 0245713* N13V6'12-W 2347' C7 30.39' 54.46' 031'58'35' R41•31'08'1 30.00' C3 61.97 54.50' 06594'34' S8958'29'W 58.61' C4 50.90 5450' 05372'54' S10'40.34 -W49.10' I i REE CS 6165' 54.50' 08991'01' S50'Sfi Z3'E IF IS' C6 19.01' 54.x7 01959'13' 5,776'38'A 18.92' C7 251.54' 51. SC' 26426'48' S4796'30'W 80 77 CB 1!.05' '..50' 08476'48' N4753'30'W 1006' L9 1967 12.50 09090'OC' S45-470E'E 17.68. Ct0 !9.63' 12.50 0909000' N4419'54'E 17.68' C1110.85 756' 082'17,00' S49T)8'32Y 9.94' C12 89.82' S4 50' 094"5,4c* 454 49'5W8 8C OG' C13 7478' M 50' 0787r09' S387829'W 69.05' Cts 164.61' 54.50' 1739'06' 5855'28'1 10880' CTS 29.79' 99.9r 01794'23' 47016'01'W 29.68' C36 5418' -5000' 010'4"50' N8096'50'w 5389' C17 20.38' 54.67 02171'13' 05718'5''1 20,26' CIO 3932' 118 SC' 01990'38' MIJ-28-E 39.14' 19 43.59' 12650- 019'40 33* 58075'15'E 43.37' C20 729' 112.50' OJ3251!' N3217'31 -E 7.19' C21 823 1250' 037'43'41' SJ1W'43'E &06' C22 60.13' 17150' 079'4" 35'S80'35'1YE I.LiTATA/ S9 83' CZJ 76.35' 7550 01959'54' 580'4J'06'E 26JT k[C. 0_----'- ^X 1C l N I / \ _ TYPICALSIDE LOT LINE ( I I I 1 ► N' CASEMENT &HREBY I I I50LorSQ. FT. o^ �,. I 4 DEDICATED BY THIS P T I 2�ap Iw= 20' SANrtARY SEWER �4� y NON- STANDARD SIDE I I V' I I I 1.T.7;_uJ 1 �ry 1 I by "t 'A r i'c n o EASEMENT DEDICATED Br 1✓ LOT LINE DRAINAGE & �I "$ SEPARATE DOCUMENT ` 1 ? �' UrN.tsv EASEMENT I LOT 7 ��p I R£r,. 0_- ----- �' D J Y' /0T9FRY DEDICATED 1"12 SQ. FT. ,� BY T Lor 8 L 821T5RAM .SFT. J ;C 14410 SQ. t> 1,15 T- - 1 \2127\2'4-070 C1A1L\S1R4Y\PLAT\2t4-O20 PLA: F'NA'. NEW LO' COAtctG NEW TRACTS.DWC PAGE 2 OF 3 i 16' sxNITARY SEWER (' EASFMEN' BOOK 1 f PACE 1588 ITl SAN.t AR, / EASFME!N' REC. 084 VACA'E) m I I f SEPARATE FEMA IOC IR OOCUMEN' I I ?': CU.^. LME REC.I_- QQ�_ =py 1.1 �m�mC I I 20' SANITARY CAP PLASTIC LOT LINE EASEMENT LINE EASEMENT UE, SEPARATE DO, I i REE ' �. II EASEMENT 1 i RECWI84119DRUNA1 _0 t . . - \ R. 1 ZONING a ..v FOUND REBAR & RALPH J & DEBORA A OERR1s'1 j Bloc-. 23 YELLOW PLASTIC gROOxSIDf CAP PLS 17666 RET: /850052C4 20' r \ I 1 ! -. o u g 1 \2127\2'4-070 C1A1L\S1R4Y\PLAT\2t4-O20 PLA: F'NA'. NEW LO' COAtctG NEW TRACTS.DWC PAGE 2 OF 3 i J u i� SET X21 REBAR FENCES AND I'' YELLOO vO CAP PLASTIC LOT LINE EASEMENT LINE ' �. _0 F - - FOUND MONUMENT- AS DESCRIBED ROAD CENTER UNE ` 7� r ♦ 20' r \ I 1 ! -. o u g _ _.._... `r ,P SANITARY SEWER CASEMENT DEDICATED 93* y s ..7 c. _.r t7� i Or O -o-L^F SECTION UNE - MONUMEN7ATION TO BE SET PER CITY SEPARATE DOCUMENT �, REC `: STANDARDS _ BOUNDARY L.tN AND C.R.S. 38-51-105 L, +� 32.tr TiL7G 5112 C3'1 t _ _ -. =34='E 114 7! ^"Ni •! 0____-___ L07 !O 17075 SQ. Ft. I 1 C d' C SUBSECTION 4 RICHT-OF-WWA UNE - --- \� 1 I g 111105/ fT !' FOUND SECTION GEMA 'D0�FL000PWN „ /T PI. r i CORNER AS DESCRIBED HEREON / RADIUS25.50' 25.50''p65y ` POINT I -ROW \ I.LiTATA/ ADORES$ ASSA:HFC 7A1 IBY THACI B LOT I ' . 13 CtiY SQ. FT. 2048S1/FT. C' ----T'--ISAE .!SOE76 GENERAL,' NOTE :2 03* ---J L -i _ - - - 1Fpg4Q>:D 14 I� SHELT 1) /A/tEA OF PR/YAR)' • ^ FOR WA1ER '1 FORTTON OP LOT /AREA OF ruG 696E fT.i 13- 1 SQ. AT./ H;CATr 0£O1;:ATED "I1 x, FCUND RCBAR & OVALITY POND T .1 4ow•3 YELLOW PLASTK; 1 4 [f V . PURPOSES EER UP Plc a4S94 , -_ & L N; 630.80' I -.......t t i' N00'34'34'W 696. 1" ''Y .\'O:"'.J P !S -W L• 'G> ;' a 1 319 6:7' R- • LONING RAt-H J & DEBORAH A PCRR1 ROW ^., #9347 N00'34'34W BLOCK 23 REC 09EOJS2C/ WEST 1/4 CO!ZYEN ERASS CAP, ^!TY OF WHEAT RIDGE DATUMFG25" Co"OL POINT 16105 011,3144 SCALE: t'- 30' Hx)RII J IN RANGE BJk MA1G+E5 � MONUMENT RCCORJ$ ON .n NOR1H` 70JCa9.5f. _ RLF 49 EAS'-+05760. 72 1 \2127\2'4-070 C1A1L\S1R4Y\PLAT\2t4-O20 PLA: F'NA'. NEW LO' COAtctG NEW TRACTS.DWC PAGE 2 OF 3 i _ FINAL_ PLAT t HOLLOW �j [�,r�1,`� � `�{f � y 1. i.. � riJ J V �t l S t.T �f A �i�i I A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION f 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 3OF3 JEFFERSON COUNTY SCHOOL DIST R' t t ERYLWILFC M SVGA: 3400 P:CRSON ST 1 5!+£'758 A I33RDAAYER L 4. T 71158 W 33RD ASF ' 9R0OK5.,CE SUBUT'ASION S'3 � � I RED 116660166 h 1 BROONS.'OF. SvBTNAS+ON Z f1. RCC /94072105 6: 94072106 Ei O i - - __qflA/L SIRE -T (AXISf2NG b0' NIGW2-Oi-iAr1 Row v0N -- - -- -- 19344 - - NO2T'<5"W I 500'27'45-E 309W 0454_ F�� MM 507 4 BOTH EASEMEI VACA-E0 BY S DOCUMENT RCC /____._.- REC LOT 13 29261 SQ. FT. (3315) :IMRS OF 100 YR. FLOODWAY -' REC. 08002178A DRA'AACE AND IITIITY EASEMENT-" HEREBY OEDI;ATLD BY THIS PLA' `\ - - - - - - - --- €TGe,i0r_ nor a �' / rP.4rr r is I 17061 SQ. rt. 6466 50. FT. �+ Polk V x 1.4, SCALL 1'• 30' NORIZ. - - - - - -- To :7y r s 4 •.• 7 - �_ .n �ID' ICE EASEMEN' o P -S 34594 PEC. /60023764 POINT OF ?i �5'IIEET 0 BE VACATED. IERMtNATED, AND ^ y ,._, FxONGLASm. 0 BY T'F y RECORDING OF 7wS LOT' 12. I I- 1 :� i )P':; c 03156'35' 16224 SQ. 1T. i0-4 1 IS;b C3 f4RArrl.VG APDl2L3s/ � j r @0p�;,� 065'04'34' I VT:LITY a ' 4 \ tv DRAINAGC l EASEMENT _ gZ � ;l - I �- I REC. /20!10938'0 � f� C5 / 7 / C0 _- ry O 1100' Rt -OF -WAY Or^ I I� 61.75 n--. - I REC. 1201209380911 CORNER AS Z 1IW15 OF 'co • !� YR. FLOODWAI 46 :RCC. 1SOD23784! 1 23 M' 23 00' _ �g3_ __------ +�'- 2398' 25.00' To :7y r s 4 •.• 7 - 45.74' i�Ol'ND RFBAN h I YEL:.C* PLAS7 C W o P -S 34594 CONTROL POINT 16309 POINT OF ?i �5'IIEET BEGINNING .;.\212'\214-020 01: AIL\9JRYE'Y\PLAT�t<-020 PLAT MAA. NEW L01 CONFIC NEW TRACTS DING WEST 1 /4 COKNi:R CEN'ER 1/4 CORNER CITY OF WHEAT 110GE 1 SECTION 28 DATUM o FOVN0 S 25- BRASS CAP CONTROL POINT 16309 r IN RANGE 60F MATCHES 140RTN -703060.17 fj MONUMENT RECORDS ON EU`1-IC7664.''.B 30.19' F:LL POINT OF 03156'35' - COMMENCEMENT 30.00' WEST 1 /4 COKNi:R I r{� Of WArAT RIDGE DATUM SECTION 26 CONTROL POINT FOUND 3.25 BRASS CAP 1670y IN RANGE BOX MATCHES NORTH - 704049.56 NONbMFNT RECORDS ON E,A5r. 105260.77 FEE. 0245213' WEST 1/4 CORNER PAGI. 3 01 3 aro W lbm sTREET ARVAM 00 root NI 0N74M=FAAOOT 4744M LEGEND SET 15x24' REBAR FENCES CURVE TABLE AND T' YELLOW CURVE 0 LENGTH RAM DELTA 04ORD BEARING CHORD LENGTH CI 23.66' 5450' 0245213' N13O6'12'W 23.47' C2 30.19' 54.46' 03156'35' N4171'06'W 30.00' C3 61.90' 54.50' 065'04'34' 58956'29'W 56.62. C4 S0.94' 54.50 053'32'54* S1740'34'W 49.10' C5 65.65' 54 50' 069101'01' S50136'23% 61.75 C6 19.01' CORNER AS 01 'j3* S47'I6'36'* 16.92' C7 251.54' ADDRESS ASSIGNED BY CITY 26426'46' S47DS'30'W 60.72' c8 11.05' E7.5 -V 06426'46' N42S3'30'W 10.06' C9 7967' OIOW'00' SIS'40'06'E 17.66' CIO 19.62. OWOO'W' N4179'54'E 17.66' CII 10.65' 7.56' 062'1700' S19Dr31'E 9.94' C12 69.67 54.50' 0"2540' N54'49 -WIT 60.00' C13 74.78' 54.57 076'3709' 536'36'29'* 69.35' C14 164.61' 54.50' 17303'06' 56551'26'* 10660' C15 29.79' 99.9r 01704'23' N7916'01'W 29.68' C16 54.16 150.00' 07'041'50' N60D6'50'W 53.69' C17 2038' 54.62' 0272722. N5799'51'W 20.I6' CIB 39.32' 1 11657 019'00'36' Swi3'28'E 39.14' CIO 4159 176.50' 019'44'13' S60'35'2YE 41.37' C20 719' 12.50' WIS'n' N321r31'E CII 6.23' 17.50' 0.77'43'42' S31w'43 E 8.06 C22 60.13' 174.50' 019'44 J5 56735'272. 59.63' C23 26.15 7550' 1 01959'54' 1 SWIY06-E 26.22' PAGI. 3 01 3 aro W lbm sTREET ARVAM 00 root NI 0N74M=FAAOOT 4744M LEGEND SET 15x24' REBAR FENCES AND T' YELLOW -- .Q PLASTIC CAP LAT UNE PLS 34580 EASEMENT LME r FOUND MONUMENT - - - - - - - - AS DESCRIBED ROAD CENTER LINE E -q MONUMCMATICN TO BE-� SECTION LINE ... __ 7`� SET PER CITY STANDARDS - AND C.R.S. 38-51-105 SUSSET10N 4 Tqn-- F -WAY UNE _ _ FOUND SECTION CORNER AS DESCRIBED HEREON (,T.gY.Tbi/ ADDRESS ASSIGNED BY CITY PAGI. 3 01 3 aro W lbm sTREET ARVAM 00 root NI 0N74M=FAAOOT 4744M A. Clase No. WS -14-02:. A request filed by William Lyons, Jr. for approval of a 14 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R - located at 3301 Quail Street and 3345 Quail Street. Ms. Reckert presented the case. She entered into the record the contents of the case file d a^and packet materials, the zoning ordinance, the comprehensive plan and the digital presentation. She stated the public noticing and posting requirements have been met. Planning Commission will make a recommendation to City Council which is the final authority. She reviewed the staff report anT. :r presentation. Ms. Reckert added a condition ® the recommended motion regarding PI "t6'Atifications and review by the Army Corps of Engineers. T4 # Commissioner TIMMS had questions d lot size for Lot 12 Commissioner T 0 Mle 1 1 '717ract A wbibh contains Lena Gulch and 4 Ofications to the water course. Ms. Recker( will remain in its current state in terms of I yes. CUMFmaTe in state in the late 1980's there was a cliannelization r an Drainage and Flood Control from Parfet to area. Chair BRINKMAN"9ked if street parking would be available since the roads will be S• rt considered fire lanes per Wheat Ridge Fire Department, M_ Recke stated Wheat Ri Fire Department did approve on -street parking. The cul-de-sac bulb will be most, affected. I Chair BRINKMAN stated it will not actually be a fire lane as read into record. Ms. Reckert stated that will function as a fire lane but will be allowed to have parking. Planning Commission Minutes June 19, 2014 Ms. Reckert replied any major changes woulW 4,e rev*tpllk I 1111 111 UJI Chair BRINKMAN inquired about the drainage for the Applewood Baptist Church (ABC) parking lot to the south of the project, Ms. Reckert stated when the ABC property was originall subdivided a draijig I � r, William Lyons, Jr. 6003 Willow Creek Dr., Creekside Communities t ease Me Army Coop of Engineers,•stated yes. MT'BTM?7,"#7"777c* a Tormal Suvralual Tollowea oy jU to 45 days process and permit is issued. Mr. Bishop stated he was hoping for approval of the plat in concept and will continue working with the Army Corps. They hope to get City Council approval but cannot be recorded until the Army permit is received. Planning Commission Minutes -3— June 19, 2014 Commissioner BUCKNAM asked if the case should be continued. Ms. Reckert answered that if Planning Commission feels comfortable with moving forward with the plat in concept, then the plat can be forwarded to City Council. Commissioner DORSEY asked now that wetlands are being created within the development will it be open area or will it connect to walking trails along Lena Gulch. Mr. Reckert stated Lena Gulch currently is just a wildlife corridor and not designated as a walking trail. Commissioner DORSEY asked if a Homeowners area. Mr. Bishop replied yes. Association. will maintain this new ion of all parties involved ........ ........ ........ 11 Affe as--wtit overflow M er 2M'i i Amy Sages 3455 Quail St., Wheat Ridge, CO Ms. Sares stated she has also seen the property flood over the past eight years from Lena Gulch and is concerned. Discussion continued regardin�4 .S neighborhood, Commissioner BUCKNAM stated he was at Prospect Valley Elementary last fall just previous to the September floods and saw how he2yA 1y,1- 111111gation To ne1M Planning Commission Minutes June 19, 2014 Mr. Brink stated the proposed drainage pipes are very large and will provide relief to the area that they previously have not had in the past. Commission and City Council. Ms. Re plat or not. When it becomes more of an reviev,1---i by Planning Cornmissiii Mr. Brink also stated that the VL'iiiE MIMMWO M 2014. The applh removal of Lot 2 review. The mo, Motion aDvrov e( EN 12 at all possible. their plans with a modified plat that reflects staff and Planning Commission enough time to ed by Commissioner OHM. 11RD&VMPAIAm • m Plarming Commission Minutes -5— June 19, 2014 Meredith Reckert From: Dave Brossman Sent: Wednesday, August 20, 2014 8:07 PM To: daperri@mindspring,com Cc: Scott Brink; Steve Nguyen; Meredith Reckert Subject: Quail Hollow Drainage Concerns Attachments: Overall Grading Plan from Site Construction Plans-Review-3,pdf Dear Ms. Perri - Meredith Reckert, Senior Planner forwarded me an e-mail from you containing the letter you intend to enter into th record at Planning Commission regarding the draina,,-ie desiP_Apft_hP__r0_�_# Works always reviews the drainage and grading plans of proposed subdivisions to ensure minimal impacts to surrounding and downstream properties, Im 11M likTart • of you To minimize potential runoff from this !• f. your a swale (a drainage ditch) along the westerly side of the subdivision to carry stormwater to Lena Gulch rather than youto. I don't know how well versed you are in map -reading, but I have attached a marked -up sheet from the Construction Plans that we are currently reviewing, If you need help with this I'd be delighted to explain it. Please note however that this sheet is taken from plans that are still under review and not final, and the design will not be used for construction until fully approved. IM . . to contact me at 303.,,, - Dave Brossman, Development Review Engineer August 19, 2014 Wheat Ridge Planning Commission Wheat Ridge, CO 80033 RE Quail Hollow Proposed Development To the Planning Commissioners: Hello, my name is Debbie Perri and I am the property owner of the land directly west of the proposed development entitled Quail Hollow. I am writing this letter to you to express some of my concerns regarding this development and how it will impact illy property and the rest of the neighborhood, I was present at the meeting on July 17, 2014 when Mr. Lyons, Jr. presented his plans for the proposed subdivision. At that time he stated that his plans included changes in the elevation of the property up to 6 ft. My concerns relate to this change in elevation and how it will affect the historical flow of water and the potentially negative affects this will have on illy property and the homes and properties all the way to Routt Street. You are all aware of how badly this whole area floods during times of heavy rains. Last September when we had days of torrential rains, all of the water coming down from 26'h flooded this whole area. I met with Meredith Reckert on Friday, August 8, 2014 to discuss my concerns and to get clarification on some of the specific plans. When I asked her about these elevation changes and ]low they will affect the historical flow of water on my property, she said that she was unable to answer that and suggested that I talk to a city engineer. I have not been able to do that yet. I have read over the paperwork distributed at the meeting on July l7t" and also the Minutes of the Meeting and nowhere in either of these documents does it address drainage to the west of the proposed subdivision. Water flows downward and illy property and the homes west of me on Routt Street are all lower that this proposed development. It stands to reason that we will bear the brunt of this water drainage during times of heavy rains. I don't want this development to create a drainage problem that would impede or increase expenses of the further development of my property. Another concern I have with the change in elevation deals with any future development and the possibility of continuing 33d Avenue to the right-of-way on Routt Street. If 33"d Ave is 6 ft higher than Routt St, how would you logically join the two right-of-ways? Tile elevation change of this road from the east boundary of my property to Routt Street could be 6 ft. which would make my property basically unbuildable. Finally, if this development is raised up to 6 ft. as proposed, what plans are there to make it not appear unsightly to the neighbors to the west. If you have seen how the elevation change was handled when Applewood Baptist Church did their parking lot, you will know that when are standing to the west of the parking lot looking east, what you see is a hill of dirt topped by a 6 ft. stockade fence. It is very unsightly. I am wondering if this is also the plan for this development. Thank you for your time and consideration. Sincerely, �LAi City of W heat idge �QOMAML!Nay DEVELOPMENT CITY OF WHEAT RIDGE COMMUNITY DEVELOPMENT STAFF REPORT TO: Planning Commission CASE NO. & NAME: DATE OF MEETING: ACTION REQUESTED: CASE MANAGER: M. Reckert WS-14-02/Quail Hollow August 21, 2014 (continued from July 17, 2014) A request for approval of a 14 -lot subdivision plat on property zoned Residential -One (R-1) LOCATION OF REQUEST: Approx. 3301 Quail Street and 3345 Quail Street APPLICANT: William Lyons APPROXIMATE AREA: 9.15 acres PRESENT ZONING: Residential -One (R-1) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Planning Commission WS-14-02/Quail Hollow All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST The applicant is requesting approval of a 13 -lot major subdivision on property zoned Residential -One to accommodate 12 new single family residential dwelling sites. The property is located at approximately 3301 Quail Street and 3345 Quail Street. Because this is a major subdivision, Planning Commission will be providing a recommendation to City Council who will be the final authority for approval. This case was heard by Planning Commission on July 17, 2014 but was continued due to modifications to comply with Army Corps of Engineers requirements. Attached as reference are the Planning Commission minutes from July 17, 2014. (Exhibit 1, minutes) In this report, only the new plat design will be discussed. in addition to other items brought up at the July 17 hearing. II. SUBDIVISION PLAT MODIFICATIONS Case No. WS -14- 02 was continued from the Planning Commission meeting on July 17, 2014 to August 21, 2014 so that a revised plat could be prepared to meet the requirements of the Army Corps of Engineers regarding stream modification. The applicant received the Nationwide Permit No. 29 on July 25, 2014. The permit allows them to construct the improvements as proposed. Attached as Exhibits B and C are copies of the July 17 plat and the August 21 plat. (Exhibits 2 and 3, original and revised plat) The plat and drainage system have been modified so that storm water enters the site at the southeast corner and is conveyed in an open channel across what was formerly Lot 2 in an area identified as Tract G. Once the creek meets Quail Street, it is piped under the street and then daylights from the cul-de-sac bulb back into an open channel that runs northwest to the open space area. The minor tributary to Lena Gulch carries a substantial amount of off-site drainage flows generated by properties to the south and southwest, which must continue to be accommodated on the property. As such, there is still a conveyance pipe that runs along the eastern perimeter of the subdivision to convey these flows. The drainage design revisions impact all of the lots on the eastern side of Quail Court. With new Tract G, which accommodates a portion of the open drainage channel, the number of lots on the east side of the street is reduced from 6 to 5. The excess land from original Lot 2 (minus Tract G) has been primarily allocated to Lots 1 and new Lot 2 but all of the lots along the eastern perimeter are somewhat modified in size and configuration. The lots on the western side of Quail are not impacted in regard to size but they have been renumbered because one lot is being displaced by the new drainage tract. Likewise, the two lots on Quail Street have not been impacted but they have also been renumbered. Tract A has also modified to accommodate the open channel and expands its size from 80,536 sf to 82,156 sf. Planning Commission 2 WS-14-02/Quail Hollow All of the lots within the revised plat meet or exceed the R-1 zone district standards. Below is a table which compares lot sizes and numbers between the two plat versions. Lot # Lot # Original plat Revised plat Lot I Lot 1 16, 043 sf 16,453 sf Lot 2 Tract G 14,937 sf 6466 sf Lot 3 Lot 2 15,625 sf 17,081 sf Lot 4 Lot 3 14,465 sf 18,959 sf Lot 5 Lot 4 20,393 sf 22,044 sf Lot 6 Lot 5- 16,711 sf 14,410 sf formerly Lot 6 Lot 7 Lot 6 — 14,869 sf 17,712 sf formerly 7 Lot 8 Lot 7 — 17,712 sf 15,000 sf formerly Lot 8 Lot 9 Lot 8 — 15,000 sf 14,966 sf formerly Lot 9 Lot 10 Lot 9 — 14,966 sf 17,075 sf formerly Lot 10 Lot 11 Lot 10— 17,075 sf 20,487 sf formerly Lot Il Lot 12 Lot l 1 — 20,487 sf 16,224 sf formerly Lot 12 Lot 13 Lot 12 16,224 sf 23,281 sf formerly Lot 13 Lot 14 Lot 13 — 23,281 sf 23,281 sf formerly Lot 14 Planning Commission WS-14-02/Quail Hollow 111. OTHER ITEMS The following additional items were discussed on July 17 for which staff provides the following information. Flag lots Discussion at the July 17 public hearing included the configuration of Lot I l within the proposed subdivision plat. It was referred to as a "flag lot" and it was asked whether alternate designs were considered which eliminated the long drive portion of the property. Lot 11 has an irregular lot shape with a large buildable portion on the north and a long driveway which extends south to 33'd Avenue. On Lot 11, a breakdown is provided as to square footage of the buildable area and the driveway. The subdivision regulations were recently amended and specifically address flag lots. While they are discouraged, there are criteria that need to be met in order to plat in this configuration. See language below: "1. Flag lots are not encouraged but are permitted when they are the most appropriate development option as determined by the community development director. Use of a flag lot design shall meet the following criteria: a. The minimum ividth of the pole portion abutting a public street is 25 feet. b. Use of a flag lot design is necessaryfor effective development of land. c. The proposed design does not negatively affect public safety and includes clearly defined access for private use and for emergency service. " The applicant has provided exhibits which demonstrate how this property will likely develop and treatment of the driveway. (Exhibits 4 and 5, flag lot renderings) Staff concludes that Lot 11 meets the criteria specified in the Subdivision Regulations and recommends its configuration be left "as is". Fill dirt On July 17 concern was expressed regarding the amount of fill dirt being put on the property and how this will relate to adjacent homes on Quail Street. The applicant has provided exhibits which show two section profiles and the relationship to the existing houses to the east. (Exhibits 6 and 7, plan view and cross-section) III. STAFF CONCLUSION Staff concludes that the revised subdivision plat is consistent with the approval by the Army Corps of Engineers. Staff further concludes that the plat is consistent with the City's R-1 zone district minimums and that all requirements of the subdivision regulations have been met. For these reasons, a recommendation of Approval is given with conditions itemized in Option A of the recommended motions. IV. RECOMMENDED MOTIONS OPTION A: "I move to recommend APPROVAL of Case No. WS -14-02, a request for approval of a thirteen -lot major subdivision plat for property located at 3301 and 3345 Quail Street, for the following reasons: Planning Commission 4 WS-14-02/Quail Hollow I . The revised subdivision plat is consistent with the approval by the Army Corps of Engineers. The proposed lots meet or exceed the R-1 zone district regulations. 2. All requirements of the subdivision regulations have been met. 3. Utility districts can serve the property with improvements installed at the developer's expense. With the following conditions: 1. A Subdivision Improvement Agreement be executed whereby all public improvements are in place prior to issuance of building permits for individual lots. 2. The developer pay parks fees at the time of plat recording in the amount of $32,464.77. 3. The Homeowners' Association covenants be reviewed and approved by Staff." OPTION B• "I move to recommend DENIAL of Case No. WS -14-2, a request for approval of a thirteen -lot major subdivision plat for property located at 3301 Quail Street, for the following reasons: 2. Kim Planning Commission 5 WS-14-02/Quail Hollow EXHIBIT 1: PLANNING COMMISSION MINUTES A. Case No. WS -14-02:. A request filed by William Lyons, Jr. for approval of a 14 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street and 3345 Quail Street. Ms. Reckert presented the case. She entered into the record the contents of the case file and packet materials, the zoning ordinance, the comprehensive plan and the digital presentation. She stated the public noticing and posting requirements have been met. Planning Commission will make a recommendation to City Council which is the final authority. She reviewed the staff report and digital presentation. Ms. Reckert added a condition to the recommended motion regarding plat modifications and review by the Army Corps of Engineers. Commissioner OHM asked for confirmation of the 2014 floodplain map and if any lots exist in it. Ms. Reckert stated none of the lots are in the 100 -year floodplain. Commissioner TIMMS had questions about proposed Lot 12 in regards to flag lots. Ms. Reckert stated that the subdivision regulations were modified to exclude the flag pole portion of the Lot in the area calculation but has not done the calculation for remaining lot size for Lot 12 Commissioner TIMMS wonders if any other design options were discussed because it looks like a leftover and is not part of the rest of the subdivision. Ms. Reckert stated different plat design options were considered and felt this was the best option. Commissioner BUCKNAM inquired about Tract A which contains Lena Gulch and asked if the development would require modifications to the water course. Ms. Reckert replied no. Commissioner BUCKNAM asked whether it will remain in its current state in terms of contours, vegetation, etc. Ms. Reckert replied yes. Commissioner BUCKNAM asked if any modifications have been made in 1,000 meters in either direction. Ms. Reckert stated in the late 1980's there was a channelization project completed by the City and Urban Drainage and Flood Control from Parfet to Kipling which impacted this area. Chair BRINKMAN asked if street parking would be available since the roads will be considered fire lanes per Wheat Ridge Fire Department. Ms. Reckert stated Wheat Ridge Fire Department did approve on -street parking. The cul-de-sac bulb will be most affected. Chair BRINKMAN stated it will not actually be a fire lane as read into record. Ms. Reckert stated that will function as a fire lane but will be allowed to have parking. Chair BRINKMAN asked if any future plat reviews would be administrative. Ms. Reckert replied any major changes would be reviewed by Planning Commission. Chair BRINKMAN inquired about the tributary to Lena Gulch that dissects the property. Ms. Reckert deferred to the developer. Planning Commission 6 WS-14-02/Quail Hollow Chair BRINKMAN inquired about the drainage for the Applewood Baptist Church (ABC) parking lot to the south of the project. Ms. Reckert stated when the ABC property was originally subdivided, a drainage pond was built to the north with a conveyance pipe running along the west side to Lean Gulch. Chair BRINKMAN inquired if the property to the west is developed can they use 33rd Avenue to connect to Routt Street? Ms. Reckert said yes. Chair BRINKMAN wondered what the impact would be if FEMA modifies the 100 -year floodplain prior to the property being developed. Ms. Reckert stated FEMA does not often update the limits of the floodplain and it is usually a long process. William Lyons, Jr. 6003 Willow Creek Dr., Greenwood Village, CO Creekside Communities Mr. Lyons stated the goal of the project is to focus on homes built for the empty nester. The homes will be single story with three and four car garages with steeper tiled roofs that have 12 foot ceilings with a focus on energy efficiency. Mark Bishop 3645 Lewis St., Wheat Ridge, CO Jehn Engineering Mr. Bishop explained how the drainage for the church along the property lines will function and drain into Lena Gulch. He presented a modified lot layout and stated potential design changes are a result of a national permit issued in 2009 by the Army Corps of Engineers. Discussion continued regarding the Army Corps' permitting process and impact on the subdivision design. Lot 2 will be replaced by a drainage conveyance tract that will be turned into an amenity for the development. The lot lines in tract A were widened to accommodate the wetlands on the property. Commissioner BUCKNAM asked if this new configuration will appease the Army Corp of Engineers. Mr. Bishop stated yes. Commissioner BUCKNAM asked what further approval is required to move forward. Mr. Bishop stated a formal submittal followed by 30 to 45 days process and permit is issued. Mr. Bishop stated he was hoping for approval of the plat in concept and will continue working with the Army Corps. They hope to get City Council approval but cannot be recorded until the Army permit is received. Commissioner BUCKNAM asked if the case should be continued. Ms. Reckert answered that if Planning Commission feels comfortable with moving forward with the plat in concept, then the plat can be forwarded to City Council. Commissioner DORSEY asked now that wetlands are being created within the development will it be open area or will it connect to walking trails along Lena Gulch. Mr. Reckert stated Lena Gulch currently is just a wildlife corridor and not designated as a walking trail. Planning Commission 7 WS- 14-02/Quail Hollow Commissioner DORSEY asked if a Homeowners Association will maintain this new area. Mr..' ' Bishop replied yes. Chair BRINKMAN asked if fill will be added for the lots. Mr. Bishop stated due to groundwater there will need to be anywhere from 3 feet to 6 feet of fill brought in. Chair BRINKMAN inquired about future drainage concerns and what entity would work with the Army Corp of Engineers to review this. Mr. Bishop stated the Homeowners Association. Chair Brinkman opened the public hearing. Caroline Green 11254 W. 38`x' Ave, Wheat Ridge, CO Ms. Green stated concerns about Lena Gulch and the coordination of all parties involved including the Army, developer, City and Urban Drainage. Arthur Gibbard 3415 Quail St., Wheat Ridge, CO Mr. Gibbard wants to know how the fill will affect the properties on Quail Street as well as the flood plain. He has seen Lena Gulch overflow over the years and is concerned that there will be impacts as a result of the development. He would prefer the area remain undeveloped. Amy Sares 3455 Quail St., Wheat Ridge, CO Ms. Sares stated she has also seen the property flood over the past eight years from Lena Gulch and is concerned. Discussion continued regarding past stone events and impact on the property and the neighborhood. Commissioner BUCKNAM stated he was at Prospect Valley Elementary last fall just previous to the September floods and saw how heavy the water can get on Quail Street. He wonders do we need to take into consideration the amount of drainage down Quail along with the proposed wetland mitigation to help this. Mr. Brink stated the proposed drainage pipes are very large and will provide relief to the area that they previously have not had in the past. Mr. Bishop readdressed the Commission and citizens stating that in this project they have designed it to also improve the Quail Street drainage issues to get the water to Lena Gulch. Also with the added curb, gutter and sidewalks in this subdivision, water that has been flowing down Quail Street should now be directed to 33`d Avenue. Commissioner OHM asked what would have happened if we didn't know about this change from the Army and approved the plan as is, would it come back to Planning Commission and City Council. Ms. Reckert stated it depends if it needs to have a new plat or not. When it becomes more of an impact to the overall area, then they would be reviewed by Planning Commission and City Council. Planning Commission 8 WS-14-02/Quail Hollow Mr. Brink also stated that the new proposal is consistent with the past plan and is really not a large change as far as Public Works is concerned. CHAIR BRINKMAN closed the Public Hearing Commissioner BUCKNAM stated he appreciates the work the applicant has put into accommodating the wetlands retention in the revised plat. Since that revision was included in the presentation, it is part of the case. He would like to consider a continuance. Commissioner TIMMS stated he concurs with Commissioner Bucknam and feels it warrants further discussion. Commissioner OHM stated he is okay with a continuance or to move forward tonight. He also would like to see Lot 12 reconfigured if at all possible. It was moved by Commissioner BUCKNAM to continue the case until August 21, 2014. The applicants can resubmit their plans with a modified plat that reflects removal of Lot 2 thereby giving staff and Planning Commission enough time to review. The motion was seconded by Commissioner OHM. Motion approved 4-1 with Commissioner Brinkman voting no. Planning Commission WS-14-02/Quail Hollow 9 EXHIBIT 2: JULY 17, 2014 PLAT 10 Planning Commission WS-14-02/Quail Hollow EXHIBIT 3 - AUGUST 21, 2014.PLAT Planning Commission 1 S-14-02r'Quail Hollow QMU'S CERTIFICATE WE. GUAR HOLLOW PATIO 4OME5, LLC. LEND THE OWNERS OF REAL PROPERTY CONTNNNC 9 145 ACRES MORE OR LESS, BONG DESCRIED AS FOLLOWS: LOT 2, APPLEWOOD BAPTt51 CHVRCH SUSDN1510N, CYILYRIY OF JEFFERSON, STATE OF COL.ORADD. AND BEING FURTER DESCRIBED AS FOLLOWS, LOTS. THE SOUTH 10 FEET OF LOT 4. AND 74E KORTH 200 FEET M LOT 6, APPLEWOOD KNOLLS - 12TH FLING. COUNTY OF JEFFERSON. SATE Or COLORADO. (CITY OF WIEAT WOLF PERSOWYI REAM NOTE THAT THF hStPTK1N PARCCI ILL NTS NOTE tJ-cn�08FikQkEO.; A PARM OF LAND BEING A PORTION OF APPIEW00D 9APTIST CHURCH SUBDIVISION REC. /2006142621. AND A PORTION CA APPLEWOOD KNOLLS 17TH FILING RIC OF0397126, OWN KING LOCATED IN tHE NORTHWESIWTEP. T OOF SECTION 26. TOWNSHIP 3 SOUTH, RANGE 69 WEST Of THE IBM F48NCIPAL MER1D". COY OF WHEAT RIDGE, COUNTY OF ATF RSA( --ATF OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BASIS OF BEARINGS' BORINGS ARE BASED ON THE SOUTH LANE OF THE NORTHWEST QUARTER OF SAID SECTION M BEA, CONSIDERED TO BEAR SOUTH 69'19'53' WEST, A DISTANCE OF 262364 FEET BETWEEN THE FOLLOWING DESCRIBED MONUMENTS --CENTER QUARTER CANER SECTION 25 SEWNC A FOUND 3.25' BRASS UP N RANGE BOX MATCHK MONUMENT RECORDS ONFILE. WHEAT RIDGE COMRO POINT, NUMBER 16309. - WEST DIWBER CORNER SECTION 28 BERG A FOUND 325' BRASS CAP N RANGE BOX MATCHES MOVLWENT RECORDS ON FILE. WHEAT RIDGE CONTROL POINT NUMBER 16709 COMMENCING AT SND CENTER DUMMER CORNER; THENCE ALONG SND SOUTH LM OF THE NORTHWEST OWRTER SOUTH 69'19'53' WEST, A DISTANCE OF 1.475 70 FEET 70 A POM WHERE THE EAST LNE Or LAT 1 OF SAC APPLEWOOD BLPTLST CMJK- SUBDW90N EXTENDED INTERSECTS SAID SOUTH 144; THENCE ALONG SAID EAST UK AND EAST LINE EXTENDED NORTH 0030'57' MST. A DISTANCE OF 670.8(1 FEET 70 THE SOLTHEAST CORNER OF LOT 2 OF SAID APP, VOOD BAPTIST CHURCH AND THE PUNT OF BEGINNING; 7HCNCE "K THE COMMON LINE DN SAC LOTS I AND 2 SOUTH W19'5A' WEST. A DISTANCE OF 492.70 FEET 10 THE SOUTHWEST CORNER Or SAID LOT 2. THENCE ALONG THE SQUIDWY OF SND LOT 2 THE FOLLOWING THREE (3) COURSES AND DISTANCES; 1)TIIECE NORM 00'34'34' WEST. A DISTANCE Of 696 .0,5 FEET; 2)T KI NORIH 09'15'26' EAST, A DISTANCE OF 493.43 FEET; ])THENCE SOUTH 0030'5T EAST. A DISTANCE OF 432.45 FEET; THENCE KONG THE NORTH LINE OF THE SOUTH 10.00 FET. Of LOT 4 SAID APPLEINODD KNOLLS 17N RAG NORTH. 89'23'02' EAST. A DISTANCE OF 177.57 rEfT TO THE WESTER,Y RCATY-OF-MAY U OUML ST.; THENCE KONG SAID WESTERLY MOTET -OF -WAY SOUTH 0027'45' EAST. A DISTANCE OF 309.98 FTL7; THOU KONG THE SOftNERIY UNE Or THE NORTH 2DO.OD FEE7 OF LOT 6 OF SAID APPLEWOOD KNOLLS 12TH nLDrO SOUTH 89.23.07* WEST. A DISTANCE Or 177.28 FEET TO THE EASTERLY UNE OF SAID EO' I MPLEW000 BAPTIST CHURCH, TRICE ALONG SAID EASTERLY Loc. NORM 00'30'57' WEST. A DISTANCE OF 45 74 FEET TO THE POINT OF BEGINNING. CONTANW- J98,365 SCOW rM OR 9.145 ACRES, MORE. OR LESS HAVE LINO OLR, SUBDIVIDED AND PUTTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF IXwE IOW vNWMVIc4TM A SUBDIVISION Or A PART OF THE CITY OF WEAR PIDGE, COLORADO, AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT MOR[ AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RCNR-OF-WAY. AND DO FURTHER DEDCAT TO THE CITY Of WHEAT RIDGE 4TH IN= MUNICIPALLY OWN© AND/OR MUNICIPALLY FRANCM60C UTILITIES AND SERVICES THOSE PORTION$ 01 REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION. INSTALLATION. OPERATION. MANTEHANCE. REPAIR AND REPLACEMENT FOR ALL SEANCES. THIS INCLUDES BUT 6 NOT LIMITED TO TELEPHONE AHG ELECTRIC LINES. OAS MKS. WATER AND SANITARY SEWER LASS. HYDRANTS. STUN WATER SYSTEVS AND PIPES. Df1FNTJN PONDS, STREET LIGHTS AVD AL' APPURTENANCES THERETO SY; WRLIAM S LYONS JR. AS MANAO A OUAA HOLLOW PATIO HOLIES. LLC 6143 S. WILLOW DRIVE SAT 300 GREENWOOD VLLAGE, CO 30111 STATE OF COLORADO ) ) SS COACT' OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _,(AY or' A.D. 2D_.. 91'__-- W',rwm W HIND AND Ofntil Sf/:. YY COMMISSION EXPERTS _--- By LORA J H6L AS OWNERS LOTS 13 AND 14 3M5 QUAIL ST. WESTMINSTER. COLORADO STATE OF COLORADO ) ) SS co1INTY OF JCFrv" ) AND MCARTHUR 0 HILL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THF _INT OF ---. A.D. 20-- ------.. ANO OFFICIAL SCA'. W Co1NMS5XIN EXPIRES. FINAL PLAT g¢ ',j\ QUAAT LJ F h �f L l ) l �v , � B D g t/ 11� J I O i 1' A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 1 OF 3c.a (I _'l _ F WITNESS MY NIDD GENERAL NOTES: 1.) PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAY ARE US. SURVEY FEET. ONE METER EQUALS 39 37 DIVSDED BY 12 U S SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 21 ANY PERSON WHO KNOWINGLY REMOVES. ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT. LAND SURVEY BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUE 1B -4 -SOB, C.R.S. 3.) NOTICE. ACCORONG TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DETECT IN THIS SURVEY BE COMMENCED MORE THAN TEV YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4.) FIRST AMERICAN TITLE COMPANY, INC, FILE NUMBER 5520-222!,78Q EFFECTIVE DATED MARCH 16. 2014 AT 5.00 P.M (AS TO LOT 2. APPLEW000 BAPTIST CHURCH SUBDIVISION), AND FIRST AMERICAN TITLE COMPANY, INC. FILE NUMBER 5520-7264851, EFFECTIVE DATED MAY 30, 2014 AT 5.00 P.M. (AS TO THE HILL. PROPERTIES), WAS ENTIRELY RELIED 'UPON FOR RECORDED RGMTS-OF-W'AY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. 5.) JEHN ENGINEERING, INC. HAS MADE NO INVESTIGATION OR NDEPFNDENT SEARCH FOR RECORDED/UNRECORDED EASEMENTS, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE AMC) CURRENT TITLE SEARCH MAY DISCLOSE. 6.) ALL LOT CORNER MONUMENTS SMALL BE SET PER COLORADO STATE STATUTE 38-51-105. 7.) BASIS OF BEARINGS- BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST OUARTFR OF SECTION 26 BEING CONSIDERED 10 BEAR S 89'19'53' W BETWEEN IA04UMENTS AS SHOWN WITHIN THIS PUT BETWEEN CITY OF WHEAT RIDGE CONTROL POINTS /16309 AND /16209. B ) TEN -FOOT (10') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBUC STREETS AND FROM AND REAR PROPERTY LANES OF EACH LOT N THE SUSOMSIDFN OR PUTTED AREA FIVE -f OOT (5') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACEh: TO ALL SIDE L07 LINES OF EACH LOT IN THE SUBDIVISION OR PUTTED AREA THESE EASEMENTS ARE DEDICATED FOR THE INSTALLATION, MMNTENANCE, AND REPLACEMENT Or ELECTRIC, CAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITIES. LIT)LIT,ES SMALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDMSWFN PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERLTIFD WITHIN SAID UTILITY EASEMENTS. 9.) THE GEODETIC PONT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARE STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0 07 US. SURVEY FEET AT THE 95X CONFIDENCE LEVEL. AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CON'ROL SUBCOMMITTEE (FGDC-STD-D07.2-199B). 