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HomeMy WebLinkAboutMS-15-01Meredith Reckert From: Metzger, Tom <TomMetzger@regencycenters.com> Sent: Wednesday, December 02, 2015 4:48 PM To: Meredith Reckert; Cameron Watson (cwatson@pnt-Ilc.com) Subject: RE: Applewood corner lot consolidation plat Cameron, The signature block on the mylar is not correct for the legal entity that owns Applewood Village. Sorry, Eric should have given this to you. Here is the correct signature block for all future Applewood documents that the owner needs to sign. Ask me each time who will sign it, for if Will is out of town, I will have Snowden sign it. U.S. RETAIL PARTNERS, LLC, a Delaware limited liability company By: U.S. Retail Partners Holding, LLC, a Delaware limited liability company, its sole member By: GRI -Regency, LLC, a Delaware limited liability company, its sole member By: Regency Centers, L.P., a Delaware limited partnership, its managing member By: Regency Centers Corporation, a Florida corporation, its general partner By: Name: William Damrath Title: Vice President, Regional Officer Thanks. Sorry for the trouble. Tom Metzger Senior Project Manager 303 300 5335 8480 East Orchard Road, Suite 6900 Greenwood Village, CO 80111 Experience great retail at Regency V Im 91 The information contained in this email message is intended only for the personal and confidential use of the recipient(s) named above. This communication is for discussion purposes only and does not create any obligation to negotiate or enter into a binding agreement. You should be aware that discussions or negotiations may be occurring simultaneously with other parties regarding the property or space discussed herein, and that neither party shall be bound by any terms contained herein until a binding agreement has been mutually executed and delivered. If you have received this communication in error, please notify us immediately by email, and delete the original message. From: Meredith Reckert [mailto:mreckert@ci.wheatridge.co.us] Sent: Monday, November 30, 2015 4:13 PM -' > ` `< City of d ��Whcatf),i:�gc UBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: November 30, 2015 SUBJECT: WZ-15-02/ Starbucks Consolidation Plat I have completed my fourth review of the Consolidation Plat needed for the request for approval of a Specific Development Plan to allow a drive —through restaurant in a Planned Commercial Development (PCD) zone district at 3210 Youngfield and 12755 W. 32nd Avenue received on May 26, 2015, and I have the following comments: Final Plat Sheet 1: 1. All previous comments have been addressed; the Final (Consolidation) Plat is found to be approvable from a Public Works standpoint. CC: Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician File Starbucks_3210 Youngfield_4th Review_Conso1P1at_APPR0VED.docx 0 NIA3n.NS CN" 6C090CI ON 9Or a3AOO Zh SIHS d° e _ � 3af110311HOaV 3dVOS4N Vl rvo oNv aoi _ - Vi oNIa33NION3 I eNINNVId Oa VaOIOO lecila IV3HM J11 but insu*D lulOd d „ao°;°M ?NINNOOISIMHinos w9fE995Z.a'L SNOISI Zia lV01NH 031 SI'BZ'SO �zlW OD'NOAlwl ao �a as , ]OVIIIA OOOM3l8dV sNolsln3a 1b0mH031 - srr l'so 201311 fiS NOI1Vatld3 ad lVN101d'O sl'6Z'f0 OLSIa�3a 3a`JNVSSIVEP aiol+n o3ava�ae 1Vld NOI1VOIlOSNOJ NOI1dldDs3a 31Va O $60 r33E U g � sE5 22 Ei' =" u�P w R -S "gO <f a�oq F ma Wow 6,_ m Q a gds Q -�wa� a �m .. �g _ q'aWm? _W .a GHz � � - �o O _ f=W o w c� �swsa� �sra5a3 =e°�" 3H Y'°ao - iSiWF zo =�u .. 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S:lOJ f3 =L'iW�Ym NSQ^8� Q-- -- --= __ Z W W Jm - O Q < U 1 1 I I U_ IL W 1= ~ v> 11 11 I $ C) Z w N N� w L � cr>O�Q Wo � 1 1 GJL � T V) Q w a = PI 6C IN gr , = D/7 =1 LLJ O Lb w _O z LL, LUn Q � OwO � a w ~ 1 Fpm �azcA IL w O 0 QUO o Q LLJ o � 0 zry 3z�NQ o g I I Is I LJJ 0�w J U Q m 03 W6 Mir N Q V) Z O Q 3: O 8 $ C@ 1S C1131j9N(10A sg�3 $�gON Wgz sa<> s City of WheatR j, COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. May 26, 2015 Eric Chekal Regency Centers 8480 East Orchard Road Suite 6900 Greenwood Village, CO 80111 Dear Mr. Chekal: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to an application filed for approval of a two -lot consolidation plat on property zoned Planned Commercial Development (PCD) located at 12755 W. 32'd Avenue. The application has been reviewed and the following are comments regarding the second submittal. All changes have been made to the Community Development Department's satisfaction. Wheat Ridge Public Works: See attached letter from Dave Brossman dated May 27, 2015. 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 changes have been made, please submit one 24" x 36" copy and one 11" x 14" copy of the revised documents. 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 heat�idge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: May 27, 2015 SUBJECT: WZ-15-02/ Starbucks Consolidation Plat I have completed my second review of the Consolidation Plat needed for the request for approval of a Specific Development Plan to allow a drive —through restaurant in a Planned Commercial Development (PCD) zone district at 3210 Youngfield and 12755 W. 32nd Avenue received on May 26, 2015, and I have the following comments: Final Plat Sheet 1: 1. Need to change all references (e.g., Owner's Certification and Sheet title block) to match the plat title, "APPLEWOOD VILLAGE SOUTHWEST CORNER". Please refer to the redlined plat as necessary. 2. The A.D. in the Owner's Cert. Block should really come after the year. Sheet 2: 1. Need to change the plat title to "APPLEWOOD VILLAGE SOUTHWEST CORNER" in the Sheet title block. Please refer to the redlined plat as necessary. 2. Please rename the consolidated lot as "Lot 1, Applewood Village Southwest Corner" to match the title. 3. Add the words "TO THE CITY OF WHEAT RIDGE" to the 15' Drainage Easement to reinforce the fact that this easement is to the sole benefit of the City. 4. The 2nd section tie bearing needs to be shown. CC: Steve Nguyen, Engineering Manager Mark Van Nattan, Engineering Technician File Starbucks _3210 Youngfield2nd Review PLAT ONLY.docx �,'I�Z�a�����.o� on'orvuinsNoo 67O80 E TON 9OF d'3AO0 711133HS ONIS31HIDNV 3 ONINNVVl iniodio i)vwde oNIa33NION31 `JNINNVId wo °Nv and Da VNOlOO '3`Ja1211V3HM aBU.IlnsU*J lul0d w° =u1°d' ffwHoxwv' "Z 'ON JNllll NOISIAI49f1S2131N30 9EB995L{k[ tzloe o�'Noi3um siaaaa�s .