10.) THIS PLAT IS ON THE CITY OF WHEAT RIDGE 'CURRENT CITY DATUM', DEFINED AS FOLLOWS. A. A GRIND -BASED MODIFIED FORM OF THE NAD53/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502 S. VERTICAL DATUM USED 15 THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD85). C. GROUND TO GRID COMBINED SCALE FAC70R IS 099974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCJRACY CONTROL PONT /1) HAVING THE FOLLOWING NAD63/92. STATE PLANE CIIIRDINATES: PHAC T! NORTHING: 1701258 75, EASTING' 3118217.5a. ELEVATION 5471.62. 11.) THE AREA HEREIN SHOWN AS -TRACT A'CONTARNS A REGULATED ROOCI AND 15 HEREBY DESIGNATED AS A NON-BNLDABLE TRACT THAT SHALL BE MAINTAINED BY THE OWNERS, SUBSEOlENT OWNERS. HEIRS, SUCCESSORS. AND AMCNS A DRAINAGE EASEMENT OVER THE ENTIRETY or TRACT A IS HEREBY GRANTED TO THE CITY OF wKAT RIDGE. 12-) THE STDRMWAFER OUALITY DETENTION AREA HEREIN SHOWN AS 'TRACT B' SHALL BE CONSTRUCTED ANO MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACI B IS HEREBY GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE, SO THAT IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SMALL HAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK, THE COST WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TD PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED WITHIN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT APPROVAL OF THE D:RFCTOR OF PUBLIC WORKS. 13.) THE AREA HEREIN SHOWN AS TRACTS 'C' AND 'D" ARE HEREBY DEDICATED BY THIS PLAY AS PUBLIC R)GHI-OF_WAY. IF, AT A rUTURE DATE. THE CITY WISHES TO VACATE THE TRACT 'C" AND 'D' RIGHT-OF-WAY, TRACT 'C WILL BECOME A PART Or LOT 11 AND TRACT b' WILL BECOME A PART OF LOT 12 14.) PROPERTY IS ZONED RESIDENIIAL-ONE (R-1). 15.) ACCORDING 10 FEMA FIRM PANELS 194 AI 713 Or 675, BENC MAP NUMBERS 08059CO194r A OwS9CO213F BOTH DATED FEBRUARY 5. 2014, THE SUBJECT PROPERTY UES WITHIN BOTH AE L X (UNSHADED); ZONE AE: BASE FLOOD ELEVATIONS DETERMINED. ZONE X (UNSHADED). ARCAS DETERLNNCO TO BE OUTSIDE THE 0.21E ANNUAL CHANCE FLOODPLAIN. 16.) TRACTS E AND f ARE HEREBY DEDICATED TO THE WAIL HOLLOW HOME OWNERS ASSOOATON FOR LANDSCAPING, ACCESS, DRAINAGE AND UTILITIES. 17.) LOTS 13 AND :4 ARE EXCLUDED FROM, AND NOT SUBJECT TO, THE OVAIL HOLLOW HOME OWNERS ASSOCIATION. Al SUCH TIME AS THE OWNERS, HEIRS OR ASSIGNS DESIRE TO JON THE WAIL HOLLOW HOME OWNERS ASSOCIATION. THEY MAY PETITION TO DO $0 IN ACCORDANCE WITH THE OUAIL HOLLOW COVENANTS. 18) IKE PORTION OF THAT CERTAIN DETENTION EASEMENT AS DEUNEATED GN THE PLAT RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY, COLORADO, ON DECEMBER 1, 7006, A' RECEPTION NO. 2006142621 THAT LKS WITHIN THE BOUNDS OF THE WAIL HOLLOW SU8D,VISCN, AND HEREIN INDEN701ED ON THIS PLAT AS BEING 'HEREBY VACATED BY THIS PLAY SHALL FOREVER BE VACATED. TERMINATED, AND EXTINGUISHED BY THE CITY OF WHEAT RIDGE UPON RECORDATION OF THIS PLAT WITH THE JEFFERSON COUNTY CLERK k RECORDER'S OFFICE. IPARCCL NAME SOUARE FELT ACRES (LOT I '- IW43 036a yl !LOT 2 I 14937 ( 0.343; CLOT 3 15625Z59 LOT 4 LOT _ 14465 -7I`} 0.332 LOT 5 20393 ( 0.4981 LOT 6 i 16711 0.35 I ---} LOT 7 14869 0.3441,! Lor a - 17712 0.407 7' _ LOS 9 15000 0.344 LOT 10 14966 0,344 LOT I L I 17075 0.392 LOT 12 20497 I 0,470 V LOT 13 16224 0.372 i AT 14 23281 0.534 TRACT DATA TABLE FP=ARCELNAMEf5MLDAREFEEEI ACRES3 1.6491 1 10878 10.250 2925 0 067 1751 10,040 TRACT E 1555 0.036 TRACT r 5370 ' 0.123 TOTAL or -I}-- TRACTS ,03041 i 2.365 i TOTAL_ qI l0 __-ZS77W4 5.458 ,� R -OF-WAY 7 T.3211,�' TE 0Tµ STE 398JS5_�9.t45� 11WIMA'll VICINITY MAP ,CALF 1'_500 PLANNING COMMISSION CERTIFICATION PLANNING COMMISSION CERRNonoN RECOMMENDED FOR APPROVAL THIS __ DAY OF 2011. EN IMC *NEAT RM PLANNING COMMIS"JCN, CHAIRPERSON CITY CERTIFICATION' APPROOILD THIS -DA* OF ,_, 2014 RI' ME WHEAT RIDGE CRY COUNCIL AST CRY CLERK ---^ Q7MMJN1IY DEVELOPMENT DRECTOR DRCCIOR C4 RWIC WORDS CASE IiISTOP)' ATS -06-07 ISIS -07-01 11TS-14-02 SURVEYOR'S CERTIFICATE 1 ROBERT U HENNESSY, A REGISTERED LAND SURVEYOR IN THE STATE Or C0.ORADC. DO HEREBY CERTIFY THAT THE T ACC A WAIL HOLLOW SUBDINSIpN WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAT ACCURATEIT` AND PROPERLY SHOWS SAID SUBDIMSION. ROBERT J. HENNESSY*PLS . 345M FOR AND ON BEHALF OF .EHN ENGINEERING, INC. CLERK AND RECORDER'S CERTIFICATE' RECEPTION• NUMBER _--- ACCEPTiNC FOR FLING IN THE OFTICE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY, AT GOLDEN COLORADO ON THISDAY OF 2014 AT O'CLOCK. JEFFERSON COUNTY CLERK AND RECORDED JL4^'77\271-CTO OIIA ;'.`. � c IiVG REVISRONS . «P asp nw d,.l e. i EXHIBIT 2 7 PTY BARS /}6/14 17* � i• i s� AfX(6 HWN WI6[X¢s 1p PR0.ECr 4A/W4 RAS • NAC Wf WSTEA$NEET _ /AYA�L CO�tR PACT: 1 OF 3 n1 DOR uAamt FAx aw; 46.411! { \j FINAL PLAT _ QU �J1`{f'fq Jy[\(/�J►(\j�jj[jr\e{[yp'�� ,tl"p •/4 CORNER CITY OF WTFP' RIDGE AIL 1 :LJ i._.i. t/ J:•�J `Ll � SUBDIVISION l./ �l Ja !' , slC':•,; 26 DATUM ;OU,- 3.25- BRASS CAP CONTROL PIX%T 16309 A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28 TOWNSHIP 3 SOUTH RANGE 69 WEST 6TH P.M. IN 'ILE�PGtKTCOFMAT`HES N(RTH.70308017 / Vi MONUMENT RECORDS ON EAST+10788A 16 CITY OF WHEAT RIDGE, COUNT i" OF JEFFERSON, STATE OF COLORADO ' LroYYP.�CFY6AT PAGE 2 OF 3 i R - i ZON,NG R - i 2GNING I ARTF UR A A LINDA G OBAR0 R_ ! 20N,NG L _ �; �PUND CAESAR } 'ADELC Mo 0TOOLE MARK A & AMY C SARF.S LOT 3 if ROM; f SCF2NFY .VFF VIFF.T 3 FOR QUAIL 5HF.FT 3 1.5' A:t.IUINUM l07 t LOT 2 I APPLEWOOC KNOLLS 12TH fLG LOT a _ r FOR :l of APPLEWOOD KNOLLS 12TH flG APPLIWOCD KNOLLS 12TH rG REC `FTS3257i APPLCwODO KNOLLS 12TH fLC ACCFSS DETAIL & HILL PROPF T/ES QUA/l. 5T. CAP W,-5 t3B . LOT 99017686-_------_ REC /f `57311?___--_ ---_---27261 �_PI'.-__--_-- 27261 S'Q. FT. B NINOi. i LAM. 5170'.;T59f E9l.POj_________________ ------___-___- ___/(L% PROPERTIE' 1 r 00 TE 432.4 , N\00'30'S7 W : 1G. - - -'1 - - - -150.59- -'LC_ - - -i - (- - --'4�"`-0- - - - - _J;.9ri - -- - - I i I I i I i 5C 0' I LREBAP & RECY2006u262t t3TIC CA°PLS39 I >S, �TP �y"1-, -1 t I `' IUTRfTY EASEVENi HEREBY DEDICATED N _� I „ l LOT 5 2,I I]' THIS PLA' LOT 4 26595 s0 ft. LOT J 14a LOT I Lor I L34IO 14465 SQ. ft. W 158E5 s0. ft. 14057 SQ. ft. 16017 s0. i�/O HA7CH;NG REPRESENTS I I I l3'Y/Kl-1 I (.4.9'1 I /J`7p(/I D $ g =^ 17K)N 0; LENa GULCH I I S' SIDE LOIUNC OfWNAGE &1~ou R f \ \ ACCESS & LWNTENANCE UTILITY EASEMENT j1YPIGL O 1 O w rv' FEMA 100 rc 11 IFO �EASEMFM REC. IUNLESS 07NFRW'6F NOTED) I I I I I I I L im `! o \ I fLCOC LIN[ 1� 4 ` 1 / VACATED BY SEPA;tATE 2010264. 1.0 BEOEDICAtEO BY THIS RDA? DOCUMENT R(C __J Loma s -wLl-I ,1, &6 - -' 100' OR&hAGC & UTILITY EASEMENI ice) p -�' E \ 0' XVNE 06 9 ]D7.00 4N 20' SANITARY SEWER ' WATER ED EASEMCNT D -1 _ 1 EASEMENT DEDICATED BY P N �! \ \ SEPARATE O HEREBY DEDICATED SEPARATE. DCCUMLNI J;1) \ � SEPARATE DOCUMENT BY ir,15 PUT S3.C' I DRAINAGE & 1 1 a` \ RED. /_- 4� \ -- -• REc_ /---_---_ QUAIL COURT : UTILITY FASEMERT 1 1 -.�. \` yba\ ^ f-" �Ht'R6AY OFD/CATF•DJ�90D'4d01t 3" ; WATFR LINE "Z&NNT ROW RF.C. /7006142671 1 I 181690'541 SEPARATE By UMET'1 Y93a5 `-t 5.0' /SJ' /7/GRT-t7i-RAY/ OECKATEO BY I •' NOW MON. P6•ar REC. /-- I1 4 ------ i a I fEMA IOD \ 16?IiDSq. ft. ( 1 Yd..46 5779 y- !LW`L_2S�P.7� MAI -1 fL000 UAiE �p� 1 - - -Ani- _ y^ -- - - 1�1C .�Trt61�iLTiS T�'PDRTION 1 ��.i• SC' 1 I I0; OVERTON EASEMENT RCC. I T` Iii .�. iO SANRARY SFIYFR 11, 1 \ , ` \ / i I I\EASEMCN*ART DCD+R>CD Or I I/BOC1N6'JS2,Y.� aWITLHIN T ?� ^ i EASEMENT 1 1 " 4, I SEPARATE DOCUMENT SUf7.'7NI$IQN THAT 15 HEREBY �JNLr,•- ry� RCC. Y_--__-_-- RELEASED Br•5C° RATC AND Ms0 Ir Y- NS b I l REC. 7615725 , lry.� \ / I I I I bz 4 2 TO SE AAGEFD 1,1 z,S I j' J I _ DOC:7MENT REC.Y__ > CfT SEPARATE � � 5 l I -.__,R ECUM/FNT tA f FEuA IDD YR / W t INP I 5- I (SEE NOTE 17) \ I ' q ryp h fL00D ,INE .i -Illy. LGL SIDE tO.UNE I I I I v Y N 1 4ly `' `41 r DRAINAGE & UTIUh LOT 9 LOT /0 I t (� z ;p 1,4R �+ I EASEMENT 1,EREBY I ( �I 1 _� n ^ I 20' SANITARY SEWER 1 1 , 1 epi OE01GTE0 8'T THIS PIAT I 15000 SQ. ft. Ri 14066 SQ. ft. � me - Y in R i NCN-STANDARD SIDL I g) bI I ^ r: m�ogo EASEMENT DEDICATED BY , y ��� LOT LINE DRAINAGE & I I [3353f I /J_JY5/ d'yI N I SEPARATE DOCUVENT 1 1 L UTILITY EASEMENT I LOT C i I �jT Z3 n1 it y�'mUP', I REC. Y___--____- 1 11 , 1 H1H / HEREL.' DEDICATED I 17712 SQ. ft. 14 « 1 1 0 \ as, BY ic'ts PLAT \ i 60565 SQ. ft. LOT i ( I se'o:sr^`K� �.�m' �N61^,1\Ra„uJ,qe, I I IIiIII I I _�_iIt1IIII tttf fi0�0`K6/18 / / _`._, 111i\ ,`17u�su1,?- 1`�W`,; Wn`h �0�I'11`I�!\ I --/F; ��• '�6 _516.`9�999' i6!5'9 S1. I i' 14869 SQ. Q. m1ft.- - �. /. / . --ftI.iI -^r^•d,y�t1 x- _-_ 400817si nQQx. nuuz_ eIPO (I L\ �t ai.la_.T-I .� EBAR - Ra- - FENCES $232 15x2'R -17 56, gi - - - - - - - SET vNNMAERr SEWER - - - - -- - J PS50O 107 LINA YE`2&W----- L3458 I / Yr. ¢-Q MONUMENTATION TO BE_EASEUENT LIIN ,NE ISO PACE S\ySET PER 0:71STANDARDS$ANITARrLWER ?OLI ROAD CENTER LINE EASMNt 20' sAwARY SEWER \Y N.C.R.S. .-5-105 DFDIATED BY Ct1SUBSECTION 4 '/REC 784119721 EASEMEN255SECTION LINE SEPARATE DOCUMENT REC Y,------ u f 70 BE VACATED J CORNER AS SEPARATE FEMA ACD YR DOCUMENT S71;0K _20 aI4 LOT I / RMNT�5fl--- -I°.f.00D UNC REC.Y-_--____ 17075 SQ.ft. DESCRIBEDHEREON L2a1XS ASSIGNED By C17Y HEREBY 25.30 OETEC POINT, '2C' SANITARY SEWER ` ��O.W�EASEMENT DEPRTED BY 2925 SQ LOT l? sHS SEPARATE DOCUMENT TRAL7' R a REC. 2067 SQ. ft. L - - - - - - �- - - -54.0 Q. ft. [ --_ _-- .. i 1 � numb 1761 5Q. ft. PERMANENT ORAINAGE EASEMENT f13R waTEP HEREBY r 1// 1� DUALITY POND \ \ DEDICATED rI rOUND RESAR & RCC. /B+1!97,! / 11 PURPOSES \ E OTEW �1 YELLOW PLASTIC •.� CE NOTE i3 Ci° PEs 34594 1 ''.kxGi r'�UTIL7�'Y-ES5 A! N 4 _ r ! 19 6Y 630.80' ' R- I ZONING N00'34'34W 696. ` RALPIt J & DE80RAI. A FCR4I NOO'34'S4'W I f LINO REWR & 1 ��.�.� ,A.b . Nc71J•3q I_ iY 696•C•I f R- I ZONIM, oo ��� BLOCK Zi \r% RA: �v i & DEBORAH A PERP. Y9S4� YtLLGw PLASTIC BROOKSIDE GP PLS 17669 REL 8506_204 BLOCK 73 / BROOKS, 20E UES* 1/4 DORMER CITY OF WHEAT REC /a50G52Ct SECt1ON 26 fOJRC• 525' 8RA55 CAPS R'DGE EA.um mgt ui. 4A COVTF.Ot PUNT t' BI RANGE BOX MATCHES Ifi209 81r� G\AI SCALE: 1'. 30 HORii i \2127\214-020 WAY,\SL RYE Y\PLAT\214-020 PLA: TNALOwG MONUMENT RECORDS ON ✓V1i NtDRTH�703049.56 f'LE. 10 EOr"ICE16C, 2 PAGE: 2 01' 3 CLAM[ 7ABU CARVE Y LOIG7N RAM DELTA CHORD BEARBIG CIM LDIM Cl 30.00' 54.50' 03172'20 X"'46'W 20.62' C2 311W 54.50' 0311720' N521t'O9'W 29.52' C3 7095' 54.50' 074'5540' $74.44"31'W 66.05' C4 5094' 54.50' 05372'4' S10'40'34W 49.10' CS 65.65' 4.50 069711'07' S5076'2TE 6175' C6 4.00' 4.50' 00412'32' X2'46'22'* 4.00' C7 ?St.4' 450' 26416.46' 4796'30'w 8077 CD 11.05' 7.50' 06416'48' N42W'30'W IOOB C9 t9 63' 1250' 09090'00' S45'4C'06'E T7.68' CIO 19.63' 72.50' 09090'00' N4419'4E 17.60 C11 10.65' 7 56' 06117'00' 4998'327 9.94' C;2 89.82' 4.50' 094•M'40' N4.49'58'w 8000' 013 74.78' 4.50' 076'37'09' SW3W8!29'W 69.05' C14 t6a,6t' 4,50' 1739506` S653i z6'w TOM C15 29.79' 99.97 01794'23' N7911SWIlt 29.68' C16 5416' 15000 021F4T'5D' K6p%WW 5369' C17 2045' 4.50' 02170'14' N6898'20'W 2033' 076 39.32 118.50 01990'36'IS-801WME l-' 'E 39.1E 019 4359' 126.50' 019'44'33'M -25'E 43.37' C20 289' 1400' Of!WOI'1t'10'C 2.89' C71 334' 1x00' 013'40'48'11.16% 3.33' C22 6013 17450 Ot9'�t'35' 59.63' C13 2635' 7550' 01959'4"v3'06'E 26.21' fL00D ,INE .i -Illy. LGL SIDE tO.UNE I I I I v Y N 1 4ly `' `41 r DRAINAGE & UTIUh LOT 9 LOT /0 I t (� z ;p 1,4R �+ I EASEMENT 1,EREBY I ( �I 1 _� n ^ I 20' SANITARY SEWER 1 1 , 1 epi OE01GTE0 8'T THIS PIAT I 15000 SQ. ft. Ri 14066 SQ. ft. � me - Y in R i NCN-STANDARD SIDL I g) bI I ^ r: m�ogo EASEMENT DEDICATED BY , y ��� LOT LINE DRAINAGE & I I [3353f I /J_JY5/ d'yI N I SEPARATE DOCUVENT 1 1 L UTILITY EASEMENT I LOT C i I �jT Z3 n1 it y�'mUP', I REC. Y___--____- 1 11 , 1 H1H / HEREL.' DEDICATED I 17712 SQ. ft. 14 « 1 1 0 \ as, BY ic'ts PLAT \ i 60565 SQ. ft. LOT i ( I se'o:sr^`K� �.�m' �N61^,1\Ra„uJ,qe, I I IIiIII I I _�_iIt1IIII tttf fi0�0`K6/18 / / _`._, 111i\ ,`17u�su1,?- 1`�W`,; Wn`h �0�I'11`I�!\ I --/F; ��• '�6 _516.`9�999' i6!5'9 S1. I i' 14869 SQ. Q. m1ft.- - �. /. / . --ftI.iI -^r^•d,y�t1 x- _-_ 400817si nQQx. nuuz_ eIPO (I L\ �t ai.la_.T-I .� EBAR - Ra- - FENCES $232 15x2'R -17 56, gi - - - - - - - SET vNNMAERr SEWER - - - - -- - J PS50O 107 LINA YE`2&W----- L3458 I / Yr. ¢-Q MONUMENTATION TO BE_EASEUENT LIIN ,NE ISO PACE S\ySET PER 0:71STANDARDS$ANITARrLWER ?OLI ROAD CENTER LINE EASMNt 20' sAwARY SEWER \Y N.C.R.S. .-5-105 DFDIATED BY Ct1SUBSECTION 4 '/REC 784119721 EASEMEN255SECTION LINE SEPARATE DOCUMENT REC Y,------ u f 70 BE VACATED J CORNER AS SEPARATE FEMA ACD YR DOCUMENT S71;0K _20 aI4 LOT I / RMNT�5fl--- -I°.f.00D UNC REC.Y-_--____ 17075 SQ.ft. DESCRIBEDHEREON L2a1XS ASSIGNED By C17Y HEREBY 25.30 OETEC POINT, '2C' SANITARY SEWER ` ��O.W�EASEMENT DEPRTED BY 2925 SQ LOT l? sHS SEPARATE DOCUMENT TRAL7' R a REC. 2067 SQ. ft. L - - - - - - �- - - -54.0 Q. ft. [ --_ _-- .. i 1 � numb 1761 5Q. ft. PERMANENT ORAINAGE EASEMENT f13R waTEP HEREBY r 1// 1� DUALITY POND \ \ DEDICATED rI rOUND RESAR & RCC. /B+1!97,! / 11 PURPOSES \ E OTEW �1 YELLOW PLASTIC •.� CE NOTE i3 Ci° PEs 34594 1 ''.kxGi r'�UTIL7�'Y-ES5 A! N 4 _ r ! 19 6Y 630.80' ' R- I ZONING N00'34'34W 696. ` RALPIt J & DE80RAI. A FCR4I NOO'34'S4'W I f LINO REWR & 1 ��.�.� ,A.b . Nc71J•3q I_ iY 696•C•I f R- I ZONIM, oo ��� BLOCK Zi \r% RA: �v i & DEBORAH A PERP. Y9S4� YtLLGw PLASTIC BROOKSIDE GP PLS 17669 REL 8506_204 BLOCK 73 / BROOKS, 20E UES* 1/4 DORMER CITY OF WHEAT REC /a50G52Ct SECt1ON 26 fOJRC• 525' 8RA55 CAPS R'DGE EA.um mgt ui. 4A COVTF.Ot PUNT t' BI RANGE BOX MATCHES Ifi209 81r� G\AI SCALE: 1'. 30 HORii i \2127\214-020 WAY,\SL RYE Y\PLAT\214-020 PLA: TNALOwG MONUMENT RECORDS ON ✓V1i NtDRTH�703049.56 f'LE. 10 EOr"ICE16C, 2 PAGE: 2 01' 3 FINAL PLAT A SUBDIVISION LOCATED IN THE SOUTHWEST 174 OF THE NORTHWEST 1/4 SECTION 28, TOXXINSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 3OF3 I j CITY OF WHEAT RIDGE X0'7 TIS M (� -T f0UN0 3.25' GRASS CAP JEFFERSON COUNTY SCNOOE 01ST RI I ! I WILFRED M S"'3400 .i MONUMENT RECORDS ON PIERSON ST ; 1 SNERYL A M056ARGER I BROOKSIDE SUDDFASIDN E W C t;+56 W 33RD AVE 54.50' REC (1P660168 j c- BROOKSIDE SJBDMSION I b � I L 7095' �. REC 19AD72105 B 94072106 L" S,,^. _-_-___---_--___.J !00' UTILITY' Y DRAINAGE Z V �I [+. ✓moi . e ' 05312'54' SI0'4734^6' 23281 SQ. iE. REC. (201209361\ QUAIL .STREET (yJ15 Q!lA/L ST_J )F--- --10C'--�-'--- ��na.- d eo'ijar-OF`-IrArl RDW MON. Tom• i ' R N v1 SAW 19344 i 10' DRAINAGE CASCMEN• 8018 EASEMENTS 10 8E REC. (20'2093809- 251.54' REC./80023784 26476'48' soo•27'45•1 309.e8' REC. x•- ,507 13T 34' 1'K raJ' _ _ _ - - _' _ ' 75.8•' -26 20' 45 E I j CITY OF WHEAT RIDGE X0'7 TIS M (� C n> f0UN0 3.25' GRASS CAP 419'- ,1 -�..t22 2 t77.2C i .i MONUMENT RECORDS ON EAST.107e84.te FILE POINT OF LIMITS OF 100 '4 COMMENCEMENT YR. FLDODI9AY 16 LOT 13 REC. 1800237BAi 54.50' 162?A SQ. Pt. c i K52" 1'09'w 29.62' b � I L 7095' 54.50' 07415'40' L" S,,^. 66.05' !00' UTILITY' Y DRAINAGE Z V �I [+. ✓moi . e LOr II 05312'54' SI0'4734^6' 23281 SQ. iE. REC. (201209361\ iN (yJ15 Q!lA/L ST_J )F--- --10C'--�-'--- ��na.- d 6175' Tom• i ' R N v1 SAW RICHt-OF-WAY- - EASEMENT m = 8018 EASEMENTS 10 8E REC. (20'2093809- 251.54' VACATED BY SEPARATE DOCUMENT 26476'48' 547p6'30'w REC. Cl 11.05' REC. 4J' 0u; TS OF 100 5704J'� E VR FLOCDWAY `\ 23.00' -^ REC-/80023784-- tk3T:N� SOC'3C'57'E 170.92' JT!L17Y EASEMENT S00'30'57 -E 79.00' - 2J 96' 7507 ?7.6E` 7.02' ' AOf D 1 24 - Lor l 3.25' / [j i15888 N. Ff- 16037 BQ. Pi. telae SQ. 9T. 5• 'G+' SlJIi!: --------- SEE SN�F,T ----_ _-4 lel A 0RIC101 SCALE I'. 30 NORIZ. 4 CENTER 1/4 CORVCR CITY OF WHEAT RIDGE SE['IOV 28 C n> f0UN0 3.25' GRASS CAP CONTRCI 1'O 1 16309 -�..t22 2 t77.2C i .i MONUMENT RECORDS ON EAST.107e84.te FILE POINT OF LIMITS OF 100 '4 COMMENCEMENT YR. FLDODI9AY 16 Q REC. 1800237BAi 54.50' 0317720' 4 CENTER 1/4 CORVCR CITY OF WHEAT RIDGE SE['IOV 28 DATUM f0UN0 3.25' GRASS CAP CONTRCI 1'O 1 16309 n IN RANGE BOK MATCH NORTii� 7CJOB0. t 7 .i MONUMENT RECORDS ON EAST.107e84.te FILE POINT OF FAST.. -1 C526C.72 '4 COMMENCEMENT 29.62' WEST 1/4 CORNER I CITY OF WHEAT SECTION 2P RtOCE DATUM FOJND 325' BRASS CAP CONTROL POINT IN RANGE 80x 11A?Ce4CS 16209 MONUMEN? RECORDS ON 4OR14-70304956 54.50' FAST.. -1 C526C.72 ..\21.27\21A-020 0l14JI.\A?RVE�\PLA7\214-020 PLAT FINAL.D*C WEST I/4 CORNER LEGEND SET /5X24' R[BAR FENCES CURVE TABLE AND 1' YELLOW PLASTIC CAP O7RVE I IENGM RADIUS DELTA CHORD 6[A0INC 044 IFMCM C' 3007 54.50' 03132'20' X20'38'48'17 29.62' C2 30.00' 54.50' 0317720' K52" 1'09'w 29.62' C3 7095' 54.50' 07415'40' S74•0'51'W 66.05' G 5094' 54.50' 05312'54' SI0'4734^6' 49.10' CS 6555' 54.50' 06991'01' S50'36'23 E 6175' C6 700' SAW 0011732' N2'46.22 -W 4.00 C7 251.54' 54.50' 26476'48' 547p6'30'w 6072' Cl 11.05' 7.50' 08476'48' X425730'* 1008' C9 19.63' 12 50' 09000'00- 545'40'061 17.68' CIO MON 12.50' 090'0700' NM19'S4'E 17.68' Ctl 1085' 756' 0871700' S49W32-E 9.94' C12 89.82' 54.50' 00475'40' X54'49'58'* 8000' C13 74.78' 54.50' 0761709' SM3$'29'w 89.05' C14 164.61' 54.50' 17310T08' 58551'26'. 108.80' C15 79.79' 99.97 017D1'23' N7916'ol'w 29.68' C16 54.16' 150.00' 020141'50' X80VG5o'w 53.89' C17 20.45' $4.50' 021'30'14' N6M2WW 20.33' CIO 39.32 118.57 019'0038' Se013'28'E 39.14' C19 4359' 126.57 019'44'33' 5801525E 433T C20 2-89' 14.00' DIISD•Dl' X3671901 2.89' C21 334' 1407 013'40.48' SM71'18'E 3.33' C22 60.13' 17457 019'44'35' S80'35'27 -E 59.63' C23 M.35' 75.50' 019'59'54' 580'77'061 26.22' LEGEND SET /5X24' R[BAR FENCES Q AND 1' YELLOW PLASTIC CAP _ LOT UNE PLS 34580 -- EASEMEM UNE E -q MONINENTATON TO BE -- - -- �� L=- SET PER CITY STANDARDS ROAD CENTER UNE AND C.R.S 38-51-105 --- SUBSECTION 4 SECTION UNE Ch G FOUND SECTION - SOUNDARY' IINF CORNER AS DESCRIBED XEREOk -- D MGM-OF=WAY LJNE Laa3= ADDRESS ASSIGNED BY CRY OWNER'S CERTIFICATE: WE. OIAL HOLLOW PATIO HOMES. LLL, ANO MCARTHUR 0 8 LEILA N. bLL BEING THE OWNERS OF REIN PROPEPTY CO.TAK4NG 9.145 ACRES MORE OR LESS, BEING DESCRIBED AS FOLLOWS IDT 2, APPLEMOD BAPTIST CRJRCH SUBOVSON, COUNTY OF JEFFERSON. STATE OF COLORADO, AND BEN, FURTHER DESCRIBED AS FOLLOWS: LOTS. TIE SOUTH 10 FEET OF LOT 4. AND THE NORTH 200 FEET OF ,OT 6, APPLEWOCD KNOLLS - ITER FILING, COUNTY OF JEFFERSON. STATE OF COLORADO. A PARCEL OF LAND BEING A PORTION OF APPLEWOOD BAPTIST CHURCH SLBDMSION REC, 12005142621, ANA A PORTION OF APPLEWOOD KNOLLS f7TH FLING KC )F0397126. BOTH BENC LOWED IN THE IORTHWES' OWRTER OF SECTOR 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF tHE 6TH PRINCIPAL MERIDIW, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON. SATE OF CO-ORADO AND BEND mow PARTICULARLY DESCRIBED AS FOLLOWS: BASIS Of BE~ BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST OUARTER OF SND SECTION 28. BEING CONSIDERED TO BEAR SOUTH 691953' WEST. A DISTANCE O 2623.64 FEET BETWEEN THE FOLLOWING DESCRIBED MONUWE+RS: -CENTER OiARTCR CORNER SECTION 28 BEING A FOUND 125' BRASS CAP IN RANGE BOY MATCIBNG MONUMENT RECORDS ON FRE WHEAT RODS CONTROL "WT NLWBER 16309 WEST WARIER CORNER SECTION 28 BEING A FOUND 3 25' BRASS CAP IN RANGE BOY MATCHES MONUMENT RECORDS ON: FILL WHEAT RIDGE CONTROL PON! NUMBER 16209 COMMENCING AT SAID CENTER QUARTER CORNER, THKTC•E ALONE, SAID SOUTH LINE O THE NORTHWEST QUARTER SOUTH 6919'53' WEST, A DISTANCE OF 1.4n 70 FEE' TC A POINT WHERE THE EAST LINE OF LOT 1 DF SAO APPLEWDOD BAPTIST CHURCH SUBDIVISION EXTENDED INTERSECTS SAO SOUTH LINE: THENCE ALONG SAID EAST LANE AND EAT UNE EXTENDED NORTH 00'30'57' WEST, A DISTANCE OF 630.80 FEET TO TIE SOUTHEAST CORNER OF LOT 2 OF SAID APPLEWOOO BAPTIST CHURCH kb THE PONT OF BEUNNRG: THENCE ALONG THE COMMON UAE OF SAO LOTS 1 ALSO 2 SOUTH 69'19'54' WEST, A DISTANCE OF 492.70 FEET TO THE SOUTHFWFST CORNER OF SAO LOT 2: THENCE ALONG THE BOUNDARY OF SAO LOT 7 THE FOLLOWING THREE (3) COURSES AND DISTANCES; 1)THENCE NORTH WX34' WES. A DISTANCE OF 6%05 FEET: 2)THENCE WORTH 8915'26' CAS`.. A DISTANCE OF 49343 FEET; WHENCE SOUTH OD 30'57' EAST, A DISTANCE OF 43245 FEET; THENCE ALONG THE MORIN LANE OF THE SOUTH 10.00 FEET OF L07 4 SAID APOLFWOOD KNOLLS 12TH FILING NORTH W23'02' EAST. A DISTANCE OF 177.57 FEET TO THE WESTERLY RICHT-OF-WAY OF QUA: ST.: 1FENCE KONG SAID WESTERLY ROHF-OF-WAY SOUTH 0027'45' EAST, A DISTANCE OF 309.98 FEET: THENCE KONG TIC SOUTHERLY UNE OF THE NORTH 2O0.DQ FEET OF LOT 6 OF SAO APPLEWOOD KNOLLS 12TH FXAG SOUTH 89'23'02 WEST. A DISTANCE OF 177.28 FEET To TIE EASTERLY UNE OF SAID LO' t APPLEWOOD BAPTIST CHURCH; THENCE ALONG SAO EASTMY LINE NORTH 00130'57' WEST. A DSEANCE OF 45.74 FEF TO THE POM OF BEGINNING CONTA'MNG 398,355 SOUKRL FEET OR 9.145 ACRE'. MORE OR LESS. HAVE LAID OUT. SUMNIOED AND PUTTED SAO LAND AS PER THE DPAWNG HEREOF. CONTAINED UNDER THE NAME AND STYLE OF awl HO ".4,`Nta�rtu A SUBDMy0N OF A PMT M THE CRY OF WHEAT RIDGE. COLORADO, AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHR-M-WAY, AND DO FR75" DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNIOPALLY OWNED ANG/OR MUNICIPALLY FRANCHISED UTILIBES AND SERVlm INOSE PORTIONS OF REAL PROPERTY 94OWN AS EASEMENTS FOR THE CONSTRVC710N, ASTALLATON. OPERATION, MAINTENANCE, REPAID AND KPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TO,EPHONE AND ELECTRIC LINES, GAS LINES. WATER AND SANITARY SEWER (DIES,HYDRANTS, STIJRM WATER STPIPE EMS AND S. DETENTION PODS. STRFE' ;.CHIS NO AU APPURTENNCES THERETO. BY %1 5 LYONS A. AS MANAGER WA HOLLOW PATIO HOMES, LLL 6143 S WILLOW DRIVE, 9XTE 3DO GREEN*= VLLAGE, CO 80111 SATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED KTORE ME tH.S _AAY OF AD. 20__ BY-- -_�-_ W0ME55 W HARD AND WICK SEAL MY COMWSSONT EXPIRES. FINAL PLAT t T3 Q A--, 1101,L011, j V I KS 10 N A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO GENERAL NOTES: PAGE 1 OF 3 I; 1.) PER COLORADO RMSED STATUTES SEC. 38-51-106 (L)*ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S SJRVEY FEET ONE METER " EQUALS 39.37 DFVIOEO BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. P 2-) ANY PERSON WHO KNOWINGLY REMOVES. ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, LAND SURVEY BOUNDARY MONUMENT OR ACCESSORY - -.. �f COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUE 18-4-508, C.R.S. I�N�IAI 3.) NOT;CE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON AM' DEFECT IN THIS SURVEY WITHIN THREE `TARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT N THIS SURVEY BE CDMMENCEO MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 4") FIRST AMERICAN TITLE COMPANY, INC. FILE NUMBER 5520-2225780. EFFECTIVE DATED MARCH 18, 2014 AT 5:00 P.M (AS TO LOT 2. APPLEWOOD BAPTIST J - CHURCH SUBDIVISION). AND FIRST AMERICAN TTTL.E COMPANY. INC. FILE NUMBER 5520-2264851, EFFECTIVE DATED MAY 30, 2014 AT 5!00 P.M. (AS TO THE HILL PROPERTIES). WAS ENTIRELY RELIED UPON FOR RECORDED RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES :N THE PREPARATION OF THIS SURVEY 5.) JELIN ENCINEERAC, INC. HAS MADE NO 00/ESTIGATION OR INDEPENDENT SEARCH FOR RECORDED/UNRECORDED EASEMENTS, ENCUMBRANCES, RESTRICTIVE COVENANTS. OWNFRSHIP TITLE EY-0ENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT MILE SEARCH MAY DISCLOSE 6.) ALL LOT CORNER MONLUCNTS SHALL BE SET PER COLORADO STATE STATUTE 38-51-105. NY 7.) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LNC OF THE NORTHWEST QUARTER OF SECTION 28 BEING CONSIDERED TO BEAR S 89'19'53'W - W BETWEEN MONUMENTS AS SHOWN wRHM THIS PLAT BETWEEN CITY OF WHEAT RIDGE CONTROL POINTS %16309 AND /16209. (�•--'-" 8.) TEN -FOOT (TO-) WIDE EASEMENTS ARE HEREBY GRAFTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS AND FRONT AND REAR PROPERTY LINES OF EACH LOT IN THE SUBDIVISION OR PLA:7EO AREA FARE -FOOT (5') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT Mme TO ALL �, ■ �' SIDE LOT LINES OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA THESE CASEMENTS ARE DEDICATED FOR THE NSTALLATION. MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS. TELEVISION CABLE, ORAINAGE AND TELECOMMUNICATIONS FACILITIES UTILITIES SHALL ASO BE PERMITTED WITHIN ANY ACCESS fi EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PCRMITTED WITHIN SAID UTILITY I -✓ EASEMENTS. 4, i�►. Ii � .41r 9.) THE GEODETIC POINT CCOROINATE DATA SHOWN HEREIN WAS BEEN DERYED FROM THE NAD 83 HARK STATE PLANE COLORADO CENTRAL HIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURAL' CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95X CONFIDENCE LEVEL. AS CEFINED N THF GEOSPATLAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998) 10.) THIS PLAT IS ON THE CITU' OF WHEAT RIDGE -CURRENT CITY DATLIII DEFINED AS FOLLOWS, A A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD98). C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHTAC I (PERMANENT HIGH ACCURACY CONTRA; POINT 11) HAVING THE FOLLOWING MAD83/92. STATE PLANE COORDINATES: PHAC I. NORTHING: '.701258.75, CASTING'. 3118217.58, ELEVATION 5471.62. 1t.) THE AREA HEREIN SHOWN AS -TRACT CONTAINS A REGULATED FLOODPLAIN AND IS HEREBY DESIGNATED AS A NON -BUILDABLE .',PACT THAT SHALL BE MAINTAINED BY THE OWNERS, SUBSEQUENT OWNERS. HEALS. SUCCESSORS, AND ASSIGNS A DRAINAGE CASEMENT OVER THE ENTIRETY OF TRACT A S HEREBY GRANTED BY THIS PUT TO THE CT' OF WHEAT ROLE. 12.) THE STORMWATER O'JAUTY DETENTION AREA HEREIN SHOWN AS 'TRACT B' SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS, A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT 8 15 HEREBY GWLMEO BY THIS PLAT TO THE CITY OF WHEAT RIDGE, SO THAT IN THE EVEN: THAT SUCH CONSTRL.CTION AND MAINTENANCE 15 NOT PERFORMED BY SATO OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK. THE COST WHICH SAID OWNER, HEIRS, SUCCESSORS. AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED WTTHN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA ANLL BE MADE WITHOU7 APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. 13.) THE MEAS HEREIN SHOWN AS TRACTS 'C• AND 'D' ARE HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. IF, AT A FUTURE DATE, THE CITY WISHES TO VACATE THE TRACT'C' AND 'D' RIGHT-OF-WAY, TRACT 'C' WILL BECOME A PART OF LOT 11 ANC TRACT '0' WILL BECOME A PART OF L07 12. 14.) PROPERTY IS ZONED RESIDENTIAL -ONE (R-1) 15.) ACCORDING TO FEMA FIRM PANELS IS4 h 213 OF 675 BEING MAP NUMBERS 00059CO194F A D8059CO213F BOTH DATED FEBRUARY 5. 2014, THE SUBJECT PROPERTY UES WRAON BOTP AE h X (UNSHADED); ZONE At: BASE FLOOD ELEVATTONS DETERMINED. ZONE x (UNSHADED): MEAS DETERMINED TO BE OUTSIDE THE 0.276 ANNUAL CHANCE FLOODPLAIN. 16.) TRACTS E AND F ARE HEREBY DEDICATED TO THE QUAIL HOLLOW HOME OWNERS ASSOCIATION FOR LANDSCAPING, ACCESS, DRAINAGE AND UTILITIES. SPECIFIC IMPROVEMENTS WILL BE DETERMINED BY THE DEVELOPER AND CITY STMT. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT F IS HEREBT GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE. 17.) LOTS 13 AND 14 ARE EXCLUDED FROM. AND NOT SUBJECT TO, THE QUAIL HOLLOW HOME OWNERS ASSOCIATION. AT SUCH TIME AS THE OWNERS. HEIRS OR ASSIGNS DESIRE TO ON THE QUAIL HOLLOW HOME OWNERS ASSOCIATION, THEY MAY PE77TION TO DO SO N ACCORDANCE WITH THE QUAIL HOLLOW COVENANTS. 18.) THE PORTION OF THAT CERTAIN DETENTION EASEMENT AS DELINEATED ON THE PLAT RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY. COLORADO. ON DECEMBER 1, 2006. Al RECEPTION NO. 2006142621 THAT LIES WRTHN THE BOUNDS OF THE QUAIL HOLLOW SUBDIVISION. AND HEREIN INOENTIFIED ON THIS ?LAT AS BEING 'HEREBY VACATED BY T4'> PUT' SHALL FOREVER BE VACATED, TERMmATED. AND WINGLRSHEO BY THE CITY OF WHEAT RIDGE UPON; RECORDATION OF THIS PIAT WRH THE JEFFERSON COUNTY CLERK B RECORDER'S OFFICE. 1 (1T CIATA TAA1 F DEED OF TRUST HOLDER'S ACKNOWLEDGEMENT: THE [MERESIS OF INE UNORSGWD LEN HOLDER N THL PROPERTY PUTTED HEREB° NOTARY PLBUC _- TARE C WESTMINSTER TOAS ARE SUCH SIMPLE DEDIED CATIONS REFERENCED GIANTS O EASEMENIS TO EON COMPANY. MEGASTAR FINANCIAL AFFNNTES, N ARKANSAS CORPORATOR By OATL MEGASTAR FINANCIAL NTLATCS. AN ARKANSAS CORPORATION BY; LERA J. HILL AND M:ARTHJR 0 MRL- NOTARY: AS OWNERS OF LOTS 13 ANO 14 STAT OF ^_ ) )SS 3345 WNL ST COUNTY OF WHEAT ROM. COLORADO THE FOREGOING INSTRUMENT WAS ACKNOYIL£DGED BEFORE ME THIS _,_ DAY OF � 2014, TE OR COLORADO BY --_--- _ _ AS__-- __-OF $TA MEGASTAR FINANCIAL AFFILIATES. AN ARKANSAS CORPORATION ) SS COUNTY' OF JEFFERSON) WITNESS MY HAND AND SEAL MY COMMISSION EXPIRES THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -DAY OF -_--• AD :0__ BY-.-------_---_-. WITNESS W RIND AND OFIXIAL SEAL MY COMMISSION EXPIRES. PARCEL NAME SQUARE FELT ACRES LOT 1 16453 0.376 L 2 30.4351 4 22044 -} 0.506 LOT 6� Two 0.33/ 'LOT 7 ) 17712 0.407 0.344yI l0T a ____�t 5000 ! T LOT 9 _---- -149 0.341 LOT 10 17075 i 0.392 LOT11 2D467 I 0.470 LOT 12 16224 _ 0.372 LOT 1' I 2328+ ; 0.5341 CASE HISTORY MS -06-07 WS -07-01 WS -14-0-9 �WWWIf'I I �W- :I �1 a e a NI ��\ _ !IFA` rt ; l •FSAb 1 F VICINITY MAP SI ALE. J'-SO7 PLANNING COMMISSION CERTIFICATION: CITY CERTIFICATION: PLANNING COMMISSION CERTIFICATION APPROVED THIS _CAY OF 2014 BY THE WHEAT RIDGE C,TY RECOMMENDED FOR APPROVAL T195 - DA' OF 2014, COUNCIL. BY THE WHEAT RIDGE PLANNING COMMISSION. ATTEST CHAIRPERSON CITY CLERK MAYOR -_------ COMMUNITY DEVELOPMENT EXRECTOR OIRECOR OF PJRLIC WORK SURVEYOR'S CERTIFICATE: I ROBERT J. HENNESSY, A REGSTERED LAND SURVEYOR IN THE STATE OF COLORADO. 00 HEREBY CERTIFY THAT THE SJRVEY OF QUAIL HOLLOW SUBDIVISION WAS MADE UNDER MY SLRERVIS40N AND THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID SUBOIVISION. PARCEL NAME 1,5QUARE FEET: ACRES{ ROBERT UL HENNESSY, P.L.S. 34580 ,T _-1/16/14 WFI 1 Ott I®,A[t FOR AND ON 8EHALF OF JELIN ENGINEERING, INC TRACT A Imp. IMI 62156 1.886 j TRACT 8 10875 0.250 TRACT C 2925 0.067 1. raAcr o 1751- I0.040 1 -' ---1 CLERK AND RECORDER'S CERTIFICATE: --_ --- RECEPTION NUMBER TRACT E � 1518 0,036 , -�---1 ACCEPTING FOR FILING IN THE OFFICE OF THE CLERK AVD RECORDER OF JEFFERSON COUNTY, Al GOLDEN COLORADO TRACT F 5362 1 0.1231 DAY OF 2014 AT _ _-� O'CLOCK. TRACT G 6466 j 0.148 J JEFFERSON COUNTY CLERK AND RECORDER EXHIBIT 3 PACE: I OF 3 .'4-0:0 OIiNL\SURVFNIPLAT\2T4-02D PL41 NEN TRACT9.DW, REVISIONS He (W ALAnRONI LATE n On WEaecs _-1/16/14 WFI 1 Ott I®,A[t !.^3/1a WAI 3 ACOm HILL "tPEATUT TO PIGACl Imp. IMI s 1610 WFBo II 9'T6E' c _ AwAaL I:Olom F.. ;Aro; tD401e FAA Yss1, 44r4A7! FINAL PLAT A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 2 OF 3 IL'N.YG R-+ TONING AP' -R A 6 �.INOA CIBEARD R I 2079:.+:; 1 �f FOUND REBAR S 'ACELE MONiU O'TOpLF MARK ♦ B AMY C SARES I LID 3 JEROWE T SCEA"NEr I / IIII S�� HL• `L `� 1.5' ALUWNUV LOT _ '_0T 2 APP:.EWOOD KNOLLS !2n; F,G LC, a r FOK L'A/L ST. n� �P Pts 438 APPLEWOOD KNO_S 1214 F,- AP'LEW000 KNOLLS 2177 FIG Rft lF'S32371 APPLEwOOp XNOLLS 1'rTH FIG R 5.75' tl'�Lor A ___ ACC SS DL'T.IIL RFC 899E 7798fi y RCC •F 1573272 R-7 ZONING 1 RE.. eF0397W2E 2628 r_FT,-_-_-__ I �_ I8E2G. FT. tl ='+-..'y_____________________..--_--.._-.�__-----_._._-_-1.3! Sss';"5�'� 4'.9 �___- __----- --------_-9 - __ I- � --ll/L PROPF.RT/E )ye•'1'J� _ _-_____ a S0930'57'E 432,45 - - ,)�NOO'30'57"W IO - ,!I 66' _ - 194.4:_ - --r - - _• - - 60.76'_ - - _95.2fi- - - - "_ - P> 771' •, I - \ + - - - _ -�}" -\ r - -_ DRaINaCE k +SS.f•:' - / I ! TLUND RE6AR y DRAIN -8 \ 114ITY EASEMENT 30V Tkl(7G r 30U 1 rELLOW PiAS!+C Y j1 fi e U!4 I-, EASE-VEN> \ -clr DEO�UTEO i I / 6469 SQ. TT. °.b�' I ' UP PIS 34594 RCC. /2D06u262t \ \ 61' TR:S PLAT - j - D� - 1 _ PONT OF IN BECINy1NG A LOT 3 18969 5'Q. FT. 4P LOT \ I9?Nal 7 _5 NIF I ^I \ 1 , 2204{ SQ. !T. \ i� I I LOT : / L,NI0 w\ S' SIDE LOT LINE DRAINAC,E 6 17061 SQ. PT. UTA,fIY EASEMENT `TYPICAL MAICH7NG RCPRCSEN%S UNLESS OTH'RWTSF NOTED) I / ice, T I �, g I PORTION OF LENA GULCH HEREBY DEDICATED BY 1H1S PUT i • SQ ACCESS k MATtTENANCE \ $// /960 4 i ,EVA 7E0 YR 1 N iEASEMENT REC. I / 1 I 5 F u µ 'LOGO UNE ' I \ FOTOBT69 VACATED BY , \le I (11 V SEPARATE DOC:I4FN" REC, � I � � _Hoa-„•,o_E 37123 _+n. �` \ \ \ I I � / you' / I � m & 1 1 1 � _ - + - - - - °!Q7,jZ �,1•.,. \ \ � � - � I_ - - _/ -A1D'- -1-'. � - - - - � y . -- �' 100 DRNNAGE h UTNIT�' EASENENi FN .n 7 `SC3ii 101 6926'-.0 "� \ Q)(� c. --- 6769--- ---Ski--;- - --- -------"�T19'--- .N .,.` e , , - Jc. WX'4D'D6'w 302 OC' WATER vE EASEMENT DEDICATED BY HEREBY DEDICATED i _ j ( , 1 • ag\ SE`ARATC. DOCUMENT EY T�;S PIAT 550' `ORAINA:E h \ " J-J,'�( 4 RE 1---------- QUAL COURT _ I 1 --- - - ---- - - -• - - - j,] UTILITY EASEMENt \ 20' SANITARY SEWER-.�__--__--_ � _ -- _- - �'7N6RCR)' DEDICATED/ �-SOV19.06'C 91d8C� wA:FR L+NE EASEMENT Row VaN' REC. 12006142671 , `G \ EASEMENT DEDICATED RY 70 -F /3J' R/GHT-0/'-NAY I DEDICATED BY eg}45 fl ` �'.. SCPARAtE UOCUM£t:T I MIfYTY54'E / SEPARATE DOCUAIENI 1 1 g. _ i ___ ___ REC. �-------..._ LUT 5 ROW 4079. � iD.00' REC. e----------'- J{ _ .-...f _- ' ri I 16089 SQ. PT. f 719746 52.79 �- I�000�'0 100' DRAINAGE k UTILITYEASEMENT FEV1 COC YR - '\ �\ !9445) _ I 111e88 I - - 0! OrZTN�ATT� THT PT RLC 1 3' i'+• CR I FLCOD UNE -' - 10! ? %ET:T>ON EASEMENT REC. SArNI'ARv SEWER I 2006142E7! I.nHG w,iHBt *HE I Y m n 5179/717971' SEWER ` gyp \ I I I EASEMF,NT DEWCATCO 91' IBOUNDS OF THE QUAIL .!OLLOW EASEMENT , , 'P� .. , \ I SEPARATE OOCUVENT i svoo Isoti THAT IS HEREBY ? 1 RFC e615725 , /` // I RFC. %.---- �..,__ I I RELEASEDBBYTHIS PLAT SEPARATEAND ALSO Z 1 vACAi'EU BY 1, I `! i '1 5' I I CCCL'MENT REC.e-_----__- ry ` SEPARATE o � v / -- 5' I(SEE NOIR 76) I 111 AOC ` 1•i.,. EC. /____�_ TYRtCAL S`OE LOT ONE IJ7- Y. b m I %P ,.,� ` / •/ �� / ORANAGC & v71L7TY I LOT R R EASEMENT HEREBY 16000 SQ. FT. 20' SANITARY SEWER 1 111 , �.a' T /� NON STANDARD SIOC i i DEDICATCD BY THIS ala' I I (9353) ( ( •'I I N - o c EASEMENT DETNUTED Br } ��S LOT L!NE JRA,NAGE Y vl SEPARATE DOCUMENT 1 1 4 1, / 1'y UTIL1 EASEMENT I LOT 7 1 ( LUT 8 1 t /HEREBY DEDWCA. ED 17712 SQ. FT, L+ I 1{966 SQ. PL BY TWS PUT , I i •�i ! 1,43451 7 i 39P5 I \�1/ I� I 621561SQ.7FT. '� - 14410sQi Fr. I I t'� 'EI � SANITARY SEW'EF �. �"EASEVEN7 OS -3 ZS7L.� - - 7 5''•10 . \ r I�BOOK 1616 PACE ;1'8 7 20�I- U ` .00.0. EWMEN WER � m \ I I 1,20' SANITARY SEWER ..255'--J Y REC. 879(971• \ ry '3j I I I EASEMENT DE01WEC 9• YACATe 1 i W 4P SEPARATE DOCUMENT / EO BY - - - I _ I--'-'--- / u 2 m e I I f SEPARATE 1 5L off' -jr �,`�7<` I v I Iii RIC LU7 '!J 1 c FEMA 4OC YR DOCUMENT ` U 4 5777 CJW _ - ,�g34�i �,i - - _ IIo I 1 e. o m PI pm I I FtOOO ONE REC./____._ a' -} (7075 SQ. FT. R1 °� o Z Y f P \ y T` ;� I (7 t gas) / TRACT f nt I Noo•40'o6w •# _ « a°RAonr s"� 25.60' ctrl¢ 1 ZC.09'- i ¢ I i Cf DICA%EO POINT 20' TAW?ARY SEWER ' FOR R.C.W. `79 I t� �J�` TP.ALT a SEE NOTE 13 EASEMENT ADICATEODOCUMENT By („ J-. 10676 SQ. FT. ` LOT If I I - - I --_ Si SC' .--..,r___. SEPARATE DOCUMENT 1 7 - 20467 SQ. FT, I L. - - - - - __ - - RFC. e_._.__.__ 1- (SEE GENEPAL 1 - I' ' NOTE 12 ON (/1Li-1) 'r -r -N ,t E SHEET 1) !� !AREA OF PRIMAr.1' - - K\IEE q. PT. FOR WATER "1 PORTION Of LOT (AREA OF FUG 6IM6 - \HEREBY n' x I I PERTIANENT DRAINAGE LASEVE.N7 re' f7'/ OEDICATEG �1 I xl YELLOW RP7ASTy; RFC. #841197;? DWL!TY POND 1 19021 sq.fT./ \ 1 FOR R 0 W '�`` } ` PURa05E5 ` +:OTE J GP PLS 34594 R-1 ZONING NOO'34'34'W 696. ? v F JNO REBAR tr RALPH J k DE A PERRI ���,- •rte �F A/ MJ.'J!75 }: 6_1F.i;J , -3 nR.Y YELLOW PLAS?,C BLOCBROOK51 E - "c aa�Po CAP aLS 11669 REC /6500524'4 OWIG NN SCA;f, 30' HMT) \ .7:, ... i , . 79.1 A ... .. A "4.0 T5 OWC R- I ZONING CENTER 1/4 CORN('a `•1Y O` r+EA; q..X, r SfCT'Ox M DATUV DELTA FOUNO 3.25- BRASS CAF CONTROL POINT 16308 ^� IN RANCE BOX MATCHES NORTH -7,1=.!7 4i MON�MEhT RECORDS Gtr EAST=107R84 IS ^ FILE POINT OF 03158'35 a COMMENCEMENT ! II I 30,00' R- I ZONING ROW MON I CURVE TABLE SET 05X24- REHAR CUM / LENGTH RADIUS DELTA 04ORD BEARNG CHORD LENGTH CI 2166' 54,50' 0245213' NTJ06'12'w 21-7- C2 3039' 5A.46' 03158'35 N41'31'OrW 30,00' C3 61.90 54.50' 065D4'34' SN-A'29'W 5662' C4 50.94' 54.50' 053'32'54' S10'40'34'W 49.10' 0 65.65 54.50' 1 069711'01' 1 S50'36.23E 6!.75' 0& 1901.. 5450' G'9S9'73' 51776'38'w 18-92' C7 251.54' 54.50' 1 26426'48 S47D6'30-W 8072' ca 11.05' 1.50' 06475'48' N4T53'1C•W 10.08' C9 19.63 72.50' 090,00'00' 545140,08E 17.68' CIO 1 19.63' 12.50' 09 W'OC' N4419'54'E 17.68' CII i 10.85 756' 082'11'00' S4908'32 -E 9.91 C17 89.82 54.50' 094-25'4C' 454A9'S8'w 80. W' 4'13 71.18' 54 50' 078'3709' S38'38'29'w 69.05' CI4 164.61' 54.50' 173103'06' S855''26'w 108.80' 4'!5 29.79' 99.97 017TA'23' 797916'0+'! 29.68' C16 5418' '50 DC 020'4!'50' 148006'50'11f 5369' =17 20.38' 54.62' 07122'23' N5719'51'W 20.26' CIE 3932' "R.SC' 01900'38' SWIX20-E 39.14' CIS 43.59' 12650' 019'4133' 584'75'25'( 43.J7' C20 7 29' 12.50' 0132511' 41211'311 7.19' 4'2! 82} 1 1250' 027',0'42' SJt03.43'E 808' C22 60.13' 171.50' 019'44'35' SM --A5'2 7-E %83' 4'23 )6.]5' 7550 01959'54• 580 o-ovE 16.77 R- I ZONING ROW MON I RA;�w J 8 CEBORAH A PERRI SET 05X24- REHAR FENCES BLOCK 23 BROO4S;Of AND 1' YELLOW PLASTIC CAP LOT UNE REC /95005204 PLS 34560 RIDGE 017,079 FOUNO 325' CRASS -Aa, EASEMENT LINE O FOUND MONUMENT �� UNE - - AS DESCRIBED IDLE 4O SECn UNE -F, MONUMEN?ATiON TO BE ,!\ SET PER CRY STANDARDS ROIINLTARY LIN AND C.R.S. 38-51-105 SU13SEC110N 1 RtCM-OF-WAY LINE^ r FOUND SECTION FEMA IDOYR FLOOOPWN CORNER AS DESCRIBED HEREON ft'l'17:XYJ ADDRESS ASSIGNED BY CITY R- I ZONING ROW MON I RA;�w J 8 CEBORAH A PERRI 09}47 BLOCK 23 BROO4S;Of WEST I/4 COP.N.R CIN Or' WHEAT REC /95005204 Sf.CT.C/A1 29 RIDGE 017,079 FOUNO 325' CRASS -Aa, CONTROL POW INRANGE 83X MATCHES- 76209 MONUMENT RECORDS ON 10 NORTII> 703DA9 56 IDLE 4O EAST -IC5260. 77 PAGE 2 of: 3 JLaHN A ENGINEERING J8 _ FINAL PLAT A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 3OF3 T- JEFFERSON COUNTY SCHOOL DIST 911 WILFRED M SVGA 0400 PERSON ST i ! 1 SHERRY A MOSSARCCR BRDO�RS,CE SUPUNISION p, 111 S6 W' 33RD r, REC 1' 8660168 8'j Q I BROONSCE SU&WS+ON ` = (AEC #94072105 k 94C! 2'8'6 2261 SQ. i7'. z _ 100' RIG.?7-OF-WAY EASEMENT REC. #2012093809 1 '1M!TS OF 100 - _ DATUM YR. FLOODWAY -- C0N?R- vJ:N1 16309 O REC./80021784 REC. - - --- - - --- - -QUAIL STREFT DRAINAGE ANO 54.50' .. COYIIENCLMENT /SA7STrvG SO' RlGHr-OF-IAr) qpW MON. 23.47' C2 HERESY DEOK>TEO T BY IS PUT 19344 0.1156'35" �7(TTl.NFi ' l Or - \G ?,'45'1 I I SOC'27'45'E 309.98' 045 - 7955'- -.046- 56.62' _ T -- TP.I(T X8468 $ 1 �� i o r� ,0• 170' AR4AGE LASEMEN' 54 50 t SSG -36'23"E REC. 050023784 10 BE VACATED. 1 C6 19.01' 54.50' TERW+NATED. AND E%rsOUKNED 8`•' trcE 54776'38'1 ' Tn RECORNNO OF tHIS VSAT 54.50' LOT 12 I �. < C � 80.72' BOTH EASEMENTS J 18221 SQ. FT.y:� 7.50 064'26'48' VACATED B'! SEPARA1r - I (4 KArTr.4G ADPRIM) i ' 6: O .,�, fi 1 OOCUMc%T _T 17.66' REC A --------- 100' UT:UTY 12.50 N REQ 1 LOT 13 DRAINAGE EASEMENT38I REC. 0?0!?0910 ,� 1065' 2261 SQ. i7'. z _ 100' RIG.?7-OF-WAY EASEMENT REC. #2012093809 1 .s26_``� _ - 7198' /f125.00' \ fY�4 i.Rdl's 8'4' 100 I !G YR. FLOOOWAY <6' q`4 RF(.. 080,23784 h I I - _ T1 45.74' p1145 74' 8 YELLOW PLASIr- CAP %��'%z'°DI 34594 �� P0174T OF BRGINNtNc n2O O'Ju�'•SiR v[7';P! Ai\2'�-020 P:A7 r:\A. HEW LOI 004410 YEW tRACTSOWG ENTER I/4 CORNER '1M!TS OF 100 - _ DATUM YR. FLOODWAY -- C0N?R- vJ:N1 16309 IM RANGE BOY ALATC.+E REC./80021784 REC. I� EASI=18'•7884.•.8 DRAINAGE ANO 54.50' .. COYIIENCLMENT JT1L1T" EASEMEN•�' 23.47' C2 HERESY DEOK>TEO T BY IS PUT .75' 1 'FY 0.1156'35" �7(TTl.NFi ' l Or - 30.00' C3 - SOC 30'57'E 130.92 TI -,Y 1 - 50730'572 06504'34" 26- _ _ - _95 2E'_ - _ .92 77 56.62' _ T -- TP.I(T X8468 $ SI ' 190811 SQ. 9T. 6486 SQ. 1. � 05332'54" o .s26_``� _ - 7198' /f125.00' \ fY�4 i.Rdl's 8'4' 100 I !G YR. FLOOOWAY <6' q`4 RF(.. 080,23784 h I I - _ T1 45.74' p1145 74' 8 YELLOW PLASIr- CAP %��'%z'°DI 34594 �� P0174T OF BRGINNtNc n2O O'Ju�'•SiR v[7';P! Ai\2'�-020 P:A7 r:\A. HEW LOI 004410 YEW tRACTSOWG ENTER I/4 CORNER CRY Y M'G'T It,= SECTION 2a DATUM rouuo 3.25' aRAss CM C0N?R- vJ:N1 16309 IM RANGE BOY ALATC.+E NORTH -703680.17 vj MONUMENT RECORDS ON EASI=18'•7884.•.8 F;LE. POINT OF 54.50' .. COYIIENCLMENT 413'06'12'W LEGEND CURVE TABLE SET #57(24- REB AR CURVE IF UNGIH RADIUS DEE TA CHORD BEARING CHORD EE34GM C1 23.66' 54.50' 0245713" 413'06'12'W 23.47' C2 3339' 5146' 0.1156'35" N4171'09'W 30.00' C3 61.90' 54.50 06504'34" 59956'29'W 56.62' CA 5094' 54.50' 05332'54" 510'40'34'W 49.10 C5 65.65' 54 50 06901'OI" SSG -36'23"E 61.75' C6 19.01' 54.50' 01959'73" 54776'38'1 16.92' C7 25134' 54.50' 26476'48' 54706'30'1 80.72' ca IID5 7.50 064'26'48' 44253'30"W 1006' C9 19.63' 1250' 09000'00" S45'40'06"E 17.66' CIO ISAS 12.50 09000'00" N4419'S4"E 17.68' C11 1065' 7.56' 0921 )'O0" 54906'32E 9.94' C12 69.52' 54.50' 09475740" N54'49'56 -W 80.00' C13 7476' 54.5C' 078.3rD9" 516'36'291* 69.05' CIA 164,61' 54.56 17303.08" S8551'2rW 10880' C15 29.79' 99.97 01794'73" N7916'01'W 29.68' C16 54.18' 15000 020.41-V N6006'WW 53.69' Cl? 2038' 54,62' 02772'23' N$719'51"1 2026' C18 39.32' 11650' 0191038' SOMY781 39.14' C19 4159' 126.50' 019-44'W 500'35'25'E 43.37' '20 729' 1250' 03375'11" N321r3*i 7.19' C21 623' 12.50' 03743'42' S3103'4YE 8.06' 1-72 80.73' 17450' 019'u'35" S6035'2YE 59.83' 8'23 I 26.15' 75.50' 01959.54' 580'43'067 1 26.22' LEGEND �z C SET #57(24- REB AR FENCES AND 1" YELLOW - - - - - - - -- QQ PLASTIC CAP LAT UNE PLS 34580 EASEMENT UNE � FOUND MONUMENT - - - - --- - - - ,ONTROL POINT AS OESCR;8ED - ROAD CENTER UNE IN RANOE BO■ MATCHES MONUMENTATICN TO BE SECTION LINE 260. 77 FAST: IOS77 SET PER CRY STANDARDS AND C.R.S. 38-51-105 HOUNOARY UNE WEST SUBSECTION 4 P.A(',L 3 01 3 RIGHT--OF-WAY UNE FOUND SECTION CORNER AS DESCRIBED HEREON 1 (Sd3a7X1 By ADDRESS ASSIGNED �z C C YN im �p h 4T V' ice. to �a NIST !!4 CORNER ^i T1' Of W*«AT RONTDGE DATUM S=CTIOk 28 ,ONTROL POINT FOUND 3.25" BRASS CAP 1628'9 IN RANOE BO■ MATCHES 703049 56 hOR?It..M. MONbMFNT RECORDS ON 260. 77 FAST: IOS77 ra F. WEST 1/4 CORNER P.A(',L 3 01 3 EXHIBIT 4 - RENDERING OF LOT 11 LAYOUT FLAG LOT LANPSrAPE PLAN LANOSGAPC LEGEND m 59 6 4 9' 100' ao... M uo� rrnew.u.s 721-5' 150-9" o 3 9 8 L I QUAIL HOLLOW Wh-ft"Con,cm . 91.113. w1• Planning Commission WS-14-02/Quail Hollow 6 7 I L-- I OUTDOOR = 13 EXHIBIT 5 — RENDERING OF HOME ON LOT I 1 8 mom 4. QUAIL HOLLOW ovruooi Planning Commission 14 WS-14-02/Quail Hollow EXHIBIT 6 - CROSS SECTION LOCATIONS Planning Commission WS-14-02/Quail Hollow EXHIBIT 7 - CROSS SECTIONS WITH FILL DIRT MOSS swarm I Planning Commission 16 WS-14-02/Quail Hollow Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on Au fust 21. 2014 at 7:00 p.m., in the Council Chambers of the Municipal Building at 7500 Wk 291' Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Heather G�yer, Public,117j6rmation Officer at 303-235-2826 at least one iveek in advance of a meeting ifyou are interested in participating and need inclusion assistance. The following case shall be heard: Case No. WS -1.4-02: (This case was continued from the public hearing on July 17, 2014.) An application filed by William Lyons, Jr. requesting approval of a 14 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1), located at 3.301 Quail Street and 3345 Quail Street and legally described as follows: MOMMI MIM 11 & BASIS OF BEARINGS: BEARINGS ARE BASED ON THE StAUNW, I" OF SAID SECTION 28, BEING CONSIDERED TO BEAR SOUTH 89-1953" WEST, A DISTANCE OF 2623.64 FEET BETWEEN THE FOLLOWING DESCRIBED MONUMENTS: -CENTER QUARTER CORNER SECTION 28 BEING A FOUND 3.25" BRASS CAP IN RANGE BOX MATCHING MONUMENT RECORDS ON FILE. WHEAT RIDGE CONTROL POINT NUMBER 16309. - WEST QUARTER, CORNER SECTION 28 BEING A FOUND 3.25" BRASS CAP IN RANGE BOX MATCHES MONUMENT RECORDS ON FILE. WHEAT RIDGE CONTROL POINT NUMBER 16209 THENCE ALONG SAID EAST LINE AND EAST LINE EXTENDED NORTH 00030'57" WEST, A DISTANCE OF 630.80 FEET TO THE SOUTHEAST CORNER OF LOT 2 OF SAID APPLEWOOD BAPTIST CHURCH AND THE POINT OF BEGINNING; THENCE ALONG THE COMMON LINE • SAID LOTS I AND 2 SOUTH 89019'54" WEST, A DISTANCE OF 492.70 FEET TO THE SOUTHWEST CORNER OF SAID • 21 THENCE ALONG THE BOUNDARY OF SAID LOT 2 THE FOLLOWING THREE (3) COURSES AND DISTANCES; 1) THENCE NORTH 00-34'34" WEST, A DISTANCE OF 696.05 FEET; 2) THENCE NORTH 89-1526" EAST, A DISTANCE OF 493.43 FEET; 3) THENCE SOUTH 00'30'57" EAST, A DISTANCE OF 696.69 FEET TO THE POINT OF BEGINNING, CONTAINING 343,353 SQUARE FEET OR 7.882 ACRES, MORE OR LESS. Kim Waggmer, Administntivc Assistint NOTICE IS HEREBY GIVEN that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on August 21, 2014, at 7:00 p.m., in the Council Chambers of the Municipal Building at 7500 W. 29" Avenue, Wheat Ridge, Colorado, All interested citizens are invited to speak at the Public Hearing or submit written comments, Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Keather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a meeting if you are interested in participating and need inclusion assistance. The following case shall be heard: Case No. WS -14-02: An application filed by William Lyons, Jr. requesting approval of a 12 - lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street. This case was continued from the public hearing on July 17, 2014. Published: Wheat Ridge Transcript, August 7, 2014 $JCRHN ENG INEERINGJ$ August 11, 2014 5690 Webster Street ISO Arvada, Colorado 80002 (800)547-JeHN, (303)423-6036 (303)467-9438fax Meredith Reckert, P.E. Senior Planner City of Wheat Ridge 1lL,__ 1 `,'_71 7500 W. 2 g1 Ave Wheat Ridge, Colorado 80033 Re: Second Review Comments of the Final Drainage Report/Plan and Final Construction Plans for Case #WS -14-02, Quail Hollow Subdivision, located at 3301 Quail Street. Dear Ms. Reckert, Please find enclosed a revised set of Final Construction Plans, Stormwater Management Plan, and Final Drainage Report for Quail Hollow Subdivision. Review comments from a letter dated July 2nd 2014 have been addressed and incorporated in the design of the subdivision. Comments from this letter have been provided below along with our comment response in bold below. CIVIL ENGINEERING General Comments.- No omments: No SWMP was included with this submittal. Public Works highly recommends that a Stormwater Management Plan be submitted as soon as possible as this document generally undergoes a couple of reviews prior to its approval. • Jehn Engineering response comments: A SWMP has been included with this submittal for review. 2. 1 would also encourage the submittal of an itemized engineer's cost estimate. The cost estimate will need to be reviewed and approved prior to inclusion in the Subdivision Improvement Agreement and used for the performance guarantee. • Jehn Engineering response comments: An itemized cost estimate has been included with this submittal for review. DRAINAGE Final Drainage Report (Discussion): All previous have been addressed; approval of the Final Drainage Report will depend on Mark Westberg's review of the information submitted on June 24, 2014. See Note below. • Jehn Engineering response comments: Acknowledged. A revised drainage report has been provided for review that includes design changes with the lot configuration. JOE JEHN. CA -PEW 1487 CO-PE01575610H PEY4320411 X-PEO110566j WY-PEi2754 DAVID BORCHERDING, CO-PER4422$IGA.#PE0339751LA-PE1364461MT-PE020390 B NC-PEX034036IND-OPE751613C-PE02722413D-PEt110751TX-PE/1107011WI-PE139"3 OWEN KEENAN. CO-PE"7677, 6L MARK BISHOP. CO-PEA269, RANDALL GAROINE, COR6i30095 BOB HENNESSY. COJ'LS934590PD PLSr 29191ND-PLSR9241 jeHN B 0W Ar—W. uk3W, SU eevesl Ar—W. fNLIN[ERINLi �oib4i.".[X39.5tU, i ron+sr 943EW Final Drainage Report (Appendix): 1. All previous have been addressed; approval of the Final Drainage Report will depend on Mark Westberg's review of the information submitted on June 24, 2014. • Jehn Engineering response comments: Acknowledged. A revised drainage report has been provided for review that includes design changes with the lot configuration. Final (Proposed) Drainage Plan: 1. All previous have been addressed; approval of the Final Drainage Report will depend on Mark Westberg's review of the information submitted on June 24, 2014. • Jehn Engineering response comments: Acknowledged. A revised drainage report has been provided for review that includes design changes with the lot configuration. NOTE: Please be advised that comments for the Drainage Report additional information requested by our Floodplain Administrator, Mr. Mark Westberg, P.E., C.F.M. and received on June 24, 2014 will be forthcoming under separate cover. II. FINAL CONSTRUCTION PLANS General Comments (for all sheets): For all plan views, with the exception of the one mid -block ramp, please show all ADA ramps as being CDOT Type 2B. (I inadvertently asked that some be Type 2A on the previous review — this was in error). • Jehn Engineering response comments: All ramps are shown as CDOT Type 2B with the exception of the mid -block ramp. Please see the revised construction plans. Sheet 1 (Cover Sheet): 1. Please identify the street "CROWN" in all Typical Sections (and remove the "Point of Profile Application" text). • Jehn Engineering response comments: The "CROWN" has been identified in all the typical sections. See revised Sheet 1. Sheet 2 (General Notes): 1. PW has no comments for this sheet. • Jehn Engineering response comments: Acknowledged. Sheet 3 (Overall Site Plan): 1. Need to provide two (2) feet of ROW behind the sidewalk at both the radii at W. 33rd Avenue & Quail Street (for construction purposes). I have requested this on the plat as well. • Jehn Engineering response comments: 2 feet has been provided between the sidewalk and the ROW line at the intersection of W. ;Ja.0CuA ,.eW. VIwU 80002 EN4INFERINGi owgbtux 1467 war„ 33rd Ave and Quail Street. Please see the revised Construction Plans. Please see revised Sheet 3. 2. Show the floodway on the this Sheet. • Jehn Engineering response comments: The Floodway is shown and labeled near the Tract A callout. Please see revised Sheet 3. 3. Include a Note 13: "ALL ADA RAMPS SHALL BE CDOT TYPE 2B UNLESS OTHERWISE NOTED ON THESE PLANS." • Jehn Engineering response comments: Note 13 has been added to Sheet 3. Sheet 4 (Overall Grading Plan): 1. Note #10 must be revised to read, "MODULAR BLOCK RETAINING WALLS OVER 4.0' IN HEIGHT SHALL BE ENGINEERED (REFER TO STRUCTURAL PLANS). WALLS LESS THAN 4.0' in HEIGHT TO BE DESIGN BUILD.". Jehn Engineering response comments: Note #10 has been revised as requested. See revised Sheet 4. 2. Please show the property line on each of the cross-sections (A -A and B -B), along with the dimension showing a 2' gap between the property line and the proposed grading. • Jehn Engineering response comments: The property line on each cross section A -A, B -B and C -C are showing dimensions as requested to the property line. Due to the proximity of the existing 36" CMP pipe, the wall in section C -C was placed 1.5' from the property line. Please see revised Sheet 4. You will need to add a Note #11 referring to comment #2 above: "NO GRADING FOR DRAINAGE SWALES SHALL OCCUR WITHIN TWO (2) FEET OF THE ADJOINING PROPERTY WITHOUT 1ST OBTAINING A TEMPORARY CONSTRUCTION EASEMENT FROM THE OWNER OF SAID PROPERTY." • Jehn Engineering response comments: Note #11 has been added to the construction plans as requested above. Please see revised Sheet 4. Sheet 5 (Overall Utility Plan 1. PW has no comments for this sheet. Jehn Engineering response comments: Acknowledged. Sheet 6 (W. 33" Ave. Plan & Profile).- 1. Please show all ADA ramps (with the exception of the one mid -block ramp) as CDOT Type 2B. JOHN A— WCs . (W -i.. N ivuNoeoa; (?034 -7 943Ei.. Jehn Engineering response comments: All ADA ramps with the exception of the Mid -block ramp are shown as CDOT Type 2b. Please see revised Sheet 6. Sheet 7 (Quail Court Plan & Profile) - 1. Please show all ADA ramps (with the exception of the one mid -block ramp) as CDOT Type 2B. Jehn Engineering response comments: All ADA ramps with the exception of the Mid -block ramp are shown as CDOT Type 2b. Please see revised Sheet 7. Sheet 8 (W33rd Ave Cul -de -Sac Plan & Profile): 1. PW has no comments for this sheet. Jehn Engineering response comments: Acknowledged. Sheet 9 (Quail Ct. Cul -de -Sac Plan & Profile: 1. Please show all ADA ramps (with the exception of the one mid -block ramp) as CDOT Type 2B. Jehn Engineering response comments: All ADA ramps with the exception of the Mid -block ramp are shown as CDOT Type 2b. Please see revised Sheet 9. Sheet 10 (Storm Drain SD -1 & SD -2 Plan & Profile) 1. Add the following text to the notation for the WR Valley Inlet at the SE corner W. 33r' Avenue & Quail Street: Jehn Engineering response comments: Text has been added as requested. The detail is now located on Sheet 21. See revised Sheet 10. 2. "SEE DETAIL ON SHEET 16." Jehn Engineering response comments: Text has been added as requested. The detail is now located on Sheet 21. See revised Sheet 10. Sheet 11 (Storm Drain SD -3 Plan & Profile): PW has no comments for this sheet. Jehn Engineering response comments: Acknowledged. Sheet 12 (Storm Drain SD -4 & SD -4A — Lena Gulch Tributary Plan & Profile) 1. PW has no comments for this sheet. Jehn Engineering response comments: Acknowledged. Sheet 13 (Dual 60 -inch Inlet & Outlet Works): 1. Need to modify a couple of the dimensions of the stilling and energy dissipating basin (please refer to the redlined plans). Ma H N 5690 WINW, J. 80 002 (EWgAi.o1N.(:07NGi0% (?01457 9130. • Jehn Engineering response comments: The plan view call out now matches the section view. Please see revised Sheet 13. Sheet 14 (Storm Drain SD -5 Plan & Profile and WQ Pond 1. Need to show the location of the Emergency Spillway on the plan view. • Jehn Engineering response comments: The location of the Emergency Spillway is shown on the plan view along with spot elevations and buried riprap location. Please see revised Sheet 14. 2. Please be advised that no grading for detention or WQ facilities is allowed within 5 feet of the property line. In light of this requirement, the proposed WQ pond will need to be moved easterly a couple of feet. • Jehn Engineering response comments: The WQ pond has been shifted to the east so that no grading occurs within 5 feet of the property line. See revised Sheet 14. 3. Need to show the floodway on the pond detail; the WQ pond shall not be located within the floodway. • Jehn Engineering response comments: The 100 -year Floodway is shown as a dashed line and is labeled just below the site boundary on Sheet 14. The pond is not located within the floodway. 4. The water table elevation must be determined at the location of the pond prior to approval of this design. We do not want standing water in this facility beyond 40 hours (due to this becoming a mosquito habitat in a residential community). • Jehn Engineering response comments: Per a groundwater map prepared by CTL Thompson, the groundwater elevation in the proximity of the WQ pond is approximately 5419.The bottom of the WQ pond is at 5420.50. 5. Please add a Note #7: "7. NO GRADING FOR DETENTION OR WQ FACILITIES SHALL OCCUR WITHIN FIVE (5) FEET OF THE PROPERTY BOUNDARY. ANY WORK THAT AFFECTS ADJOINING PROPERTY SHALL REQUIRE WRITTEN APPROVAL AND/OR A TEMPORARY CONSTRUCTION EASEMENT FROM THE OWNER OF SAID PROPERTY." • Jehn Engineering response comments: Note #7 has been added as requested above. See revised Sheet 14. Sheets 15-16 (Detail Sheets): 1. PW has no comments for these sheets. • Jehn Engineering response comments: Acknowledged. a,•.aa ®HN a ," .80, C.eoao2 FNLINEERINL� 94 3H. uwt,tuai i1!01.157w yid Sheets 17-19 Erosion Control Plan and Details): The erosion control plans and details for this project will be reviewed by Bill LaRow, Stormwater Program Manager. A Stormwater Management Plan (SWMP) is required with this project. Mr. LaRow will review the SWMP and determine what information needs to be included in these Construction Plans. Jehn Engineering response comments: A Stormwater Management Plan has been provided in this submittal package. III. ENGINEER'S COST ESTIMATE (for Public Infrastructure) No cost estimate was included with this submittal. Please include an itemized Engineer's Cost Estimates for the public improvements as soon as possible. Public Works will review the unit prices in the estimate and compare them to the actual contract prices for the 2014 City -hired contractor(s) for each item. If the estimate items are based upon actual quotes, please include a copy each quote with the estimate. • Jehn Engineering response comments: A Cost Estimate has been provided in this submittal package. IV. STRUCTURAL PLANS 1. There are numerous items for this project that require design by a Professional Structural Engineer. As this can take a good deal of time to obtain, Public Works suggests the design of these items commence as soon as possible as no Building or Right -of -Way Construction Permits can be issued until the structural plans have been submitted reviewed and approved. • Jehn Engineering response comments: The structural plans will be forthcoming. V. STORMWATER MANAGEMENT PLAN (SWMP) 1. No SWMP was included with this submittal. Public Works highly recommends that a Stormwater Management Plan be submitted as soon as possible. This document generally undergoes a couple of reviews by Bill LaRow, Stormwater Program Manager (bIarow(@ci-wheatridqe.co.us, 303.235.2871) and no Grading Right -of -Way, or Building Permits can be issued until the SWMP is approved. • Jehn Engineering response comments: A Stormwater Management Plan has been provided in this submittal package OTHER REQUIREMENTS: 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 Meredith Reckert, Senior Planner at 303.235.2848 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public AJeHN U rwl U.80 690CWiws &70D2 FN4INEFRING, (MM-1tl (MOZcax Mws; 943V., improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. • Jehn Engineering response comments:Acknowledged. Public Improvements Cost Estimate & Guarantee Prior to the issuance of any Building or Right -of -Way Construction Permits, or commencement of any construction activities, an itemized engineer's cost estimate shall be submitted for review and approval. Upon acceptance of this 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 ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. • Jehn Engineering response comments:Acknowledged. Street Lighting Plan Required: A Street Lighting Plan showing a photometric analysis, adequate spacing, and including all associated details will need to be submitted for review and approval prior to issuance of any Riqht-of-Way or Building Permits. Public Works strongly suggests that a lighting consultant be brought on board as soon as possible to complete the Lighting Plan, as the order time for street light (poles) can be several months. Please refer to the attached City - standard LED street light detail. • Jehn Engineering response comments: Acknowledged. 4. Stormwater Management Plan: This site is greater than one acre in size. As the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Building, Grading, or Right -of -Way Construction Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. • Jehn Engineering response comments: A Stormwater Management Plan has been provided in this submittal package. 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. Jehn Engineering response comments: Acknowledged. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. WW �eHN A, d. .I..d.9e1 ENGINEENINGA (1014r,.dH �NJNG2oJb • Jehn Engineering response comments: Acknowledged. 6. 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 2„d 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 • Jehn Engineering response comments:Acknowledged. 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 Quail Street, W. 32nd Avenue, and/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. • Jehn Engineering response comments:Acknowledged. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Mark F. Bishop, P.E., 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 Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows.- a. ollows:a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. • Jehn Engineering response comments: Acknowledged. 9, Stormwater Maintenance Agreement and O & M Plan Required All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention �eHN a : `d..Q" $0002 � sl` ENLIN[ERINL� cIWIC eW (.103464Mb (1 1,867 9436. areas, porous pavement, and centrifuge type devices such as a Rinker Stormceptere, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. The O & M and SMA shall be required prior to issuance of the first Certificate of Occupancy. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. • Jehn Engineering response comments: Acknowledged. 10. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: • Jehn Engineering response comments: Acknowledged. Please include electronic files in PDF format for all civil documents with the next submittal. The resubmittal files for the Final Plat are 1 hardcopy, one PDF, and one AutoCAD (2010 or older ) DWG file. The electronic files may be delivered either on CD-ROM with the hardcopy submittal or sent by e-mail to me at: dbrossman(aci.wheatridge.co.us . If you have any questions, please feel free to contact me at 303-403-2421. Sincerely, Mark Bishop, PE Project Manager — JeHN Engineering PUBLIC HEARING ROSTER CITY OF WHEAT RIDGE BOARD OF ADJUSTMENT July 17, 2014 H0011- ww" '"' twlw" 3301 Quail Street and 3345 Quail Street. MEMIM Name Address le,r , U'V N In Favor/Opposed City of Wheatdge COMMUNITY DEVELOPMENT CITY OF WHEAT RIDGE COMMUNITY DEVELOPMENT STAFF REPORT TO: Planning Commission CASE MANAGER: M. Reckert CASE NO. & NAME: WS-14-02/Quail Hollow DATE OF MEETING: July 17, 2014 ACTION REQUESTED: A request for approval of a 14 -lot subdivision plat on property zoned Residential -One (R-1) LOCATION OF REQUEST: Approx. 3301 Quail Street and 3345 Quail Street APPLICANT: William Lyons APPROXIMATE AREA: 9.15 acres PRESENT ZONING: Residential -One (R-1) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Planning Commission WS-14-02/Quail Hollow All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST The applicant is requesting approval of a 14 -lot major subdivision on property zoned Residential -One to accommodate 13 new single family residential dwelling sites. The property is located at approximately 3301 Quail Street and 3345 Quail Street. Because this is a major subdivision, Planning Commission will be providing a recommendation to City. Council who will be the final authority for approval. A neighborhood meeting is not required prior to the submission of an application for subdivision approval. II. EXISTING CONDITIONS/PROPERTY HISTORY Subject Property The subject property is comprised of two parcels of land. The larger property is an unaddressed parcel located on the north side of W. 32nd Avenue, north of the Applewood Baptist Church parking lot, between Quail and Routt Streets. The site is zoned Residential -One (R-1) and was originally platted as Lot 2 of the Applewood Baptist Church (ABC) subdivision plat which was approved by Planning Commission on October 19, 2006. The subdivision divided the 14 acres of the church's property into two lots. Lot 1 was developed into a large parking lot for the church and Lot 2 was purchased by a private party. The larger site is currently undeveloped and is 7.882 acres in size. Lena Gulch crosses the northwest corner of the property, and its tributary traverses the property entering the site at the southeast corner. The northwest portion of the property is encumbered by 100 -year flood plain. Currently, the 7.88 acre parcel has no direct street frontage; however, another piece of property has been incorporated into the subdivision to provide right-of-way from Quail Street to the east aligning with West 33'd Avenue. (Exhibit 1, Aerial photo) This parcel is 54,970 square feet in size or 1.26 acres. In order to meet City and State subdivision law, this property, which is under separate ownership, has been included in the plat document. This ownership parcel has direct access onto Quail Street and has a single family residence on it addressed as 3345 Quail Street. The southern portion of the site is vacant and will become a new development parcel with the remainder conveyed to the developer for right-of-way to be dedicated to the City with tracts for entry improvements. The combined area of the two lots is 398,355 square feet (9.15 acres). Surrounding zoning and land use The development parcel is entirely surrounded by properties that are also zoned R-1. Single family homes are immediately adjacent to the east; vacant properties are located to the west and north with single family residential beyond. The Applewood Baptist Church parking lot and education building abuts the property to the south. Across Quail Street to the east is Prospect Valley Elementary School and smaller single family lots zoned Residential -One A (R -IA). (Exhibit 2, zoning map) Prior Subdivision approval In 2007, Lot 2 of the original ABC plat was subject to an application for subdivision into 11 lots. Included with the subdivision approval were a variance for cul-de-sac length and a flood plain permit Planning Commission WS-14-02/Quail Hollow for construction in the 100 year floodplain. While approved by both Planning Commission and City Council, this plat was never recorded and is therefore void. (Exhibit 3, 2007 plat) Subsequent to the 2007 plat approval, the rear portion of the ABC property was developed into a parking lot and the new FEMA FHAD maps were adopted which removed a portion of the property from the 100 -year floodplain. (Exhibit 4, Aerial photo with 2003 and 2014 floodplain layers) In addition, the subdivision regulations were revised which extended the maximum cul-de-sac length from 500' to 700', negating the need for variance with the new application. (Exhibit 5, Site photos) III. SUBDIVISION PLAT Plat design The proposed plat document is comprised of three sheets. (Exhibit 6, Subdivision Plat) Sheet 1 is the declaration page and contains the legal description, required signature blocks for property owners, recording and notes. The notes, among other things, contain the city's standards language regarding easements and detention pond maintenance. It also includes a note regarding maintenance of the common elements in the development. Sheets 2 and 3 contain the layout of the subdivision. The plat will subdivide the property into 13 new lots to be developed with single family structures. All lots meet or exceed the R-1 minimum lot size of 12,500 s.f. and lot width of 100'. The subdivision includes an existing parcel on Quail Street; a portion of which will be purchased and used as public street access to Quail. The lot from which the land will be removed (3345 Quail) has an existing single family residence on it. The property acquisition for right-of-way will not reduce the lot below the R-1 development standards for lot size and width and will create another confonning development lot on Quail (Lot 13). A new street called W. 33'd Drive will be extended west from Quail Street for access into and through the subdivision. West 33`d Avenue extends west to the terminus of the property which could facilitate street extension if the vacant land to the west were subdivided. Lots 11 and 12 will gain access from the cud -e -sac bulb on the north side of 33d. Quail Court extends as a cul-de-sac bulb north and provides access for Lots 1 — 10. Both Quail Court and 33`d Avenue will be full -width dedicated local streets with 53' and 51' of width, respectively. Curb, gutter and attached sidewalk will be installed on both sides of the street. There are several tracts shown on the plat. Tract A encompasses the Lena Gulch drainage way and the portion of land encumbered by 100 -year floodplain. Tract B located in the northwestern portion of the property will serve as a stormwater quality detention area. Tracts C and D serve as cul-de-sac "eyebrows" which could be vacated back to the owners of Lots 11 and 12 if W. 33`d Avenue is extended to the west. Tracts D and E are dedicated as tracts to serve as entrance features which could be used for landscaping and signage. Tracts A, B, D and E will be maintained by the Homeowners' Association (HOA). The HOA will be responsible for maintenance of all detention areas and the Lena Gulch l 00 -year floodplain. Staff will require review and approval of the HOA covenants to ensure that adequate provisions for maintenance have been made. An existing detention easement which was platted with the original ABC subdivision is not required for detention anymore and is being vacated by separate document. Planning Commission 3 WS-14-02/Quail Hollow On-site drainage When raw land is developed, historic drainage coming into and being released from the site must be maintained. Because the minor tributary to Lena Gulch has historically crossed the property, the developer must continue to accommodate its flows. The design proposed in 2007 showed the Lena Gulch tributary following its natural course diagonally across the property from southeast to northwest, with flows being conveyed by a very large open channel. This led to development challenges including street portions located in the 100 -year flood plain and irregular lot configurations. The minor tributary to Lena Gulch carries a substantial amount of off-site drainage flows generated by properties to the south and southwest, which must continue to be accommodated on the property. The proposed drainage system enters the property at the southeast corner but is contained with two large pipes that carry flows north along the eastern perimeter of the property to Lena Gulch. Although Lots 1 — 5 will be encumbered with a drainage easement over the pipes, the proposed drainage design allows a more logical street system and property layout. Tract B at the far northwest corner of the site serves as a water quality pond. Parkland dedication: Parkland dedication is required for all residential subdivisions. When land is not dedicated for a public park, a fee is required in lieu. The Parks and Recreation Department has indicated that fees in lieu of land dedication will be required in the amount of $32,464.77. This fee is required to be paid prior to plat recording. IV. AGENCY REFERRALS All affected service agencies were contacted regarding their ability to serve the property. The developer will be responsible for any needed upgrades to accommodate the proposed development. Specific referral responses follow. Consolidated Mutual Water District: Can serve the property with improvements installed at the developer's expense. Northwest Lakewood Sanitation District: Can serve the property subject to rules and regulations of the district. Wheat Ridge Fire Protection District: Has reviewed the plat. The internal streets must be maintained as fire lanes. Additional hydrants will be required. Wheat Ridge Parks and Recreation Department: Will require fees in lieu of land dedication. Wheat Ridge Police: No concerns. Wheat Ridge Public Works: Has reviewed the plat and a drainage plan and report. Both the plat and drainage report have been approved. Xcel Energy: Can serve. V. STAFF CONCLUSION Staff concludes that the proposed subdivision plat provides a logical street system and lot layouts. Staff further concludes that the plat is consistent with the City's R-1 zone district minimums and that Planning Commission 4 WS-14-02/Quail Hollow all requirements of the subdivision regulations have been met. Because agencies can provide service to the property with improvements installed at the developer's expense, a recommendation of Approval is given for Case No. WS -14-02 with conditions itemized in Option A of the recommended motions. VI. RECOMMENDED MOTIONS OPTION A: "I move to recommend APPROVAL of Case No. WS -14-02, a request for approval of a fourteen -lot major subdivision plat for property located at 3301 and 3345 Quail Street, for the following reasons: 1. The proposed lots meet or exceed the R-1 zone district regulations. 2. All requirements of the subdivision regulations have been met. 3. The proposed street system and drainage design provide a logical development pattern for the new parcels. 4. Utility districts can serve the property with improvements installed at the developer's expense. With the following conditions: 1. A Subdivision Improvement Agreement be executed whereby all public improvements are in place prior to issuance of building permits for individual lots. 2. The developer pay parks fees at the time of plat recording in the amount of $32,464.77. 3. The Homeowners' Association covenants be reviewed and approved by Staff." OPTION B: "I move to recommend DENIAL of Case No. WS -14-2, a request for approval of a fourteen -lot major subdivision plat for property located at 3301 Quail Street, for the following reasons: 2. KIM Planning Commission 5 WS-14-02/Quail Hollow EXHIBIT 1: AERIAL PHOTO Planning Commission WS-14-02/Quail Hollow EXHIBIT 2: ZONING MAP Planning Commission WS-14-02/Quail Hollow EXHIBIT 3: 2007 PLAT I ..Y« QUAIL �01X510M F OF ... , u. P011015 W l W 11t we lOCAWD OTT Or lxulr I // LAI I e� C I i V ►www"'� SI I ur...c Planning Commission 8 WS-14-02/Quail Hollow i Planning Commission 8 WS-14-02/Quail Hollow i r 4" 1 ti►� _ jI t Y _ 2014 Floodplain µpa• : '} II 2003 Floodplain P � 1Mri 'f ♦ { a _ `wj a � Y� J I EXHIBIT 5 - SITE PHOTOS View of property frontage on Quail compliments of Google earth View of property frontage on Quail compliments of Google earth Planning Commission 10 WS-14-02/Quail Hollow r View from property looking east from Routt Street View of property frontage on Quail Street Planning Commission WS-14-02/Quail Hollow •:4 y IC ~0 611412 0`l 2�'"0 9"-2.9 EXHIBIT 6 - PROPOSED PLAT Planning Commission 13 WS-14-02/Quail Hollow OWNER'S CERTIFICATE: WE, QUAIL HOLLOW PATIO HOMES, LLC, BEING THE OWNERS OF REAL PROPERTY CONTAINING 9.145 ACRES MORE OR LESS, BEING DESCRIBED AS FOLLOWS; LOT 2, APPLEWOOD BAPTIST CHURCH SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO, AND BEING FURTHER DESCRIBED AS FOLLOWS: LOTS, THE SOUTH 10 FEET OF LOT 4, AND THE NORTH 200 FEET OF LOT 6, APPLEWOOD KNOLLS - 12TH FILING. COUNTY OF JEFFERSON. STATE OF COLORADO. H A PARCEL OF LAND BEING A PORTION OF APPLEWOOD BAPTIST CHURCH SUBDIVISION REC. 02006142621, AND A PORTION OF MPLEWOOO KNOLLS 12TH FILING REC. jFO397126, BOTH BEING LOCATED IN THE NORTHWEST QUARTER OF SECTION 28. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE. COUOY OF JEFFERSON, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SVD SECTION 28, BEING CONSIDERED TO BEAR SOUTH 89'19'53' WEST, A DISTANCE OF 2623.64 FEET BETWEEN THE FOLLOWING DESCRIBED MONUMENTS: -CENTER GUARTER CORNER SECTION 28 BEING A FOLND 3.25" BRASS CAP IN RANGE BOX MATCHING MONUMENT RECORDS ON FILE. WHEAT RIDGE CONTROL POINT NUMBER 16309. - WEST QUARTER CORNER SECTION 28 BEING A FOUND 3.25' BRASS CAP IN RANGE BOX MATCHES MONUMENT RECORDS ON FILE. WHEAT RIDGE CONTROL PONT NUMBER 16209 COMMENCING AT SAID CENTER OLARTER CORNER; THENCE ALONG SAID SOUTH UNE OF THE NORTHWEST WARIER SOUTH 89'19'53' WEST, A DISTANCE OF 1,475.70 FEET TO A PONT WHERE THE EAST LINE OF LOT 1 OF SAD APPLEWOOD BAPTIST CHURCH SUBDIVISION EXTENDED INTERSECTS SAID SOUTH UNE: THENCE ALONG SAID EAST LINE AND EAST LINE EXTENDED NORTH 00'30'57' WEST, A DISTANCE OF 630.80 FEET TO THE SWTHEAST CORNER OF LOT 2 OF SAID APPLEWOOD BAPTIST CHURCH AND THE POINT OF BEGINNING; THENCE ALONG THE COMMON UNE OF SAID LOTS I AND 2 SOUTH 89'19'54' WEST, A DISTANCE OF 492.70 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNQVRY OF SAID LOT 2 THE FOLLOWING THREE (3) COURSES AND DISTANCES; 1)TH04CE NORTH 0034'34' WEST, A DISTANCE OF 696.05 FEET. 2)THENCE NORTH 89'15'26' FAST, A DISTANCE OF 493.43 FEET. 3)THENCE SOUTH 0030'57' EAST, A DISTANCE OF 432.45 FEET; THENCE ALONG THE NORTH LINE OF THE SOUTH 10.00 FEET OF LOT 4 SAID APPLEWOOD KNOLLS 12TH FILING NORM 89'23'02' FAST, A DISTANCE OF 177.57 FEET TO THE WESTERLY RIGHT-OF-WAY OF DUAL ST.: THENCE ALONG SAID WESTERLY R09 -OF -WAY SOUTH 0027'45' EAST, A DISTANCE OF 309.98 FEET; THENCE ALONG THE SOUTHERLY UNE OF THE NORTH 200.00 FEET OF LOT 6 OF SAID APPLEWOOO KNOLLS 12TH FILING SOUTH 89'23'02' WEST, A DISTANCE OF 177.28 FEET TO THE EASTERLY LINE OF SAID LOT I APPLEWOOD BAPTIST CHURCH; THENCE ALONG SAID EASTERLY UNE NORM W30'57' WEST, A DISTANCE OF 45.74 FEET TO THE POINT OF BEGINNING. CONTAINING 398,355 SQUARE FEET OR 9.145 ACRES, MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PUTTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF 91L HOLLOW SUBDIVISION A SUBDIVISION OF A PMT OF THE CITY OF WHEAT RIDGE, COLORADO, AND BY THESE PRESENTS W DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGA -OF -WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION. INSTALUTKN. OPERATION. MAINTENANCE. REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT 15 NOT UNITED TO TELEPHONE AND ELECTRIC LINES. GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS. STORM WATER SYSTEMS AND PIPES, DETENTION PONDS. STREET LIGHTS AND ALL APPURTENANCES THERETO. BY:WLUAM S. LYONS JR., AS MANAGER WAIL HOLLOW PATIO HOMES, LLC 6143 S. WILLOW DRIVE, SUITE 300 GREENWOOD VILLAGE, GO 80111 STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -J?AY OF . A.D. 20- BY . WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: BY: LEILA J. HIL AND MCMTHUR 0. HILL AS OWNERS LOTS 13 AND 14 3345 WAIL ST. WESTMINSTER, COLORADO STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ANY OF . AD. 20_ BY_. WITNESS MY WIND AND OFFICIAL SEAL MY COMMISSION EXPIRES: FINAL PLAT QUAIL HOLLOW SUHDI VISION A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 1 OF 3 GENERAL NOTES: 1.) 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 EOUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 2.) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, LAND SURVEY BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUE 18-4-508, C.R.S. 3.) 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. 4.) FIRST AMERICAN TITLE COMPANY, INC. FILE NUMBER 5520-222578Q EFFECTIVE DATED MARCH 18, 2014 AT 5:D0 P.M. (AS TO LOT 2, APPLEWOOD BAPTIST CHURCH SUBDIVISION), AND FIRST AMERICAN TITLE COMPANY, INC. FILE NUMBER 5520-2264851, EFFECTIVE DATED MAY 30, 2014 AT 5:00 P.M. (AS TO THE HILL PROPERTIES), WAS ENTIRELY RELIED UPON FOR RECORDED RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. 5.) JEHN ENGINEERING, INC. HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR RECORDED/UNRECORDED EASEMENTS. ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 6.) ALL LOT CORNER MONUMENTS SHALL BE SET PER COLORADO STATE STATUTE 38-51-105. 7.) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 28 BEING CONSIDERED TO BEAR S 8919'53' W BETWEEN MONUMENTS AS SHOWN WITHIN THIS PLAT BETWEEN CITY OF WHEAT RIDGE CONTROL POINTS 016309 AND /16209. 8.) TEN -FOOT (10') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS AND FRONT AND REAR PROPERTY LINES OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA. FINE -FOOT (5') WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL SIDE LOT LINES OF EACH LOT IN THE SUBDNISION OR PLATTED AREA THESE EASEMENTS ARE DEDICATED FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITIES. UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS. 9.) THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE HAD 83 HARN STATE PLANE COLORADO CENTRAL FlPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 955 CONFIDENCE LEVEL. AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 10.) THIS PLAT IS ON THE CITY OF WHEAT RIDGE 'CURRENT CITY DATUM', DEFINED AS FOLLOWS: A. A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 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. 