�NIddO H$ 3`.i Q Vllln OOM3lddV smoisnia lV�NHB31 sr: rs< zoi assns Naivavd3ad )vNioiao srorBo olsla� 30 3a`JNVss etre " Illd NOlsbt)IIOSnlOO' IJolldld:)S30 I 31vcl -E 33£ w� Q g� V Gari d� `d w w w 12 °�i �� 6 m:acl mW s -_ or i m<o :E o°�W�a upsW> awl w8 � z- �4-6' �E W. oz �a o�y'k3 wac o„s 7�<Eq 8 ma6 Z =ss5SF4F ¢ 66 `O z „rte aui Eo WmP. m€� a _ s °z g�� a < L5 `a$soa°oa oyzQ a 3agaW Z O Qo e=�° =a= ='sN ° =g€ - Q 03 - 89 _N�a g M. o, LL w �o� c `sod Z O\ J N WW F LU Z< O 0Q =<u CL LL- Uw-UO w w z w V�OEQ w Q wLLj Z � 10 _ _ O gxLLo J LL J S m F u+ 0V) 1 LL LL °eco U =)WOw o0 W O w w I\ w Q u s o Q WLLJ rN > SS£a” s°a ow xl LL Z Q O O Q «,„ § N og35 �S<SH�S O r ms 8 m LL <> a 53��'" v 8 Q W /^ Oo0 lQJ Oz�ry 3O� Z L c" Q LU O~C-)= § U 3 e= oH- C_ yy_ a- = Ln z 0 HH4 LL Q~ N w 3 eg ° �� W W io tl €co'o3 a em x`LL � ;aa o ee nn �7Yg€53 2 B °« as g , o=`$ o x U o� Wo�FS�aGi$°EUY x __ o O i ° $ 3 U SC u�SaA�a�m� x "e "a9 o wao u d O F x 3 5s F€CC tlYG 5 mF-.yW og2W > t z 0 ry ry z v> c-4 w 0 J:EW Z �oQ 0 u Q / Y Cl- LL U ILWUO �oNzW LU LL. 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V) �0�< � Q Lu QO I—�W0 J w ON W W �WQLL- O LJ � Z ` � LU 5 ON �WV30 QILLLJ 3 0~ J = W � O O z 0 Q Q Z af LL W 00�±0 0 z=)C2 0� zW�w J�QC3=3_ Q�v)LL_ z0 Q 3� OU 0 ri 8 8 $ - TIF 24 YOU NGFIELD ST $ :- v,aow _�¢// ... — g3Nr��S / 1pK,mv 11, ►i1( 91 City of _� Wheat )., COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29"' Ave April 16,. 2015 Eric Chekal Regency Centers 8480 East Orchard Road Suite 6900 Greenwood Village, CO 80111 Dear Mr. Chekal: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to an application filed for approval of a two -lot consolidation plat on property zoned Planned Commercial Development (PCD) located at 12755 W. 32nd Avenue. The application has been reviewed and the following are comments regarding the first submittal. SHEET 1 1. Designate who from Regency Centers will be signing as the property owner. 2. Since this will be an administrative approval, remove the signature block for Planning Commission. 3. The vicinity map will not reproduce well once recorded. Please modify this into a line drawing. 4. Add the City's standard language relative to cross access between properties. 5. Add a note indicating that the zoning on the property is Planned Commercial Development (PCD) 6. Add a note indicating address of property is 12755 W. 32nd Avenue 7. Add a case history box with the following case numbers: SUP -13-04, WZ-14-09, WZ-15- 02, MS -15-01 8. Modify this note to cite the most recent map adoption of February 5, 2014. SHEET TWO 1. Designate lot line being eliminated. OTHER Comments on the Starbucks Specific Development Plan (SDP) will be provided subsequent to submittal and review of traffic information for the site. Attached are referrals received from other city departments and outside agencies regarding the plat document. Colorado Department of Transportation: See attached letter from Steve Loeffler dated April 14, 2015. Northwest Lakewood Sanitation District. See attached letter from Bill Willis dated March 31, 2015. Wheat Ridge Fire Protection District: See attached letter from Kelly Brooks dated April 14, 2015. 1 Wheat Ridge Police Department: See attached email from Kevin Armstrong dated March 30, 2015. Wheat Ridge Public Works: See attached letter from Dave Brossman dated April 10, 2015. Xcel Energy: See attached letter from Donna George dated April 13, 2015. 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 changes have been made, please submit one 24" x 36" copy and one 11" x 14" copy of the revised documents. 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 own3nans oNvl ,n'�wnnstim 6>0-80'£l'ON 90r d3nOO Z/I 133H5 y oNaaaN:oNa i or,INNvla oav80100 aooia 1v3HM D77 '15UI4 jnsuoD juiod .6 *ON `JNllll NOISIAI49f1S?131N30 9fem i wv. 08 LzfOD N00mn'Nola°,.n3an: `JNIddOHS 3JV111n QOOM3lddV 101 9, 1 N011va NOlidvNl°J:bO Si-oSf. ols:a� 10 mD-S S free 1Vld NOI1VDIlOSNOO NOI1dIdoNcl 31V0 ° :�.SWu E Pa s a 62 Z wa;, airy mo 'o<m o rp: a S3og� 8€ Z 8gN¢ acs F on.m o8 tl WLLS S aW oar NH'. ieg: x3 :�? �" � �6" p O � SJR .. �s. a >sW lJ ge"o oda E �Aoa� _ 08 g F o i8 Wad �s P Z o a 8aea:6a=iso o 8=8 oaNv o~ k sw. w mN!= —�M C-4 W O 0 z 2 8 s O R � J U n oow i U CL I— LL- 0 .L z O aa F— z L.L `0 . e q ' -_ # ,.... 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W 7 15 -Mfs�83�s3aS�8a8 3all o�o� I � ��i�m s�3sogo s $ N -g — I m 6s m;lo.osoox i I I I < IS I � o I I I I I sS --r- r =_ _ _e 1 2 T g i VOUNGFIELD ST oIaLlCx.o.v,. W 7 15 -Mfs�83�s3aS�8a8 3all o�o� I � ��i�m s�3sogo s $ N -g — I m 6s m;lo.osoox i I I I < IS I � o I I I I I 1 2 T g i VOUNGFIELD ST oIaLlCx.o.v,. W 7 15 -Mfs�83�s3aS�8a8 3all o�o� I � ��i�m s�3sogo s $ N -g — I m 6s m;lo.osoox i I I I < IS I � o I I I I I Meredith Reckert From: Loeffler - CDOT, Steven <steven.loeffler@state.co.us> Sent: Tuesday, April 14, 2015 1:49 PM To: Meredith Reckert Subject: MS-15-01/Starbucks Consolidation Meredith, I have reviewed the submittal request for a two -lot consolidation plat on property zoned PCD located at 3210 Youngfield and have the following comment: • Any signing for this business that advertises to Interstate 70 must be on -premise in nature and can only advertise goods or services available on that property. Thank you for the opportunity to review this submittal. If you have any questions, please contact me at the the number listed below, or reply to this email. Steve Loeffler Permits Unit D P 303.757.9891 1 F 303.757.9886 2000 S Holly Street, Denver, CO 80222 steven.loeffler@state.co.us I www.coloradodot.info I www.cotrip.org EMC MARTIN/MARTIN CONSULTING ENGINEERS March 31, 2015 Meredith Reckert City of Wheat Ridge Community Development 7500 West 291h Avenue Wheat Ridge CO 80033 Email: mreckert@ci.wheatridge.co.us Re: NWLSD— Starbucks Zoning—MS-15-01 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 March 30, 2015 concerning a request for approval for a two lot consolidation plat regarding a drive-through Starbucks restaurant at 3210 Youngfield Street and 12755 W. 32"d Avenue. NWLSD has no objection to the two -lot consolidation plat. Please refer to comments from the Specific Development Plan referral response dated March 31, 2015. The subject lot at the address referenced above is entirely within the boundary and service area of the Northwest Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is provided by Metro Wastewater Reclamation District (Metro). Plans and Costs All costs involved — engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection. Any tap, engineering review fees, district attorney fees, and managerial services are the responsibility of the owner/developer based on the then current fee rate structure. A copy of the District's rules and regulations are available upon request. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: AJ Beckman—SDMSI, Inc. Tim Flynn —Collins, Cockrel, Cole MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM �-AT R1 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 DIVISION OF FIRE PREVENTION April 14, 2015 Meredith Reckert City of Wheat Ridge Community Development 7500 West 29th Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: MS-15-01/Starbucks Consolidation The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and has no requirements or concerns regarding our ability to serve this property. Additional comments addressing the particular development proposed will be provided in response to the referral for Case No.: WZ-15-02/Starbucks SDP 3210 Youngfield and 12755 W. 32nd Avenue. Please feel free to contact me if there are any questions or concerns with respect to this review. Reviewed by, +�" 07,� Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District Meredith Reckert From: Kevin Armstrong Sent: Monday, March 30, 2015 5:01 PM To: Meredith Reckert Cc: Kevin Armstrong Subject: RE: Starbucks Applewood SDP Follow Up Flag: Follow up Flag Status: Flagged Meredith, The police department has no objections to this project. Scrgcant Kevin Armstrong Crime Prcvcnaon 7cam Wlicat Ridge Police Department 7.500 W. 29th Avenuc Wleat Ridge, Colorado 80033 Olrcc Phonc. 303-2352927 Fax.- 303-23.312949 karmstron�ci. wheatridde. co. us 4 .rt City of h6 t=`q- POLICE 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: Monday, March 30, 2015 11:52 AM To: Kevin Armstrong Subject: Starbucks Applewood SDP Dear Kevin, The Wheat Ridge Community Development Department has received a request for approval of a Specific Development Plan at 3210 Youngfield and 12755 W. 32nd Avenue (Case No. WZ-15-02). Please download the application documents from the City drive: Starbucks Applewood SDP Folder: V:\Community Development\ Land Use Case Referral File name: Starbucks Applewood SDP Comments are due by April 14, 2015; 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 1F'.r Nigge �C0.M'UNMDFVtl_0PMUNI 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. XcelEnergysm PUBLIC SERVICE COMPANY April 13, 2015 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Meredith Reckert Re: Applewood Starbucks, Case #s MS -15-01 and WZ-15-02 Right of Way & Permits 1123 West Td Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3660 donna.1.george@xcelenergy.com Public Service Company of Colorado (PSCo) has reviewed the plat and site development plans for Applewood Starbucks, acknowledges the 10 -foot easements noted in the standard easement language paragraph, and requests they be shown on the plat. PSCo also requests that the following language or plat note be placed on the preliminary and final plats for the subdivision: Permanent structures, improvements, objects, buildings, wells, water meters and other objects that may interfere with the utility facilities or use thereof (interfering Objects) shall not be permitted within said utility easements and the utility providers, as grantees, may remove any Interfering Objects at no cost to such grantees, including, without limitation, vegetation. Public Service Company of Colorado (PSCo) and its successors reserve the right to require additional easements and to require the property owner to grant PSCo an easement on its standard form. Please be aware PSCo owns and operates existing natural gas and electric distribution facilities within the proposed project area. 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 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 for utility locates prior to 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 City of _ `J`I heat R di e PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: April 10, 2015 SUBJECT: WZ-15-02/ Starbucks SDP, Plat, Drainage Letter, & Civil Construction Plans I have completed my first review for the request for approval of a Specific Development Plan to allow a drive —through restaurant in a Planned Commercial Development (PCD) zone district at 3210 Youngfield and 12755 W. 32nd Avenue received on March 30, 2015, and I have the following comments: PLANNING & ZONING: Specific Development Plan General Comment: 1. To -date no traffic information has been received. Public Works may have comments affecting the SDP upon review of the Traffic Impact Study. Final Plat General Comment: 1. ALL text on plat sheets must be a minimum of 1/8" in height. Sheet 1: 1. The title of the overall Applewood Village Shopping Center will in all likelihood be the same or very similar to what is currently shown as the title of this plat. I recommend this plat be named "Starbucks-Applewood SC", or something similar. 2. Please add the following subtitle: "A CONSOLIDATION OF PREVIOUSLY UNPLATTED PARCELS". 3. Please include the following Note: "7. AREAS SHOWN HEREIN AS "FUTURE RIGHT-OF-WAY" ARE HEREBY RESERVED FOR FUTURE DEDICATION TO, OR PUBLIC ACQUISITION BY, THE CITY OF WHEAT RIDGE TO BE COMPLETED AT A LATER DATE BY SEPARATE DOCUMENT." 4. Please the Case History Box with Case No. WZ-15-02. Starbucks_3210 Youngfield_I st Review.docx Public Works Engineering April 10, 2015 Page 2 Sheet 2: 1. Please identify the existing Right -of -Way lines on the plan view and in the Legend. 2. Please note the following: a. Per Sec. 26-410-C of the Municipal Code of Laws, section ties to two (2) different property corners are required. b. No proposed easements are currently shown on this plat. Bearings and distances of all proposed easements are required. 3. Provide the Reception # (90013512) for the area of ROW within W. 32"d Avenue (refer to the redlined plat as needed). 4. Please include the curve data for the future ROW line at the SW corner of the subject property. This line and data will then be shown on the larger, overall Applewood Village Shopping Center plat mentioned above. 5. In order for the two existing parcels to become consolidated into one larger parcel, you must show the existing parcel line and include the following notation: "PARCEL LINE HEREBY REMOVED BY THIS PLAT". 6. Show the Book & Page or Reception Numbers of the two parcels being consolidated. This information should be in a lighter or shaded font than the current name ("Lot 1, Starbucks-Applewood SC", or whatever they wish to call it). 7. There is an easement to abut the exterior of the boundary along the northeasterly portion of the subject property. Please include the type, width, and JeffCo Reception#. 8. Include a 15 foot -wide Drainage Easement centered on the proposed storm sewer, 9. Need to identify the Basis of Bearing line (e.g., S. Line of NW 1/4 of Section 29). 10. Provide the bearing (S 89029'29" W) for the given section tie. 11. Please add the ROW and Future ROW linetypes to the Legend. CIVIL ENGINEERING: Drainage Letter: 1. In the 3rd paragraph on page I: a. Include FEMA before the Zone X in the first sentence. b. Correct the typo in the second sentence. 2. In the 2nd paragraph, page 2, describe the ultimate destination of the overflow runoff and any potential negative impacts resulting from these additional flows. 