11.) THE AREA HEREIN SHOWN AS -TRACT A -CONTAINS A REGULATED FLOODPLAIN AND IS HEREBY DESIGNATED AS A NON -BUILDABLE TRACT THAT SHALL BE MAINTAINED BY THE OWNERS, SUBSEQUENT OWNERS, HEIRS. SUCCESSORS, AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT A IS HEREBY GRANTED TO THE CITY OF WHEAT RIDGE. 12.) THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS 'TRACT B' SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT B IS HEREBY GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE, SO THAT IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK, THE COST WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED WITHIN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. 13.) THE AREA HEREIN SHOWN AS TRACTS 'C' AND 'D' ARE HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. IF, AT A FUTURE DATE, THE CITY WISHES TO VACATE THE TRACT 'C' AND b' RIGHT-OF-WAY, TRACT 'C' WILL BECOME A PART OF LOT 11 AND TRACT '0' WILL BECOME A PART OF LOT 12. 14.) PROPERTY IS ZONED RESIDENTIAL -ONE (R-1). 15.) ACCORDING TO FEMA FIRM PANELS 194 & 213 OF 675 BEING MAP NUMBERS 08059COIW & 08059CO213F BOTH DATED FEBRUARY 5, 2014, THE SUBJECT PROPERTY UES WITHIN BOTH AE & X (UNSHADED); ZONE AE: BASE FLOOD ELEVATIONS DETERMINED. ZONE X (UNSHADED): AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. 16.) TRACTS E AND F ARE HEREBY DEDICATED TO THE QUAIL HOLLOW HOME OWNERS ASSOCIATION FOR LANDSCAPING, ACCESS, DRAINAGE AND UTIUTIES. 17.) LOTS 13 AND 14 ARE EXCLUDED FROM, AND NOT SUBJECT T0, THE QUAIL HOLLOW HOME OWNERS ASSOCIATION. AT SUCH TIME AS THE OWNERS, HEIRS OR ASSIGNS DESIRE TO JOIN THE QUAIL HOLLOW HOME OWNERS ASSOCIATION, THEY MAY PETITION TO DO SO IN ACCORDANCE WITH THE QUAIL HOLLOW COVENANTS. 18.) THE PORTION OF THAT CERTAIN DETENTION EASEMENT AS DEUNEATED ON THE PLAT RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY, COLORADO, ON DECEMBER 1, 2006, AT RECEPTION NO. 2006142621 THAT UES WITHIN THE BOUNDS OF THE QUAIL HOLLOW SUBDIVISION, AND HEREIN INDENTIFIED ON THIS PLAT AS BEING "HEREBY VACATED BY THIS PLAY SHALL FOREVER BE VACATED, TERMINATED, AND EXTINGUISHED BY THE CITY OF WHEAT RIDGE UPON RECORDATION OF THIS PLAT WITH THE JEFFERSON COUNTY CLERK & RECORDER'S OFFICE. LOT ATA TABLE TRACT DATA TABLE PARCEL NAME QUARE FEET ACRES LOT 1 16043 0.368 LOT 2 14937 0.343 LOT 3 15625 0.359 LOT 4 14465 0.332 LOT 5 20393 0.468 LOT 6 15711 0.384 LOT 7 14869 0.341 LOT B 17712 0.407 LOT 9 15000 0.344 LOT 10 14966 0.344 LOT 11 17075 0.392 LOT 12 20487 0.170 LOT 13 16224 0.372 LOT 14 23281 0.534 PARCEL NAME QUARE FEET ACRES TRACT A 80563 1.849 TRACT 8 10878 0.250 TRACT C 2925 0.067 iii;CT D 1751 0.040 TRACT E 1555 0.036 TRACT F 5370 0.123 TOTAL OF TRACTS 103041 2.365 TOTAL OF LOTS 237788 5.458 RIGHT-OF-WAY 57526 1.321 TOTAL SITE 398355 9.145 t 0 � wT4,Aw o VICINITY MAP S('At I 500 PLANNING COMMISSION CERTIFICA PUNNING COMMISSION CERTIFICATION RECOMMENDED FOR APPROVAL THIS _ DAY OF 2014, BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON CITY CERTIFICATION: APPROVED THIS _DAY OF 2014 BY THE WHEAT RIDGE CRY COUNCIL ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR DIRECTOR OF PUBUC WORKS CASE HISTORY MS -06-07 WS -07-01 WS -14-02 SURVEYOR'S CERTIFICATF7 I ROBERT J. HENNESSY, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF QUAIL HOLLOW SUBDIVISION WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION. ROBERT J. HENNESSY, P.L.S. 34580 FOR AND ON BEHALF OF ,EHN ENGINEERING, INC. CLERK AND RECORDER'S CERTIFICATE: _ RECEPTION NUMBER ACCEPTING FOR FIUNG IN THE OFFICE OF THE CLERK AND RECORDER OF JEFFERSON COUNTY, AT GOLDEN COLORADO ON THIS -_ - DAY OF - 2014 AT O'CLOCK. JEFFERSON COUNTY CLERK AND RECORDED J:\2127\214-020 QUAIL\SURVEY\PLAT\214-020 PUT FINAL.OWG REVISIONS NO OESCR.MR ANTE 6v I Ott RkTKAES SASH RAI ' 2 OTY REMM 5/2!/14 R.A1 ate: 3 AaOfb Hu PROPERTFS TO NLOJELT 6/6/14 R.N 2d 5 c 5690 WL$S1FR Si REFT EXHIBIT 6 A�A��6 P,1 17R1) 40203 6 FAX p(p1467 WM -150.59'_ _ _ _ _ _77.10'. - - - - DRAINAGE & IJ0,0' I YELLOW PLASTIC - I I I N I CAP PLS 34594 ' UTILITY EASEMENT 30.0 - - - - - I I ti r \ N S. REC. #2006142621 I I I I !. -I I -----------tt--- --t N00'30'S7'W 519.71' I I I � I N�N I w1 I 0 DRAINAGE & I Y 0 i� 9' (,'_ I• UTILITY EASEMENT I I I 1 dl m w Alf 1 �b� HEREBY DEDICATED BY THIS PLAT I bJ LOT ! I m \ 1 1 LOT 5 I LOT 4 I SI LOT 3 I LOT 2 I 16043 SQ. FT. a o I \ 20399 S Fr. 3 14937 SQ. FT. I ( ) ` 14465 SQ. #T. 15825 SQ. Ff. 3320 e /1 3440,) I (3350) I I I- o 0 0 o S- I J I I 3110 I of (3380) I I 1 o~ O m m s I \ :�1 ` HATCHING REPRESENTS I I '� �` 0 0 J N PORTION OF LENA GULCH I I 5' 510E LOTLINE DRAINAGE & I I I I ag «g77 ACCESS & MAINTENANCE UTILITY EASEMENT (TYPICAL I I e o W W ' 1 EASEMENT RSC. I I UNLESS OTHERWISE NOTED) I I I I I I CJ w I 0 m FEMA 1 0 YR ` LJ FLOOD LINE IF02011269 R BE HEREBY DEDICATED BY THIS PUT I I I VACATED BY TO \ DOCUMENT REC. #__-_ I _ O'49'W QIIO' N _ N00' _- � � \ \ I ( 11 - - - - - �0' \` \ J ` - - - - - - - -J L - - - - 100' DRAINAGE & UTILITY EA 50070'49 E 90.52'SEMENT N0QXj4W 10� 1 LINE 5.0• WATER LINE EASEME -� ro \ e `�p\ - - - 102 �- - p �1 �1y \ N 06 W 302.00 U 1 � 7') \ NT HEREBY DEDICATED • I \ 1 1 \ 20' SANITARY SEWER BOO. \� \. \ > DEDICATED BY BY THIS PLAT 53V I EASEMENT DEDICATED BY 4'J1 \ SEPARATE DOCUMENT SEPARATE DOCUMENT - 7?j \ REC. /_....... -- QUAIL COURT WATER LINE EASEMENT Y 45 1 - SW40.O61 3000• ROW MON. DRAINAGE & e,`� \ REC. /--______ •. - - -THEREBY DEDICATED) DEDICATED BY 93 UTILITY EASEMENT $_,� By\ (53' RIGHT-OF-WAY) SEPARATE DOCUMENT 1 5.0' N69'19'54'E REC. #_-________ REC. '2006142621 1 2600' _- - - - JI ROW MON. 52.79 N 4Q_O6w 2 0.19_ 10.0' DRAINAGE & UTILITY EASEMENT 87.50'- LOT 8 #9346 100.00 rj I 1 16111 SQ. �. I RATCFRN6�AT1!S TME PORTION FFEMA LOODtOL71_�\ � (3445 10' OF DETENTION EASEMENT RSC. v \ 1 20' SANITARY SEWER I#2006142621 LYING wRHM THE _ 54.50' / \EASEMENT DEDICATED BY I IBOUNDS OF THE QUAIL HOLLOW �( a. jp I I I SEPARATE DOCUMENT SUBDIVISION THAT IS HEREBY I I riQ �u SANITARY SEWER `y� I RSC.(VACATED BY THIS PLAT AND ALSO b, rn az p, Al \ I RELEASED BY SEPARATE I Y p oai 4'1 I 1 EASEMENT 3m N I\ DOCUMENT REC.#______-- cv CURVE TABLE CENTER 1/4 CORNER CITY OF WHEAT RIDGE MIA FINAL PLAT ��1�Ry�,f� QUAIL L S U D I I S I O l� C1 1 n SECTION 28 FOUND 3.25' BRASS CAP IN RANGE BOX MATCHES ON DCONTROL ATUM NORTH= 0180.176309 EST=107884.18 N20 -38.48-W 1 YT THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. n a MOFILEUPOINTREOCORDS COMMENCEMENT 031'32'20' A SUBDIVISION LOCATED IN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO C3 70.95' 54.50' 074'35'40' S74'44'S1'W PAGE 2 OF 3 -3 50.94' 54.50' 053'32'54' S10'40'34'W LL CS SEE SHEET 54.50' 069*01.01. S50'36'23•E a R-1 ZONING ARTHUR A & LINDA GIBBARD R-1 ZONING LOT 3 R-1 ZONING JEROME F SCEZNEY SEE SHEET 3 FOR QUAIL A &HILL PROPS T 00412'32' � FOR QUAIL ST. P INT OF ACCESS DETAIL & 4.00' C7 a LL FOUND REBAR & 'ADELE MONICA O'TOOLE 1 MARK A & AMY C SAKES APPLEWOOD KNOLLS 12TH FLG LOT 2 LOT . APPLEWOOD KNOLLS 12TH FLG ACCESS DETAIL LOT 14 LOT l8 SQ. PT. B GINNING --- IL PROPERT/E 7.50' D84-26'48' No I 1.5' ALUMINUM LOT APPLEWOOD KNOLLS 12TH FLC APPLEWOOD KNOLLS 12TH FLG REC #171532571 R-1 ZONING REC #170397126 23281 S _PT.-_-_--__- ----------- - _29281 09OW-00' S45'40'D6'E N00'30'S7"W C10 19.63' 12.50' 3i 3txi - L 438 REC 89077886 J-------------------- REc #177573212 --____ A.M. 500')1'59 f 69700)- ----------- -'I 500'30'57"E 432.45' ------- -------- t Z - i1D� - - 2 $' 25, D' 630.80' ND REBAR & i 89.82' 54.50' -150.59'_ _ _ _ _ _77.10'. - - - - DRAINAGE & IJ0,0' I YELLOW PLASTIC - I I I N I CAP PLS 34594 ' UTILITY EASEMENT 30.0 - - - - - I I ti r \ N S. REC. #2006142621 I I I I !. -I I -----------tt--- --t N00'30'S7'W 519.71' I I I � I N�N I w1 I 0 DRAINAGE & I Y 0 i� 9' (,'_ I• UTILITY EASEMENT I I I 1 dl m w Alf 1 �b� HEREBY DEDICATED BY THIS PLAT I bJ LOT ! I m \ 1 1 LOT 5 I LOT 4 I SI LOT 3 I LOT 2 I 16043 SQ. FT. a o I \ 20399 S Fr. 3 14937 SQ. FT. I ( ) ` 14465 SQ. #T. 15825 SQ. Ff. 3320 e /1 3440,) I (3350) I I I- o 0 0 o S- I J I I 3110 I of (3380) I I 1 o~ O m m s I \ :�1 ` HATCHING REPRESENTS I I '� �` 0 0 J N PORTION OF LENA GULCH I I 5' 510E LOTLINE DRAINAGE & I I I I ag «g77 ACCESS & MAINTENANCE UTILITY EASEMENT (TYPICAL I I e o W W ' 1 EASEMENT RSC. I I UNLESS OTHERWISE NOTED) I I I I I I CJ w I 0 m FEMA 1 0 YR ` LJ FLOOD LINE IF02011269 R BE HEREBY DEDICATED BY THIS PUT I I I VACATED BY TO \ DOCUMENT REC. #__-_ I _ O'49'W QIIO' N _ N00' _- � � \ \ I ( 11 - - - - - �0' \` \ J ` - - - - - - - -J L - - - - 100' DRAINAGE & UTILITY EA 50070'49 E 90.52'SEMENT N0QXj4W 10� 1 LINE 5.0• WATER LINE EASEME -� ro \ e `�p\ - - - 102 �- - p �1 �1y \ N 06 W 302.00 U 1 � 7') \ NT HEREBY DEDICATED • I \ 1 1 \ 20' SANITARY SEWER BOO. \� \. \ > DEDICATED BY BY THIS PLAT 53V I EASEMENT DEDICATED BY 4'J1 \ SEPARATE DOCUMENT SEPARATE DOCUMENT - 7?j \ REC. /_....... -- QUAIL COURT WATER LINE EASEMENT Y 45 1 - SW40.O61 3000• ROW MON. DRAINAGE & e,`� \ REC. /--______ •. - - -THEREBY DEDICATED) DEDICATED BY 93 UTILITY EASEMENT $_,� By\ (53' RIGHT-OF-WAY) SEPARATE DOCUMENT 1 5.0' N69'19'54'E REC. #_-________ REC. '2006142621 1 2600' _- - - - JI ROW MON. 52.79 N 4Q_O6w 2 0.19_ 10.0' DRAINAGE & UTILITY EASEMENT 87.50'- LOT 8 #9346 100.00 rj I 1 16111 SQ. �. I RATCFRN6�AT1!S TME PORTION FFEMA LOODtOL71_�\ � (3445 10' OF DETENTION EASEMENT RSC. v \ 1 20' SANITARY SEWER I#2006142621 LYING wRHM THE _ 54.50' / \EASEMENT DEDICATED BY I IBOUNDS OF THE QUAIL HOLLOW �( a. jp I I I SEPARATE DOCUMENT SUBDIVISION THAT IS HEREBY I I riQ �u SANITARY SEWER `y� I RSC.(VACATED BY THIS PLAT AND ALSO b, rn az p, Al \ I RELEASED BY SEPARATE I Y p oai 4'1 I 1 EASEMENT 3m N I\ DOCUMENT REC.#______-- cv 2 m REC. #615725 1 �' ��i, 5' I "+ m n0 00 a0 I (SEE NOTE 17) I - o Z TO BE VACATED 1 ` 1 *�' �_ \ `5'oN,�+ F, BY SEPARATE 4 DOCUMENT 1 FEMA 100 YR \ ` - / TYPICAL SIDE LOTLINE I I I I LOT 9 I 14986 SQ. Fr. I LOT 10 I mm Ln 1 rn t f\ FLOOD LINE i �j I S� 15000 SQ. F[. I nl m^ co N I DRAINAGE &UTILITY %%%��+III x ^m P rn EASEMENT HEREBY Z w m u 1 DEDICATED BY THIS PLAT (3355) I (33257 - 0 z I 20' SANITARY SEWER � NON-STANDARD SIDE I \ I 1 rl Z` '- y y p N EASEMENT DEDICATED BY ,y�/ LOT LINE DRAINAGE & LOT 8 I I I I I N e- m u o 0 I SEPARATE DOCUMENT 1 1 ?• $5/ UTILITY EASEMENT 0 o 1 r. 64' HEREBY DEDICATED I I 17712 SQ. Fr. I• I m m u I REC. #__________a.j11' BY THIS PLAT a m I 80589 $ IFI. N 47.05' 44'W LOT 7 I �; o SisYENDY \ I Q 1 1 _ �• \ . �S69D6'J5'W ?/SQ. I Ir I 1 x o AND I' YELL W� FENCES 14889 SQ. Ff. 2.99' J m O PLASTIC CAP LOT UNE PLS 34580 EASEMENT LINES3832'28•w I 51.0 I U TION TO BE - - - 17 - fA I I DARDS ROAD - CENTER UN ESET PER CITY STAN SANITARY SEWER rr� AND CR.S. 38-51-1051 6 SUBSECTION ♦ SECTION UNEEASEMENT BOOK 1616 20'Ll \ y g PAGE 158 \ y 2 4` 4' I I I 20' SANITARY SEWER / C7 25.5' '5 0 F BOUNDARY LINE SANITARY SEWER \` 1u r., �, I I EASEMENT DEDICATED BY / c0i o a u CORNERFOUND ASm RIGHT-OF-WAY UNE 0 / EASEMENT \ u I SEPARATE DOCUMENT W w _ _ _ ''c l m DESCRIBED HEREON u I REC. #84119721 � REC. #___---- LOT 11 I o. 0 / TO BE VACATED \ u ,� - 31.IT'� 1 IiO 17075 SQ. FT. o I. I a g ( ADDRESS ASSIGNED •o I ( BY SEPARATE ` j u 0 5112 03'W -"a4 i-1� 74 - - r - "?I W BY CITY ^ v I FEMA 100 YR DOCUMENT u3 i - I (1/305) / TRACT C I NOG40.06Y1 I Y.� z m rn I FLOOD LINE REC.#-_-___ = 2� 'UI 2925 SQ. Fr ^ 2y60• a v HEREBY RADIUS I a H ORO9Y DEDICATED O.W.POINT .41 1 \ I I SEERNOTEW3 4 I I� �� V rn I 20' SANITARY SEWER /` 1 I - 544 is , \ _ V\ EASEMENT DEDICATED 8Y 1 1 LOT l2 o SEPARATE DOCUMENT / 11 , J TRACT 11 \ 20487 SQ. F'P• I L - - - - - - - - - 4 REC. #_-___-__ 1 10876 SQ. Fr. (113551 - - - - - - - X1494 �4¢,y7 TRACT D 20.0' I 1751 SQ. Ff. P. Ji \ \ HEREBY I XI FOUND REBAR & 1 DEDICATED pl YELLOW PLASTIC FOR WATER FOR R.O.W. I CAP PLS 34594 REC. #84119721 B RAINAGE EASEMENT 1 1 `o+ DUALITY POND \ \ EE NOTE 13 I S50. # / 1 1 PURPOSES - 1 / O �- 1�l�'_--IIfAZ`fi �U ILTSEM N 318 67, 630.80' 1 I - 102 R-1 ZONING ROW MON. NOO'34'34"W 1 /�. •) 210.43' #9347 ' l� R-1 ZONING ^ NOO'34'34"W 696. RALPH J & DEBORAH A PERRL s a RALPH J & DEBORAH A PERRL - ,_` (F..N. N00'34'15"Vi 696.04) BLOCK 23 tt 0 FUND REBAR & BLOCK 23 BR OOKSIDE SECTION 28 CORNER CITY OF WHEAT of Z o o H? YELLOW PLASTIC REC #85005204 O r BROOKSIDE FOUND 328 BRASS CAP RIDGE DATUM ' yg $ ozi CAP PLS 17669 REC 185005204 w \ IN RANGE BOX MATCHES j 162090E POINT a 0 ae o MONUMENT RECORDS ON � EAST H' 0752360049.2 6 z 4 m m 0 l 1 1c xo �ml ORIGINAL SCALE: 1'- 30' HORIZ. NWOWEBSTER STREET AINAM CO NON j:\2127\214-020 QUAIL\SURVEY\PLAT\214-020 PLAT FINAL.DWG PAGE 2 OF 3 PK pNI 4a4N/FAXI=I4Sr.8415 CURVE TABLE CURVE # LENGTH RADIUS MIA CHORD BEARNC CHORD LENGTH C1 30.00' 54.50' 031'32'20• N20 -38.48-W 29.62' C2 30.00' 54.50' 031'32'20' N5211'D9'N' 29.62' C3 70.95' 54.50' 074'35'40' S74'44'S1'W 66.05' C4 50.94' 54.50' 053'32'54' S10'40'34'W 49.16 CS 65.65' 54.50' 069*01.01. S50'36'23•E 61.75' C6 4.00' 54.50' 00412'32' N2'46'22'W 4.00' C7 251.54' 54.50' 264-26'48' S47'06'30'W 80.72' C8 11.05' 7.50' D84-26'48' N4253'30'W 10.08' C9 19.63' 12.50' 09OW-00' S45'40'D6'E 17.68' C10 19.63' 12.50' 090'00'00' N4419.54 -E 17.68' C11 10.85' 7.56' 0821700' S49'08'32'E 9.94' C12 89.82' 54.50' 094-25'40' N54'49'58'W 80.00' C13 74.78' 54.50' 0787709' S38'38'29'W 69.05- C14 164.61' 54.50' 173'03'06' S85151'28'W 108.80' C15 29.79' 99.97 017'04'23' N7916'01'W 29.68' C16 54.18' 150.00' 020'41'50' NBOD6'50'W 5389' 0.45' 54.50' 021'30'14' N68'OB'20'W 20.33' 9.32' 118.50' 019W'38' SBO13'28'E 39.14' 9C213.34* 3.59' 126.50' 019'44'33' S80'35'25'E 4337' 2.89' 14.00' 01150'01' N76 -21'10'E 2.89' 14.00' 013'40'48' S36 -21.16-E 3.33' C22 60.13' 174.50' 019'44'35' SBO.35.27-E 59.83' C23 26.35' 75.50' 01959'54' S80'43'06'E 26.22' 2 m REC. #615725 1 �' ��i, 5' I "+ m n0 00 a0 I (SEE NOTE 17) I - o Z TO BE VACATED 1 ` 1 *�' �_ \ `5'oN,�+ F, BY SEPARATE 4 DOCUMENT 1 FEMA 100 YR \ ` - / TYPICAL SIDE LOTLINE I I I I LOT 9 I 14986 SQ. Fr. I LOT 10 I mm Ln 1 rn t f\ FLOOD LINE i �j I S� 15000 SQ. F[. I nl m^ co N I DRAINAGE &UTILITY %%%��+III x ^m P rn EASEMENT HEREBY Z w m u 1 DEDICATED BY THIS PLAT (3355) I (33257 - 0 z I 20' SANITARY SEWER � NON-STANDARD SIDE I \ I 1 rl Z` '- y y p N EASEMENT DEDICATED BY ,y�/ LOT LINE DRAINAGE & LOT 8 I I I I I N e- m u o 0 I SEPARATE DOCUMENT 1 1 ?• $5/ UTILITY EASEMENT 0 o 1 r. 64' HEREBY DEDICATED I I 17712 SQ. Fr. I• I m m u I REC. #__________a.j11' BY THIS PLAT a m I 80589 $ IFI. N 47.05' 44'W LOT 7 I �; o SisYENDY \ I Q 1 1 _ �• \ . �S69D6'J5'W ?/SQ. I Ir I 1 x o AND I' YELL W� FENCES 14889 SQ. Ff. 2.99' J m O PLASTIC CAP LOT UNE PLS 34580 EASEMENT LINES3832'28•w I 51.0 I U TION TO BE - - - 17 - fA I I DARDS ROAD - CENTER UN ESET PER CITY STAN SANITARY SEWER rr� AND CR.S. 38-51-1051 6 SUBSECTION ♦ SECTION UNEEASEMENT BOOK 1616 20'Ll \ y g PAGE 158 \ y 2 4` 4' I I I 20' SANITARY SEWER / C7 25.5' '5 0 F BOUNDARY LINE SANITARY SEWER \` 1u r., �, I I EASEMENT DEDICATED BY / c0i o a u CORNERFOUND ASm RIGHT-OF-WAY UNE 0 / EASEMENT \ u I SEPARATE DOCUMENT W w _ _ _ ''c l m DESCRIBED HEREON u I REC. #84119721 � REC. #___---- LOT 11 I o. 0 / TO BE VACATED \ u ,� - 31.IT'� 1 IiO 17075 SQ. FT. o I. I a g ( ADDRESS ASSIGNED •o I ( BY SEPARATE ` j u 0 5112 03'W -"a4 i-1� 74 - - r - "?I W BY CITY ^ v I FEMA 100 YR DOCUMENT u3 i - I (1/305) / TRACT C I NOG40.06Y1 I Y.� z m rn I FLOOD LINE REC.#-_-___ = 2� 'UI 2925 SQ. Fr ^ 2y60• a v HEREBY RADIUS I a H ORO9Y DEDICATED O.W.POINT .41 1 \ I I SEERNOTEW3 4 I I� �� V rn I 20' SANITARY SEWER /` 1 I - 544 is , \ _ V\ EASEMENT DEDICATED 8Y 1 1 LOT l2 o SEPARATE DOCUMENT / 11 , J TRACT 11 \ 20487 SQ. F'P• I L - - - - - - - - - 4 REC. #_-___-__ 1 10876 SQ. Fr. (113551 - - - - - - - X1494 �4¢,y7 TRACT D 20.0' I 1751 SQ. Ff. P. Ji \ \ HEREBY I XI FOUND REBAR & 1 DEDICATED pl YELLOW PLASTIC FOR WATER FOR R.O.W. I CAP PLS 34594 REC. #84119721 B RAINAGE EASEMENT 1 1 `o+ DUALITY POND \ \ EE NOTE 13 I S50. # / 1 1 PURPOSES - 1 / O �- 1�l�'_--IIfAZ`fi �U ILTSEM N 318 67, 630.80' 1 I - 102 R-1 ZONING ROW MON. NOO'34'34"W 1 /�. •) 210.43' #9347 ' l� R-1 ZONING ^ NOO'34'34"W 696. RALPH J & DEBORAH A PERRL s a RALPH J & DEBORAH A PERRL - ,_` (F..N. N00'34'15"Vi 696.04) BLOCK 23 tt 0 FUND REBAR & BLOCK 23 BR OOKSIDE SECTION 28 CORNER CITY OF WHEAT of Z o o H? YELLOW PLASTIC REC #85005204 O r BROOKSIDE FOUND 328 BRASS CAP RIDGE DATUM ' yg $ ozi CAP PLS 17669 REC 185005204 w \ IN RANGE BOX MATCHES j 162090E POINT a 0 ae o MONUMENT RECORDS ON � EAST H' 0752360049.2 6 z 4 m m 0 l 1 1c xo �ml ORIGINAL SCALE: 1'- 30' HORIZ. NWOWEBSTER STREET AINAM CO NON j:\2127\214-020 QUAIL\SURVEY\PLAT\214-020 PLAT FINAL.DWG PAGE 2 OF 3 PK pNI 4a4N/FAXI=I4Sr.8415 FINAL PLAT QUAIL HOLLOINT SUBDIVISION A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 3 OF 3 i ,;EF"FF'RSC"a COUNTY SCF+(7Ci6� (7SSF ;R7 i 7400 PRR'C}N S3` ERO- A M "1ltRG SI ZITS A A3CS9ARGE f DA:,UV BRCOx510E SUBDIWSION ; ej a C+7 ( tf4E6 w .33RD AVE (� BROOKSIDE SURCiVkS.CkN :-. IN RANI, Box RRC #' 8660162r # INEC #94072105 & 94072tfk6 p ELAS'# 1C 694.407 __...} 074'-1 40' .. COMMENCEMENT 56,05' C4 50.94' uQa ....,.,.._ _. _. ....,.. _,__.._.. „. -- .,.....-..__. .,.. 50'7!70717` -O2#' -8`d Y,J ROW M., .. 05332'54' S10'40'34'W i tLt „NAihAG! EASEMENT 6565' X4544 REC #s"I023784 S50'35'2YE I SOO'27`45"E 309,98 * 6.20 �z� � i 9 CC 1143"� x 45 F: rl -�25.as C5 Cl CE � NO 27 '454_7 54.50" 54.50` TED 00412'.72' 264'IWW 084'26'48" 4.14 4.00" 90.72' 50.08' G9 19.67 7250' R90'AilYk1' S45'40'06'E ry CIO 99.63' 12.50' 090'06`00" N4419'54"E ..77.58` 013 16224 SQ. FT. xvp 7.55' 08217'00` S49V8'32"E 9.94' C12 69.82' 54.50' cs. - ICOO u 111 11, C'4 DRA NAG � C13 LOT 14 - stsE+tENF�'yy � OL 29281 SQ FT RFU Drzcs.s65D 54.60° '< 538'36'29W 69.05'. N, Q cY 11 �5-WAY EAS Ahf Wi' 54.543' 173'07'06" NEC. '2Ct 2U93867j rAf "•-0'22 !7F 2R t C15 acEtSMv. VACATED, B SEPARATE f t b4 � z E w 017"074'23" M" OCUMLN �,,,„ °a.7 4y, S9 S OF zDo # R C u.cF"i ttn R ''.pOi,WAY 4N 29.68' e 4`0 F SiMd7 iii RFC. #80023784¢ E50W 024'47'50" 84.50'02 330"74' ✓' �YR F DDWA 23,0'0" ._ : 1'94 53.89' 20.33' ,��",�i 39 32' 716.50` 019TO`39' '""'X1Nt, t0"' i;5C.C3303r'E 1092 kf"t;,r7"JaSk'+k>NP .. aOCY;ACD`57e 79,07' ,. :798 F LH7 7" F�. x7•. T45.74° r+CS Oti' •p.'� 39.14' 3 2fi"""7 4159 LOT J 2.5588 SQ. PT, LOT $ GOT I �" 14937 S/#Q, pFr, j}'y 3.8289 S4 F"T A �. �/✓T A.JY.i �,�.�£✓ / y �G •, psEa NAc. SCA.E t`3 3f± 3, R;? �..... PNTE.R j4 CORNER CITY r W FA. WDOC P JtC.ID ?9 DA:,UV '"OUN c?5" 33IAIS CAR CONTROL TONT 16364 :-. IN RANI, Box NORTH 1030£4!7 7 Ui MONUMENT RECORDS ON ELAS'# 1C 694.407 ;ILL POINT 6F 074'-1 40' .. COMMENCEMENT 56,05' CURVE I LENGTH OWS CURVE TABLE DELTA...CHORD 6EARNIG CHORD UD4TM Ct 2 10.00' 30.60` SAW 5••4.50' 031'32'20' O.it'32"20' N20'35'49'W N52'II'G9'W 29.52'. 29.52' C3 70.95` .54.56' 074'-1 40' 574'41 ll*W 56,05' C4 50.94' 54.50' 05332'54' S10'40'34'W 49,40' CS 6565' 54,50' Qfi9"f11"O7" S50'35'2YE 61.75' C5 Cl CE 4.60 251.51 ILSE 54.50" 54.50` TED 00412'.72' 264'IWW 084'26'48" N2`46"22"W 547'06'30"W N42SY30"W 4.00" 90.72' 50.08' G9 19.67 7250' R90'AilYk1' S45'40'06'E ?7,68' CIO 99.63' 12.50' 090'06`00" N4419'54"E ..77.58` 013 70.85' 7.55' 08217'00` S49V8'32"E 9.94' C12 69.82' 54.50' 0947540" N5C49'99"W 80.00' C13 7478" 54.60° 479'31`69" 538'36'29W 69.05'. C14 264 61' 54.543' 173'07'06" S88151'281W 109.80` C15 24.79' 99.97' 017"074'23" N7916'04'W 29.68' C16 77 54.39' 2045' E50W 024'47'50" 84.50'02 330"74' N80'O6'50`W N68V'20'W 53.89' 20.33' 079 39 32' 716.50` 019TO`39' S6013'28'E 39.14' CHI 4159 12654' 0794433 5693525'1 43,37' 024 C21 284 3.34' €4OO' .74.00' 011'51504 073`40'49 N3621'40'E 53671'16"E 2,89' 3.33' C22 023 60.13' 26,15' 174.50' 019'44'35' 75.50° 05459154' S6435'27"E '43'05'0. 59.83'. 26.22' SET 05X24" REAR FENCES AND 1' YELLOW-w-:o-.,.�.m__°----o- .._.. PLASTIC CAP LOT LINE w C,„ S'L5 345801 "S ,no EASEMENT LINE j MONUMENTATION TO BE ..... w SET PER CITY STANDARDS ROAD CENTER LINE +' AND C.R.S. 38._51-705 RiICE. DATUM Cu"'D 32 BRA55 CAP SUBSECTION 4 SECTION LINE ,^ FOVNU SECIQN BOUNDARY IiNE.. Fhl CORNER AS RGHT-CLF-WAY LINE.. J:AV27\214.-020 Ca,,470.°sURVI_,YNPLAI\2I4._02) PEAT NNA DW -C DESCRIBED HEREON --- U$J ADDRESS ASSIGNED BY CITY '0Z V w C,„ "S ,no j co WEST 71'4 CORNIR Ci'Y C," W21EAT r CT*N 28 RiICE. DATUM Cu"'D 32 BRA55 CAP CONTROL PO(I'T. tN RANOE, ECX MATCHES ?KZU9 MONUMENT RECORDS ON NC=(TTH1, 7031749,56 Fhl fl+?Tz 705260 72 ViESr 1/4 CORNER J:AV27\214.-020 Ca,,470.°sURVI_,YNPLAI\2I4._02) PEAT NNA DW -C PAGE 3OF3 NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on July 17, 2014, at 7:00 P.M., in the Council Chambers of the Municipal Building at 7500 W. 29'h Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of" eat Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of meeting ifyou are interested in participating and need inclusion assistance. The following case shall be heard: Case No, WS -14-02: An application filed by William Lyons, Jr. requesting approval of a 12 - lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street. Published: Wheat Ridge Transcript, July 3, 2014 Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on jut y 17, 2014, at 7:00 p.m., in the Council Chambers oft e Municipal Building at 7500 W. 29`' Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Heating or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge, Call Heather Geyer, Public InformationQt 303-235-28-76 at least one week in advance of a meeting if are interested in ficer at participating and need inclusion. assistance.. The following case shall be heard: Case No. WS -14-02: An application filed by William Lyons, Jr. requesting approval of a 12 -lot major subdivision with right-of-way dedication for property zoned Residential - One (R-1), located at 3301 Quail Street and legally described as follows; A PARCEL OF LAND BEING A PORTION OF APPLEWOOD BAPTIST CHURCH SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, BEING CONSIDERED TO BEAR SOUTH 89-19'53" WEST, A DISTANCE OF 2623.64 FEET BETWEEN THE FOLLOWING DESCRIBED MONUMENTS: -CENTER QUARTER CORNER SECTION 28 BEING A FOUND 3,25" BRASS CAP IN RANGE BOX MATCHING MONUMENT RECORDS ON FILE, WHEAT RIDGE CONTROL POINT NUMBER 16309. - WEST QUARTER CORNER SECTION 28 BEING A FOUND 3,25" BRASS CAP IN RANGE Si MATCHES MONUMENT RECORDS ON FILE. WHEATRIDGE CONTROL POINT NUMBER 16209 I i rill, Rr'15111!51 !111 Ili 01 '11 ff XWWRI]MA THENCE ALONG SAID SOUTH LINE OF THE NORTHWESTQUARTER, SOUTH 89-19'53 " WEST, A DISTANCE OF 1,475.70 FEET TO A POINT WHERE THE EAST LINE OF LOT I OF SAID APPLEWOOD BAPTIST CHURCH SUBDIVISION EXTENDED INTERSECTS SAID SOUTH LINE; THENCE ALONG SAID EAST LINE AND EAST LINE EXTENDED NORTH 00030'57" WEST, A DISTANCE OF 630.80 FEET TO THE SOUTHEAST CORNER OF LOT 2 OF SAID APPLEWOOD BAPTIST CHURCH AND THE POINT OF BEGINNING; THENCE ALONG THE COMMON LINE OF SAID LOTS I AND 2 SOUTH 89c'I 954" WEST, A DISTANCE OF 492.70 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE BOUNDARY OF SAID LOT THE FOLLOWING THREE (3) COURSES AND DISTANCES; 1) THENCE NORTH 00-3434" WEST, A DISTANCE OF 696.05 FEE -l'' 2) THENCE NORTH 89-1526" EAST, A DISTANCE OF 493.43 FEE -f,'; 3) THENCE SOUTH 00'30'57" EAST, A DISTANCE OF 696.69 FEET TO THEPOINT OF BEGINNING. Killi Wkil,9cuict, Administrative- Assisunt Meredith Reckert From: Mark Westberg Sent: Tuesday, July 15, 2014 150 PM To: Meredith Reckert; Scott Brink Subject: RE: WS -14-02 Emil= Mark A Westberg, PE, CFM Projects Supervisor Office Phone: 303-235-2863 ----- Original Message ----- rgk*7UG01,1eAU0AAm%W& Sent: Tuesday, July 15, 2014 12:28 PM To: Scott Brink; Mark Westberg Subject: FW: WS -14-02 -----Original Message ----- From: abrinkman @forethought, net [mailto:abrinkman@forethought, net] Sent: Tuesday, July 15, 2014 12:14 PM To: Meredith Reckert Subject: Re: WS -14-02 In" In addition to the auestions, raised bv Alan below. I uiaite* to . . . . . . . According to FEMA, a revised DFIRMs (Digital Flood Insurance Rate Maps) seems to be in the near future for Wheat Ridge. Since the developer so carefully carved out the lots according to the existing flood map, what will happen if the flood 9,lain chan" es be -fore thel 9-nNT&Ve--, of Feb 5, 2014. The lots are based on the new maps, Not sure what the NFIP resource is talking about, although it appears to be about Clear Creek. I have not heard of any changes. source: https://www.floodsmartgov/floodsmart/`pages/`flooding_flood_risks/mapScheduleSearch.action;jsessionid=D4D6D4D78 CBE5E43032688D66ADCC658?zipCode=80033&x=25&y=7 I'd like to hear Wheat Ridge's opinion on why the older flood plain map and current map changed? What could have been the circumstances? All of Lena Gulch was studied and remapped, We had better topography and methods this time, With the floods of 2013, how did the Lena Gulch geography change to the extent that we could see extensive shifts/expansion in the upcoming flood • map? No changes caused by from 2013 floods, We did not experience anywhere close to 1.00 --year events in our floodplains. There's alot going on regarding flood plain mapping in this little bit of Wheat Ridge (see attached capture from the current FEMA map). When development starts (assuming approval), is Staff •• to recommend any fill • to achie an elevation change for the properties closest to the flood plain? (apologies if I missed this in the ♦. If yes, can • give an estimate?? All lots and buildings are out of the regulatory floodplain. I > Meredith, > Good morning. I was going through the packet for next week's case, and > noticed the Exhibit 3: 2007 plat, is hard to make out. Would it be > possible to have a higher -resolution version sent out to the > Commissioners? > if there are any studies or reports on existing environmental > (wildlife and botanical) populations or issues related to the Lena > Gulch watershed I'd be interested in discussing these at the meeting as well. > Thanks, > Alan > ---------------- • Alan Bucknam > Notchcode Creative > mobile: 303.915.5459 > Sent via iPhone City of Wheat qge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 CORRECTION LETTER NOTICE (as required pursuant to Code Section 26-109.D) July 7, 2014 Dear Property Owner: This is to inform you of Case No. WS -14-02 which is a request for approval of a 14 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street and 3345 Quail Street. This request is scheduled for public hearings in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning Commission July 17, 2014 (a) 7:00 p.m. City Council August 11, 2014 (i 7:00 p.m. As an area resident or interested party, you have the right to attend these Public Hearings and/or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a meeting if you are interested in participating and need inclusion assistance. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you. Planning Division. WS 1402.doc www.ci.wheatridge.co.us Vicinity May Site ROHR SYLVESTER P GIBBARD ARTHUR A SUGAI WILFRED M ROHR MARY L GIBBARD LINDA H MOSBARGER SHERYL A 3298 QUAIL ST 3415 QUAIL ST 11158 W 33RD AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 HART ELIZABETH A JEFFERSON COUNTY SCHOOL ARCHER STEPHEN A 3327 PIERSON ST DIST RI 3260 ROUTTST WHEAT RIDGE CO 80033 1829 DENVER WEST DR WHEAT RIDGE CO 80033 GOLDEN CO 80401 0 TOOLE ADELE MONICA SAKES MARK A FREIMUTH BEVERLY J 3495 QUAIL ST SAKES AMY C 10135 W 38TH AVE WHEAT RIDGE CO 80033 3455 QUAIL ST WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 SCEZNEY JEROME F TURNER JERRY B HAY DAVID J 3395 QUAIL ST 11256 W 38TH AVE HAY REBECCA A WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 3280 ROUTT ST WHEAT RIDGE CO 80033 JEPPESEN JOHN C HILLAM MARK E PERRI RALPH J 11 JEPPESEN JULIA A PARISIAN HILLAM MICHELE K PERRI DEBORAH A 3274 QUAIL ST 3310 ROUTT ST 3831 MILLER. ST WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 HILL LEILA J WEAVER AMANDA J HOCK LINDA J HILL MC ARTHUR 0 1110OW38THAVE 3294 QUAIL ST 3345 QUAIL ST WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 BARNHART DANIEL E CROWN LAND DEVELOPMENT SCHLEUSNER JOSE ANN BARNHART TIFFANY L % S MCKENDRY MG PARTNER SCHLEUSNER JEFF 3275 QUAIL ST 6324 QUEENSLAND LN 3254 QUAIL ST WHEAT RIDGE CO 80033 MAPLE GROVE MN 55311 WHEAT RIDGE CO 80033 SHANNON JAMES R 11108 W 33RD AVE WHEAT RIDGE CO 80033 JARVIS GREGORY A JARVIS BARBRA RAMSEY 20305 HIGHWAY 30 BUHL ID 83316 PATRICK JEANETTE S 11435 W 32ND AVE WHEAT RIDGE CO 80033 FICCO LOUIS J GREEN CAROL DRURY APPLEWOOD BAPTIST FICCO ANTHONY M 11.254 W 38TH AVE CHURCH 3650 VANCE ST I WHEAT RIDGE CO 80033 11200 W 32ND AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 PROUTY AARON A ODOM JOHN • • 3273 PIERSON ST 11490 W 38TH AVE WHEATWHEAT RIDGE CO 80033 RIDGE City of `� W heat -Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building July 3, 2014 Mark Bishop, PE JeHN Engineering 5690 Webster Street Arvada, CO 80002 Dear Mr. Bishop: 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the third submission for approval of a subdivision plat for property zoned Residential -One (R-1) located at approximately 3301 Quail Street. The application has been reviewed and the following are comments regarding the third submittal. SHEET ONE 1. Add the Hills into the Owners' Certificate. 2. In the signature block for the Hills, change Westminster to Wheat Ridge. 3. In the Clerk and Recorder's Certificate, correct the spelling of Recorders". 4. Expand note 16 to indicate that the specific improvements will be determined by the developer and city staff. SHEET TWO 1. Staff would still like to see the rear (northern) lot line for Lot 7 straightened out. This may mean additional land will be located in Tract A but it won't be encumbered with 100 -year flood plain. 2. The reference Note for the southern detention pond vacation should be 18, not 17. 3. Designate zoning on the ABC parcel as R-1, not commercial. SHEET THREE Add an address for the new Hill property - 3325 Quail Street. OTHER ITEMS 1. Prior to recordation of the mylar, staff will want to review the Homeowner's Association Covenants for maintenance of the common elements. Attached are referrals received from other city departments and outside agencies regarding the plat document. Wheat Ridge Public Works: See attached correspondence from Dave Brossman dated May 19, 2014. Additional referral comments may be forthcoming and will be forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Meredith Reckert 303-235-2848 Public Works Dave Brossman 303-235-2864 Traffic Engineering Mark Westberg 303-235-2863 This case has been scheduled for Planning Commission public hearing on July 17, 2014. The packets for Planning Commission will be distributed on July 11. Please submit one 24" x 36" copy and one 11" x 14" copy of the revised plat document by July 9 for packet preparation. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner -City of ]��Wh6atRjdLe PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave June 30, 2014 Mr. Robert J. Hennessy, P.L.S. Jehn Engineering 5690 Webster Street Arvada, CO 80002 303.423.6036 Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: Third Review Comments of the Final Plat for Case #WS -14-02, Quail Hollow Subdivision, located at 3301 Quail Street. Dear Mr. Hennessy, I have completed the third review of the above referenced plat received on June 17, 2014, for the proposed subdivision involving the property located at 3301 Quail Street, and I have the following comments for the Final Plat: LAND SURVEYING Final Plat: General Comments: 1. From the AutoCAD drawing, please remove all text masks, layers and entities not needed for this subdivision. 2. Please be sure to record ALL easement and easement vacation/removal documents in a timely manner as the reception numbers for these must be included on the plat prior to recordation. 3. Please include a table showing the horizontal coordinate values for all CL -CL ROW intersection monuments. Sheet 1: 1. In the Legal Description, need to add the Hill's to the Owner's Certification. 2. In the General Notes: a. In Note I 1 please add the words `BY THIS PLAT" as indicated on the redlined plat. b. In Note 13, add an "S" at the end of the word "AREA" to denote there are two areas. c. In Note 16, please add the following text: "A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT F IS HEREBY GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE." 3. Please correct the typo in the Jefferson County Clerk & Recorder's Certificate. Sheet 2: 1. Please darken the linetype for the FEMA 100 -year floodplain. This line meanders all over and in some instances is coincident with lot lines and therefore needs to be easier to identify. 2. Remove the duplicate notation on the south "SEE SHEET 3 FOR QUAIL ST. ACCESS & HILL PROPERTIES", and slide the one on the north to be more centered on the sheet match line. 3. Slide the "POINT OF BEGINNING" text into the area where the above mentioned duplicate note was removed. www.ci.wheatridge.co.us Public Works Engineering June 30, 2014 Page 2 4. The dimensions for the West 33'd Avenue Right -of -Way show 51' (2 x 25.5') do not correspond to the text " WEST 33RD AVENUE 50' RIGHT-OF-WAY" notation directly below. 5. The notation for the Detention Easement Vacation (hatched area) directs the reader to SEE NOTE 17. This note needs to be modified to direct the reader to NOTE 18. 6. In the Legend: a. Please add the "FOUND PIN" symbol in the Legend. b. Add the FEMA 100 -year Floodplain linetype to the Legend. 7. In Tract B, add a Note direct the reader to "SEE GENERAL NOTE 12 ON SHEET 1 ". 8. There is an easement along the property lines between Lots I 1 & 12 that need to be joined. Sheet 3: 1. Please provide a minimum of 2' behind the sidewalk radii at W. 33'd & Quail Street. 2. There appears to be a 10' Drainage Easement along the south side of the proposed W. 33'd Avenue. If this easement is for the pipe that is to be removed and relocated further south it can be "vacated, terminated, and extinguished by the recording of this plat." 3. Due to the fact that there is a pipe, headwall and 2 major (60") pipes within the area, Tract F needs to contain a blanket Drainage Easement to the benefit of the City. Add a Note on Sheet 1 to this effect (that allows the City to enter this area and maintain these drainage facilities). 4. Need to show the Point of Beginning on this Sheet. 5. Need to show all found and set property pins (e.g., for the north line of Hill's) for the subdivision. 6. Please remove the two words "TO BE" for the two easements (Rec# 2102093809 and Rec# 2102093 8 10). These will need to be executed and recorded prior to the plat and the reception numbers shown. 7. Delete the duplicate notation "SEE SHEET 2" as indicated on the redlined plat. OTHER REQUIREMENTS PERTAINING TO THE PROJECT: 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 Meredith Reckert, Senior Planner at 303.235.2848 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 2. Public Improvements Cost Estimate & Guarantee Prior to the issuance of any Building or Right -of -Way Construction Permits, or commencement of any construction activities, an itemized engineer's cost estimate shall be submitted for review and approval. Upon acceptance of this 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 ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 3. Street Lighting Plan Required: www.d.whestridge.co. u s Quail Hollow -PLAT ONLY_reviewIltr.docx Public Works Engineering June 30, 2014 Page 3 A Street Lighting Plan showing a photometric analysis, adequate spacing, and including all associated details will need to be submitted for review and approval prior to issuance of any Right -of -Way or Building Permits. Please refer to the attached City -standard LED street light detail. 4. Stormwater Management Plan: This site is greater than one acre in size. As the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Building or Grading Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. 5. Right -of -Way Construction Permit(s)/Licensing a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensin¢. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 6. 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 2"d 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 7. 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 Quail Street, W. 32nd Avenue, and/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. 8. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Mark F. Bishop, P.E., 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 Report/Plan, and that the site has been accurately surveyed to confirm www.d.wheatridge.co.us Quail Hollow -PLAT ONLY review3.ltr.docx Public Works Engineering June 30, 2014 Page 4 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 Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. 9. Stormwater Maintenance Agreement and O & M Plan Required All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. The O & M and SMA shall be required prior to issuance of the first Certificate of Occupancy. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. 10. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.wheatridLye.co.us Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older) DWG file of the Final Plat with the next submittal. The electronic files may be delivered either on CD-ROM with the hardcopy submittal or sent by e-mail to me at: dbrossman(a.ci.wheatridLye.co.us . • Please be advised that submittals will not be considered as being under review until such time as all required items have been received by the City If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor CC: Steve Nguyen, Engineering Manager Meredith Reckert, Senior Planner W w.ci.wheatridge.co.us Quail Hollow—PLAT ONLY_review3.ltr.docx Public Works Engineering June 30, 2014 Page 5 Chuck Braden, Engineering Technician File www.ci.wheatridge.coms Quail Hollow PLATONLY review3.ltr.docx Table 5. Floodplain and Floodway Data Table for Lower Lena Peak Gulch E.G.Elev. 100 -Yr Floodplain 100 -Yr Floodway (FW) Data (0.5 ft rise in WSEL) 100 -Yr Floodway (FW) Data (1.0 ft rise in WSEL) Reach Ref location Ref. Pt. River Sta Min Ch EI Discharge W.S. Elev. Data FW Width FW Width FW Width Ave. Floodway FW E.G. FW Width FW Width FW Width Ave. Floodway FW E.G. 10 -yr 100 -yr 10yr 100 -yr 10yr 100 -yr Width Ave. Vel. Left Right Total Vel. Elev. Elev. Left Right Total Vel. Elev. Elev. (ft) (cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (kis) (ft) (ft) (ft) (ft/s) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft) (ft) 5440.8 75 7742.93 5434.67 315 1930 5438.0 5440.3 5438.5 5440.8 494 3.4 68 185 253 4.5 5440.3 5440 .8 68 185 253 4.5 5.1 5440.3 5439.7 5440.4 74 7607.85 5434.41 315 1930 5437.9 5439.7 5438.2 5440.3 421 3.8 130 96 226 5.1 5439.7 5440.4 130 96 226 173 5.9 5438.8 5439.4 73 7446.12 5436.56 315 1930 5437.3 5438.6 5437.6 5439.3 193 6.5 76 97 173 5.9 5438.8 5439.4 76 97 100 121 7.0 5437.4 5438.4 Drop Structure 72 7314.59 5433.26 315 1930 5435.6 5437.0 5435.9 5437.7 263 5.5 21 100 121 7.0 5437.4 5438.4 21 32 109 140 4.7 5437.0 5437.4 71 7287.53 5430.20 315 1930 5433.2 5436.9 5433.5 5437.2 319 3.3 32 109 140 4.7 5437.0 5437.4 98 118 6.9 5436.0 5437.0 70 7178.05 5428.61 315 1930 5432.1 5436.0 5432.9 5436.9 160 6.2 20 98 118 6.9 5436.0 5437.0 20 99 115 8.1 5434.8 5436.2 69 7047.61 5427.37 350 1930 5430.8 5434.7 5431.9 5435.6 182 5.6 24 99 123 8.1 5434.8 5436.2 16 97 200 5.4 5432.5 5433.3 R -3C 68 6827.94 5424.95 350 1930 5428.4 5432.3 5429.3 5432.9 386 3.9 108 197 305 4.2 5432.4 5433.0 103 15 188 5.8 5431.3 5432.1 67 6720.33 5423.50 350 1930 5428.0 5430.7 5428.4 5431.0 493 3.3 304 15 318 4.7 5430.9 5431.5 173 31 187 5.9 5429.8 5430.6 66 6561.71 5422.87 350 1930 5426.7 5429.1 5427.6 5429.4 582 3.5 290 31 321 4.6 5429.4 5429.9 156 36 150 6.8 5428.3 5429.3 65 6417.06 5421.03 350 1930 5425.1 5427.9 5425.4 5428.0 710 1.9 283 41 324 4.1 5427.9 5428.4 114 44 140 6.5 5427.7 5428.7 64 6264.60 5421.03 350 1930 5423.8 5427.3 5424.8 5427.3 1022 1.0 331 44 375 2.7 5427.3 5427.5 96 40 110 7.9 5426.4 5427.7 63 6136.90 5418.80 350 1930 5423.5 5425.8 5423.8 5425.9 984 1.3 365 40 405 3.3 5425.8 5426.1 70 77 112 7.4 5424.4 5425.6 R -3B 62 5913.68 5419.29 850 1940 5422.8 5423.6 5423.2 5423.9 741 3.2 393 77 470 4.0 5424.1 5424.6 35 52 100 8.9 5419.8 5421.0 Drop Structure 61 5708.61 5416.76 850 1940 5418.7 5419.6 5419.2 5420.1 290 5.6 416 44 460 5.6 5419.6 5420.1 48 45 138 5.7 5417.8 5418.3 60 5677.40 5413.97 850 940 5416.4 5417.5 5416.8 5417.6 117 3.1 93 45 138 5.7 5417.8 5418.3 93 39 138 6.2 5417.1 5417.7 59 5534.97 5412.49 850 1240 5415.8 5417.2 5416.2 5417.4 111 3.9 99 39 138 6.2 5417.1 5417.7 99 50 152 5.3 5416.8 5417.3 58 5434.97 5412.45 850 1640 5415.5 5416.9 5415.8 5417.2 119 4.4 102 50 152 5.3 5416.8 5417.3 102 50 198 6.8 5416.2 5416.9 57 5379.87 5412.24 850 1940 5415.1 5416.2 5415.5 5416.9 112 6.8 148 50 198 6.8 5416.2 5416.9 148 38 137 8.4 5415.4 5416.4 Drop Structure 56 5343.17 5412.24 850 1940 5414.3 5415.4 5415.0 5416.4 109 8.4 100 38 137 8.4 5415.4 5416.4 100 58 133 4.3 5414.3 5414.6 55 5313.04 5408.99 850 1940 5412.8 5414.3 5413.0 5414.6 133 4.3 75 58 133 4.3 5414.3 5414.6 75 52 95 8.3 5413.0 5414.1 54 5187.74 5410.00 850 1940 5411.8 5413.0 5412.5 5414.1 95 8.3 44 52 95 8.3 5413.0 5414.1 44 82 9.1 5411.6 5412.9 Drop Structure 53 5090.45 5407.00 850 1940 5410.3 5411.6 5411.2 5412.9 82 9.1 41 41 82 9.1 5411.6 5412.9 41 48 41 47 95 5.8 5411.4 5411.9 R -3A 52 5060.03 5406.13 850 1940 5409.7 5411.4 5410.0 5411.9 95 5.8 48 47 95 5.8 5411.4 5411.9 64 59 124 5.2 5411.1 5411.5 51 4934.93 5407.00 1020 2190 5409.0 5411.1 5409.5 5411.5 124 5.2 64 59 124 5.2 5411.1 5411.5 49 108 5.0 5410.9 5411.3 50 4808.83 5405.15 1020 2190 5408.3 5410.9 5408.8 5411.3 108 4.9 58 49 108 5.0 5410.9 5411.3 58 61 114 4.1 5410.8 5411.0 49 4650.00 5402.55 1020 2190 5408.0 5410.8 5408.3 5411.0 114 4.1 53 61 114 4.1 5410.8 5411.0 53 21 41 12.0 5408.4 5410.6 48 4550.00 5401.63 1010 2180 5406.3 5408.4 5407.7 5410.6 41 11.9 21 21 41 12.0 5408.4 5410.6 21 22 44 6.8 5408.1 5408.6 R -2D 47 4481.76 5399.33 1010 2180 5405.0 5408.1 5405.5 5408.8 44 6.8 22 22 44 6.8 5408.1 5408.8 22 Parfet St. Bridge B7 4444.64 20 41 7.7 5407.7 5408.6 21 20 41 7.7 5407.7 5408.E 46 4397.66 5399.26 1010 2180 5404.7 5407.7 5405.3 5408.6 41 7.7 21 5407.9 16 16 33 10.6 5406.1 5407.E 45 4275.05 5397.83 1010 2180 5403.6 5406.1 5404.7 5407.9 33 10.6 16 16 33 10.6 5406.1 16 18 34 12.8 5404.4 5406.5 44 4175.00 5397.51 1010 2180 5402.6 5404.4 5403.9 5406.9 34 12.8 16 18 34 12.8 5404.4 5406.9 32 64 7.9 5404.7 5405. 43 4124.90 5397.51 1010 2180 5402.8 5404.7 5403.4 5405.7 64 7.9 32 32 64 7.9 5404.7 5405.7 32 26 59 9.1 5403.8 5405.11 42 4024.79 5396.76 1010 2180 5402.2 5403.8 5402.9 5405.1 59 9.1 33 26 59 9.1 5403.8 5405.1 33 69 8.7 5403.2 5404.E 41 3932.64 5396.76 1010 2180 5401.6 5403.2 5402.3 5404.4 69 8.7 40 29 69 8.7 5403.2 5404.4 40 29 28 77 8.1 5403.2 5404.E 40 3912.59 5396.76 1010 2180 5401.5 5403.2 5402.2 5404.2 77 8.0 49 28 77 8.1 5403.2 5404.2 49 91 6.7 5403.0 5403. i 39 3800.00 5396.26 1010 2180 5401.2 5403.0 5401.7 5403.7 91 6.7 48 43 91 6.7 5403.0 5403.7 48 43 70 10.1 5401.4 5403.( Drop Structure 38 3682.02 5395.76 1010 2180 5399.9 5401.4 5401.0 5403.0 70 10.1 39 31 70 10.1 5401.4 5403.0 39 46 31 32 78 7.6 5399.7 5400.( 37 3651.99 5393.01 1010 2180 5398.1 5399.7 5398.6 5400.6 78 7.6 46 32 78 7.6 5399.7 5400.6 41 86 7.2 5399.4 5400.: 36 3572.09 5392.76 1010 2180 5397.7 5399.4 5398.3 5400.2 86 7.2 45 41 86 7.2 5399.4 5400.2 45 31 72 9.9 5398.0 5399.! 35 3457.07 5392.481 1010 2180 5396.5 5398.0 5397.5 5399.5 72 9.9 41 31 72 9.9 5398.0 5399.51 41 and flow from the overbank returns as lateral inflow to the channel at sections 60, 59 and 58. Note For the floodolain. divided flow occursfor the 100 -year discharge at sections 62 and 61 For the floodways, no divided flow occurs and the 100 -year discharge in sections 60, 59 and 58 is 1940 cfs. For floodway, sections 71, 69, 63, 62, 61, 60, 59, 58, 57 and 56 the topwidth is based on encroachment stations that include high ground. GK Cotton Consulting Table 5. Floodway Table Lena Gulch (Lower) 32 JeHN Arvada, Webster Street Arvada. Colorado 80002 ENGINEERING .fig (800)547-JeHN, (303)423-6036 (303)467-9438fax June 23, 2014 Mark Westberg, PE, CFM Project Supervisor, City of Westminster 7500 W. 29th Ave. Wheat Ridge, Colorado 80033-8001 RE: Final Drainage Report for Case #WS -14-02, Quail Hollow Subdivision, located at 3301 Quail Street — Revisions per Comments from Mark Westberg Dear Mr. Westberg, Please find enclosed revised culvert calculations and additional information pertaining to the dual 60" culverts within Quail Hollow in order to address comments received in a Memorandum from you dated June 6, 2014. The revised information provided herein supersedes information provided in the JeHN Engineering 2 d Submittal of Quail Hollow package submitted on June 5, 2014. Below are the original comments and the JeHN Engineering comment response in bold. Culvert Analysis - Only the results of the HY-8 analysis were included in the report. In order to review the results, the input data needs to be included. Based on the limited information, I also have the following comments: a. The tail water elevation for the 100 -year event should be based on the flood elevation for Lena Gulch at that location. • Jehn Engineering response comment: HY-8 input data has been provided in the attached set of supplemental information for the drainage report. Per the Lower Lena Gulch FHAD, we anticipate a 100 - year water surface at approximately 5420.50 (The outfall is located between Reference Points 60-62). With the invert out elevations of the dual 60" pipes at 5419.99, the tailwater effect will be minimal during the 100 -year storm event. Calculations have been provided in both cases of constant tailwater and calculated tailwater due to the fact that the calculated tailwater is 5423.72, which is greater than the estimated constant tailwater of 5420.50. Pertinent information from the FHAD has been attached to this letter for your convenience. JOE JEHN. CA-PEN414871CO-PES157561OH-PE043204 1%-PER110586WY-PEM2754 DAVID BORCHERDING. CO-PE"4228 GA-APE033975fLA-PEA36448 MT-PEN20390 NC PE8034036;ND MPE75181SC PEN27224 SO PFR110751TX PCEII0701 VA PE/39443 r BREI FLAN. CO-OFO34724, MARK BISHOP CO-PF1769n, 608 HENNFSSY CO -0l Sf34580 0,.?: 5-"JOHNN f � W�.m, �� +'.MiN, 130? ENGINEERIN6J! Since a flood elevation for Lena Gulch for the 5 -year event is not available, the 10 -year flood elevation could be used. Jehn Engineering response comment: Per the Lower Lena Gulch FHAD, the area where the dual 60" RCP pipes will outfall is between Reference Points 60-62. The 10 -year water surface is approximately 5418.70 per Reference Point 61, just upstream of the drop structure. The invert elevation of the dual 60" pipes is 5419.99 and therefore will not affect outflows from the dual culverts. Construction details of the upstream end of the culverts needs to be included in the report to ensure that the proper headwall condition is selected in the analysis. Jehn Engineering response comment: A detail of the culvert inlet has been provided showing a minimum face opening width of 7' and a height of 5' as well as a 45 degree beveled edge at the pipe opening. Please see revised Sheet 13. 2. Construction Plans: a. The upstream headwall should be perpendicular to the pipes. Skewed designs typically create sediment issues in the one of the pipes since the flow will favor one of the pipes. • Jehn Engineering response comment: The upstream headwall has been reconfigured to be perpendicular to the pipes. Please see revised Sheet 13. b. A handrail will likely be required for the upstream headwall because of the proximity to the sidewalk. • Jehn Engineering response comment: Acknowledged. A handrail has been specified on the upstream end of the headwall. Please see revised Sheet 13. Please let me know if further clarification or supplemental information is needed, I can be reached at 303-403-2407 or okkeenanCa�gmail.com. Regards, Owen Keenan, PE Project Engineer JeHN Engineering Attachments: Revised Construction Plans Sheets 12 & 13 Pertinent Sheets from the Lena Gulch (Lower) FHAD Revised HY-8 Culvert Analysis inputs and outputs $36NNE June 12, 2014 5690 Webster Street Arvada, Colorado 80002 (800)547-JeHN, (303)423-6036 (303)467-9438fax • Ce",dDavid F Brossman, P.L.S. Developer Review Engineer/City Surveyor _ v — ` 7500 W. 29th Ave. Wheat Ridge, Colorado 80033-8001 RE: Second Review Comments of the Final Plat for Case #WS -14-02 Subdivision, located at 3301 Quail Street Quail Hollow LAND RVEYINc' Final Plat: Sheet 1 1. The Owner's Certificate needs to list Quail Hollow Patio Homes, LLC • Jehn Engineering response comment: The Owner's Certificate has been revised. 2. General Note #11 will need to be revised to read: 11.) THE AREA HEREIN SHOWN AS "TRACT A" CONTAINS A REGULATED FLOODPLAIN AND IS HEREBY DESIGNATED AS A NON-BUILDABLETRACRAC THAT SHALL BE MAINTAINED BY THE OWNERS, SUBSEQUENT O T HEIRS, SUCCESSORS, AND ASSIGNS. A DRAINAGE EASEMENT OVER ENTIRETY OF TRACT A IS HEREBY GRANTED TO THE CIT OWNERS, RIDGE. Y OF WHEAT ER THE • Jehn Engineering response comment: Note #11 has been revised. 3. General Note #13 will need to be revised to read: 13.) THE AREAS HEREIN SHOWN AS TRACT C AND TRACT D ARE HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. IF T A FUTURE DATE THE CITY WISHES TO VACATE THE TRACT C AND D RIGHT-OF-WAY, TRACT C WILL BECOME A PART OF LOT 11AND T D WILL BECOME A PART OF LOT 12. RACT • Shy Jehn Engineering response comment: Note #13 has been revised. 1. Add the word "SUBDIVISION" in the plat title as requested by Community Development.mmu • Jehn Engineering response comment: The word "Subdivision" has been added. 2. All proposed easements shall be shown as "HEREBY DEDICATED BY THIS PLAT." There are still numerous instances where this needs correcting, please refer to the redlined plat. (The word "HEREBY" language per the City Attorney). is specific JOE JEHN, CHERDI 14871CO PE#15756�OH-PL"j204 T%-PENI10586 WY-PEM2754 DAVID BORCHERDING. OH -PEM10390 NC T EGA40361ND IPE75181SC-PE#27224, SO.PE>f110751TX•PEv110701[M PEN39443 BRFT EGAN, CO•PE0317?4, MARK BISHOP, CO•PES26968 BOB HENNESSY CO.PI. SOMs" "JOHN s I �690 Wabatar do 80 Arvada, Colorado 80002 ENGINEFAINGAQ547--N,(303)4236036 1303)467-"U U • Jehn Engineering response comment: Hereby has been added to the appropriate easements. 3. After further contemplation, the detention easement shown on the southerly portion of the plat extending into the subject property will need to be vacated by separate document since the easement is to the benefit of the Applewood Baptist Church. Otherwise, the Church will need to be a party to and have a signature block added to this plat. I now suggest revising this language to read: "THE HATCH INDICATES THE PORTION OF DETENTION EASEMENT REC. #2006142621 LYING WITHIN THE BOUNDS OF THE QUAIL HOLLOW SUBDIVISION VACATED BY SEPARATE DOCUMENT, REC# Jehn Engineering response comment: Note 17 on sheet one has been added and the labeling for the hatched area has been revised per direction from Dave Brossman on June 6, 2014. 4. The northerly portion of the W. 33rd Ave. ROW on the west end will need to be broken into two pieces and platted as Tract C and Tract D by extending the lot line between Lots 11 & 12 southerly to the north ROW (extended). The Note on Sheet 1 will need to be modified to reflect the purpose of this (see Comment 3 above). "THE AREA HEREIN SHOWN AS "TRACT C" IS HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY." • Jehn Engineering response comment: This note has been added but it is labeled for both Tracts C and D. 5. The City requires section ties to consist of two (2) different property corners of the subdivision boundary being tied to the section. I provided one possible solution to this requirement on the redlined plat. • Jehn Engineering response comment: An additional section tie has been added per the recommendation. 6. In the "offsite" W. 33rd Avenue ROW diagram: a. Show the width of the ROW and identify Tracts E & F as shown on the relined plat. • Jehn Engineering response comment: The Hill Parcels have been added to this plat in order to identify and clarify the ROW and Tracts E & F. The purpose of Tracts E & F are clarified in note #16 on Sheet 1. b. Add a Note: "WEST 33RD AVENUE ROW TO BE DEDICATED BY SEPARATE DOCUMENT REC# " • Jehn Engineering response comment: The Hill Parcels have been added to this plat in order to identify and clarify the ROW and Tracts E & F. The purpose of Tracts E & F are clarified in note #16 on Sheet 1. 7. Be sure to include the Reception Numbers for the 20' Sanitary and 16' Sanitary Easements. XSheet Arvada. a:eHN ENGINEERING, (800)ANeH"'`303w23-60, c3a3NE7=,_ • Jehn Engineering response comment: The Reception Numbers will be added as they are recorded. 8. There appears to be a Typo in the Reception Number for the 16' foot Sanitary Sewer Easement along the northerly boundary of the plat. • Jehn Engineering response comment: The Easement Book and Page numbers have been added. 9. Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older) DWG file of the Final Plat with the next submittal. Due to constraints of the City's GIS we are using AutoCAD 2011 so if a newer file is provided it cannot be opened and the plat cannot be fully reviewed • Jehn Engineering response comment: OTHER REQUIREMENTS PERTAININ TO THE PROJECT 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 Meredith Reckert, Senior Planner at 303.235.2848 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. • Jehn Engineering response comment: Acknowledged. 2. Public Improvements Cost Estimate & Guarantee Prior to the issuance of any Building or Right -of -Way Construction Permits, or commencement of any construction activities, an itemized engineer's cost estimate shall be submitted for review and approval. Upon acceptance of this 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 ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. • Jehn Engineering response comment: Acknowledged. 3. Street Lighting Plan Required: A Street Lighting Plan showing a photometric analysis, adequate spacing, and including all associated details will need to be submitted for review and approval prior to issuance of any -Right -of -Way or, Building Permits. Please refer to the attached City -standard LED street light detail. • Jehn Engineering response comment: Acknowledged. 4. Stormwater Management Plan: This site is greater than one acre in size. As the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Str et "AGHN 569U W Color do 80 Arvada. Colorado 80002 (800)547-JaHN, (M)42360Y EM61MEEtINL.J! ::a- a�,x-. Building or Grading Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. • Jehn Engineering response comment: Acknowledged. 5. Right -of -Way Construction Permit(s)/Licensing a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. • Jehn Engineering response comment: Acknowledged. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. • Jehn Engineering response comment: Acknowledged. & 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 2n 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 • Jehn Engineering response comment: Acknowledged. 7. 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 Quail Street, W. 32nd Avenue, and/or W. 33`d 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. • Jehn Engineering response comment: Acknowledged. 8. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Mark F. Bishop, P.E., 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 4 JGHNI A90 Webster �SheetArvatla. Cokxatlo 80002 ENGINEERING, Vo,1?, �N;(3031A2&603E in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. • Jehn Engineering response comment:Acknowledged. 9. Stormwater Maintenance Agreement and O & M Plan Required All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O& M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. The O & M and SMA shall be required prior to issuance of the first Certificate of Occupancy. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. • Jehn Engineering response comment: Acknowledged. 10. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at:w.w.w.ci.wheatridge.co.us • Jehn Engineering response comment: Acknowledged. Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older ) DWG file of the Final Plat with the next submittal. The electronic files may be delivered either on CD-ROM with the hardcopy submittal or sent by e-mail to me at:dbrossman@ci.wheatridge.co.us . • Jehn Engineering response comment: Please be advised that submittals will not be considered as being under review until such time as all required items have been received by the City • Jehn Engineering response comment: Acknowledged. Comments from Meredith Reckert, AICP Senior Planner ,7eHN As Wa�t�s�f Arvatla. Cobredo 80^. 900)SgJOHN, PM)4,: ENGINEEAINCJ_-14�7_x,., This letter is in regard to the second submission for approval of a Subdivision plat for property zoned Residential -One (R-1) located at approximately 3300 Quail Street. The application has been reviewed and the following are comments regarding the second submittal. SHEET ONE In the Notes #14, remove the word "being". • Jehn Engineering response comment: The word being has been removed. 2. In the Lot Data Table, add the area of the property being dedicated for right-of- way so the totals for the site add up to 7.882 acres. • Jehn Engineering response comment: The Lot Data Table has been updated to reflect the addition of the Hill property as well as the ROW. 3. In the vicinity map, label W. 33`d Avenue. • Jehn Engineering response comment: W. 33`d Ave. has been added. SHEET TWO Show property addresses for each lot (see attached). • Jehn Engineering response comment: Property address have been added with the exception of Lot 13. Please provide us with the address and we will add it. 2. Modify the lot line between Lots 6 and 7 so it has a more logical shape. • Jehn Engineering response comment: The lot line cannot be adjusted as the floodplain extends between the lots. 3. Modify the note for Tract A. • Jehn Engineering response comment: I am not sure exactly what to modify it to with the exception of Sheet 1. 4. On Detail "A", designate what will occur on the excess right-of-way. Is it going to have landscaping, fencing, signage? If so, who will be maintaining these features? • Jehn Engineering response comment: The Hill Parcels have been added to this plat in order to identify and clarify the ROW and Tracts E & F. The purpose of Tracts E & F are clarified in note #16 on Sheet 1. 5. On the 33rd Avenue entrance into the subdivision, there should be sidewalk shown on both sides of the street. • Jehn Engineering response comment: The plat does not show sidewalk, but the ROW is shown per the City of Wheat Ridge request. 6. The rear (northern) lot line for Lot 7 should be straightened out. This may mean additional land will be located in Tract A but it won't be encumbered with 100 - year flood plain. 0 Jehn Engineering response comment: The lot line has been adjusted. sss da. Co Webster do 8G �eHN ENLINEEAIN6J� �BOO)5C7J&HN.=)423-60M OTHER ITEMS 1. Prior to recordation of the mylar, staff will want to review the Homeowner's Association Covenants for maintenance of the common elements. Attached are referrals received from other city departments and outside agencies regarding the plat document. Wheat Ridge Public Works: See attached correspondence from Dave Brossman dated May 19, 2014. Additional referral comments may be forthcoming and will be forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: • Jehn Engineering response comment: Community Development Meredith Reckert 303-235-2848 Public Works Dave Brossman 303-235-2864 Traffic Engineering Mark Westberg 303-235-2863 This case has been scheduled for Planning Commission public hearing on June 5, 2014. The packets for Planning Commission will be distributed on May 30. Please submit one 24" x 36" copy and one 11" x 14" copy of the revised plat document by May 28 for packet preparation. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, 7 Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on June 52014 at 7:00 p.m., in the Council Chambers of the Municipal Building at 7500 W. 29'Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of 0zeat Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one iveek in advance cif a meeting if you are interested in participating and need inclusion assistance. The following case shall be heard: THENCE ALONG THE COMMON LINE OF SAID LOTS I AND 2 SOUTH 89019'54" WEST, A DISTANCE OF 492.70 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2; =11Y OF SAID LOT 2 THE FOLLOWING THREE (3) COURSES AND DISTANCES; 1) THENCE NORTH 00-3434" WEST, A DISTANCE OF 696.05 FEET; 2) THENCE NORTH 89-1526" EAST, A DISTANCE OF 493.43 FEET; 3) THENCE SOUTH 00-30-57" EAST, A DISTANCE OF 696.69 FEET TO THE POINT OF BEGINNING. CONTAINING 343,353 SQUARE FEET OR 7,882 ACRES, MORE OR LESS. Admawstrztwc Assistzint NOTICE IS HEREBY GIVEN that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on June -5,2014, at 7:00 1).M., in the Council Chambers of the Municipal Building at 7500 W,--2---9T"—A" venue, Wheat Ridge, Colorado, All interested citizens are invited to speak at the Public Hearing or submit written comments. Individuals with disabilities are encouraged to participate in all public pub eetingsponsorI In ed by the City of Wheat Ridge, Call Heather Geyer, Public Informationf Q,ficer at 303-235-2826 at least one week in advance o meeting ifyou are interested in participating and need inclusion assistance, Rim= Case No. WS -14-02: An application filed by William Lyons, Jr. requesting approval of a 12 - lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street. Published: Wheat Ridge Transcript, May 22, 2014 -� City of Wheat 1 , dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE CASE CONTINUANCE May 29, 2014 Dear Property Owner: This notice is an update regarding Case No. WS -14-02 which is a request for approval of a 12 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street. This request was scheduled for public hearings in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue for the following dates: Planning Commission June 5, 2014 a, 7.00 p.m. Citv Council June 23 2014 (i�, 7.00 p.m. As an area resident or interested party, the intent of this notice is to inform you that Case No. WS -14-02 has been continued from the June 5, 2014, Planning Commission public hearing to a date uncertain. A notice will be mailed when a revised date is scheduled. If you have any questions, please contact the Planning Division at 303-235-2846. Thank you. Planning Division. WS 1402Continuance.doc www.ci.wheatridge.co.us Vicinity Map Site ROHR SYLVESTER P GIBBARD ARTHUR A SUGAI WILFRED M ROHR MARY L GIBBARD LINDA H MOSBARGER SHERYL A 3298 QUAIL ST 3415 QUAIL ST 11158 W 33RD AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 HART ELIZABETH A JEFFERSON COUNTY SCHOOL ARCHER STEPHEN A 3327 PIERSON ST DIST R1 3260 ROUTT ST WHEAT RIDGE CO 80033 1829 DENVER WEST DR WHEAT RIDGE CO 80033 GOLDEN CO 80401 • SCEZNEY JEROME F 3395 QUAIL ST JEPRESEN JOHN C HILL LEILA J HILL MC ARTHUR 0 3345 QUAIL ST WHEAT RIDGE CO 80033 BARNHART DANIEL E BARNHART TIFFANY L 3275 QUAIL ST ikkvcwlv-mbw- SHANNONJAMESR 11108 W 33RD AVE ik"wita& SARES MARK A SARES AMY C 3455 QUAIL ST TURNER JERRY B 11256 W 38TH AVE WHEAT RIDGE CO 80033 HILLAM MARK E HILLAM MICHELE K 3310 ROUTTST WHEAT tGE FREIMUTH BEVERLY J 10135 W 38TH AVE HAY DAVID J HAY REBECCA A 3280 ROUTT ST WHEAT RIDGE CO 80033 PERRI RALPH J 11 PERRI DEBORAH A 3831 MILLER ST ""Jrm�l HOCK LINDA J 3294 QUAIL ST WHEAT RIDGE CO 80033 CROWN LAND DEVELOPMENT SCHLEUSNER JOEE ANN % S MCKENDRY MG PARTNER SCHLEUSNER. JEFF 6324 QUEENSLAND LN 3254 QUAIL ST MAPLE GROVE MN 55311 WHEAT RIDGE CO 80033 20305 HIGHWAY 30 BUHL ID 83316 PATRICK JEANETTE S 11435 W 32ND AVE WHEAT RIDGE CO 80033 FICCO LOUIS J GREEN CAROL DRURY APPLEWOOD BAPTIST FICCO ANTHONY M 11254 W 38TH AVE CHURCH 3650 VANCE ST I WHEAT RIDGE CO 80033 11200 W 32ND AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 PROUTY AARON A ODOM JOHN A JR VANDEUSEN LAURA M ODOM LORRIE F 3273 • ST 11490 W 38TH AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 AIS ai,,6`k 111 i11� Ms. Meredith Reckert City of Wheat Ridge 7500 W. 29t' Ave. This letter serves as a follow to our neefit, ii I I 5640 weww 818 AN&U, Co��mdo 80002 $345HN,91 (M)rA 73MHN, (303,973-6036 INGINEERIM&A (X'*,g6-,-04wRA vacated ROW) to the respective owners, We can however inciude additional ianguage that Mr, Lyon's may wish to add to the plat that is more explicit, 111111; 111! THIMI NOW � IS III 1 111111 assistance with this project, RM-NI'm I. MM= City of �CC:OMMUNiTy Wheat idge DEVELOPMENT City of Wheat Ridge Municipal Building May 19, 2014 Mark Bishop, PE JeHN Engineering 5690 Webster Street Arvada, CO 80002 Dear Mr. Bishop: 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the second submission for approval of a Subdivision plat for property zoned Residential -One (R-1) located at approximately 3300 Quail Street. The application has been reviewed and the following are comments regarding the second submittal. SHEET ONE 1. In the Notes # 14, remove the word "being". 2. Modify Note #11 to read as follows: "The area shown as "Tract A" is an unbuildable tract to be maintained by the Quail Hollow Homeowners' Association." 3. In the Lot Data Table, add the area of the property being dedicated for right-of-way so the totals for the site add up to 7.882 acres. 4. In the vicinity map, label W. 33'd Avenue. SHEET TWO 1. Show property addresses for each lot (see attached). 2. Modify the lot line between Lots 6 and 7 so it has a more logical shape. 3. Modify the note for Tract A. 4. On Detail "A", designate what will occur on the excess right-of-way. Is it going to have landscaping, fencing, signage? If so, who will be maintaining these features? 5. On the 33 Avenue entrance into the subdivision, there should be sidewalk shown on both sides of the street. 6. The rear (northern) lot line for Lot 7 should be straightened out. This may mean additional land will be located in Tract A but it won't be encumbered with 100 -year flood plain. OTHER ITEMS 1. Prior to recordation of the mylar, staff will want to review the Homeowner's Association Covenants for maintenance of the common elements. Attached are referrals received from other city departments and outside agencies regarding the plat document. Wheat Ridge Public Works: See attached correspondence from Dave Brossman dated May 27, 2014. Additional referral comments may be forthcoming and will be forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Meredith Reckert 303-235-2848 Public Works Dave Brossman 303-235-2864 Traffic Engineering Mark Westberg 303-235-2863 This case has been scheduled for Planning Commission public hearing on June 5, 2014. The packets for Planning Commission will be distributed on May 30. Please submit one 24" x 36" copy and one 11" x 14" copy of the revised plat document by May 28 for packet preparation. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848 Sincerely, Meredith Reckert, AICP Senior Planner City of " W heatge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. May 27, 2014 Mr. Robert J. Hennessy, P.L.S. Jehn Engineering 5690 Webster Street Arvada, CO 80002 303.423.6036 Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: Second Review Comments of the Final Plat for Case #WS -14-02, Quail Hollow Subdivision, located at 3301 Quail Street. Dear Mr. Hennessy, In an effort to keep the platting process moving forward, the 2nd review of the Final Plat received on May 16, 2014 was completed and those comments are included below. The second submittal of the civil review documents has not yet been received, so any comments pertaining to those will be under separate cover and be addressed to Mr. Mark F. Bishop, P.E. I have the following comments for the Final Plat: LAND SURVEYING Final Plat: Sheet 1: 1. The Owner's Certificate needs to list Quail Hollow Patio Homes, LLC 2. General Note #11 will need to be revised to read: 11.) THE AREA HEREIN SHOWN AS "TRACT A" CONTAINS A REGULATED FLOODPLAIN AND IS HEREBY DESIGNATED AS A NON -BUILDABLE TRACT THAT SHALL BE MAINTAINED BY THE OWNERS, SUBSEQUENT OWNERS, HEIRS, SUCCESSORS, AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT A IS HEREBY GRANTED TO THE CITY OF WHEAT RIDGE. 3. General Note #13 will need to be revised to read: 13.) THE AREAS HEREIN SHOWN AS TRACT C AND TRACT D ARE HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. IF AT A FUTURE DATE THE CITY WISHES TO VACATE THE TRACT C AND D RIGHT-OF-WAY, TRACT C WILL BECOME A PART OF LOT I 1 AND TRACT D WILL BECOME A PART OF LOT 12. Sheet 2: 1. Add the word "SUBDIVISION" in the plat title as requested by Community Development. 2. All proposed easements shall be shown as "HEREBY DEDICATED BY THIS PLAT." There are still numerous instances where this needs correcting, please refer to the redlined plat. (The word "HEREBY" is specific language per the City Attorney). 3. After further contemplation, the detention easement shown on the southerly portion of the plat extending into the subject property will need to be vacated by separate document since the easement is to the benefit of the Applewood Baptist Church. Otherwise, the Church will need to be a party to and have a signature block added to this plat. I now suggest revising this language to read: www.ci.wheatridge.co.us Public Works Engineering May 27, 2014 Page 2 "THE HATCH INDICATES THE PORTION OF DETENTION EASEMENT REC. #2006142621 LYING WITHIN THE BOUNDS OF THE QUAIL HOLLOW SUBDIVISION VACATED BY SEPARATE DOCUMENT, REC# of 4. The northerly portion of the W. 33`d Ave. ROW on the west end will need to be broken into two pieces and platted as Tract C and Tract D by extending the lot line between Lots 11 & 12 southerly to the north ROW (extended). The Note on Sheet 1 will need to be modified to reflect the purpose of this (see Comment 3 above). "THE AREA HEREIN SHOWN AS "TRACT C" IS HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY." 5. The City requires section ties to consist of two (2) different property corners of the subdivision boundary being tied to the section. I provided one possible solution to this requirement on the redlined plat. 6. In the "offsite" W. 33`d Avenue ROW diagram: a. Show the width of the ROW and identify Tracts E & F as shown on the relined plat. b. Add a Note: "WEST 33RD AVENUE ROW TO BE DEDICATED BY SEPARATE DOCUMENT REC# {L 7. Be sure to include the Reception Numbers for the 20' Sanitary and 16' Sanitary Easements. 8. There appears to be a Typo in the Reception Number for the 16' foot Sanitary Sewer Easement along the northerly boundary of the plat. 9. Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older) DWG file of the Final Plat with the next submittal. Due to constraints of the City's GIS we are using AutoCAD 2011, so if a newer file is provided it cannot be opened and the plat cannot be fully reviewed. OTHER REQUIREMENTS PERTAINING TO THE PROJECT 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 Meredith Reckert, Senior Planner at 303.235.2848 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). S1As are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 2. Public Improvements Cost Estimate & Guarantee Prior to the issuance of any Building or Right -of -Way Construction Permits, or commencement of any construction activities, an itemized engineer's cost estimate shall be submitted for review and approval. Upon acceptance of this 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 ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 3. Street Lighting Plan Required: A Street Lighting Plan showing a photometric analysis, adequate spacing, and including all associated details will need to be submitted for review and approval prior to issuance of any Right -of -Way or Building Permits. Please refer to the attached City -standard LED street light detail. www.ci.whentridge.co.us Quail Hollow_PLATONLY_review2.ltr.docx Public Works Engineering May 27, 2014 Page 3 4. Stormwater Management Plan: This site is greater than one acre in size. As the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Building or Grading Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. 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. Licensine. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 6. 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 2"d 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 2"d Letter of Credit shall be surrendered by the City of Wheat Ridge 7. 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 Quail Street, W. 32"d Avenue, and/or W. 33`d 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. 8. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Mark F. Bishop, P.E., 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 Report/Plan. and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage www.d.whestridge.co.us Quail Nollow_PLATONLY review2.ltr.docx Public Works Engineering May 27, 2014 Page 4 facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. 9. Stormwater Maintenance Agreement and O & M Plan Required All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. The O & M and SMA shall be required prior to issuance of the first Certificate of Occupancy. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. 10. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.whentridQe.co.us Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older) DWG file of the Final Plat with the next submittal. The electronic files may be delivered either on CD-ROM with the hardcopy submittal or sent by e-mail to me at: dbrossmanami.wheatridee.co.us . • Please be advised that submittals will not be considered as being under review until such time as all required items have been received by the City If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor CC: Steve Nguyen. Engineering Manager Meredith Reckert. Senior Planner Bill LaRow. Stormwater Program Manager File www-ci.whes1ridge.co.us Quail Hollow -PLAT ONLY_review2.ltr.docx Q 1RI]LL ,vATInoNOLEs , J .� . -:t r•�-1EI ♦. .. ) a PRaERO IpBAwK lee] NA[s .. �. � [PDO BAPTIST (NPCM AIB.n'SON. ;1RAsd sOE a caa As RN0 BEND Rm1u I1L9CRHD TaL- wx AANICR a LAID BEND A TORTONI a •ISSE.Doo 1 S,SONSDI, Loon N M,__ a ac'm I.. 1 WWI LD 3 SO, RNRCA DE W O M a1.RRPRN 1R1mur�.1 a .NAT ROCS. _TY a JE*1ERsw. s1.R D, caaw ._E`aI.- elms I BEARADs BE7nN. ARE - ON M San. LINE a M NxPAEST aRKrfn a Sw SD`_ m BEPIL CO60EBE0 TO BETA SLM .F11" PEST. A DeTANIS a M13N RR DISTANCE a I A) RR 10 A N91I PNEBE M EMI LLK a La 1 BOR[ -SIO EAP LRE LID EAST .. EOD1Df0 NORM _r BEST, A DmBRE a _ . FEE` 10 ME SOUIIfA51 CORRR Or IBE } a STD APREP0o0 I- ALIO M COWON I E O SAO IDR 1 AND } SINN Mt9'1' KG. A /S1ArcE a .1. TED 10 M: SODARs1 CORMA I - LOT I. M eallowY O S4D .1 1 M rILGPIR ONEE (I) -S CLD omN :,Nrfz 1)nEN[( IDRiN IIO1'1' ASST, A ISTNIa D, B162f (TIT: I)- IDRM e1,v r FAST A DS1IR ; a ...I RC1: WIIAPAD 13J51 SINK 1Rr OR I- CRC_. (DRE OR ,ISS WAS IPO IGANED P.m a 10 MOT SROM u B1. RDW S IYd5 W. _DW RAID RIDLES UC A— s Yiw WE, SIR 39E EREEIIo00 KLAa. w ea,1 ME NE_ PB- RK AO9OR_ BEI- NE 116 y4Y a . AO A_ B+ __ AINCSS w LAND AID o%BON SEE w CDL9ASmL DwREs FINAL PLAT IT A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 1 OF 2 GENERAL NOTES: I •�I 1.) MR COLORA00 RCNS[D STIMTES SEC. 18-31-106 (L). ALL. LINEAL UITS DEPICTED ON MS LAND SLAIKY RAT ME MR LINs1ANOAT, ONE URTER EDU LS 19.37 Oa1OED BT 12 u.5. SI 1 rtET ACCO . 10 THE I.) AIY MRSON ANO NxOANCLr RE. -S. AIRRs d DEIACEI AIY PUBLIC LAND 1uONMIC.I. LAND SURKY _AR,_NTw ACCESSORY COW IS A CLASS TWO (}) NSDEUEANER PURSUANI TO STATE STAME Le -4 -SOB. C R.S 1 0, SU NOnO IN INKNG t0 CGON•DO LAN IOU u115i COWEINS MY . IN ACTION BASED NON ANY BASED N IS µRKY NMN MMIS YEARS MTEA YOU MIST a MAN M. ARC1. N NETM -NT Ol' ANY ACTION BASED UPON r DEFECT IN 5 SwNEY BE CIYENCED A,aR MAN Rx YEARS fROu M[ OAR O CCAIFRATON SIROAI HfR ON _ I WAS CNTMEIY R[NEDRTC T -ON FON RECORDED IRE C MY MC LRRN S--OT-11A}YN. EASEIENR AND ENCWNRANCC� TORE NTE-AIION a R SWKY ,I J E....waNO S. WESRSC1.nYENAcoKUN�•NTs� Nam RST,PTCW OR TIRE ENDCNCE OR TINS OOMAECMER r TS �Dw AFAR EISEl NDD .r Od .1 TILE SEM. NAY DISCLOSE. --�Y '-- e.) ALL LOT CORNER IONLMCNR SIIALL BE SCT PER COLORADO STATE STAMTE 3 51 -LOS -I 7) BASIS a BEARINGS BEAMNGS ARE BASED ON INC SWM LINE OF ME NONNKST OLARRR a SCCTON 71 K,1C CONSDEMD TO BEAR S M19'53' N BETWEEN NONUNENTS AS SHOAN AMIN MIs PLAT BETMd OTY O NIEA1 MIG[ CdMOL PIN,sIt, AND ne}w. ..7 TEN-rWt (10') NDE ESSELENTS ARE HEREBY GRANTED ON -E PROPERTY AOMCENT TO ALL I>VOR SIBEYTS AND \ 1TONT AND MAR PROP 1 LINES a FALX LOT IN ME SUBOMSDN ON RATTED ABU FM -r001 (5') ADE EASEVCNlS AM .-BY -1. ON PRNAIE PROPERTY -E.1 10 ALL SIDE 1.1 LINES OT EACH 1.1 N TE SUED - ON -- IERf - CARE, ORNMCE AND RtE[ONW1NYAi4R6 AM FACRDES. 111IRCS SIN11 AL50 BE _-CD M ANY ACCESS 1A1�iR1uE5Ap AND UNI NNNAEATE$I 5 5 N ME WKWASS1ON. PWN ERC", • SiRURLBCS IT RATER LITERS SIWL NOT K KRAI TED 9) THE DEDDEDE PwRT COORONATE DATA SN01N HEREIN NAS BEEN DEMKD I ME NAD 81 H•RN SCAR RLANE COLORADO CCNINAL nP5 0503 COORDINATE SYSRu, AND HAS A HOMIdT4 -RACY CLASSFiCAMA, a 0.07 U.S. SumY I'E 1 .1 ME 953 CONI -11 IT- AS DEEMED N ME .-AR. POSRONING .-RACY SIANOABDS O ME RD(RAL DEOOEnC CONIMY SI. ,.v '-TC (IDDC-STT-0079-199.). MS PLA, Is c, I a ASAI R VirINITY MAP • mW Nn P. - IDM, a ME x•DBSn} ST.. PLANE CODaaNATE SY'STEu. CWw•DO m4TRAL 1- 0507, PLANNING COMMISSION CERTIFICATION: N. _BCI , AYEMCAM -CAL DATA OF 19M (NAYCI..). C. BOUND SLUE (ACTOR IS 0.999747Bo100. SCALED MIA BASE PONT PNAC , IMMANENT RON ACWNACr Ca:':I e11 G ME '__G NADN"/Ea, B1-NNDEjAOi 1. •. U. -" TNN. STATE RAKE cC[WO'x+T.s. -C I NOBMING. 170} 75. EASTNC 31182115., EL -TON 517162 1.) MF •MA NCP[N SNOW AS 'REACT I'll NEREBI DEICATED 11 MI5 RAI AS OREN SPACE. II.) TM SiORUNATER WALIlY DETENRON NCA KREIN SHOAR As 'TRACT B' SHALL BE CdS1M _AMD NAN1_C BY *1E oA,ER AND wesfauwT OANrns. NDRs. aItt[ssa.s AID +svl4s. A wANADE uBELIENI oKR TIE ENRPEn a pTY CERTIFICATION: TRACT B R NER(fl• ONAI TED BY RPS PIAL 10 THE OT' a ANE AT NODE. SO MAT N MC CKNT MAl SUd CONSiRUCTON AND III IS NOT _BINNED BY sN0 oWCP, ME CITY O ARA( NOG( 9NLL HANE ME RN91i TO CNTER 5LN?I AMST D nes _a a _ _., H14 F M ARA1 gIXE wY CINOL DETENMIx A". AND PEwOM NC CESS•RY MBP. M COST IATA. SND OWE., NCNS SUCQSSGIS. AND A551ONS AdECs TO PAY NO WADING w STNICTMC ALL BE CONSMUCTED AMN Mf DETdRd AMA AND x0 dAIDES ON ALTERAIDNS AErtCTNG TNf HYat•yR .NKRMSIKS O ME DETENTd NCA IRR BE NADC M. ARAOVAL O ME aACCTOR O CITY CLEML uAYM R1BElG AIRS. TIIACTS C A/DOARE rDIAAAFN DEKiOREM wEttw 1M AREAWEPEM SHOAN AS ALL ERCBY DEDICATED :.MIS PL•1 AS PUBLIC RION N+Y.RATA-RETE I/E CEI, WBIEBTO VACATE TIE CT C AND D RI014T-0F�MRY, MSI CWLL9EC09EAPAIROFL0T II AID71IACTD.11 BECOME APARTOF LOT It _ 1.1 RROMAYY IS BCNG IONED RESIDENTAL-ONE (R-,). DBEC1w OpC qgD gels CASE HISTOL) NN - 06-0-1 I5.) ACCORONO TOAnM PANELS P NGLs 194 A 213 a N 675 BED u•P LAUNDERSS9C01 DAD941 A OIDIRLD}ly BOM DATED rr_AA1 s, m1.. ME.0 1 PeaPERry ufs NMN BOM AE A x (dsI•ofo): SURVEYOR'S CERTIFICATE: ]ONE M.... 8 CL -ROWS DE AWANED. I ROBERT 1 NENNESSY, A REO s TERED LAID SURNEYCA IN ME STAR OF COLORADO. DO 1.