3. Upon completion of the above corrections, please include one wet -stamped hardcopy and a PDF file containing the signed & sealed revised Letter with the next submittal for Public Works approval. Drainage Plan: 1. In the two references to the Master Drainage Report by Kimley-Horn, please include the revision date of Rev. March 17, 2015. 2. Upon completion of the above corrections, please include one wet -stamped hardcopy and a PDF file containing the signed & sealed Plan with the next submittal for Public Works approval. Starbucks_3210 Youngfield_Ist Review.docx Public Works Engineering April 10, 2015 Page 3 Construction Plans C 100 (Cover Sheet): 1. Please modify my information and add the information for our Stormwater Coordinator under the "Agency Referrals" list. 2. Please include this Note at the end of the Wheat Ridge General Notes: "20. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)." C201 (Site Plan): 1. The ADA ramp on the east side of the full -movement drive from W. 32nd Avenue ("Entrance 3") must be constructed with this project. C303 (Street Profiles): 1. Please include this Note at the end of the General Notes: "21. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)." 2. The ADA ramp on the east side of the full -movement drive from W. 32nd Avenue ("Entrance 3") must be constructed with this project. C304 (Street Details): 1. Please include the following City -standard details: S-E01_HMA.DWG (Typical Asphalt Detail) C404 (Erosion Control Details): 1. Please remove the City of Aurora details for the Rock Socks. C501 (Utility P I . Please include this Note at the end of the General Notes: "6. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)." Stazbucks_3210 Youngfield_lst Review.docx Public Works Engineering April 10, 2015 Page 4 C503 (Storm Profile & Details): 1. The pipe profile should be reversed to correspond to the plan views on all the other sheets (west being on the left, east on the right). ADDITIONAL: 1. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 2. Drainage Certification Letter with As -Built Plans: Upon completion of the drainage improvements, the Engineer -of -Record Mr. Owen Keenan, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Drainage Plan, that the site conforms to and shall function as defined in the approved Final Drainage Letter, and that the site has been accurately surveyed to confirm that the grading was completed in accordance with these documents. Prior to Final Approval by Public Works and issuance of any Certificates of Occupancy, the Drainage Certification Letter shall be submitted to the City for review and approval and be accompanied by As - Built Plans containing sufficient elevations in support of said Letter. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. 1 hardcopy is to be on full-size 24" X 36 " bond paper, signed and sealed, AND b. 2 copies are to be on electronic media: one (1) file in AutoCAD DWG format and one (1) file in PDF format. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. 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 File Starbucks -3210 Youngfield_l st Review.doca SCS s8d'e a s o y w AN o'€ 5 fl - E arse z Z dpU N m N€ , O o (7 W w� 0 fi3v ' 2 w a z m 585 a O � � �jtt ,3 a z z�3 F $ LL LLull �w�k �`� up \ :Si Z oF�x It I I v i I i aO I/oo 3°� - ea a Z LU LL LL Z a 6 oLL e8 ppi O W U C2 vi z U 30 ;� o ♦ g zu Z _uuI 3 R RI/ N Fi 2w __-- __ � ice$ i8� - ?3 J, I , i I w I' Fh I I u "ow I I I/ u 41 1332115 0131JONnoA ---11'---- -----------------` -- --------- ------------- 21 -------.. 1 1 I I I March 25, 2015 Mr. Dave Brossman Development Review Manager Wheat Ridge Public Works Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 RE: Drainage Letter — Starbucks at 3210 Youngfield Street Dear Mr. Brossman, Sterling Design Associates, Ilc CIVIL ENUNEEFS - LANGSCAFE ARCHITECTS CITY OF WHEAT RIDGE PUBLIC WORKS DATE 03/30/2015 RECEIVED 03/30/2015 1 st Submittal Sterling Design Associates is providing this letter and plan as the drainage design for the above mentioned site. Existing Site Conditions The proposed site as it currently exist is vacant land; however, before demolition of the existing buildings, the site contained a gas station at the 3210 Youngfield Street address and commercial retail building at the 12755 W. 32nd Avenue address. The site is located on the northeast corner of Youngfield Street and W. 32nd Avenue. The site is bounded to the east by the service alley to Applejack Wine and Spirits and vacant building, to the south by W. 32nd Avenue, to the west by Youngfield Street, and to the North by Chili's Restaurant. The site as it existed historically appeared to have been primarily paved outside of the building footprint. The total area of both parcels of land that comprise the site is 0.80 acres. In its existing state, the site slopes ently to the east at approximately 2.0% on average. FEMA The site is loc ed i o (N Sh ding), which are areas determined to be outside of the 0.2% annual chance Floo plain. N no city or private storm sewer exist either along street frontages or adjacent properties. The Lee, Stewart and Eskins Ditch pipeline (30" dia. RCP) exists within the Right -of -Way along Youngfield Street on the west side of the site. Existing soils on-site are Denver -Urban Land Complex, 0 to 2 percent slopes which are classified as Hydrologic Soil Group C. Proposed Conditions The vacant site is proposed to be re -developed into a 2,500 square foot Starbucks Cafd with a Drive-Thru, covered patio area, and associated store parking. In post development conditions, the site is comprised of four sub -basins. Each sub -basin is described in detail below. Sub -Basin A 1(0.29 acre) is composed of asphalt parking, concrete drives and walks, roof drainage, and landscaped area. The Sub -Basin is located on the western portion of the site and runoff is conveyed via the integral curb section and 4 -foot wide pan to a Single Wheat Ridge Valley Inlet in a sump condition. C values for this basin are 0.62 and 0.73 for the 5 and 100 -year storm events, respectively. Direct runoff rates are 0.89 and 2.00 cfs for the 5 and 100 -year storm events, respectively. In the event of an inlet failure, runoff would pool to a peak depth of 6.2 - inches and discharge to the east. The inlet is sized to capture the 100 -year storm and runoff is conveyed via a 15 -inch diameter RCP to the sump inlet located in Sub -Basin A2. Sub -Basin A2 (0.42 acre) is composed of asphalt parking, concrete drives and walks (incl ing the drive-thru lane, roof drainage, and landscaped area. The Sub -Basin is located on the astern portion of the site and runoff is conveyed via integral curb section and 4 -foot wide p to a Single Wheat Ridge Combination Inlet in a sump condition. C values for this basi