(RERI SOE a (LNSNACED)- AREAS DETEMNCO TO BC WISI1 ME O. }R ArANAL .+NO IL -111 ACOVAIRNG E SURLAI OT GAA, HOLLOW OSUBNOs06ON SAID A AIDER NY SIIMRNSON AID MI 11.1 CLE MRA I{BERT BIIOIMI AS'TRACT A' CONCAMB A REOUATED 9LOODPV,IN AND 151{PERP CESIFINTEO AS A NOiBULDABIE TRACT THAT $INLL RR 9M8lTANED BY TIE AAIERS. SUBSEQUENT CIN9ERS.IRERB. SUCCESSORS AMASS— A OR/JINCE EASEMENT ODER TIE ENTIRETY Cl' TRACT A IS WREBY G TED TO TIE CITY OE NAIEAT RIDQE LOT DATA TABLE spurt( ---___________-___-------- - -------------------- - _- __________________________ PNREL NW( TER ACRES ROBERT J HCNNESSY, PLS SASH LOT I let RSI 0 Jt} TON AND IM CNRRMF N d BEHALF O ;NIC LOT _. } 11917 01.3 LOT 3 15551 0151 LOT 4 14517 0.133 LOT s 2 3 4 0 4M CLERK AND RECORDER'S RTIFI A RECEPTION .-R LOT IT 1671 0 J.. AC ITWG FOR FANG N MC III a ME BERN NO RECORDER O +EIECRSON CPINTY. AT COLDEN COLORADO LOT I 15750 O.M} ON MIs _---__ DAY O _HT1. AT O'CLOCK. CTYPUlIIK fM AD OGIE LOT e 1n. LOT 9 15500 0.156 .EiFERSON Cd1Nry QCIRx ANp gCp9OCo DATE DS'I510 t. Lor 10 1s.ee D.SsS RE9:E/9m 0e - Y RIA.INr 1A T 11 IM11 See LOT q 19851 4145 �rJI\>u MCT. A _ .59w 1.11} RENSRO'. TR.cT a .194 D I IBE TR.cr. C .e7e D.IOI AND DE LOTS AND TRACTS }9454, 169 J TOTAL SR 13351 a MI r - PAOIi 1 OF 2 FINAL PLAT A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28 TOWNSHIP 3 SOUTH RANGE G9 WEST e-TH P M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO .rrr:. PAGE 2 OF 2 L ,ar. arrrnn. ..1.. l I. snt'£.'7 fne r,- vL sz I 30'5 'E 6.69' I 'r n•.its Oh7`1// 500'30'51-E 696. 9' N0 , 6]0.6' 630 80 II II II 167M E0. R. I r I I I , \ 6r 5 I 'I I ? eJV. s9 1TL07 Inr r 11',11 R. .{ 166629Q. R. ( LOT s .Ie137 W. \ I I I I METM i CU9Yi T661E \ 1 1 ,. ,w �•� � J � -. - J L - v7 2dgN0f-f wM„Rxr6„or To nc — — r TMT _- i. j Sfr 6Cn tlly Slbl6ue06 Rbn CtNIEe uH[ Ur l; r I ' °ox ->r _,os sccrar1 INE �,.\ r � �r>/ � /H£k6/II xlll/.r 11 x1 9oCgi0ft >t06e' +)r.) � 1 'J�°' \ 7 �Jt/►IYMt l4 dcxr '-r. r/ •. I f anD SEC,an mr.wrc urt 11 11 •� ••' \ lOT E I rea>rEao' - �T' 9:• ` _--! _ ---_- I I otu�co nrr[on _mGrrr-a rur l.nr 167619 11. n\ 0. R. ss6o rr o rt. 15, wrmn n. I b, 1 ) V•.>.V�• )o u \s.�v.r r\rv,.r\>,.. o)c o�nr v�,.rrn �-rs •.r•r. ILM �4✓gl i2glag Iw:TE t 9� g7 f pott 0 �TFMTF IERE6r L 167M E0. R. I E•or+cn.rT.,w I I I , METM i 16 [awwn bMiT & / 1TeV� Ai I ¢1 h `� I rMa � � Mwb rrerwwrwan. I I 1 for a 19M2 99. R. I nnr-r x TMCT O r �- ROWbh•brrbA. • �� � O R00'J.'JtYI 696. 't✓ NO(1'S.'I_iV 6 01) rllrv.'rwW ITnrbC Obbwa ol6rT ar.TAW. p,,,,�b„�,a,w K ROW nM 4,rubw M' 1 ) V•.>.V�• )o u \s.�v.r r\rv,.r\>,.. o)c o�nr v�,.rrn �-rs •.r•r. ILM �4✓gl i2glag Iw:TE t 9� g7 f pott 0 �TFMTF r,. City of h6at FI4C le City of Wheat Ride Municipal Building 7500 W. 29"' Ave, Wheat Ridge, CO 80033-8001 P: 303,235.2846 P: 303.235.2857 CERTIFIED LETTER NOTICE: (as required pursuant to Code Section 26-109,D) May 19, 2014 Dear Property Owner. This is to inform you of Case No. WS -14-02 which is a request for approval of 12 -lot major subdivision with right-of-way dedication for property zoned Residential -One (R-1) located at 3301 Quail Street. This request is scheduled for public hearings in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning,Commission June S 20 14 ,? 7:00 p.m. Cill Council June 23 2014 &,_7:00 12.m. As an area resident or interested party, you have the right to attend these Public Hearings and/or submit written comments. Individuals with disabilities are encouraged topal-ticipat in all public meetings sponsored by the City qf Ulheat Ridge. Call heather- Geyer-, I'11blic 117ftrrmation Qfficer at 303-235-2826 at least erre week in advance of `a rrreetitzg if :you are intei-ested in participating and treed inclusion assistance, If you have any questions or desire to review any plans, please contact the Planning Division at 03-235-2846. Thank you. Planning Division, wwwxi.whea t ridge.co.us Vicinity Map Site ROHR SYLVESTER P GIBBARD ARTHUR A SUGAI WILFRED M ROHR MARY L GIBBARD LINDA H MOSBARGER SHERYL A 3298 QUAIL ST 3415 QUAIL ST 11158 W 33RD AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 HART ELIZABETH A JEFFERSON COUNTY SCHOOL ARCHER STEPHEN A 3327 PIERSON ST DIST RI 3260 ROUTT ST WHEAT RIDGE CO 80033 1829 DENVER WEST DR WHEAT RIDGE CO 80033 GOLDEN CO 80401 SCEZNEY JEROME F 3395 QUAIL ST JEPPESEN JOHN C JEPPESEN JULIA A PARISIAN 3274 QUAIL ST WHEAT RIDGE CO 80033 HILL LEILA J HILL MC ARTHUR 0 3345 QUAIL ST BARNHART DANIEL E BARNHART TIFFANY L 3275 QUAIL ST WHEAT RIDGE CO 80033 • FICCO LOUIS J FICCO ANTHONY M 3650 VANCE ST I WHEAT RIDGE CO 80033 SARES MARK A SARES AMY C 3455 QUAIL ST TURNER JERRY B 11256 W 38TH AVE HILLAM MARK E HILLAM MICHELE K 33 10 R,OUTT ST WHEAT RljkQE FREIMUTH BEVERLY J 10135 W 38TH AVE WHEAT RIDGE CO 80033 HAY DAVID J HAY REBECCA A 3280 ROUTT ST WHEAT RIDGE CO 80033 PERRI RALPH J 11 PERRI DEBORAH A 3831 MILLER ST WHEAT RIDGE CO 80033 HOCK LINDA J 3294 QUAIL ST CROWN LAND DEVELOPMENT SCHLEUSNER JOEE ANN % S MCKENDRY MG PARTNER SCHLEUSNER JEFF 6324 QUEENSLAND LN 3254 QUAIL ST MAPLE GROVE MN 55311 WHEATRIDGE CO 80033 JARVIS GREGORY A JARVIS BARBRA RAMSEY 20305 HIGHWAY 30 BUHL ID 83316 GREEN CAROL DRURY 11254 W 38TH AVE PROUTY AARON A ODOM JOHN A JR VANDEUSEN LAURA M ODOM LORRIE F 3273 PIERSON ST 11490 W 38TH AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 8001 PATRICK JEANETTE S 11435 W 32ND AVE WHEAT RIDGE CO 80033 APPLEWOOD BAPTIST CHURCH 11200 W 32ND AVE WHEAT RIDGE CO 80033 N O D p v D A v An G)13-80-ir-q-H gym,D -n v D A x r n TFiOA�� n x0 f = �FFAry<z m= `m y c �^ m T m m D O A T T r r— x c A rrTA-+n r�G�O°� 0 FO �pm°mOO^r�v b; py2p (Z1< 0 Gl O a �' C Z D p Z m m rtri m ap m> a ^ cg Lvi �n 3 A (vn Gai �n (an �°n ^' D A z Z p 2 D O A m Z Z O m 2 _Z D D 3 Z Z s m rD ai Z p D p D D s s A = ; Z D O x ii 0 0 y O O O O O N p C A A Z 2 Z �p p m Z 2 Z Z Z D D m J O o D D c c O m Z r 0 3 0 0 O O D Z o o p'D x ` D D x A < O m D m x O O o O O x m A D D v m c c �Z cj D �i A D c D v z T z z A _ z T n c r m 3< a D c I D .a �� din O D nnn z nnnnn 88 n 88 z9 8 m 888 s $8888 �^OD n D �xn rr D0 _x2m=m rF - O,m0 O F ymi�0 3m O < �n 3 Za mA A MmD;A Sytm n m - r = 7yo A Aee Z A �C ADaTo3Z(n(�� O S x x r 3 �0A D n a 2< N m e Z 3 O m T 2 S 70 00 D m D D m x r 3 3 < 0 ><p r G D D Z O F X R 0 �^ o y 2 O � � 61 v D 3 d D a N VI > b � t0 V W O �o A N N N �O 10 U 1n 11/n!� W O N �O Oo O N N �O �O VAi A N V A to N to A O O � 1Ai� r O A O T t�i� VWi b tN0 1N0 Ian � O N tN0 b b tN0 V O�D tNi� Oho m N i ii i Fi Ff f f f v, � Z m g v MN Z== p W c o o< Z m m Z Z D Z w N Z=< x v mm w w bo" C o v mm g g Z D D p pDp m D w p p C C D D 3 A A A pw 0 0 0 0 0 7o O O O Doi,. p p Z m m m D D mZ m m m W c y u O r < < Z n m O D < — A A r r m r D D — — x r r r Fm r Z Z < Z x x < G — < < < Lvi C r r r < rz m .mv i z Imo Imo N S A> M 7m0 Imo A T .'Om p p :E :E :"Ez o !Mq 00 m m m m m m m m m m m m m C O x x x x x x O O x x c O x x O O x x D x x x 2 x x x x x x x x x s 0 0 0 x s x 0 0 0 0 0 6��5"SS�oo���6��06��'��"D'��"S'���"�����o66�"S�a oo�2"�x"x�"D` Z i i A_ 70 i i i i Z Z i i Z -Ii Z Z i i -i i i i i i -1 i i i a -i -1 -1 2 2 2 i i i 2 Z mm Z 2 2 A_ A A gPi�igi��u�i��gi�vgigi L. FEES m m m m m m 'T mm m m m m m m m m m m m m m m m m m m m m m m m m -n nnnnn OIO 0 0 0 n 0 0 n x 0 n 0 n o 0 n O n n O O n n n n O O O O n Z O n n n n n O O 0 s 00000 n n n n n n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 0 0 8 8 0 0 8 0 0 y 5690 Webster Street $3CmHN& Arvada, Colorado 80002 ENGINEERING A(800)547-JeHN, (303)423-6036 (303)467-9438fax May 13, 20114 Meredith Reckert, AICP City of Wheat Ridge 7500 W. 29`h Ave Wheat Ridge, Colorado 80002 RE: Quail Hollow Subdivision, 3300 Quail Street recei 5ts—+4- This letter is in regard to an application filed for approval of a Subdivision plat for property zoned Residential -One (R-1) located at approximately 3300 Quail Street. The application has been reviewed and the following are comments regarding the first submittal. This letter responds to the comments. SHEET ONE 1. In the title block, add "Subdivision" to read Quail Hollow Subdivision. • Jehn Engineering response comment: The title block has been changed. 2. In the title block, in the fifth line, move the word "page" to the next line. • Jehn Engineering response comment: The title block has been changed. 3. In the Owner's signature block, refer to the subdivision as Quail Hollow Subdivision. • Jehn Engineering response comment: The Owner's Signature Block has been revised. 4. Add the name and address of who will be signing the document. • Jehn Engineering response comment: The name and address have been added. 5. In the "Notes" section, designate the property as being zoned Residential -One (R-1). • Jehn Engineering response comment: A note has been added. 6. In the "Notes" section, explain the purpose of Tracts A and B and how these tracts will be maintained. • Jehn Engineering response comment: A note has been added for Tracts A IJOE JEHN. CA-PEN414871C0-PE/1575610H-PEN43204 IX-PEM11D586 WY-PEN2754 DAVID BORCHERDING. CO-PES"228 GA4PE033975,LA-PEN36448,MIT•PE020390 NC PE8034036iND4PE75181SC�PEN27224 SO PEN110751TX-PEN110701 IM PFN39443 BRET EGAN, CO-PF834724, MARK BISHOP. CO-PEN26988, 808 HENNESSY CO -PI S034580 Str et �eHN 9 5690da. Color do 80 1 Arvada, Col ado 80002 EN61NEE11NLJ= I ,90)517&'N'13M)4236036 3C3A67-9/d U and B 7. In the "Notes" section, indicate the floodplain status of the property. • Jehn Engineering response comment: The floodplain designations have been shown. 8. In the Lot Data Table, remove "JE" prior to each lot entry. • Jehn Engineering response comment: Je Removed. 9. In the Case History Box, add the following case numbers: MS -06-071 WS -07-01, WS -14-02 (this application). • Jehn Engineering response comment: Case Numbers have been added. 10. In the vicinity map, show Quail Street extending over from the east to run along the south side of the property. • Jehn Engineering response comment: 33`d Ave has been added to the vicinity map. 11. In the Surveyor's Certificate replace "Leyden East Subdivision" with this document name. • Jehn Engineering response comment: Replaced. SHEET TWO 1. The scale for the graphic is incorrect. Instead of being 1:40' scale, it is 1:30' scale. • Jehn Engineering response comment: The scale has been revised. 2. Pursuant to the zoning and development code, lots on cul-de-sac bulbs must have a minimum lot width of 30'. Lots 5 and 12 do not appear to meet this standard. • Jehn Engineering response comment: Lot lines have been changed to ensure 30 feet of frontage. 3. Rename Road 'A" as Quail Court. • Jehn Engineering response comment: Road has been renamed. 4. Rename Road 'B' as West 33rd Avenue. • Jehn Engineering response comment: Road has been renamed. 5. Expand the graphic to include the connection to Quail Street. Add the reception number. • Jehn Engineering response comment: 33rd Ave. has been added and a label 0) Street 5690,eo, aArvada, Cobrdo80002 8001547 JOHN,(303)423WWEN6INEEAfN4A (3031467-9438fax has been added with the reception number. 6. All streets should be "hereby dedicated". • Jehn Engineering response comment: Hereby dedicated has been added to the streets. 7. On the south side of the Lena Gulch tract, clarify what the pattern stands for. • Jehn Engineering response comment: A note has been added to clarify what the hatching represents. 8. Show the location of the Lena Gulch 100 -year floodplain. • Jehn Engineering response comment: The floodplain limit has been added. 9. On Lot 5, extend the easement line to the street. • Jehn Engineering response comment: The easement line has been extended 10. Revise the cul-de-sac bulb design for West 33rd Avenue to the City's standard design. • Jehn Engineering response comment: The west end of 33rd Ave. has been modified to add tract C and geometry changed. 11. Show property lines as solid lines. • Jehn Engineering response comment: Property lines are now solid. OTHER ITEMS For publication purposes, please email a boundary legal description in Word format to mreckert(@Ci.wheatridge.co.us. • Jehn Engineering response comment: The legal description was e-mailed to Meredith on Tuesday, May 13, 2014. 2. The City will need a deed from Dr. Hill for the 33'd Avenue extension to Quail Street meeting the City's standards for monumentation with both a legal description and graphic for dedication to the City. • Jehn Engineering response comment: A deed has been provided. 5. Prior to recordation of the mylar, staff will want to review the Homeowner's Association Covenants for maintenance of the common elements. • Jehn Engineering response comment: So noted 4. Prior to the recordation of the mylar, staff will want to add street addresses. • Jehn Engineering response comment: So noted 3 "JO H N iq Ist5680ArvadaCW.S,-oeet obrad80002 ENGINEEAIN�JE (e00�7J&HN'(303}723£036 I303M67-91W8 Attached are referrals received from other city departments and outside agencies regarding the plat document. Consolidated Mutual Water District: See attached letter form Andy Rogers dated April 17, 2014. Northwest Lakewood Sanitation District: See attached email from Bill Willis dated April 18, 2014. Wheat Ridge Parks and Recreation Department: See attached email from Joyce Manwaring dated April 17, 2014. Wheat Ridge Police Department: See email from Kevin Armstrong dated April 23, 2014. Wheat Ridge Public Works: See attached correspondence from Dave Brossman dated April 30, 2014. Xcel Energy: See attached letter from Donna George dated April 24, 2014. Additional referral comments may be forthcoming and will be forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Meredith Reckert 303-235-2848 Public Works Dave Brossman 303-235-2864 Traffic Engineering Mark Westberg 303-235-2863 Once the changes have been made, please submit two copies of the subdivision plat, and one copy of the technical documents with electronic copies. This case has been scheduled for Planning Commission public hearing on June 5, 2014. In order to prepare for the Planning Commission's June 5th meeting, resubmittal documents must be brought in by May 15 and in approvable condition by May 27th. Please let me know at your earliest convenience whether this time frame is within reason. 4 " 36HNs ibLihc'G �r.J! I David F. Brossman, P.L.S., Development Review Engineer/ City Surveyor First Review Comments of the Final Plat for Case #WS -14-02, Quail Hollow Subdivision, located at 3301 Quail Street. LAND SURVEYING Final Plat: General Comments: I. The MapCheck printout provided contains all of the Lots and tracts but did not include the closure for the entire subdivision boundary, which is also required. Please include the subdivision boundary closure with the next submittal. • Jehn Engineering response comment: Closure for the boundary has been included. 2. For all sheets: a. Please revise the subtitle to read, "A SUBDIVISION LOCATED IN THE SOUTHWEST...." • Jehn Engineering response comment: The subtitle has been revised. b. Move the word "PAGE" from the current location in the subtitle to the bottom line (refer to redlined plat). • Jehn Engineering response comment: "PAGE" has been moved. Sheet 1: 1. Remove all of the "JE_" prefixes from the Lot Data Table. • Jehn Engineering response comment: JE has been removed 2. Please add the following three notes: a. 10.) THIS PLAT IS ON THE CITY OF WHEAT RIDGE CURRENT CITY DATUM", DEFINED AS FOLLOWS: A. A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE 5 WMeHN 9 ( Arvada, Webster , ENtINEERIN6� 800)517 -JOHN, 30342360W (303)467-9e3Ww - COORDINATES: PHAC 1: NORTHING: 1701258.75, EASTING:3118217.58, ELEVATION: 5471.62. • Jehn Engineering response comment: b. 11.) THE AREA HEREIN SHOWN AS TRACT A..... (include a purpose and state who will be responsible for the maintenance of Tract A). • Jehn Engineering response comment: c. 12.) THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "TRACT B" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT B IS HEREBY GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE, SO THAT IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED WITHIN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. at Jehn Engineering response comment: d. 13.) THE AREA HEREIN SHOWN AS TRACT C IS HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. • Jehn Engineering response comment: The notes have been added. 3. Change the name of the subdivision from "leydon East Subdivision" to Quail Hollow" in the Surveyor's Certification block. • Jehn Engineering response comment: The subdivision name has been changed. 4. Add the Case Number to the Case History Box: WS -14-02. • Jehn Engineering response comment: The case number has been added. 6 MHN 7 Sheet 2: 1. All proposed easements shall be shown as "HEREBY CREATED BY THIS PLAT." There are numerous instances where this needs correcting, please refer to the redlined plat. • Jehn Engineering response comment: The note has been added to the easements. 2. Rename Roads A & B as follows: a. Road "A" rename to "Quail Court". b. Road "B" rename to "West 33`d Avenue". • Jehn Engineering response comment: Roads have been renamed. 3. The CL -CL Right -of -Way monument on the east end of W. 33`d Avenue must be set at centerline -centerline intersection of the W. 33`d Avenue ROW and the Quail Street ROW (see redlined plat). • Jehn Engineering response comment: So shown. 4. The same goes for the CL -CL Right -of -Way monument on the west end of W. 33`d Avenue, which needs to be positioned at the intersection of the W. 33`d Avenue ROW centerline (disregarding the ROW "eyebrow" of the cul-de-sac) and the westerly subdivision boundary. • Jehn Engineering response comment: The redline appears to be incorrect. The monument marker is now shown at the west property line and the CL of 33`d Ave. 5. Include the four City CL -CL Right -of -Way Monument Reference Numbers as indicated on the redlined plat. • Jehn Engineering response comment: The monument numbers have been added. 6. Please bold the text for both the True Point of Beginning and the Point of Commencement. • Jehn Engineering response comment: The text has been boldened. 7. There are a handful of easements currently shown as "UTILITY EASEMENT" that need to be renamed to "DRAINAGE & UTILITY EASEMENT". Please refer to the redlined plat as needed. • Jehn Engineering response comment: Said easements have been renamed. 8. Please show the Quail Court ROW width as being 53.00 feet. ]eHN Iy� N �:,e. 5,. Arvaca. C: of ado dUG01 INC IN( ERAG A • Jehn Engineering response comment: ROW width has been revised. 9. The detention easement shown on the southerly portion of the plat extends into the property to the south. This language will need to be revised so only the specified portion affecting the subject property is vacated. Please revise this language to read: "THE PORTION OF DETENTION EASEMENT REC. #2006142621 LYING WITHIN THE BOUNDS OF THE QUAIL HOLLOW SUBDIVISION IS HEREBY VACATED BY THIS PLAT." • Jehn Engineering response comment: Note has been added. 10. Also add a very light hatch pattern or shading to the portion of the Detention Easement to be vacated by this plat. There are quite a few lines in this vicinity and the shading/hatching will help identify the area. • Jehn Engineering response comment: A hatch pattern has been added. 11. The W. 33`d Avenue Right -of -Way on the west end will need to be modified to a standard cul-de-sac bulb that is "squared off' on the southwest corner in anticipation of W. 33`d Avenue being extended to Routt Street to the west. • Jehn Engineering response comment: The ROW has been modified. 12. The northerly portion of the W. 33 d Ave. ROW on the west end needs to be platted as Tract C. a Note placed on Sheet 1 regarding its purpose: "THE AREA HEREIN SHOWN AS "TRACT C" IS HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY." • Jehn Engineering response comment: Tract C has been created. The note has been place on sheet 1. 13. Include the purposes of both Tracts A & B on this sheet as well. • Jehn Engineering response comment: Notes have been added for Tracts A & B. 14. Please revise the scale bar; this plat is drawn at 30 -Scale as opposed to the 40 -Scale indicated by the scale bar. • Jehn Engineering response comment: The bar scale has been corrected. 15. Rename the "Block Monuments" to "Ci, -Ci, ROW MONUMENTS" in the Legend. • Jehn Engineering response comment: CL - 8 47eHN ( =.01W7010rdo 80 Arvada, Co4orado 80002 EN61NfEtIN6� (600)547-�eHN.(303)42360 (3031467-84361az CL has been added. OTHER REQUIREMENTS PERTAINING TO THE PROJECT I. 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 Meredith Reckert, Senior Planner at 303.235.2848 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. • Jehn Engineering response comment: So noted 2. Public Improvements Cost Estimate & Guarantee Prior to the issuance of any Building or Right -of -Way Construction Permits, or commencement of any construction activities, an itemized engineer's cost estimate shall be submitted for review and approval. Upon acceptance of this 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 ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. • Jehn Engineering response comment: So noted 3. Street Lighting Plan Required: A Street Lighting Plan showing a photometric analysis, adequate spacing, and including all associated details will need to be submitted for review and approval prior to issuance of any Right -of -Way or Building Permits. Please refer to the attached City -standard LED street light detail. • Jehn Engineering response comment: So noted 4. Stormwater Management Plan: This site is greater than one acre in size. As the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Building or Grading Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further E er �eHN ,690da,a OtOlad, 0 �ryaaa, cobraAo e000z ENGINEERING J_ ro�7 43, ., aa3wz3 +s 3:{r7.9a3t"a� information. • Jehn Engineering response comment: So noted 5. Right -of -Way Construction Permits)/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. • Jehn Engineering response comment: So noted 6. 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 2"d 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 2"d Letter of Credit shall be surrendered by the City of Wheat Ridge • Jehn Engineering response comment: So noted 7. Public Improvement Restoration/Debris Tracking It will be the responsibility of the contractor for the project to repair any damage to the existingpublic improvements along Quail Street, W. 32nd Avenue, and/or W. 33` 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. • Jehn Engineering response comment: So noted 8. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Mark F. Bishop, P.E., shall provide to the City of Wheat Ridge a written, 10 5690 Webster Street 36 H N o1(303)467443KaAnetle. Colorado 60002 ENGINEEIIN6� (306)5+7. ao3az 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 Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format. and one (l ) file in PDF format. • Jehn Engineering response comment: Please see attached 9. Stormwater Maintenance Agreement and O & M Plan Required All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. The O & M and SMA shall be required prior to issuance of the first Certificate of Occupancy. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. • Jehn Engineering response comment: So noted 10. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.wheatrid eg co.us Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older) DWG file of the Final Plat with the next submittal. The electronic files may be delivered either on CD-ROM with the hardcopy submittal or sent by e-mail to me at: 11 dbrossmanCcDci.wheatridge.co.us . City of Wheat Ridge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. April 30, 2014 Mr. Robert J. Hennessy, P.L.S. Jehn Engineering 5690 Webster Street Arvada, CO 80002 303.423.6036 Wheat Ridge. CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: First Review Comments of the Final Plat for Case #WS -14-02, Quail Hollow Subdivision, located at 3301 Quail Street. Dear Mr. Hennessy, In an effort to keep the platting process moving forward, the 1" review of the Final Plat received on April 16, 2014 was completed first and those comments are included below. The remaining comments for the first submittal pertaining to the Final Drainage Report/Plan and Final Construction Plans will be forthcoming under separate cover and be directed to Mr. Mark F. Bishop, P.E. I have the following comments for the Final Plat: LAND SURVEYING Final Plat: General Comments: 1. The MapCheck printout provided contains all of the Lots and tracts but did not include the closure for the entire subdivision boundary, which is also required. Please include the subdivision boundary closure with the next submittal. 2. For all sheets: a. Please revise the subtitle to read, "A SUBDIVISION LOCATED IN THE SOUTHWEST...." b. Move the word "PAGE" from the current location in the subtitle to the bottom line (refer to redlined plat). Sheet 1: 1. Remove all of the "JE_" prefixes from the Lot Data Table. 2. Please add the following three notes: a. 10.) THIS PLAT 1S ON THE CITY OF WHEAT RIDGE "CURRENT CITY DATUM", DEFINED AS FOLLOWS: A. A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NA VD88). C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC I (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1701258.75, EASTING: 31 18217.58, ELEVATION: 5471.62. b. 11.) THE AREA HEREIN SHOWN AS TRACT A..... (include a purpose and state who will be responsible for the maintenance of Tract A). www-ci.wheatridge.co.us Public Works Engineering April 30, 2014 Page 2 C. 12.) THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "TRACT B" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. A DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT B IS HEREBY GRANTED BY THIS PLAT TO THE CITY OF WHEAT RIDGE, SO THAT IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH DETENTION AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED WITHIN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. d. 13.) THE AREA HEREIN SHOWN AS TRACT C IS HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY. 3. Change the name of the subdivision from "leydon East Subdivision" to Quail Hollow" in the Surveyor's Certification block. 4. Add the Case Number to the Case History Box: WS -14-02. Sheet 2: I. All proposed easements shall be shown as "HEREBY CREATED BY THIS PLAT." There are numerous instances where this needs correcting, please refer to the redlined plat. 2. Rename Roads A & B as follows: a. Road "A" rename to "Quail Court". b. Road "B" rename to "West 33`d Avenue". 3. The CL -CL Right -of -Way monument on the east end of W. 33`d Avenue must be set at centerline - centerline intersection of the W. 33`d Avenue ROW and the Quail Street ROW (see redlined plat). 4. The same goes for the CL -CL Right -of -Way monument on the west end of W. 33'd Avenue, which needs to be positioned at the intersection of the W. 33`d Avenue ROW centerline (disregarding the ROW "eyebrow" of the cul-de-sac) and the westerly subdivision boundary. 5. Include the four City CL -CL Right -of -Way Monument Reference Numbers as indicated on the redlined plat. 6. Please bold the text for both the True Point of Beginning and the Point of Commencement. 7. There are a handful of easements currently shown as "UTILITY EASEMENT" that need to be renamed to "DRAINAGE & UTILITY EASEMENT". Please refer to the redlined plat as needed. 8. Please show the Quail Court ROW width as being 53.00 feet. 9. The detention easement shown on the southerly portion of the plat extends into the property to the south. This language will need to be revised so only the specified portion affecting the subject property is vacated. Please revise this language to read: "THE PORTION OF DETENTION EASEMENT REC. #2006142621 LYING WITHIN THE BOUNDS OF THE QUAIL HOLLOW SUBDIVISION 1S HEREBY VACATED BY THIS PLAT." 10. Also add a very light hatch pattern or shading to the portion of the Detention Easement to be vacated by this plat. There are quite a few lines in this vicinity and the shading/hatching will help identify the area. H. The W. 33`d Avenue Right -of -Way on the west end will need to be modified to a standard cul-de- sac bulb that is "squared off' on the southwest corner in anticipation of W. 33`d Avenue being extended to Routt Street to the west. www.ci.wheatridge.co.us Quail Hollow -PLAT ONLY_review1.Itr.docx Public Works Engineering April 30, 2014 Page 3 12. The northerly portion of the W. 33rd Ave. ROW on the west end needs to be platted as Tract C. a Note placed on Sheet I regarding its purpose: "THE AREA HEREIN SHOWN AS "TRACT C" 1S HEREBY DEDICATED BY THIS PLAT AS PUBLIC RIGHT-OF-WAY." 13. Include the purposes of both Tracts A & B on this sheet as well. 14. Please revise the scale bar; this plat is drawn at 30 -Scale as opposed to the 40 -Scale indicated by the scale bar. 15. Rename the "Block Monuments" to "CL -CL ROW MONUMENTS" in the Legend. OTHER REQUIREMENTS PERTAINING TO THE PROJECT 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 Meredith Reckert, Senior Planner at 303.235.2848 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 below). S1As are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. Public Improvements Cost Estimate & Guarantee Prior to the issuance of any Building or Right -of -Way Construction Permits, or commencement of any construction activities, an itemized engineer's cost estimate shall be submitted for review and approval. Upon acceptance of this 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 ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 3. Street Lighting Plan Required: A Street Lighting Plan showing a photometric analysis, adequate spacing, and including all associated details will need to be submitted for review and approval Prior to issuance of any Right of Way or Building Permits. Please refer to the attached City -standard LED street light detail. 4. Stormwater Management Plan: This site is greater than one acre in size. As the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Building or Grading Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. 5. Right -of -Way Construction Permit(s)/Licensing a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for www.d.wheatridge.co.us Quail Hollow—PLAT ONLY_reviewVlludocx Public Works Engineering April 30, 2014 Page 4 processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 6. 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 2"d 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 2"d Letter of Credit shall be surrendered by the City of Wheat Ridge 7. 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 Quail Street, W. 32 Avenue, and/or W. 33`d 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. 8. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Mark F. Bishop, P.E., 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 Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. 9. Stormwater Maintenance Agreement and O & M Plan Required All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O www.ci.whestridge.co.us Quail Hollow—PLAT ONLY—reliew I -Itr.docx Public Works Engineering April 30, 2014 Page 5 & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. The O & M and SMA shall be required prior to issuance of the first Certificate of Occupancy. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. 10. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.whestridLye.co.us Please include 1 hardcopy, one PDF, and one AutoCAD (2010 or older) DWG file of the Final Plat with the next submittal. The electronic files may be delivered either on CD-ROM with the hardcopy submittal or sent by e-mail to me at: dbrossman ci.wheatrldgye.co.us . • Please be advised that submittals will not be considered as being under review until such time as all required items have been received by the City If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor CC: Steve Nguyen, Engineering Manager Meredith Reckert, Senior Planner Bill LaRo%v. Stormwater Program Manager File N -w . c i. w h ea t r i d g e. co. u s Quail Hollow_ PLATONLY_reviewI- Itr.doca r0 wennE FINAL PLAT A r T T.,° i A LLOCATED IPOOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGEs FNa OF 2 I EDTroN L1rE •a"• mKLMUMIL nE. (—BI M. Sim M l3flU(3) a NM FTOrfRT cortArRA: '.m} .GFz w+E a ft]s RSK pdPlNro a rarpR Or }. •RSSEoa eEmr :o1FRIBMeHl awn a xrrtmd. sAR a mDLM •ro Ew NIM] er]vlRm As rRIDf1 A WIOA a IAw II.c • Pemw a ANLLEpop ewm ofFOI Rmwd. InrSnD N M wRINEi, PYRRR a Y[rd M rONHs ! SOIIIN, 0.rIl4C E Kar a M FR RNirorM IIDROIw. — a altAr fmp. LTArm' a ITIMIT PI YAR a caaNOo RN SHO IDE WRnugR. RSaeo As mIDN ENS v EASm Er}wns rr[ � w rN mpN INE a M xHIfNlY ¢ILFrEv a zro sfcrrPl A TSfO IHBm[n ro eLN SDunI ern3r w]r. 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AdfAEEWEENERfNT OVER TIE ENTWTY OF TINCT SIS 1CMRY ORMTEDV M3 PLATTD MCIlYa1NEATRIDGE.60TMTMTIE MMT MT SUCHCON E"Ola1 T THAT WAFTENANCE IS NOT PEW MIED BY SASD OiN ER, THE CITY OF NfEAT RDOE SMALL IIAVC M R10Nf TO [NIER SUCK pETF}ITIOr1 AREA Alp RNFOMI N Y WDRC TEE COST a SAID ONfERIEIRt. iL1CCFSSORS. AIp NSIONS AGREES tO MY. NO RIIp/p CIE ST1ElCIIAE WLL SE CON{TIg1C1ED WTNN TIIE EETENTON AREA AIp NO CrMNGE30R MMTI" AFFECTED THE M'dMLIIC oN CTERSTICS W TIE DETEMrp1 MEA NEL a ALAOE NITNi L,, TE APRfOVK a TIE dRECTpt a PUSK W ND cL�RVEYOR'S CERTIFICATE: )Tl AREA MIEN YIOVEIN•TMCTCIb NERE1n DEOGTED SY INS RAIN RIHlC RIONT-0FAWY ROSRI 3. N[NNESSY LOT DATA TABL% A IT——I.Nn NN'rd w M S,AR a CndADp. CO .t.Le. ¢RaY MAT M YNTL. D" s RADE CIDER u. wrtaNroP� AN, PARCCL NANf SOuwC r!R ACwz ] SOW O3] I_ 0.5•e l•M] C]N ]MSI O SR I )3•e a �•Ln D.]Se +elf] 0330 u(e Dae feailu 0.See Ipl 1V.X1 oxer >ee3 Doef ]If _ »•ff9 a ]m 'MIM — 3.3133 Tee] ACCOVPMNw RAr AC SAO s,RA]N9d - •.. IIdLP•V A- AN 1 NF}NESr, P.LS 1.330 w ANT d etNAlr a xlN tw.x}ITNc, Iw N RAD EE�i DA,L eMa 11 ,� OEIHN• h FRK AND RECORDER'S RTFl A !r E'RA'mI _.. - REaPTaN RIILEOt ---- A[®rlw rpt RRIC N nE aria m M TER. ANO AT— a tdLR3aR CO ". AT amp[R CndADO IN rN3 ---- Ti- a --- 01. Al xTrtR3ON C TY TOR Arm AECOROCO PLEASE E1CLIl0E ROdE S]ION1r0 TIE GTE a PREiNWAnON ARO TfIE pATE151 OF RENBIOR T� FINAL PLAT K G,-C,-C,ICT AT,OWll n AW& 7ZLOCATED I] "4 OUT14WEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WE 6T ET (OVER IE CITY OF WHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO PA0O 2 OF ----'- � ni• «+✓.. AOn °n S J'.. � ' '•". [.ICH »a S ),.• :r ar . . w Hao :!x 4O. rr�.. cT; »a . •:-u n:,m »vo: s ,>,,. :c � Roww,. FF3w / (AM SW'JI'.597 /301 a rrm w»x „)m r,n 7 59 .69' r xc (e• rtes• N0030'57 W — rt r— —.----I __ — V�ILMAD' -� �� �= �� nar•�.iai� I I A I S I I' I I I I I attrr .:�r Iii aA»W:CASrur". 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I 11 n \ mea 6a R. 1 1 a1EET T FOR AOOITIOIML 9E0) 96 I / Cm ie. ,»», � 1 111 TNS Mi S \ x< r)W4a7St• r- __::H]a']t-I xc 5wn)o. vv'v..-nm au ,w»:.,1.rv+• ms �.c .°.., r° a, a«rsr.- • IOV»C RQNF Y iW'.DI 0 cowmwc r CUK TAKE PAr:Y.34Pr �O fn 0hn TCM MTRRN f1R i All ` FORMARG OETEFASEaINT �s`�^ -]1foR LEGEND 06EVACATEGTEO.AND WE TNS PATTERN N lla)O 5[, 154.- AT— T— A»o rnla» O PULmc rAP PLs 3.5nn A A. '^oiP art !,^»auras , AM CP.S. ]!-It-,p] 9i1b SUBSrmd IIdF I f S4 1 C— axneco Eau u cuaESA3I TIMTLwrIT CM fA3F.r VACATED WEN W.1R! AGATE T:NCtS la COf CTE00NT MN TuiEA UOIRrMTOIPArmw.ORaIMONOTo im u�E "— —____ -._ ' TIE 1RACT C MEA [/SF.lR, lFlr C[NIER VNC I RR. •..,. WF»N I sEaau LRT I —ROW IaM-OF=ar �w[ — PAr:Y.34Pr City of Wheat Ridge Municipal Building 7500 W, 291h Ave, Wheat Ridge, CO 80033-8001 P: 303Z5.2846 F: 303,235.2857 UMEMOM Mark Bishop, PE JeHN Engineering 5690 Webster Street Arvada, CO 80002 WEEMEEM This letter is in regard to an application filed for approval of a Subdivision plat for property zoned Residential -One (R-1) located at approximately 3300 Quail Street. The application has been reviewed and the following are comments regarding the first submittal. SHEET ONE 1. In the title block, add "Subdivision" to read Quail Hollow Subdivision. 2. In the title block, in the fifth line, move the word "page" to the next line. 3. In the Owner's signature block, refer to the subdivision as Quail Hollow Subdivision. 4. Add the name and address of who will be signing the document. 5. In the "Notes" section, designate the property as being zoned Residential -One (R-1). 6. In the "Notes" section, explain the purpose of Tracts A and B and how these tracts will be maintained. 7. In the "Notes" section, indicate the floodplain status of the property. S. In the Lot Data Table, remove "JE" prior to each lot entry. 9. In the Case History Box, add the following case numbers- MS-06-07,WS-07-01,WS-14-02(this application). 10. In the vicinity map, show Quail Street extending over from the east to run along the south side of the property. 11. In the Surveyor's Certificate replace "Leyden East Subdivision" with this document name, SHEET TWO I. The scale for the graphic is incorrect. Instead of being 1:40' scale, it is 1:30' scale. 2. Pursuant to the zoning and development code, lots on cul-de-sac bulbs must have a minimum lot width of 30'. Lots 5 and 12 do not appear to meet this standard, 3. Rename Road 'A" as Quail Court. 4, Rename Road 'B' as West 33d Avenue. 5. Expand the graphic to include the comiection to Quail Street. Add the reception number. 6. All streets should be "hereby dedicated". 7. On the south side of the Lena Gulch tract, clarify what the pattern stands for. S. Show the location of the Lena Gulch 100 -year floodplain. 9. On Lot 5, extend the easement line to the street. 10. Revise the cul-de-sac bulb design for West 33d Avenue to the City's standard design. 11. Show property lines as solid lines. OTHER ITEMS I For publication purposes, please email a boundary legal description in Word format to 1 The City will need a deed from Dr. Hill for the 33d Avenue extension to Quail Street meeting the City's standards for monumentation with both a legal description and graphic for dedication to the City. 3. Prior to recordation of the mylar, staff will want to review the Homeowner's Association Covenants for maintenance of the common elements. 4. Prior to the recordation of the mylar, staff will want to add street addresses. Attached are referrals received from other city departments and outside agencies regarding the plat document. Consolidated Alutual Water Diorict: See attached letter form Andy Rogers dated April 17, 201 1 Nort1twest Lakewood Sanitation District: See attached email from Bill Willis dated April 18, 2014. Wheat Ridge Parks and Recreation Department. See attached email from Joyce Manwaring dated April 17, 2014 97teat Ridge Police Department.