are 0.51 and 0.66 for the 5 year and 100 -year storm events, respectively. Direct runoff rates e 1.06 and 2.64 cfs for the 5 and 100 -year storm events, respectively. In the event of an inlet ilure, runoff would pool to a peak depth of 6 inches and would overflow into a draina an and would be conveyed to the north along the Applejack Wine and Spirits Service Alley. The inlet is sized to capture the 100 -year storm event and is conveyed via an 18 -inch diameter RCP to a manhole (STORM MH #6) located in the Applejack Wine and Spirits service alley. Combined storm sewer flow from the storm sewer system (Sub -Basins Al and A2) will be 1.92 and 4.58 cfs for the 5 and 100 -year storm events, respectively. This storm sewer continuation is part of the Master Drainage Report for the Applewood Village Shopping Center, prepared by Kimley-Horn and Associates revised March 17, 2015 (Master Drainage Report). Offsite storm sewer will convey on-site runoff to a detention basin outlined in this report. Sub -Basin OS -1 (0.05 acre) is composed of landscaped area that will discharge via sheet flow off-site to the property to the north (Chili's Restaurant). Runoff is discharged to an existing drainage swale located on the south side of the Chili's building and to an existing drainage pan located in the Chili's parking lot. C values for this basin are 0.15 and 0.50 for the 5 and 100 -year storm events, respectively. Direct runoff rates are 0.04 and 0.23 cfs for the 5 and 100 -year storm events, respectively. Sub -Basin OS -2 (0.03 acre) is composed of landscaped, concrete pad for the trash enclosure as well as the concrete drainage pan. Runoff is discharged north into the existing Applejack Wine and Spirits service alley. C values for this basin are 0.36 and 0.59 for the 5 and 100 -year storm events, respectively. Direct runoff rates are 0.05 and 0.16 cfs for the 5 and 100 -year storm events, respectively. Detention The Master Drainage Report was prepared in order to redevelop portions of the shopping center outside the limits of this project and provide detention requirements for all areas of redevelopment, including the Starbucks site. The detention basin proposed as part of this project will detain the Water Quality Capture Volume (WQCV), 5 -year plus 100% of the WQCV and 100 -year plus 50% of the WQCV. The Starbucks site lies in Basin F of this report and was assumed to be 95% impervious which is significantly more than the 66.9% imperviousness that will exist once the site is developed based on the enclosed calculations. As part of the Master Drainage Report, storm sewer is proposed to be installed to Storm MH 46 as identified on the Master Drainage Plan, Sheet 1 of 2. Storm sewer from the Starbucks site will tie into this manhole and will be conveyed to the proposed detention pond. Calculated design flowrates in this report for Basin F are 3.1 and 5.9 cfs for the 5 and 100 -year storm events, o where? Vhat would e the npacts to ownstream respectively. Included with this letter are detailed calculations which yield peak flowrates in the connecting storm sewer of 1.92 cfs and 4.58 cfs for the 5 and 100 -year storm events, respectively. Due to the lower actual imperviousness of the site as detailed in this letter when compared to the Master Drainage Report, the detention basin as designed would be providing additional WQCV and detention volume for Basin F than what is required. Storm sewers designed in the Master Drainage Report would be adequate to handle on-site storm flows. It is anticipated that construction of the King Soopers fuel center and detention pond will be in the Spring of 2015. This timing would coincide and with the construction of the proposed storm sewer improvements on-site. At this time, an interim condition WQCV pond for this site has not been designed. Conclusions In general, the proposed project minimizes the amount runoff entering and exiting the Site with the exception of what is conveyed to the storm sewer system. Areas in which runoff comes in contact with proposed impervious surfaces are conveyed to two storm inlets located on site. The storm sewer is designed to capture the 5 and 100 -year storm events and convey runoff via storm sewer to the proposed offsite storm sewer system and detention pond designed in the Master Drainage Report. Portions of the site that are conveyed to the northern property line are all landscaped, therefore minimizing the effect of additional runoff entering the adjoining property. A drainage pan located in the Applejack Wine and Spirits service alley which conveys runoff to the inlet located in Sub -Basin A2, is designed in order to minimize the amount of additional runoff conveyed north along the existing Alley due to the overall flatness of the alley in the area adjacent to the eastern property line of the site. Drainage Calculations have been provided as attachments in this letter. Calculations were performed using the latest version of the City of Wheat Ridge Site Drainage Requirements. Appropriate tables and charts used have been attached to this letter. If additional information is required please don't hesitate to contact me at 303-794-4727 ext. 206. Regards, Owen Keenan, PE Civil Engineer Sterling Design Associates, LLC Attachments: Tables/Charts Runoff Calculations Inlet Calculations 5 and 100 -yr Storm Sewer Routing Drainage Plan 9 8 7 tx z 6 W a c s W 2 U Z a 4 H Z iUl Z 3 2 1 0 0 10 20 30 40 50 60 TIME IN MINUTES FIGURE 5-1 EXAMPLE 5.2 TIME — INTENSITY — FREQUENCY CURVES T. 3 S. R.66 W. 5-1-84 URBAN DRAINAGE 3 FLOOD CONTROL DISTRICT 1 A recent subdivision has an approved Drainage Report/Plan on file. 32 Rev. 10/14 Reference the UDFCD Criteria Not required for a Preliminary Report 1 G y� x r t v^ c' ,- 2 YEb n "V 10 20 30 40 50 60 TIME IN MINUTES FIGURE 5-1 EXAMPLE 5.2 TIME — INTENSITY — FREQUENCY CURVES T. 3 S. R.66 W. 5-1-84 URBAN DRAINAGE 3 FLOOD CONTROL DISTRICT 1 A recent subdivision has an approved Drainage Report/Plan on file. 32 Rev. 10/14 Reference the UDFCD Criteria Not required for a Preliminary Report TABLE RO-3 Recommended Percentage Imperviousness Values Land Use or Surface Characteristics Percentage Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family Multi -unit detached 60 Multi -unit attached 75 Half -acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis when land use not defined 45 Streets: Paved 100 Gravel(packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0. *See Figures RO-3 through RO-5, Urban Storm Drainage Criteria Manual, Volume 1, June 2001, for percentage imperviousness. 