- See email from Kevin Armstrong dated April 23, 2014. Wheat Ridge Public Works. See attached correspondence from have Brossman dated April 301, 20114, "cel Energy: See attached letter from Donna George dated April 24, 2014, Additional referral comments may be forthcoming and will be forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Meredith Reckert 303-235-2848 Public Works Dave Brossman 303-235-2864 Traffic Engineering Mark Westberg 303-235-2863 Once the changes have been made, please subinit two copies of the subdivision plat, and one copy of the technical documents with electronic copies, This case has been scheduled for Planning Commission public hearing on June 5, 2014. In order to prepare for the Planning Commission's June 5'11 meeting, resubmittal documents must be brought in by May 15 and in a4,ilLovable condition h;A 66wt me know at your ca est convenience whether this time frarne is within reason. =VpWi If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner 1®,11_tl DEDICATION FOR FUTURE 32ND AVENUE RIGHT OF WAY N00' 17'37 F 25.00' I � I40' I` I I ' 5' MIN 2'S 11' 11 6 SIDEWALK LANE LANE PKG LAN E Cn/J/lIVV TO BE REMO VED, TYP. ROW i ->; 2'I<- All proposed sidewalks must lie within the public Right -of -Way, and 2 feet provided behind the SW for signage & utilities. ONING 2.5' 5' LANDSCAPE \ BUFFER ROAD SECTION A -A 2—LANE LOCAL STREET MODIFIED CROSS—SECTION PL 53' A-1' ROW ---�� 2.5' ' 11' I 11' r 5' MIN 6� 6 r2.5 SIDEWALK PKG -4 .z PKG LANE I LANE LANE LANE ROAD SECTION B -B E LOCAL STREET MODIFIED CROSS—SECTION The typical road sections will need to be modified as shown. 5' MIN ,SIDEWALK EXIS CCCONSOLIDATED mutual water April 17, 2014 City of Wheat Ridge Community Development Ms. Meredith Reckert 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: Case Number WS -14-02 — Lyons for Quail Hollow — W. 33rd Ave & Quail St. Dear Ms. Reckert: This will acknowledge receipt of your correspondence dated April 16, 2014, regarding the above referenced property. Please be advised that the above referenced property is in an area served by the Consolidated Mutual Water Company. Domestic water service may be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. The Company's rules, regulations and requirements further require that each separate structure be served by a separate tap and meter, and in order to receive domestic water service, the property must also front a Company main. A separate meeting must be scheduled directly with the Company's Engineering Section at (303) 238-0451 for an in depth review of the proposed project specific to domestic water and fire protection service requirements. Fire protection requirements should be obtained from Wheat Ridge Fire Protection District and those requirements forwarded to this office by the Fire District at the earliest possible time. We can then determine if additional system improvements would be required to meet the demands set forth by the Fire District. THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue - PO. Box 150068 - Lakewood, Colorado 80215 Telephone (303)238-0451 - Fax (303)237-5560 City of Wheat Ridge Community Development Ms. Meredith Reckert April 17, 2014 Page 2 If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, Andy ogers Project Engineer cc: Kelly Brooks, Fire Marshall, Wheat Ridge Fire District Michael Queen, CMWCo President Zach Queen, CMWCo Superintendent of Distribution Kim Medina, CMWCo Tap Administrator MARTIN/MARTIN .000010 0011" CONsU111N6 INGIN(Iks i April 18, 2014 Meredith Reckert City of Wheat Ridge Community Development 7500 West 291h Avenue Wheat Ridge CO 80033 Email: mreckert@ci,wheatridge.co.us Re: NWLSD — Lyons at Quail Hollow Martin/Martin, Inc Project No.: 15700.C.01 Dear Ms. Reckert, On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated April 16, 2014 concerning a request for the ability to serve a new service at the above mentioned property. The subject lot at the address referenced above is entirely within the boundary and service area of the NWLSD. Treatment of sewage generated within the NWLSD is provided by the Metro Wastewater Reclamation District (Metro). Comments below address revisions according to the rules and regulations of NWLSD. • A preliminary meeting took place on April 71h, 2014 between Martin/Martin, Inc.,lehn Engineering and the owner, Bill Lyons, of the above mentioned property. Items discussed at the meeting included 20' sanitary sewer easements, proposed sanitary sewer capacity and a preliminary agreement between the owner and Martin/Martin, Inc. to design the proposed sanitary sewer extension in accordance with the District standards. • On April 151h, 2014 Martin/Martin, Inc. sent an application agreement for the sanitary sewer extension to lehn Engineering for review and execution. • A proposed sanitary sewer flow projection from the developed property is to be submitted to NWLSD for review. • Associated fees and costs for the project are the responsibility of the developer/owner at the then prevailing cost(s). Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, 4��7' e.—)ff �— Bill Willis, PE Cc: Peter Italiano—SDMSI, Inc. Tim Flynn — Collins, Cockrel, Cole MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Meredith Reckert From: Joyce Manwaring Sent: Thursday, April 17, 2014 1:04 PM To: Meredith Reckert Subject: RE: land use case Recommend fee in lieu of land. No service issues. Joyce Manwaring Director Parks and Recreation 4005 Kipling St. Wheat Ridge, Colorado 80033 Office Phone: 303-231-1308 Fax: 303-420-0316 www.ci.wheatridge.co.us City of' W heat �dge !'ARKS AND REcREATION CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Meredith Reckert Sent: Wednesday, April 16, 2014 1:52 PM To: Joyce Manwaring Subject: land use case Dear Joyce, The Wheat Ridge Community Development Department has received a request for approval of a 12 -lot major subdivision at 3301 Quail Street (Case No. WS -14-01). Please download the application documents from the City drive: Folder: V:\Community Development\ Land Use Case Referral File name: Lyons for Quail Hollow Comments are due by April 30, 2014; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Meredith Reckert, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-234-2857 www.ci.wheatridge.co.us :" City of W heat �clge C oh1mvNITY DUVI Meredith Reckert From: Kevin Armstrong Sent: Tuesday, April 22, 2014 3:26 PM To: Meredith Reckert Subject: RE: land use case Meredith, The police department has no issues with this plan. Thanks, Sergeant Kcvin Armstrong Crime Prcvention Team Wheat Ridge Police Department 7500 W. 29th Avenue Micat Ridge, Colorado 80033 Olrce Phone: 303-235-2.927 Rax.- 303-235-2949 karmstrong@ci wheatridge. co, us City of �POLICE WheatPLdge DEPARTMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Meredith Reckert Sent: Wednesday, April 16, 2014 1:52 PM To: Kevin Armstrong Subject: land use case Dear Kevin, The Wheat Ridge Community Development Department has received a request for approval of a 12 -lot major subdivision at 3301 Quail Street (Case No. WS -14-01). Please download the application documents from the City drive: Folder: V:\Community Development\ Land Use Case Referral File name: Lyons for Quail Hollow Comments are due by April 30, 2014; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, XcelEnergysm PUBLIC SERVICE COMPANY April 24, 2014 City of Wheat Ridge Community Development 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Attn: Meredith Reckert Re: Lyons for Quail Hollow, Case # WS -14-02 Right of Way & Permits 1123 West S" Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3660 donna.l.george@xcelenergy.com Public Service Company of Colorado (PSCo) has reviewed the plans for Lyons for Quail Hollow. The property owner/developer/contractor must contact the Builder's Call Line at 1-800-628-2121 and complete the application process for any new natural gas or electric service, or modification to existing facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1-800-922-1987 to have all utilities located prior to any construction. If you have any questions about this referral response, please contact me at (303) 571- 3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado 4DWHEAT RIDGE FIRE PROTECTION DISTRICT DO ING I HE R I GH 1 I H ING S A 7 I HE R I GH 1 I I ME S E OR I HE R I GH T RE ASO N S 3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.S900 • www.wrfire.org DIVISION OF FIRE PREVENTION April 30, 2014 Meredith Reckert City of Wheat Ridge Community Development 7500 West 29"' Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: WS-14-02/1-yons for Quail Hollow The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and has the following comments regarding our ability to serve this property: 1. A Residential Site Planning Guide is included with this response. All requirements established in the Residential Site Planning Guide, as well as the 2006 International Fire Code and IFC amendments adopted by the City of Wheat Ridge shall be met unless approved by the Division of Fire Prevention. 2. Additional hydrants will be required. Quantities and locations must be approved by both the fire district and the water district. 3. Road widths are inadequate. Fire department access requires a minimum of 36ft of width to allow for parking. The site plan indicates 34ft which is insufficient. 4. The turnaround requirement for a cul-de-sac is 96ft diameter. The site plan indicates a 90ft diameter which is insufficient. 5. The building area for the western most lot (lot 12) is set back from the road +/-200ft. thus necessitating that the driveway be compliant for fire department access. In the current configuration, this drive will need to be 24ft clear width. Please feel free to contact me if there are any questions or concerns with respect to this review. Reviewed by, C7.V� Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District [N SITE PLANNING GUIDE FOR RESIDENTIAL OCCUPANCIES Division of Fire Prevention WHEAT RIDGE FIRE PROTECTION DISTRICT DOING, THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS 3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.S900 • www.wrfire.org V ,* General Information Signage - Private Street Signs - Building Address Numbers Table of Contents 2 2 2 2 Fire Apparatus Access Roads 3 - Additional Access 3 - One or Two Family Residential Developments 3 - Remoteness 3 - Private Street and Alley Widths 4 - Vertical Clearances 4 - Authority 4 - Surface 4 - Dead End Fire Apparatus Access Roads 4 - Turning Radius 5 - Dead End Fire Access Roads- R-3 Occupancies 5 - Bridges and Elevated Surfaces 5 - Fire Apparatus Access Road Grades 5 - Curbs 5 - Marking of Fire Apparatus Access Roads g Water Supply and Fire Flow g - Minimum Required Fire Flow g - Fire Flow Test Information g Fire Hydrant Spacing g Fire Hydrants and Installation 7 Landscaping/Fencing/Obstructions 7 WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention General Information This site planning guide for residential occupancies is based upon the 2006 International Fire Code and the 2006 International Residential Code as amended and adopted by the City of Wheat Ridge and the Wheat Ridge Fire Protection District. For site plan purposes, residential occupancies include one and two family dwellings and townhomes as classified by the International Residential Code and by the International Building Code as Group R, Division 3 Occupancies. This guide has been prepared for use within the City of Wheat Ridge and within the boundaries of the Wheat Ridge Fire Protection District. This information is intended to be used as a guide for site planning purposes and is not intended to be inclusive of all code requirements. Additional requirements based upon the International Fire Code as amended may be applicable once a site plan submittal has been reviewed by the Division of Fire Prevention. Signage Streets and roads shall be identified with approved signs. Temporary signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Signs shall be of an approved size. weather resistant and be maintained until replaced by permanent signs. Street signs, temporary or permanent, shall be installed prior to above grade construction. (IFC 06 505.2) Private Street Signs. Street signs for private streets are not provided by the City of Wheat Ridge. The installation of street signs shall be the responsibility of the developer. Street signs shall meet the requirements of the Model Traffic code. The street sign design shall be approved by the Division of Fire Prevention prior to installation. (IFC 06 505.2) Building Address Numbers. New buildings shall have approved address numbers, building numbers or approved building identification placed upon the building in a position that is plainly legible and visual from the street or roadway fronting the property. The address numbers shall contrast with their background. Address numbers shall be Arabic numerals or alphabet letters. Address or building identification numbers shall be a minimum height of not less than four (4) inches, and with a minimum stroke width of not less than 0.5 inches. (IFC 06 505.1) When address numbers are placed on buildings that are accessed from alleys or private streets away from the main street frontage, address signs and or address numbers shall be posted at the entrance to the alley or private street. The address signs shall be approved by the Division of Fire Prevention prior to installation. (IFC 06 505.1) 21 .. WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Fire Apparatus Access Roads Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into the Wheat Ridge Fire Protection District. The fire apparatus access road shall comply with the requirements of the fire code and shall extend to within one hundred fifty (150) feet of all portions of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. (IFC 06 503.1.1) Exception: The fire marshal or designated representative is authorized to increase the dimension of one hundred fifty (150) feet where. - 1 - here: 1. The building is provided throughout with an approved automatic sprinkler system installed in accordance with the fire code. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. 3. There are not more than two Group R-3 or Group U occupancies. Additional Access. The fire marshal is authorized to require more than one fire apparatus access road based upon the potential for impairment of a single road by vehicle congestion, condition of terrain, climatic conditions or other factors that could limit access. (IFC 06 503.1.2) One or Two Family Residential Developments. Developments of one or two family dwellings where the number of dwelling units exceeds 30 shall be provided with separate and approved fire apparatus access roads and shall meet the requirements of Section D104.3. (IFC 06 D107.1) Exceptions: Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increase unless fire apparatus access roads will connect with future development, as determined by the fire code official. Remoteness. Where two access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the property or area to be served, measured in a straight line between accesses. (IFC 06 D104.3) 3 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Private Street and Alley Widths. Fire apparatus access roads that are private streets or alleys shall have a minimum unobstructed width of twenty six (26) feet. (IFC 06 503.2.1 Amended) Exception.- The xception: The width of private streets may be reduced from the required twenty-six (26) feet, if a specific access and parking design is approved by the fire marshal. (IFC 06 503.2.1 Amended) Vertical Clearance. An unobstructed vertical clearance of not less than thirteen (13) feet, six (6) inches shall be provided and maintained. (IFC 06 503.2.1) Authority. The fire marshal shall have the authority to require an increase in the minimum access widths where they are inadequate for fire or rescue operations. (IFC 06 503.2.2) Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of eighty five thousand (85,000) pound fire apparatus and shall be surfaced with the first lift of asphalt to provide all-weather driving capabilities, and shall be installed prior to above grade construction. (IFC 06 503.2.3 Amended) Grass-crete, Ritter Rings or similar landscape treatments that will prevent a fire apparatus access road from being maintainable as an all-weather surface and immediately discernable, shall be prohibited. (IFC 06 503.2.3 Amended) Dead End Fire Apparatus Access Roads. Dead end fire apparatus access roads in excess of one hundred fifty (150) feet in length shall be provided with an approved area for the turning around of fire apparatus. (IFC 06 503.2.5) TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS LENGTH WIDTH (feet) (feet) TURNAROUNDS REQUIRED 0_150 20 None required 120 -foot Hammerhead, 60 -foot "Y" or 151-500 20 96 -foot -diameter cul-de-sac in accordance with Figure D103.1 120 -foot Hammerhead, 60 -foot "Y" or 501-750 26 96 -foot -diameter cul-de-sac in accordance with figure D103.1 Over 750 Special approval required 41 F ad WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Y20' 20'� 96' - 2628'R'TYP.' 20- 26' - 20' 96' DIAMETER 60'"Y' MINIMUM CLEARANCE CUL-DE-SAC AROUND A FIRE HYDRANT 60'-�i - i �60' 28'R -� TYR' 20' -�- 28' R 70' TYP.' 20'—T --- 26' 20' 120' HAMMERHEAD ACCEPTABLE ALTERNATIVE TO 120' HAMMERHEAD FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND Turning Radius. The required turning radius for fire apparatus shall be a minimum of forty-seven feet -four inches (47) feet four (4) inches outside radius and twenty six (26) feet six (6) inches inside radius with a four (4) foot bumper overhang. (IFC 06 503.2.4) Dead End Fire Apparatus Access Roads in Group R, Division 3 Occupancies. Where a property is a Group R, Division 3 occupancy, the length of a dead end fire apparatus access road may be increased to one hundred seventy five (175) feet without the provision for the turning around of fire apparatus, if approved by the fire marshal. (IFC 06 503.2.5.1. Amended) Bridges and Elevated Surfaces. Where a bridge or elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASHITO HB -17 and City of Wheat Ridge Engineering Standards. Bridges and surfaces shall be designed for a live load of a minimum of eighty five thousand (85,000) pound fire apparatus. Vehicle load limits shall be posted at both entrances to bridges. Where elevated surfaces which are not designed as for use of fire apparatus, approved barriers or signs shall be installed and maintained. (IFC 06 503.2.6) Fire Apparatus Access Road Grades. The grade of fire apparatus access roads shall not exceed City of Wheat Ridge Engineering and Wheat Ridge Fire Protection District Standards. (IFC 06 503.2.7) Curbs. Vertical curbs shall not be placed at the entrance of or within fire access lanes or roads. Mountable curbs and gutter may be used, if approved by the fire marshal. (IFC 06 503.2.8 Amended) 51' WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Marking of Fire Apparatus Access Roads. "No Parking Fire Lane" signs shall be installed on each side of fire apparatus access roads, private streets or alleys to identify such roads and to prohibit parking. The maximum spacing between signs shall not exceed 135 feet. "No Parking Fire Lane" signs shall meet the requirements as set forth as required by the City of Wheat Ridge. (IFC 06 503.3) Water Supply and Fire Flow Water lines and fire hydrants shall be installed, operational and capable of providing the minimum required fire flow for the building sites prior to above grade construction. (IFC 06 508.5.1) Water lines shall be installed and looped in accordance with the Water District of jurisdiction standards. Minimum Required Fire Flow. The minimum required fire flow for one and two family dwellings are calculated from the International Fire Code and shall not be less than 1,000 gallons per minute for fire flow calculations for one and two family dwellings up to 3,600 square feet. Fire flow calculations for buildings in excess of 3,600 square feet shall be in accordance with Table B 105.1. (IFC 06 Appendix B) A copy of table B 105.1 is available from the Division of Fire Prevention upon request. Fire Flow Test Information. Fire flow test information may be obtained from the Division of Fire Prevention of the Wheat Ridge Fire Protection District. Fire flow tests are usually completed within ten (10) working days, unless conflicts or weather conditions arise in scheduling tests with the Water District of jurisdiction or the Division of Fire Prevention. Fire Hydrant Spacin Group R-3 and Group U Occupancies with streets having a thirty-two (32) foot flow line to flow line in width or larger: Fire hydrants shall be spaced at maximum distance of five hundred (500) feet between units. Group R-3 and Group U Occupancies with streets having less than a thirty-two (32) foot flow line to flow line in width: Fire hydrants shall be spaced at a maximum distance of three hundred (300) feet between units. (IFC 06 508.5.1. Exceptions 2.2, Exception 2.3 Amended) 2. Fire hydrant locations shall be approved by the Water District of jurisdiction and the Division of Fire Prevention. (IFC 06 508.5.1) 61: WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Fire Hydrants and Installation Fire hydrants shall be painted colors as approved by the Water District of jurisdiction. (IFC 06 508.5.7 Amended) Fire hydrants shall be installed in such a manner that the four and one half (4-1/2) inch discharge nozzle on the fire hydrant is a minimum of eighteen (18) inches above finished grade in accordance with the Water District of jurisdiction standards. Fire hydrant discharge nozzle threads shall be in accordance with the Water District of jurisdiction standards. Landscaping/Fencing/Obstructions Obstructions. Posts, fences, vehicles, growth, trash storage, mail kiosks, transformers or other materials or objects shall not placed or kept near fire hydrants that would prevent such equipment from being immediately discernable. (IFC 06 508.5.4) Clear Space Around Fire Hydrants. A minimum of a three (3) foot clear space shall be provided and maintained around the circumference of fire hydrants. (IFC 06 508.5.5) Trash Enclosures. Trash enclosures for community pick-up or community buildings shall be of non-combustible construction including gates or doors. (IFC 06 304.2.1 Amended) 71� FINAL PLAT A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28 TOWNSHIP 3 SOUTH RANGE 69 WEST GTH P M M" TIHL —r L- - - — — 4a r xuor j ip-,1 : v urnlawww[ ta\J . i ai rc�n °'a�`sr�r11pMu.arTO K — — L— a — — J 1'1 " rws [v � �✓ QUAIL COURT \ I c Je-s,-,o5 stc a4 uc �pUrrD M IMS ../ /iixak'or o6orclrk/,L srMat 3a3a — p (3J' —or -1 rasp 4CIgM „rPr CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 2 OF 2 - See ORTIIL. 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A d31MKt 0' UOBD FEET TO M SOUTG COMl11 OF UN } OF SAO NR[fODO BAPi61 OA.MOI ATO M PMI DE KCENNc: iNT1¢ Y.0 M CDWM lNE 6 SIO LDR ' Ab } SOUIN 6r19'N' TET, A omA«¢ DE m.m TSE ro M wu6MEs1 ahem a sa LD1 x TIIDM'E •lOM4 M 6DIUDARY DE SM) LOT } M FaLOwL Tlrr[ O) COAQS Ab D6TANDES, 11rMN¢ A011M .JI")•' VEST. A m1ANa P 6f6A1 FRT: 2 ME Y NOFix B9 R'M' GST. A DSIMQ K .uAJ FEET: J)TI(YS Sa1M 0pJ0'SY EASY. A 06rAK[ O BMa FEET TO M POA. O cwnMML .M3.311 SDANE rtE* a leu Ml¢s. MOTE a LLss NM U.1O M. SIAtADm AND MATTED SAB LAD a l M OMAMfD ADNMOL YFNED u M AME AND SME O 2mcm A LlBord. O • SAW DE M CM OF .NUT Imo. COLORADO. AND BY Ms PRESENTS DO O@Gt[ ... M - DE —1 PIXE AND M NAL MOOSE PDWOT6 O R(M Pw}pD RGE-DE-BAY, AND DO ADOq OUGR W M CITY DE OG} RO¢ AND VSE M04pNilY OMN[D ANO/. MMOMM` TRAIOaEuOS O Y"AND mlMifs ' 04 AMnors DE DEAL mo6mD SNow . DBodrs T. M CONORILiw. "A—, OERUON. MAINTENANCE. TEPM AND MCKNOMENI F. ALL _S. MS __ BD R MOF IMf1[D W RLEwOIr Aro fltCnlC UMS CAS urs, Ml. AND SMNMN YNU LKS NY.NNS SWIM ARr SKRMS AND RTES, OGFNRON N1D5. S"YET' U.R AND ALL APAMIOMTEES MKID Gut NEAL.EM I' NE Nari AFC 4143 S fRLOM ONE. Sul ]CO OTEENgpD MLA¢. DO BD1I srz a cavum ) )E CDUxN O JfTT[R5011 M NK0.1D IIRAOOB 296 •WDTE(00[0 _AE_ JJAr O AD. A. N NMSS w Nvo UD m1DM SGL w CON 901 DAxEs' FINAL PLAT QUAIL HOLLO , I Y' ,_ z3DIVI5I0 A SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SECTION 28, TOWNSHIP 3 SOUTH, RANGE 69 WEST 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PAGE 1 OF 2 , GENERAL NOTES: 1.OLORADO x[NSED SY..TS SEC ]B -al -lae (L� AFL ... UMrs DEACRD d S LAND 4MKr VIAL .0...c—, EEET ONE MC1ER EauS 39.31 GT1DED By t} U.S. SIMIEr MY •CCdDNO TO M NATIONAL MS OF STArOMpS AND TE—) AN KOSd MNO NINUNN¢Y REMOISS, ALTERS M DEFALES Axl —11 IAND -1 UONUup1. LAND —1 BOINDMV MONUMENT OR ACCES Y COMNTS A CLASS MO (}1 VISOEMEANON VURSIIANT TO STATE STAME 15 -.-SOB. CBS 3.) xOYNR: ACCORpNO TO COLORADO GM .d MUST COMMENCE ANY LECAL ACTION BASED UPON ANY DETECT N TNR SLYWAI WYNN MREE YEARS AFTER Yd MST DSCOAR SUCN DEFECT N NO EVENT MAY Ax5' ACnd BASED WON DERCi N TInS .—T K CON— HOME N TEN DEARS FROM M U DATE OF C—ITION 91oMN NcnEON .) RST AME CAN TITLE CONPNr INC FRE NUAIBGI SSN-27257M EETEC1+M CITED MABCN IS =14 AT 5.m PM. TEAS ENDRELI RELIED UPGF FON RECORDED NON1S-DE-MAY, EASEMENTS AND ENCUAANY N S M M PREPMATION DE I— I SUIY 5[TiCUIBR S. 4SCiMcn�ENCO—ANANIEE S, QANEASw. nR[ 1M CEE OR w4 oldNfgaR R3C —1 A A CORDED E. CMENrs. GIRPENT — — MA, DS¢OSE. 6.) ALL LOT CdMEIT MONUMENTS SMALL K .1 VER COLORADO SLATE 11AMR M-51-105 7) BASES DE KANNGS: BEAMNCS ARE BASED ON ME SOUM UNE OF ME NORMREST OLwnER DE SECTION }B BEING COMSIDEIED TO BEAN S19'5Y IM BEttEEN MONUMENTS AS SNOW MMN MS PGT KYTE[N CITY M .NEAT NDOL Cd MOL PCN15'"6!. A�I ", F"ONY 'EM -1001 9W EROV Ar+�N[3 Of F—/CNNEIDT IN ME SIDi TO ,wNAoOR NA—Trm ,NEA ADJACENT FN FOET (51 MICE E�MEAZ NEBEDv CRANIED ON VMVAIE RROKIETY AOMCENT TO ALL SM LOT LINES DE oN Lor N ME SYBDNTSOB ON PUTTED O AREA N[Y VSE— ARE 0E-11. 1. ME TEST -TON. YAM RENACEMEM OF ELECONC. DIS. RtfNSON CARL, oR _ AND RIECONMIMIUTIONS "Gu". -YS — ALSO BE xRMm[0 Nnw AN, ACttSs w M[SAO AND NIUFT `E SSTREE 5 M ME SUBDN6Ox. K—NT —S AND MATER METERS SNUL MET K —ITTED 9) M GEODETIC P.11 COCINTEAR DATA SNOMN HEREIN NAS BEEN DONVED FRd M NAD BS NUN STATE PLANE C¢dlAm CENTRAL FMR DSO} CDODNATE —TEAT. AND NAS A NONIONIAL ACCURACY CLA—CAMM DE DDI U.S. SU 1 FEET AT M 951 CONnDENCE _YM AS DDNED N THE ¢OSVATIK POSTIOTNG ACCLMACY STANDARDS DE M FEDEIAL OLODETIC CEM— SU.00ll .1-E (FCm-SW-001.1-I—) 10.) MS RAT IS ON ME CITY DE MNEAI W,DEFINED AS ¢L MOLI A1— MOFORM DF NACNESM S1. m KANE COORG SYSTEM. COLORADO .... ZG{ OSOl. a VEADCK OA1UM USED IS M H.M ..E.— —TICAL DATUM DE 11. (NA..). C GROUND TO ORO COMBINED — FACTOR IS 0.99914111mm. SCALED .ON BAs VDNT MAC t (PERMANENT Nql ACGNACY CONTROL VONT /1) NAMNG M FOLLOMNG —3/92,STAR PUNS —.7E.MAL T. NORDNMG. 110125BI5, EASnxC 3118}1)55 GEYATION SAlt 62 It.) M MEA EBEN SWAN AS -CT A -IS NEBEBY DEDCARO BY NYS KIT AS .CM SPACE. 11) M ST.MMATEN OIwTY DETENDON URA 1rKN SNOMI AS 'TRACT B' SNAIL K CONSTRUCTED AND MANTANED By M OMR. AND SUBSEQUENT OMNERS, NEMS AIttE55GIS ANO ASSIDM, A MABTADE EASEMENT OSE. M [NINETY DE TRACT B IS KREer .ANTED Bi MR RAT TO M CITY DE MOAT RO¢. SO MAI N M EYENT MAT SUd CONSTRICTION AND M.MNRNANCE IS NOT TOTEOBITFD BY SAO OMCrs. ME CITY DE MCAT BOq SNAIL NAME ME AdT TO ENTER SEEN DETENTION ARCA AND PERECMT NE.—Y MOAIC ME 1051 — SAO OANER, NOTE; SUC¢SSORS. AND .—S A— TO PAY, NO B ALONG OR SMUiQTIME MEL K CONSTRUCTED *MN M DE"170N AKA AND NO GMxCES . ALTERATIONS U%ECENG ME NYGG¢IC GURAC-5— DE M DETENTION AKA — K MADE TA NOLY APPROI. DE M DINITOI DE IS) M AREA NE 1. J PNdERTY IS BONG }ONED RESIDCNDAL-ONE (14-1} 15) ACC 67S VEMAP AANELS I1A f 113 6ND xUMBETTDTOBA `Y—ABY S. }M., MESUB2CT -?Y LIES YMIN BOM AC B • (UN91ADED). }ar AE BAs rLODD ELEVATONS DETERMINED. }ar A (UNSHADED). AREAS DERWNED 10 BE OUTSDE M D.}M ANNUAL — FLOODhAN LOT DATA TABLE PARCEL NAME SE'—, RG ACRES LOT : 111 0 31} 1.939 LOT J 15552 LOT : A 14511 0.33! SOT ' S }039. IT LOT : 6 161)1 0.36. IDT : } 15150 036} LOT : 9 15500 0 JM LOT_: 10 1N66 O.J55 LOT 11 16611 0.366 LOT 1} 1955) .56 TRACT. A I.— IT B590b . }B .19. 0910 TRACT: C 4616 0.10) 10iµ DE LOTS ABC rRAcrs 29.6.1 b lag TOTµ 5RE NJJSS 1661 _-.ASN.. I A VICINITY MAP cn am BAY. ODrUrN OEMRCBRM DKCY. CASE HiSTORY its—ocs—rt7 IFS -07-01 IFS- III -OL DRG. O AAL VENO SURVEYOR'S CERTIFICATE: I ROK.RT A KNMESS A W057KD LAND SMMEY.Msd N ME ST- COLORADO. DO HEREBY CERCEA—MIT M AMMEI DE auL N¢LOM SEBDM.S MAK NMR Al .1—ON AND ACCOMPANYMC RAT ACCURATELY AND YR.ERY SNORE SAID SLOOM9ON ROB IT J NENNCSSY. P.L S 34W FOB AND d VENAL, DE .TNN CxCIN S. INC. CLERK AND RECORDER'S CERTIFICATE- BECEp— ACYEPMC F. FRMS ix ME OFTWE G M CtERM AND RECORDER DE h ERSON COUNTY. AT C¢DEN COLONAOO ON MS _—__—_ DAY DE 2014 AT _ __ O'UM SRERSON CDUx Ti ¢CRN UA KI:pIOED FADE 1OP3 CITY OF WHEAT RIDGE P1 jEf, TO: Planning Commission DATE OF MEETING: August 2, 2007 CASE MANAGER: Meredith Reckel CASE NO. & NAME: Case Nos. WA-07-04iWS-07-01 /WF -07-0 I /Crown Land Del ACTION REQUESTED: Approval of an I I lot major subdivision with a cul -de -ac length variance and a Class I special exception floodplain permit in R- I zoning LOCATION OF REQUEST: Approx. 3301 Quail Street NAME & ADDRESS OF OWNER(S): Crown Land Development PRESENT ZONING: R-1, Residential -One PRESENT LAND USE: Vacant property ENTER INTO THE RECORD: (X) ZONING ORDINANCE (X) CASE FILE AND PACKET MATERIALS (X) DIGITAL PRESENTATION Planning Commission Case No. WA-07-04/WS-07-0l/WF-07-0l/ Crown Land Dee. JURISDICTION: The property is within the City of Wheat Ridge, and all notification and posting requirements have been met, therefore, there is jurisdiction to hear this case. I. REQUEST Tile property owner requests approval of an eleven -lot major subdivision on 9.14 acres of property located at approximately 3301 Quail Street. The property in question is zoned R-1, Residential -One. (Exhibit 1, applicant letter) The property was platted as Lot 2 of the Applewood Baptist Church (ABC) subdivision plat which was approved by Planning Commission on October 19, 2006. The subdivision divided the 14 acres into two lots. (Exhibit 2, ABC Subdivision plat) A condition was included in the approval that parkland assessment be determined at the time of development of Lot 2 (rear lot). R-1 zoned property abuts the parcel on all sides. Adjacent land uses include single family residential to the east, vacant property to the west with single family residential beyond. The Applewood Baptist Church education building and property abut the parcel to the south and Lena Gulch defines the northern property line. There is a Lena Gulch tributary which traverses the property having a basin beginning on the south side of 32"d Avenue in Lakewood, continuing under 32 d Avenue through an adjacent parcel and entering the property at the very southeast comer. This tributary moves across the property in a northwestern direction until it's confluence with the Gulch. The northwest portion of the property is encumbered by I00 -year flood plain. This existing floodplain line is best depicted on page 4 of the plan set. (Exhibit 3, Quail Hollow Subdivision) The original property as platted has no direct street frontage, rather a 25' wide access easement to 32" d Avenue through Lot I of the ABC Subdivision. In order to provide access to a public street, a previously platted property which has direct frontage on Quail Street has been included in the subdivision. This parcel is owned by private individuals who are a party to the application. In order for the subdivision to be approved, the following must occur in the order listed: 1. Granting of the variance to the maximum cul-de-sac length. (A threge- fiburths vote of the members present is needed to approve a variance.) If this request is approved, then thefollowing must occur. 2. Approval of an I I -lot major subdivision plat. If this request is approved then the following must occur: 3. Approval of a Class I special exception to the floodplain to allow street and other subdivision improvements. (A three- .16urths vote of the members present is needed to approve a variance.) Planning Commission Case No. WA-07-04/WS-07-01/WF`-07-01t Crown Land Dev. The proposal was referred to all of the appropriate city departments and outside agencies. All responding agencies have indicated that they can serve the property and the applicant will bear the cost of installing improvements to the property. Wheat Ridge Public Works: Is in the process of reviewing a final drainage report and plan. A CLOMR will be required prior to any improvements to the I00 -year floodplain and the Lena Gulch stream channel. A Class I floodplain impact report has been submitted and is under review. Traffic generation information has been submitted with the conclusion that there will be minimal impact to Quail Street (around 120 trips per day). wrill PORTE 0 Consolidated Mutual Water District: Can serve the property subject to rules and regulations of the district. Northwest Lakewood Sanitation District: Has an existing sanitary sewer main in Quail Street and another main on the south side of Lena Gulch. A connection will be required to serve the property from the mainline adjacent to Lena Gulch, There appears to be some question relative to the existing easement and line location which must be resolved. Wheat Ridge Fire Protection District: The installation of at least one hydrant will be required at a half -way point into the subdivision. During the construction phase, at least two ways must be provided into the subdivision. The existing 25' wide easement through the church property will be adequate for secondary access. Urban Drainage and Flood Control District: UDFCD is in the process of completing a new master plan and floodplain delineation study for Lena Gulch. An approved CLOMR will be required prior to any modification of the existing Lena Gulch drainage way and land encumbered by 100 -year flood plain on the site. Xcel Energy: Has requested their standard easement language which has been included oil the plat cover sheet. Neighborhood meetings are not required for subdivision applications. However, the applicant held one on January 3, 2007, to discuss the proposal with the area property owners. Nine area residents were in attendance (Exhibit 4,'Sign Up Sheet The plat will subdivide the property into 10 new lots to be developed with single family structures. All lots meet or- exceed the R -I minimum lot size of 12, 500 s.f. and lot width of 100'. The subdivision includes an existing parcel oil Quail Street s a portion of that lot can be purchased and used for street access to Quail. The lot from which the land will be removed has Planning Commission Case No, WA-07-04/WS-07-01 /WF -07-0 L} Crown Land Dev. an existing single family residence on it. The property acquisition will not reduce the lot below the R -I development standards for lot size and width. A new street called W, 33" Drive will be extended west from Quail Street for access into and through the subdivision. It is a full -width dedicated local street with 50' of width, Curb, gutter and sidewalk will be installed on both sides of tile street. There are several tracts shown on the plat. Tract A encompasses the Lena Gulch drainage way and the portion of land encumbered by 100 -year floodplain. Tract B at the southeastern comer of the property will be utilized as a landscaped entrance feature and will be maintained by the homeowners' association. Tract C will function as a detention pond and will be maintained by the homeowners' association. An existing detention easement which was platted with the original ABC subdivision is not required for detention anymore and is being vacated by this document. A representative from the church will be signing the mylar to acknowledge the vacation before mylar recording. Staff is somewhat concerned regarding the potential for Lot I of ABC Subdivision to develop residentially. In December of 2006 the Applewood Baptist church was denied their request for SUP to allow expansion of the existing education building and parking improvements. Since then, there have been inquiries about the potential for the vacant portion of that lot to be split off and developed into single family homes. As such, Staff is requiring reservation of a 50' wide stub at the southeastern comer of Lot 10 from W. 33" Drive to the southern subdivision boundary for future public street access to allow for a future extension of a public street system into this area. This reservation needs to be reflected on page 2 of the plan set. When raw land is developed, historic drainage coming into and being released from the site must be maintained. Because the minor tributary to Lena Gulch has historically crossed the property, the developer must continue to accommodate its flows. The tributary is being left in its current location and made an amenity to the site as it runs along the common boundaries between several lots. It will be located in a 40' drainage easement and will be maintained by the HOA. Please see the "Creek Section Improvement" section detailed on page 4. The developer had explored the feasibility of relocating this water feature against the eastern property line but this design required a great deal of fill dirt to be brought in. There will be two street culvert crossings of the tributary as it travels through the subdivision. Much of the on-site flow drains to the street gutter and to the proposed storm sewer located before the second strearn crossing and into a water quality structure before ultimately releasing into the tributary. Flows from lots 6 and 7 and undeveloped Tract A will flow into Lena Gulch. Additional flows and historical offsite flows will run across the southern boundary of the subdivision to a pond located in Tract C at the southwest comer of the site and then released into an existing storm sewer which flows to Lena Gulch. The portion of the site designated as Tract A is encumbered with 100 -year floodplain. It is the intent of the developer to file a CLOMR (Conditional Letter of Map Revision) with FEMA to Plaming Commission 4 Case No. WA-07-04/WS-07-01/WF-07-01/ Crown Land Dev, allow modification of Lena Gulch to attempt to reclaim additional land for development. Once a CLOMR is approved, the portion of Tract A south of the existing gulch will be resubdivided into three additional lots. The developer will then improve Lena Gulch to contain flood waters currently impacting the portion to the south to allow for the extra three lots. A separate minor subdivision process shall be required for this resubdivision. Staff has requested specific language to be added to front sheet of the plat as follows: "Tract A is to remain a non -buildable tract until such time as a LOMB revising the 100 -year floodplain limits is approved. The maintenance of Tract A shall remain the responsibility of the HOA until the time of further development." The City of Wheat Ridge in conjunction with Urban Drainage and Flood Control District is in the process of adopting a new Flood Hazard Delineation Plan for Lena Gulch, This document will not be adopted by the City until the fall of 2007. The plan shows a channelization scenario for the gulch but it is not the section proposed by the developer. This alternate improvement plan will be reviewed by FEMA through the CLOMR process. The parks and recreation commission are asking for fees in lieu of dedication. Pursuant to Section 26-416.C.2. of the Subdivision Regulations, the center point of a cul-de-sac bulb shall not be longer than 500' between it and the center point of the intersecting street. In this case, Quail is the street that intersects with W. 33rd Drive and the measurement to the center of the cul-de-sac bulb is 904.38', requiring a variance of 404.38'. (�jbibit 5, Applicantletter) This provision is in place primarily to address emergency access issues and to encourage an integrated public street system instead of a series of unconnected cul-de-sac bulbs. Staff would point out that there are other cul-de sac bulbs in the immediate vicinity that exceed the 500' limitation. Those would include Routt Street extending north of 32" d Avenue (650'), Quail Street