1 A recent subdivision has an approved Drainage Report/Plan on file. 33 Rev. 10/14 Reference the UDFCD Criteria Not required for a Preliminary Report TABLE RO-5 Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS H drolo is Soil Grou s 2 -yr 5 -yr 10 r 25 -yr 50 -yr 1 00 r 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 1 A recent subdivision has an approved Drainage Report/Plan on file. 35 Rev. 10/14 Reference the UDFCD Criteria " Not required for a Preliminary Report TABLE RO-5 (CONTINUED) Runoff Coefficients, C Percentage Imperviousness Type A NRCS Hy tlrolo is Soil Groups 2 -yr 5 -yr 10 r 25 -yr 50 -yr 1 00 r 0% 0.00 0.00 0.05 0.12 0.16 0.20 5% 0.00 0.02 0.10 0.16 0.20 0.24 10% 0.00 0.06 0.14 0.20 0.24 0.28 15% 0.02 0.10 0.17 0.23 0.27 0.30 20% 0.06 0.13 0.20 0.26 0.30 0.33 25% 0.09 0.16 0.23 0.29 0.32 0.35 30% 0.13 0.19 0.25 0.31 0.34 0.37 35% 0.16 0.22 0.28 0.33 0.36 0.39 40% 0.19 0.25 0.30 0.35 0.38 0.41 45% 0.22 0.27 0.33 0.37 0.40 0.43 50% 0.25 0.30 0.35 0.40 0.42 0.45 55% 0.29 0.33 0.38 0.42 0.45 0.47 60% 0.33 0.37 0.41 0.45 0.47 0.50 65% 0.37 0.41 0.45 0.49 0.51 0.53 70% 0.42 0.45 0.49 0.53 0.54 0.56 75% 0.47 0.50 0.54 0.57 0.59 0.61 80% 0.54 0.56 0.60 0.63 0.64 0.66 85% 0.61 0.63 0.66 0.69 0.70 0.72 90% 0.69 0.71 0.73 0.76 0.77 0.79 95% 0.78 0.80 0.82 0.84 0.85 0.86 100% 0.89 0.90 0.92 0.94 0.95 0.96 1 A recent subdivision has an approved Drainage Report/Plan on file. 36 Rev. 10/14 Reference the UDFCD Criteria " Not required for a Preliminary Report Weighted Imperviousness Date: 3/11/15 Job Name: Starbucks - 32nd Avenue & Youngfield - Wheat Ridge By: OKK Roof 90 Lawns 0 Paved Streets 100 Conc. Drives & Walks 90 '% Impervious from Wheat Ridge Site Drainage Requirements - Table RO-3 Hydrologic Soil Group = C (NRCS Web Soil Survey) PROPOSED SITE Asphalt Conc. Drives Total Total Basin Roof Lawn Drives & Walks (SF) (Acres) 1(%) C5 C100 Al 1867 2088 5379 3146 12480 0.29 79.3 0.62 0.73 A2 1159 5324 7115 4705 18303 0.42 67.7 0.51 0.66 OS1 0 2108 0 0 2108 0.05 0.0 0.15 0.50 OS2 0 644 0 614 1258 0.03 43.9 0.36 0.59 Total A Basins 3026 7412 12494 7851 30783 0.71 72.4 0.55 0.69 Total 3026 10164 12494 8465 34149 0.78 66.9 0.50 0.66 N CD N 'D N m 7 } gine I� 11111 ImIllllIIIIIIIIIII IN IM1111111111111111 IN I� �r��OrV�`h EE'. PrO1E CIEs DESIGN PEAK FLOW FOR ONE-HALF OF STREET OR GRASS -LINED CHANNEL BY THE RATIONAL METHOD Project: Starbucks - 32nd Ave 8 Youngfield St Inlet ID: Basin At - DP 1 J OVER OW D SIDE ` STREET I OVERLAND FLOW l GUTTER FILOi GUTTER PLUS CARRYOVER FLOW Show Details ROADWAY CENTERLINE (local peak flow for 12 of street OR grass -lined channel). *CJaeowa =1 089 cfs I FILL IN THIS SECTION 0 you enter values in Row 14, skip the rest of this sheet and proceed to sheet Q -Allow or Area Inlet. OR... �eogrep rc Information: (Enter data In the blue cells): FILL IN THE Subcatchment Area = Acres SECTIONS BELOW. Percent Imperviousness = % -- Site Type: Flows Developed For: NRCS Soil Type JA, B, C, or D r � Q Street (niers � Slope (ft/ft) Length (ft) Overland Flow = — Channel Flow = aintall Information: Ini me ir= r i a Minor Storm Major Storm Design Storm Return Period, T, = years Return Period One -Hour Precipitation, Pi = inches Or User -Defined Storm Runoff Coefficient (leave this blank to accept a calculated value), C User -Defined 5 -yr, Runoff Coefficient (leave this blank to accept a calculated value), Cs Bypass (Carry -Over) Flow from upstream Subcatchments, QD Total Design Peak Flow, Q =1 0.89 1 2.00 JOS Basin Al - INLET.Asm, O -Peak 3/11/2015, 2:37 PM INLET IN A SUMP OR SAG LOCATION Project = Starbucks - 32nd Ave 8 Youngfield St Inlet ID = Basin Al - DP 1 — Lo (C)�; H -Curb H -Vert Wo Wp W \ �— Lo— (G) of Inlet Inlet Type I Depression (additional to continuous gutter depression 'a' from 'Q -Allow') a_; )er of Unit Inlets (Grate or Curb Opening) No r Depth at Flowline (outside of Ioc l depression) Ponding Depth: t Information 0.60 Ih of a Unit Grate Lo (G)' i of a Unit Grate Wo' Opening Ratio for a Grate (typical values 0.15-0.90) Aso' ling Factor for a Single Grate (typical value 0.50 - 0.70) Cr (G)' Weir Coefficient (typical value 2.15 - 3.60) C, (G) : I Orifice Coefficient (typical value 0.60 - 0.80) Co (G)' Opening Information Ih of a Unit Curb Opening Lo (C) : it of Vertical Curb Opening in Inches Hae' e of Curb Orifice Throat in Inches Hwy' t of Throat (see USDCM Figure ST -5) Theta Width for Depression Pan (typically the gutter width of 2 feet) WP' ling Factor for a Single Curb Opening (typical value 0.10) Cf (C) Opening Weir Coefficient (typical value 2.3-3.7) Cw (C) Opening Orifice Coefficient (typical value 0.60 - 0.70) Co (C)' 31 Inlet Interception Capacity (assumes clogged condition) Q. Capacity IS GOOD for Minor and Major Storms (>Q PEAK) O P— REQUIRED MINOR MAJOR Denver No. 16 Valley Grate 2.00 2.00 1 1 6.0 6.0 MINOR MAJOP 3.00 3.00 1.73 1.73 0.31 0.31 0.50 0.50 3.60 3.60 0.60 0.60 MINr1R MA.InR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A riches nches 13 Override Depths eet eet eet fiches tches egrees eet Basin Al - INLET.Asm, Inlet In Sump 3/11/2015, 2:38 PM DESIGN PEAK FLOW FOR ONE-HALF OF STREET OR GRASS -LINED CHANNEL BY THE RATIONAL METHOD Project: Starbucks - 32nd Ave & Youngfield St Inlet ID: Basin A2 - DP 2 OVERLAND OW SIDE I STREET I OVERLAND FLOW GUTTER FLOW GUTTER PLUS CARRYOVER FLOW Show Details ROADWAY CENTERLINE (local peak flow for 12 of street OR grass -lined channel). `QKnown H you enter values in Row 14, skip the rest of this sheet and proceed to sheet Q -Allow or Are Design Storm Return Period, T, Return Penod One -Hour Precipitation, Pt C, Cz C3 User -Defined Storm Runoff Coefficient (leave this blank to accept a calculated value), C User -Defined 5 -yr. Runoff Coefficient (leave this blank to accept a calculated value), Cs Bypass (Carry -Over) Flow from upstream Subcatchments, Qe Total Design Peak Flow, Q =1 1.06 2.64 cis Ih-t F �,Errd IN THIS SECTION IN THE TIONS BELOW. Basin A2 - INLET.xlsm, Q -Peak 3/11/2015, 2:36 PM Subcatchment Area Acres Percent Imperviousness - Site Type: Rows Developed For: NRCS Soil Type = A, B, C, or D L-7 0 Street InletsSlope(ftLong"(fl) OverlandFlow = --- Channnell Flow =11 Design Storm Return Period, T, Return Penod One -Hour Precipitation, Pt C, Cz C3 User -Defined Storm Runoff Coefficient (leave this blank to accept a calculated value), C User -Defined 5 -yr. Runoff Coefficient (leave this blank to accept a calculated value), Cs Bypass (Carry -Over) Flow from upstream Subcatchments, Qe Total Design Peak Flow, Q =1 1.06 2.64 cis Ih-t F �,Errd IN THIS SECTION IN THE TIONS BELOW. Basin A2 - INLET.xlsm, Q -Peak 3/11/2015, 2:36 PM INLET IN A SUMP OR SAG LOCATION Project = Starbucks - 32nd Ave & Youngfield St Inlet ID = Basin A2 - DP 2 ,�-Lo (C)-�' H -Curb H -Ven Wo W Lo (G) of InletInlet Type : I Depression (additional to continuous gutter depmssion'a' from'Q-Allow') 2 -:ler of Unit Inlets (Grate or Curb Opening) No : r Depth at Flowline (outside of local depression) Ponding Depth . Information 0.10 th of a Unit Grate Lo (G)° i of a Unit Grate Wo' Opening Ratio for a Grate (typical values 0.15-0.90) A,.o' ling Factor for a Single Grate (typical value 0.50 - 0.70) C, (G) : Weir Coefficient (typical value 2.15 - 3.60) Cw (G) : Orifice Coefficient (typical value 0.60 - 0.80) Co (G) Opening Information Ih of a Unit Curb Opening Lo (C)' it of Vertical Curb Opening in Inches H-: nl of Curb Orifice Throat in Inches Hm,onr of Throat (see USDCM Figure ST -5) Theta Width for Depression Pan (typically the gutterwidth of 2 feet) WPM ling Factor for a Single Curb Opening (typical value 0.10) C, (C) Opening Weir Coefficient (typical value 2.3-3.7) C.