extending north from 33" Avenue (570') and Quail Street extending south from 38'h Avenue (780'). Alternative circulation and access scenarios for the site were explored. Those alternatives included extending 33d Drive west to the western property line and creation of a street south to align with Robb Circle on the south side of 32nd Avenue. There are grade differences and an existing storm sewer line located between the east side of the Applewood Baptist and the property to the west which precludes a d public street at this location. Another alternative would be to extend W. 33' Avenue to the west to connect to W. 33d Avenue extending east from Routt as platted in the Applewood Brookside Subdivision. There is a vacant connecting parcel owned by a different property owner who would have to participate to accomplish this. This property owner is not interested in having a street connection through his property. Staff has the following comments regarding the criteria used to evaluate a variance request, Planning Commission 5 Case No. WA-07-04/Ws-til-01 /WF -07-0I/ CroNNn Land Deaf. City Council shall base its decision in consideration of the extellt to which the applicant demonstrates a majority of' the following criteria have been met: A The property in question would not yield a reasonable return in use, service or income if permitted to be used only under the conditions allowed by regulation for the district in which it is located. The property can still be used if the variance is not granted. However, the resulting subdivision design would impact the drainage way traversing the property. B. The variance would not alter the essential character of the locality. Staff has concluded that granting of the variance would not alter the character of the area. There are several cul-de-sacs serving subdivisions in the vicinity which exceed 500' in length. Applewood Knolls 12`x' Filing Subdivision was platted in 1975. The Applewood Brookside Subdivision to the west where Routt Street is 675' long was platted in 1983. The 500' cul-de-sac restriction has been in the subdivision regulations since original adoption in 1972. Alternate designs were cost prohibitive based on grade, natural water features, utility challenges or intervening property. C. The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. The property can be developed whether or not the variance is granted. However, the developer has strived to take advantage of the natural features on the site and made them an amenity. This may not occur if the cul-de-sac variance is denied. D. The particular physical surrounding, shape or topographical condition of the specific property involved results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience if the strict letter of the regulations were carried out. There are unique challenges with the property due to the pass through tributary to Lena Gulch which must be accommodated. Alternative designs included the rerouting of this drainage way against the eastern property line, shortening the length of the street. Staff believes this design which required a great deal of fill dirt to be brought in would have had a greater impact to the homes on Quail Street. E. The alleged difficulty or hardship has not been created by any person presently having an interest in the property. The difficulty has been in designing a project with appropriate access to a public street. Differences in grade, existence of utilities and intervening property ownership have precluded other designs. Planning Commission 6 Case Nos. WA -07-04/ WF -U7-01 11 WS-07-0I/Cres km Land Dee. F. The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, impairing the adequate supply of light and air to adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values within the neighborhood. Granting of the variance should not impair the amount of light and air to adjacent properties. The longer cul-de-sac will not result in congestion in the public streets. The fire district has reviewed the design and has concerns only about the construction phase in that an alternate access through Lot I of the ABC Subdivision be provided. G. The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. There are other nonconforming cul-de-sacs in the area; therefore, this request is not unique to the property. H. Granting of the variance would result in a reasonable accommodation of a person with disabilities. Approval of the variances would not result in the accommodation of a person with disabilities. a". VWAJA TO TIMM 15FIVII747077 Low density residential development is not subject to the requirements of the Architectural and Site Design Manual, Staff has requested specific language to be added to front sheet of the plat as follows: The floodplain regulations recognize two types of exception permits. A Class I permit is for construction of non -habitable structures such as sheds and fences or for the placement of fill or deposition of material. Class 11 exception permits are required for structures for human occupancy. The applicant must receive approval of a Class I Special Exception Pen -nit to allow street and other subdivision improvements in the Lena Gulch I00 -year floodplain. The applicant has submitted a report which analyzes the impact of the improvements on the 10(l -year floodplain. The flood plain administrator has reviewed the analysis and Planning Commission 7 Case Nos, WA -07-04/ WF-07-Ol/ WS-07-01/Crown Land Dev, concluded that construction of a portion of the street and other required improvements will have negligible impact on the floodplain. Attached is correspondence received from an adjacent property owner to the east. (Exhibit 6, Letter) Mill 11 11111�111 11i'l 5111,111, 1! Staff recommends approval of all three components of the request with the conditions listed in Section IX of this report. VARIANCE TO CUL-DE-SAC LENGTH (A three-fourths vote of the members present is needed to approve a variance.) "I move to approve Case No. WA- 07-04, a request for approval of cul-de-sac length variance for property located at approximately 3301 Quail Street, for the following reasons: I . Staff has concluded that granting of the variance would not alter the character of the area. 2. There are several cul-de-sacs serving subdivisions in the vicinity which exceed 500' in length. 3. There are unique challenges with the property due to the pass through tributary to Lena Gulch, existing utilities and grade changes which preclude alternate access designs. 3. Granting of the variance should not impair the amount of light and air to adjacent properties, increase congestion in the public streets or increase fire danger. With the following condition: 1. During construction alternate access be provided by the 25' wide access easement through Lot I of Applewood Baptist Church Subdivision." "I move to approve Case No, WS -07-01, a request for approval of an 11 -lot major subdivision at approximately 3301 Quail Street, for the following reasons: 1. All lots meet or exceed the I2-1 development standards. 2. The developer has attempted to maintain the integrity of the natural features on the property. 3. The drainage report is approved. Planning Commission 8 Case Nos. WA -07-04/ WF -07-0I/ WS -07-0 I /Crown Land Dev. 4. With the exception of the street length, all requirements of the Subdivision Regulations have been met. With the following conditions: I. The existing and proposed floodplain lines be shown on page 2 of the document. 2. An area be reserved in a tract as tuture right-of-way to provide access to a potential future filing to the south. This reservation would be located in what is currently shown as Tract C where the boundary of Tract C intersects the proposed right-of-way for 33rd Drive 3. The applicant resolve sanitary sewer service easement issues with Northwest Lakewood Sanitation prior to City Council public hearing. 4. Staff s recommended language regarding Tract A be added to the first page of plat document. 5. Modifications to the Homeowners" Association Covenants be made prior to City Council public hearing." 6. An approved CLOMR be required prior to any modification of the existing Lena Gulch drainageivay and 100 -year flood plain on the site." CLASS I SPECIAL EXCEPTION PERMIT (A three-fourths vote of the members present is needed to approve a floodplain special exception permit) "I move to approve Case No. WF -07-01, a request for approval Class I special exception pen -nit for construction of street and other public improvements in the Lena Gulch 100 - year floodplain for property located at approximately 3301 Quail Street, for the following reasons: 1. The street construction will have negligible impacts on the existing floodplain. 2. There will be no adverse impact on adjacent property. 3. The flood plain administrator has reviewed and approved the Class I special exception study. With the following condition: I Until the floodplain improvements and LOMB is approved, additional construction in the floodplain will require a Class 11 Floodplain exception. 2. 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P"'ImNi =114 Z " I lm� K., 49143 W I W M WAMM� k" ( ElTlI.t atm t) o NzasM Cr Ift. 9i 01 TRACT 'Wl 4v LOT 5 t., ? oX 4 I "T "' C- QUAIL HOLLOW SUBDIVISION A RESUBDIMSION OF LOT 2 OF APPLEWOOD SAP-nST CHURCH SUBDIASION AND PORTIONS OF LOTS 4, 5 AND 6, APPLEWOOD KNOLLS, 12TH FILING LOCATED IN THE NW 1/4 OF SECTION 2a, T 3 S, R 69 W OF THE 6TH P,M., CITY OF MiEAT RIDGE, COUTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 Y'} kxHhM� b3`19 NAuw VACT TWT 8 J, W 33RD AVE, `,I, A 1-4 IXbriiFiT I "I"M z smr Orl v LOT 3 X IM57' Z4S w, i 2`� i LOT 8r LOT 2 XL'\, zy t� LOT it LOT I LOT 0 1A. is TRACT C NAIN' 1114 w1m, o -A. VAI,,IvIll —W 89.1 to' M.- 9 w --,W MI 'Ile to IRACT a - J�P yxs se ax.1111L .. ....... . QUAIL HOLLOW SUBDIVISION A RESUBDIMSION OF LOT 2 OF APPLEWOOD SAP-nST CHURCH SUBDIASION AND PORTIONS OF LOTS 4, 5 AND 6, APPLEWOOD KNOLLS, 12TH FILING LOCATED IN THE NW 1/4 OF SECTION 2a, T 3 S, R 69 W OF THE 6TH P,M., CITY OF MiEAT RIDGE, COUTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 Y'} kxHhM� b3`19 NAuw VACT TWT 8 J, W 33RD AVE, `,I, A 1-4 IXbriiFiT I "I"M z smr Orl v ,ALTA Plain Language Commitment (2006) Commitment Page 2 Commitment Number: 5520-2264851 First A.efim, FirSt AMedCall Title Insurance Compapy The Title Insurance Commitment is a legal contract between you and the Company. It is issued to shol the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certa risks to the land title, subject to the limitations shown in the Policy. The Company will give you a sample of the Policy form, if you ask. 'Tbe Commitment is based on the land title as of the the transaction may affect the Commitment and the Policy, The Commitment is subject to its Requirements, Exceptions and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. 1. Commitment Date 2. Policies to be Issued, Amounts and Proposed Insureds 3. Interest in the Land and Owner 4. Description of the Land -CHUM lit !. 1� 'ill 11111''i �lllllll�lil iiiiiiiiii iiiiiiiii iiiiiiiij 11111111111111 11��l I lillillil lll�ll 11��ll �� ma i ; =— im, First American Title Insurance Company ALTA Plain Language Commitment (2006) Commitment Page 3 Commitment Number: 5520-22WSI COMMITMENT FOR TITLE INSURANCE EZEM3�� AGREEMENT TO ISSUE POLICY We agree to issue a policy to you according to the terms of the Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six (6) months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B -I. The Exceptions in Schedule B -II. The Conditions. This Commitment is not valid without SCHEDULE A and Sections I and II of SCHEDULE B. Dennis J. Gilmore President ME= Timothy Kemp Secretary i Commitment Page 4 Commitment Number: 5520-2264851 (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting your title according to the state statutes where your Land is located. The Exceptions in Schedule B - Section H may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attach between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section I are met, We shall have no liability to you because of this amendment. If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule 8, we may amend Schedule B to show them. If we do amend Schedule 8 to show these defects, liens or encumbrances, we shall be lia 6W Q &A - . '. -1 1 1 - I r- M01 # M! 1 ILI! E I ILI! E I Loin g I Kimm 11 A I a I a I a Ivel a I I I ag Our only obligation is to issue to you the Policy referred to in this Commitment, when you have WM I Comply with the Requirements shown in Schedule B - Section I or Eliminate with our written consent any Exceptions shown in Schedule B - Section H. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. Any claim, whether or not based on negligence, which you may have against us concerning the title to the Land must be based on this Commitment and is subject to its terms, 6. The policy to be Issued contains an arbitration clause. A# arbitrable matters when the Amount of Insurance Is $2,000,000 or less shall be arbitrated at the option of elther the Company or the Insured as the exclusive remedy of the paroes. You may reviewa copy of the arbitration rules at http.11Www. alta. ongl. First American Title Insurance Company ALTA Plain Language Commilment (2006) 111) (__1411 #111-1 •«t Pursuant to C.R.S 30-10-406(3)(a) all documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half of an inch. The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. NOTE: If this transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the disclosure/withholding provisions of C.R.S. 39-22-604.5 (Non-resi•- R ! eold NOTE: Colorado Division of Insurance Regulations 3-5-1, requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed," Provided that First American Title Insurance Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction. RalOnrom the Board of County 60mmissioners, the County Clerk and Recorder, or the County As'sessor. r M1=11 11111111111111111 1! C A. That there Is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B. That such mineral estate may indude the right to enter and use the property without the surface owner's permission. 7. anic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule 6, Section 2 of the Commitment from the Owner's Policy to be Issued) upon compliance with the following condons: X The land described In Schedule A of this commitment must be a single family residence which includes a condomum or townhouse unit. B. No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment wn the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against un -filled mechanic's and material -men's liens. D. f must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will First American Title Insurance Company ALTA Plain Language Commitment (2006) Commitment Page 6 Commitment Number: 5520-2264851 include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor, payment of the appropriate premium, fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. NOTE: Pursuant to CAS 38-35-125 no nersoj� i6riggV # film • Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incom fete or misleadin fa r Nothing herein contained will be deemed to obligate the company to provide any of the coverages ""• to herein unless the above conditions are fully satisfied. First American Title Insurance Company Commitment Page 7 Commitment Number: 5520-2264851 1. Effective Date: May 30, 2014 at 5:00 pm. Commitment No. 5520-2264851 2. Policy (or Policies) to be issued: Amount a. ALTA Owner's Policy (06-17-06) $0.00 Proposed Insured: Ouail Hollow Patio Hoi-ttes. Ll,(C'- i b. ALTA Loan Policy (06-17-06) $0.00 Proposed Insured: Lender To Be Determined, its success 1 Fee Simple interest in the land described in this Commitment at the Effective Date, is vested in Leila J. Hill and McArthur 0. Hill Owner's Policy: $ Lender's Policy: $ Film- noW =A, applicable: 3345 Quail Street, W eat 21 Deletion of Standard Exceptions 1-4 (subject to approval) Endorsement Form ALTA 9 or 9.3 / Form 100 Restrictions Endorsement Form ALTA 8.1 Environmental Protection Lien Endorsement Form ALTA 22 / Form 116 Location Endorsement Form 100,29 or Form 100.30 Mineral Rights (subject to approval) And any "one" of the following optional endorsements: Endorsement Form ALTA 6 / Form 110.7 Variable Endorsement Form 110.9 Variable Endorsement Form ALTA 6 1 if Form 110.8 Negative Amortizations First American Title Insurance Company I described as follows: Commitment Page 8 Commitment Number: 5520-2264851 •MI -Mill W • 1 1 -1 • • . • - • 111 -- •. "• . •• •. # `• • First American Title Insurance Company I ALTA Plain Language Commitment (2006) 1 6 Commitment Page 9 Commitment Number: 5520-226485I a. Pay the agreed amounts for the interest in the Land and/or the Mortgage to be insured. b. Pay us the premiums, fees and charges for the policy. C. Payment of all taxes and assessments now due and payable as shown on a certificate of taxes due from the County Treasurer or the County Treasurer's Authorized Agent, d. Final Affidavit and Agreement executed by Owners and/or Purchasers must be provided to the Company. e. Evidence that all assessments for common expenses due under the Declaration have been paid. Warran4 Deed sufficient to convev ;W fk- sill , le, P 12 1 V-1 V4 9 V-10 a 0A #11figgLJOAM WTOM---if W I AR] I 11010 MMIT47i to I IMM I g; 2. Recordation of Statement of Authority for Quail Hollow Patio Homes, LLC, a Colorado limited liability company, evidencing the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity, and containing the other information required by C.R.S. 38-30-172 and/or 38-30-108.5. 3. Deed of Trust sufficient to mortgage the fee simple estate or interest in the land described or referred to herein, to the Proposed Insured, Schedule A, Item 2B. 4, Release by the Public Trustee of the County of Jefferson of the Deed of Trust from McArthur 0. Hill and Leila J. Hill, for the use of Mortgage Electronic Registration Systems, Inc., a Delaware Corporation, acting solely as nominee for Mercury Mortgage Co., Inc. dba Megastar Financial Affiliates, to secure $235,000.00, dated December 21, 2001 and recorded December 31, 2001, at Reception No. F1391158. • 1111;111p��1�11111111 - # 1 K I ill ALTA Plain Language Commitment (2006) Commitment Page 10 Commitment Number: 5520-226485I SCHEDULE B ® SECTION II WEEITION9 FROM 9Q ERNE Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. Any facts, rights, interests or claims which are not shown by the Public Records, but which could be ascertained by an inspection of the Land or by making inquiry of persons in possession thereof. 2. Easements, or claims of easements, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the Land would disclose, and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown in the Public Records. 5, Any and all unpaid taxes, assessments and unredeemed tax sales. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. 7, Any water rights, claims of title to water, in, on or under the lanfl 8. Notes and easements as shown on the Plat of Applewood Knolls - 12th Filing recorded May 21, 1976 in Plat Book 49 at Page 11 at Reception No. 787571. Covenants, conditions, restrictions and easements, if any, which do not contain a forfeiture or reverter clause, (deleting any restrictions indicating any preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin) as contained in instrument recorded November 22, 1976 in Book 2929 at Page 733 and any and all amendment! and/or supplements thereto, 10. The effect of the Affidavit of Correction Amending Lot recorded March 26, 1980 at Reception No. 80023784. 11. Terms, agreements, provisions, conditions and obligations as contained in Supplemental Development Agreement recorded June 27, 1980 at Reception No. 80047289. 12. The effect of the Improvement Survey Plat recorded November 17, 2006 at Reception No. 2006137672. 13. Terms, agreements, provisions, conditions and obligations as contained in Adjoinme Agreement recorded September 5, 2012 at Reception No. 2012093808. 1 First American Title Insurance Company ALTA Plain Language Commitment (2006) Commitment Page 11 Commitment Number: 5520-2264851 14. Easement or right-of-way for Access to Property by and between McArthur D. Hill and Leila J. Hill and Crown Land Development, LLC in instrument recorded September 5, 2012 at Reception No, 2012093809. 15. Utility Easement by and between McArthur 0. Hill and Leila I Hill and Crown Land Development, LLC in instrument recorded September 5, 2012 at Reception No. 2012093810. ALTA Plain Language Commitment (2006) Commitment Page 12 Commitment Number: 5520-2264851 First American ride Privacy Inionnaftin We AM ConvintMixt to Safeguarding Customier in tion In order to better serve your needs. now and in the future, we May ask you to irmwide us with certain information. We understand that You may be conoerned about what we will do with such information - particularly any personal or favirclail information. We agree that you have a right to know how we wig utilize the personal inficninabon you provide to us. Therefore, Ingemw with our subsidiaries we have adopted this Privacy Poky to govern the use and harldfing of your personal information, Applicability This Privacy Policy governs our use of the Information that you provide to us. It does not govern the manner in which we may use information we have obtained hem any edw source, such as do tion obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern out of I f First American calls these guidelines its Fair Information Values. use Persona in OnTiatiOn regardless of Its source. Types Of Infuhruition Depending upon which of our services you are utilizing, the types Of nonpublic Personal information that we may collect include: • Information we rereive from you on applications, forms and in other communications to us, whether in writing, in person, by teephorte or any other means; • Information about your transactions with us, our affiliated companies, or others; and 0 Information we receive from a consumer reporting agency. Use Of Information We request information from you for out own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your Information to norraffilsated parties cept: (1) as necessary for us to provide the product or Service you have requested of us; or (2) as permitted by law- We may, however, Store such information indefinitely, Including it* period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis, We may also provide all of the types of nonpublic personal information listed above to one or mere of our affiliated compirrum Such affiliated dimparies Include financial service providers, such as title Insurers, property and casualty insurers, and trust and Investment advisory companies, or companies involved in real estate services, Such as appraisal companies, home warranty comparnes and escrow comparries, Furthermore, we may also provide all the Information we coiled, as described above, to companies that perform markebrigi services on our behalf, on behalf of our affiliated companies or to other financial institutions with whom we or our affiliated companies have joint nark e" agreements, Fortrw custonws Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Con1kksatlaff1ty and Security We wig use our best efforts to ensure that no unauthorized Parties have access to any of Your Information, We restrict access to nonpublic Personal mfurmation about you to those Individuals and entities who need to know that information to provide products or Services to you, We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handecl responsibly and in accordance with this Privacy Poky and Fast American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that compty with federal regulations to guard your nonpublic personal Information- In forrarition Obtain! Through Our Web Site First American Financial Corporation IS sensitive to privacy issues on the Internet. We believe it is important you know how we treat the information about you we receive on the Internet, In general, you can visit First American or is affiliates' Web sites on the World Wide Web without telling us who you are or revrating any inlinmiation about yourself, Our Web servers coiled the domain names, not the e-maill addresses, of visitors, This Information is aWregated to measure the number of vises, average the spent on the site, pages viewed and similar information, First American uses this information to measure the use of our site and to develop Ideas to improve the content of our site. There are times, however, when we may need information from you, such as your name and it address. When information Is needed, we will use our best efforts to let you know at the time of collection how we will use the personal information, Usually, the Personal information we collect Is used only try us to respond to your inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we volt only use it in adordand, with the policies outlined above, Business Relationships First American Financial Gorporatiorr's site and its affiliates'sites may contain links to other Web sites, While we try to ink only to sites that share our high standards and respect for privacy, we are not responsible for the content or the privacy practices employed by other sites. cookies Some of First American's Web sites may make use of "MoMe tech nallOgy to measure site activity and to customize information to your personal tastes.. A cookie Is an element of data that a web site can send to your , which may then store the cookie on your hard drive, ftstWoM uses stored cookies. The goal of this technology is to better serve you when visiting our site, save you time when uctive Web site nce, you are hem and to provide you with a more meaningful and prodexperie Fair Inforourfion Values Fairness We consider consumer expectations about their privacy in all our businesses, We only offer products and services that assure a favorable balance between consumer benefits and consumer privacy. public Recant! We believe that an open public record creates significant value for Society, enhances consumer choice and creates consumer opportunity We actively support and emphasize Its importance and contribution to our economy. an open public record Use We believe we should behave responsibfy when we use Information about a consumer in our businesrs. We will obey the laws governing the collection, use and dissemination of data, Accuracy We will take reasonable steps to help assure the accuracy of the data we dried, use and disseminate. Where possible, we will take reasonable steps to correct inaccurate information. When, as with the public record, we cannot correct inaccurate information, we will take all reasonable steps to assist consumers in identifying the source of the erroneous data so that the consumer can secure the required corrections. education We endeavor to educate the users of our products and services, our employees and others in our industry about the NoPOrtence of consumer privacy. We will instruct our employees on out fair information values and On the responsible collection and use of data. We will encourage Others in out industry to collect and use information in a responsible manner. Security We will maintain appropriate facilities and systems or, Protect against unauthorized access to and corruption of the data we maintain. Form 50 -PRIVACY (9/1/10) Page I of I Privacy Information (2001-2010 First American Financial Corporation) First American Title Insurance Company 6324 Queensland Ln N Maple Grove, MN 55311 612-384-5117 WEENOM, City of Wheat Ridge Attn: Meredith Reckert 7500 W. 29" Ave. Wheat Ridge, CO 80033 I 1, Steven S. McKendry, the managing partner of Crown Land Development LLC and the owner of the property known as Lot 2 of the Applewood Baptist Church subdivision have entered into a written contract with Quail Hollow Patio Homes, LLC, and/or assigns, for the purchase of said parcel. I do hereby grant approval for Quail Hollow Patio Homes, LLC, and/or assigns, to submit all applications and related informatibn required to receive from the City all reviews and approval related to the subdivision and development of the property. It is understood that there shall be nothing recorded against the property without specific approval from me. 1<te6ven!!% - nd/ry Managing Partner Crown Land Development LLC Meredith Reckert From: Bill Lyons Jr. <BL@creeksidecommunities.com> Sent: Wednesday, April 23, 2014 1:44 PM To: Meredith Reckert; wilsoncd@q.com Subject: FW: Re:Quail Hollow landowner approval for City entitlements Attachments: image2014-04-23-124725,pdf HI MEREDITH, PLEASE FIND ATTACHED THE LETTER YOU HAVE BEEN WAITING FOR FROM STEVE, PLEASE CONTACT ME SHOULD YOU NEED ANYTHING ELSE, THANKYOU, BILL From: Steven.McKendry [ Sent: Wednesday, April 23, 2014 1256 PM To +! 4:... Cc: it Lyons Jr. Subject: RE: Re:Quail Hollow landowner approval for City entitlements Steve, I've attached a signed copy of the approval to allow the application for subdivision. Take a quick look, then let me know if you would like to deliver to Meredith or if you would like me to forward a copy to her. Feel free to call me if you need something, OTa rget t a McKeotdry 4 Scnior Regiom'd Prqed Manager t Pioperly Devckpncnt-- Pre- Construclion 5(,',,S 10"SV eet SVle 4010 Mmneipohs, NIN 55403 612-761-6667fph) 612-384-5117(celi) From: wilson d xom [m@jtw_,w_[1_s_oncd�& corn Sent: Tuesday, April 22, 2014 4:31 PM To: Steven.McKendry Cc: Bill Lyons 3r.; Duane Cerniglia Subject: Re:Quail Hollow landowner approval for City entitlements Steve MGIC I'm Steve Wilson. Now the 3rd 'Steve' to be involved in this project. Bill Lyons has asked me to help him shepard this project thru thecity of Wheat Ridge entitlement process. w,"11- , _ MCIMT11-1 - L III Ta=eT can accept ana process the land use applications.. so we need a ,tuick note from you to that effect. I presume a short note confirming that the property is under contract to Bill L and that you have agreed that Bill can submit all a,,,, Aications and t+Md subdivision and development of the property, should suffice. I would offer to draft that note, but I think I just did, in the preceding sentence. Ill I N I IM I:•I I•1 :1 1 11 1 ffl!N III III 30MMEM E -,• 0 . • From: "Steven. McKendry" <Steven - McKtndr tar t,co > To: "Bill Lyons Jr," < >, "Duane Cerniglia" < wilsqngd a .corn; "Mark Bishop" Sent: Friday, April 18, 2014 7:49:49 AM Subject: RE: 33rd ROW exhibit Hey Bill, This looks good, The Information for the Deed is as follows - Grantor: McArthur 0, Hill and Leila J. Hill 3345 Quail St. Em 0Targets,.,,A4,K,*d,y Scnkx RcgiMa� PRmed fvlanagc.r I Properly Dcwoiopnlavrlf - Pre, Construdion 10"SVed, &WO 400TP3-0/1P5 Kt'nnoapohs PON b5403 612-161-666,,'(Iph� 612 -384 -to From: Bill Lyons Jr. [ Sent: Thursday, April 17, 2014 850 PM To: Duane Cerniglia; VjLs• • 1 •; Steven. McKendry; Mark Bish Subject: FW: 33rd ROW exhibit 11 HI STEVE, IS THIS EXHIBIT OK TO RUN WITH ? BILL Sent: Thursday, April 17, 2014 3:05 PM To., Bill Lyons Jr. Subject: RE: 33rd ROW exhibit I havP att,2. t ......... . . . ... .. From: Bill Lyons Jr. Sent: Thursday, April 17, 2014 12:37 PM To: Mark Bishop Subject: RE: 33rd ROW exhibit THANK YOU MARKM frun-TM 11 . ring—peenn To Sent: Thursday, April 17, 2014 1230 PM To: Bill Lyons Jr. Subject: 33rd ROW exhibit Please review the attached exhibit. This is presumably what Steve and David dicussed yesterday. I am heading to a meeting and will be back about 3. Thanks 5690 Webster Street JOHN Arvada, Colorado 80002 (800)547-JeHN, (303)423-6036 ENG I NEER I N G J@ (303)467-9438fax April 11, 2014 Ms. Meredith Recked City of Wheat Ridge 7500 W. 291h Ave. Wheat Ridge, CO 80033 RE: Quail Hollow Dear Meredith: On behalf of our client, Quail Hollow Patio Homes, LLC, we are formally requesting that the City of Wheat Ridge accept the attached ROW dedication. As we discussed yesterday there is currently an agreement in place between the Hill's and Mr. McKendry (Owner of the Quail Hollow Parcel) for an access easement into the Quail Hollow parcel. The easement in place is time sensitive, therefore we are requesting that the City expedite this as soon as possible. We are very appreciative of Dave Brossman's quick response yesterday. We have addressed his comments with this submittal, Once again, thank you for your assistance. Mark F. Bishop, PE JeHN Engineering JOE JEHN, CAPE"14171CO-PER157561OH•PE94J2041TK•PE9110S66 WY•P£927S4 DAVID BORCHERDING, CO-PE4W223 GA-NPE033975,LA-PEr364"6 MT-PE920390 NC PEN0340361ND4PE75161SC-PE927224 SO PE9n0751TX PE91107011M PE939443 4 BRET EGAN, CO�EJ34724, PARK BISHOP, CO PESMU, BOB HENNESSY CO-PLSt14yp �+' PARTICULARLY DESCRIBED AS FOLLOWS: BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, BEING CONSIDERED TO BEAR SOUTH 89°19'53" WEST, A DISTANCE OF 2623.64 FEET BETWEEN THE FOLLOWING DESCRIBED MONUMENTS: -CENTER QUARTER CORNER SECTION 28 BEING A FOUND 3.25" BRASS CAP IN RANGE BOX MATCHING MONUMENT RECORDS ON FILE. CITY CONTROL PNT. #16309 - WEST QUARTER CORNER SECTION 28 BEING A FOUND 3.25" BRASS CAP IN RANGE BOX MATCHES MONUMENT RECORDS ON FILE. CITY CONTROL PNT. #16209 COMMENCING AT SAID CENTER QUARTER CORNER; THENCE ALONG SAID SOUTH LINE OF THE NORTHWEST QUARTER SOUTH 89019'53" WEST, A DISTANCE OF 1,475.70 FEET TO A POINT WHERE THE EAST LINE OF LOT 1 OF APPLEWOOD BAPTIST CHURCH SUBDIVISION REC. #2006142621 EXTENDED INTERSECTS SAID SOUTH LINE; THENCE ALONG THE EASTERLY LINE OF SAID SUBDIVISION NORTH 00030'57" WEST, A DISTANCE OF 585.06 FEET TO THE SOUTHERLY LINE OF THAT PROPERTY DESCRIBED IN REC. #83066351, BEING THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00030'57" WEST ALONG SAID EASTERLY LINE, A DISTANCE OF 100.00 FEET; THENCE NORTH 89023'02" EAST, A DISTANCE OF 44.25 FEET; THENCE SOUTH 69045'56" EAST, A DISTANCE OF 59.58 FEET; THENCE NORTH 89032'15" EAST, A DISTANCE OF 62.39 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 91027'56", WHOSE CHORD BEARS NORTH 43048'17" EAST A DISTANCE OF 21.48 FEET, FOR AN ARC DISTANCE OF 23.95 FEET TO THE WESTERLY RIGHT-OF-WAY OF QUAIL STREET; THENCE ALONG SAID RIGHT-OF-WAY SOUTH 00027'45" EAST, A DISTANCE OF 93.97 FEET; THENCE SOUTH 89023'02" WEST, A DISTANCE OF 177.27 FEET TO THE POINT OF BEGINNING. CONTAINING 15,541 SQUARE FEET OR 0.357 ACRES, MORE OR LESS. I, ROBERT J. HENNESSY, A SURVEYOR LICENSED IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE ABOVE DESCRIPTION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING. ROBERT J. HENNESSY, PLS NO. 34580 DATE FOR AND ON BEHALF OF JEHN ENGINEERING INC. 5690 WEBSTER STREET, ARVADA, CO. 80002 5690 Webster Street $3LIHN Arvada, Colorado 80002 j f:. ENGINEERING J$ (800)547-JeH N, (303)423-6036 (303)467-9438fax April 10, 2014 Ms. Meredith Reckert City of Wheat Ridge 7500 W. 291h Ave. Wheat Ridge, CO 80033 RE: Quail Hollow Dear Meredith: On behalf of our client, Quail Hollow Patio Homes, LLC, we are formally requesting that the City of Wheat Ridge accept or application for subdivision of a property at approximately Quail Street and 33rd Avenue. The project consists of subdividing the property into 12 lots. As part of the submittal we have included the following: • Land use application • Application fee • Written Request • Title Commitment • Geodetic and Submittal Checklists • Closure Sheets • Electronic Copies of Final Plat • 18 Copies of Final Plat • Final Drainage Report • Soils Report • 331d Avenue ROW Legal Description • Construction Drawings (1 Hard copy and Electronic) Thank you for your assistance with this project. Mark F. Bishop, PE JeHN Engineering JOE JEHN. CA-PEN414871CO-PEN1575610H-PEN43204�, TX-PENII0586 WY-PEN2754 IDAVID BORCHERDING, CO-PE044228 GA-NPE0139751LA-PE*36448 MT-PEN20390 NC PE003403&ND OPE75181SC PEN27224 SO PEN110751TX-PE81/07011M PE039443 BRET EGAN, CO-PEN34724, MARK BISHOP, CO-PEN26988, BOB HENVESSY. CO -Pt SR34560 - ko + r City of _]�`Wh6atJR �idge, LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29"' Avenue 9 Wheat Ridge, CO 8003-3'* Phone (303) 235-2846 (Please print or type all information} Applicant ' 11 1/ 1 _R Address ly Yle L)e 5 0 Phone 0 Statc_=() ZiPZ2L I Fax Owner 0 Address Phone Ci Y4►StateMl-L P,--'�'�/. Fax— Contact Address 0 cb—s)��A "21' Phone CitYA)R-V--&--7QA---- this -ppiic� % (The person listed as contact will 6, contactedio�-a-umr questions regarding 'a ation, provide additional information when necessary, post W M public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklistsfor complete amlication requirements,* incomplete applications -will not he accepted. 0 Change of zone or zone conditions 13 Special Use Permit 0 Subdivision., Minor (5 lots or less) 0 Consolidation Plat 0 Conditional Use Permit )KSubdivision: Major (More than 5 lots) 0 Flood Plain Special Exception 0 Site Plan approval C3 Temporary Use, Building, Sign 0 Lot Line Adjustment 0 Concept Plan approval 0 Variance/Waiver (from Section 0 Planned Building Group 0 Right of Way Vacation 0 Other: gnmffma=mll! t Required information: Assessors Parcel Number:-;����� Size of Lot (acres or square fbotage)::t/-? 54)0 Current Zoning:__,— Proposed Zoning: r --Z) Current Use: Proposed Use: I certify that the information and exts -herewith submitted are true and correct to the best 94m knowltke and that jp&[MV, _Ihwa it the eVed action cannot lawfully be accomplished ved a action on hit behat( ]f Co of ss Anomilkwit"M To be filie#lout by staff. Date received Cornp Plan Design. Related Case No, -- Fee $ -Receipt No. Case No. Zoni Quarter Section Map_ Pre -App Mtg. Date__ Case Manager______ Case No. WS1402 Date Received Related Cases case Planner A'eckert Case Descripto121 tmjor;ubivfo .�" '�cse°�s+rrt�"rr,�e�rr�rrlsrrrr .., ..._ ...... .... ..... ..__ Name Williarrr L ns Jr Name w.... °,..,- .. w _ ..a..,.. Phone ; [T20) 473-:023 Address x6143 S Wiilow Df Ste 300 COY Greenwood Village ; State Ct3 " 2ip Z80111- 01 1Name NameSteue fRcKendry Name Phone 5 Address 6324 Queensland Ln Cdy MapleGrove State Ndip 55311 Name Mark Bishop Name Phone !(%p31403- Ali Address 500 Webster St ityArvada w_.. . State Cil; �Zip 80002- Address StreetQuai! St i City Wheat Rrdge State .CC3 ; dip f 80033 Location Description Proect Name i I Quart kioiiow _v...�. � Parcel No_ Qtr ection Distrrct No _ e Parcel No, 3928205112,NW28 ;� ,� , � S 282 05-T 1 Qtr Section: rNW28 District No,..11l ., ..... , rr fleykwx ,.. Pre -App Date Neighborhood Meeting Date t s App No ,,APP1220 .� Review Type review Body. Review Date Disposition Comments � Report .� P.. ,.. ,. ., h.„ uEairc> Nearrrig ..� PC �. ..... . Pu%JIrC Heating 37� ....�,.. ..� k........ , ._.. , „ .. ....... ............ . . . , ,.,: , ... _. i_J CaseDisposition Disposition Date Conditions of Approval Notes s .e.,m Res # t3rd # Status , _.... _As Storage: cil Of Ubeat, Rid @4/1 1 ge 3.2814 1 J9 CDBB ZONINGRE'NPURSEMW FEFs cpPololle FM- ,�p ZONINg A'Ll"URSEMENT F FMSD ZONING RE'NPUREEMENT I A'10UN7 225.06 PA)"MENT RECEIVED 4so. oa CH CFS Psi TOTAL , AMOUNT --------------- -------------- 1, 675. 6, 75. g@ Cite of Wheat Ridge 04/10/2014 10*53 C ° LAND USE APPLICATION FLE CI�R11�� FOSD LAND USE APPLICATIONAMOUNT RAl C T RECEIVED Cs .R CRCCCs 1128 AMOUNT TOTAL 2,200x00 -------------------------- Cit; of Wheat Ridge 04A@/2K4 10:54 CDR£ OIC REIMBURSEMENT 1`ECS Cp Al 1 4 AMOUNT FNSD ZONING REIMBURSEMENT F 45& g°€ YM1,RT RECEIVED AMOUNT CHECK: 1129 4*00 TTL 458.08 r3 'tCJ Qn A m 0 0 rs t-' cs t� O rn O O m 0 M, -o to m. r to t,,) M J' CS. m � Coy s —A @ 0 0 (D M v z LO 0 X P. z cn J €n v c> c�sr p' z w y Li t'i -.1