„ (C) Opening Orifice Coefficient (typical value 0.60 - 0.70) Co (C)' al Inlet Interception Capacity (assumes clogged condition) % ` Capacity IS GOOD for Minor and Major Stones (>Q PEAK) O aEw<eeoui-' MINOR MAJOR Wheat Ridge Combination 2.00 2.00 inches 1 1 6.0 6.0 inches MINOR MAJOR O Override Depths 2.75 2.75 feet 1.37 1.37 feet 0.65 0.65 0.50 0.50 3.60 3.60 0.67 0.67 MINOR MAJOR 2.88 2.68 6.00 6.00 5.25 5.25 0.00 0.00 2.00 2.00 0.10 0.10 360 360 0.67 0.67 M eet nches nches legrees eet Basin A2 - INLET.Asm, Inlet In Sump 3/11/2015, 2:36 PM n . . , ' n W �LZ {fT54 K��I N . r . ?i 10'0244 •f6 ; ' R r r , r . . r • : r . , r g k� r r . • . 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I ail �7. - I l� I � � 4 I ----- I. a I „ --- , - l; -- _\Nf- 133?J1S O131dONf10A r---------- ------------------ ---__------------ 01 City of WheatRdge COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date: March 30, 2015 Response Due: April 14, 2015 The Wheat Ridge Community Development Department has received a request for approval of a two -lot consolidation plat on property zoned Planned Commercial Development (PCD) located at 3210 Youngfield and 12755 W. 32nd Avenue. Case No.: MS -15-01 /Starbucks Consolidation Request: Approval of a consolidation plat to facilitate construction of a new restaurant with drive-through in the Applewood Village Shopping Center. The property .8 acres in size. A Specific Development Plan (SDP) has been submitted for the property for approval of a specific Development Plan (SDP). It is being referred out under separate cover pursuant to Case No. WZ-15-02. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. No response from you will constitute having no objections or concerns regarding this proposal. If you need further clarification, contact the case manager. Case Manager: Meredith Reckert Voice: 303.235.2848 Fax: 303.235.2857 Email: mreckert@ci.wheatridge.co.us Distribution Consolidated Mutual Water Northwest Lakewood Sanitation Wheat Ridge Fire District CenturyLink Xcel Energy CDOT Wheat Ridge Public Works Wheat Ridge Police Wheat Ridge Building Division Wheat Ridge Economic Development "The Carnation City" I 63 Stewart title Date: March 18, 2015 File Number: 01330-56928 Property: 3210 Youngfield Street, Wheat Ridge, CO 12755 West 32nd Avenue, Wheat Ridge, CO Please direct all Title inquiries to: Lynda Rosamond Phone: (303) 780-4012 Email Address: lynda.rosamond@stewart.com OWNER: U.S. Retail Partners, LLC Attn: Eric Chekal Delivery Method: Emailed Stewart Title - Denver Commercial 55 Madison Street, Suite 400 Denver, CO 80206 SURVEYOR: Point Consulting, LLC Attn: Cameron Watson Delivery Method: Emailed We Appreciate Your Business and Look Forward to Serving You in the Future. ALTA Commitment (6/17/06) ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by.- Stewart y: Stewart Title - Denver Commercial 55 Madison Street, Suite 400 Denver, CO 80206 (303) 331-0333 stieWaft title guaranty company Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No. 01330-56928 004 -UN ALTA Commitment (6/17/06) Matt Morris President and CEO Denise C rraux Secretary AMERICAN tANll 71111 A�l(lt 1A1I()N CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2, 000, 000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< ham://www. alta. orph. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No. 01330-56928 004 -UN ALTA Commitment (6/17/06) AM RICAN [ANP MH w+�zx innuH COMMITMENT FOR TITLE INSURANCE SCHEDULE A File No.: 01330-56928 1. Effective Date: March 12, 2015, at 5:30 PM 2. Policy or Policies to be issued: Amount of Insurance (a) A.L.T.A. Owner's Policy Proposed Insured: (b)A.L.T.A. Loan Policy Proposed Insured: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to the referenced estate or interest in said land is at the effective date hereof vested in: U.S. Retail Partners, LLC, a Delaware limited liability company 5. The land referred to in this Commitment is described as follows: See Attached Legal Description Purported Address: STATEMENT OF CHARGES 3210 Youngfield Street These charges are due and payable Wheat Ridge, CO before a policy can be issued 12755 West 32nd Avenue Wheat Ridge, CO Commercial Rate: To Be Determined Commitment Fee"": $500.00 Extra Parcel Fee $100.00 Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No. 01330-56928 CO STG ALTA Commitment Sch A STO (Schedule Nos. 0214036 and 0214039) "" Will be applied to premium if policy issued. Page 1 of 3 STEWART TITLE GUARANTY COMPANY SCHEDULE A LEGAL DESCRIPTION PARCEL A: A tract or parcel of land No. A300 of the Department of Transportation, State of Colorado, Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows: That portion of the South 530 feet of the West 610 feet of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West, County of Jefferson, State of Colorado, described as: BEGINNING at a point on the Northeast corner of the intersection of West 32nd Avenue and Youngfield Street, thence East along the North line of West 32nd Avenue, a distance of 140.00 feet; thence North at 89 degrees 37 minutes, a distance of 150.00 feet; thence West at 90 degrees 23 minutes, a distance of 140.00 feet; thence South at 89 degrees 27 minutes, a distance of 150.00 feet to the POINT OF BEGINNING. EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge by deed recorded February 15, 1990 at Reception No. 90013512. FURTHER EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by deed recorded October 26, 2011 at Reception No. 2011096812. PARCEL B: A tract or parcel of land No. A301 of the Department of Transportation, State of Colorado, Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows: That part of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, described as follows: BEGINNING at a point 200 feet East of the West line of the Southeast quarter of the Northwest quarter of said Section 29, and 30 feet North of the South line of the Northwest quarter of said Section, thence North 0°51.8' West and parallel with the West line of the Southeast quarter of the Northwest quarter of said Section, a distance of 150 feet; thence North 890 31.2' East and parallel with the South line of the Northwest quarter of said Section, 150 feet; thence South 00 51.8' East, a distance of 150 feet; thence South 890 31.2' West 150 feet to the POINT OF BEGINNING. EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by deed recorded October 26, 2011 at Reception No 2011096840. Said Parcels A and B are also known as: A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, being more particularly described as follows: COMMENCING at the Southwest corner of the said Southeast quarter of the Northwest quarter of Section 29 from whence the center of Section 29 bears N 890 31'42" E, a distance of 1322.42 feet with all bearings herein relative thereto; Thence N 000 51'48" W along the West line of the said Southeast quarter of the Northwest quarter of Section 29, a Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMtatC�M All other uses are prohibited. Reprinted under license from the American Land Title Association. ywn,�ii File No. 01330-56928 Page 2 of 3 STEWART TITLE CO STG ALTA Commitment Sch A STO GUARANTY COMPANY distance of 180.00 feet; Thence N 890 31'42" E, a distance of 60.00 feet to the POINT OF BEGINNING, said point being on the East right-of-way for Youngfield Street; Thence N 890 31'42" E, a distance of 289.91 feet to a point on the Westerly boundary of Lot 1, Applewood Village Shopping Center Subdivision recorded at Reception No. F0193712 in the office of the Clerk and Recorder for Jefferson County; Thence S 000 51'48" E along said West line, a distance of 121.00 feet to a point on the North right-of-way for W. 32nd Ave. ; Thence the following two courses along said North right-of-way; 1. S 890 31'42", a distance of 250.68 feet to a point of tangent curvature; 2. Along the arc of a 39.50 foot radius curve to the right through an angle of 890 36' 53", an arc distance of 61.78 feet having a chord that bears N 45° 39' 51" W, a distance of 55.67 feet to a point on the said East right-of-way for Youngfield Street; Thence N 000 51'48" W along said right-of-way, a distance of 81.76 feet to the POINT OF BEGINNING; County of Jefferson, State of Colorado Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMllr(.4p All other uses are prohibited. Reprinted under license from the American Land Title Association. cnw,i,' File No. 01330-56928 Page 3 of 3 STEWART TITLE CO STG ALTA Commitment Sch A STO GUARANTY COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART I File No.: 01330-56928 The following are the requirements to be complied with: 1. Payment to or for the account of the grantor(s) or mortgagor(s) of the full consideration for the estate or interest to be insured. 2. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. 3. NOTE: This product is for informational purposes only. It is not a title insurance product and does not provide any form of coverage. This product is not a guarantee or assurance and does not warrant, or otherwise insure any condition, fact or circumstance. This product does not obligate this Company to issue any policies of title insurance for any subsequent transaction based on the information provided or involving the property described herein. The limit of liability of Stewart Title Company for any causes of action directly or indirectly related to the search service shall be, in the total amount, limited to the charge paid under this agreement, $500.00, or $2,000, whichever is greater. NOTE: This commitment is issued for informational purposes only at the request of Eric Chekal. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. kht!2gP M All other uses are prohibited. Reprinted under license from the American Land Title Association. L?�.° Ism File No. 01330-56928 Page 1 of 1 STEWART TITLE CO STG ALTA Commitment Sch B I GUARANTY COMPANY ' COMMITMENT FOR TITLE INSURANCE SCHEDULEB PART II File No.: 01330-56928 Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the Land and not shown by 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 by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Minerals of whatsoever kind, subsurface and surface substances, in, on, under and that may be produced from the Land, together with all rights, privileges, and immunities relating thereto, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records or listed in Schedule B. 7. Water rights, claims or title to water. 8. Any and all unpaid taxes and assessments and any unredeemed tax sales. 9. Reservation of oil, gas, and other minerals contained in Warranty Deed recorded September 24, 1962 in Book 1524 at Page 64. (Affects Parcel A) NOTE: The Company makes no representation as to the present ownership of any such interests. There may be leases, grants, exceptions or reservations of interests that are not listed. 10. Right -of -Way Agreement granted to The Mountain States Telephone and Telegraph Company, a Colorado corporation recorded October 1, 1975 in Book 2775 at Page 119. (Affects Parcel B) 11. City of Wheat Ridge, Colorado Horizontal and Vertical Control Base Map recorded February 12, 1992 at Reception No. 92015075. 12. The following matters disclosed by ALTA/ACSM Land Title Survey dated August 21, 2013, last revised December 18, 2013, prepared by Cameron M. Watson, PLS No. 38311, for and on behalf of Point Consulting, LLC, as Job Number 13.08.049, to wit: a) Existing asphalt and trash enclosure encroach onto the property adjoining Parcel A to the South. b) Retaining wall and fencing do not coincide with the boundary lines of subject property. c) Telephone line and pedestals exist on Parcel A and are not located within recorded easements. d) Telephone lines are located outside the easement recorded in Book 2775 at Page 119. 13. Any existing leases or tenancies, and any and all parties claiming by, through or under said lessees. NOTE: The present ownership of the leaseholds created by said leases, if any, referenced above and other matters affecting the interest of the lessees are not shown herein. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. aMrrtcAN All other uses are prohibited. Reprinted under license from the American Land Title Association. iAwn Mir File No. 01330-56928 Page 1 of 2 STEWART TITLE CO STG ALTA Commitment Sch B II STO GUARANTY COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. aarxiCAN All other uses are prohibited. Reprinted under license from the American Land Title Association. File No. 01330-56928 Page 2 of 2 STEWART TITLE CO STG ALTA Commitment Sch B II STO GUARANTY COMPANY Stewart Title - Denver Commercial MINERAL DISCLOSURE To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure: 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 include the right to enter and use the property without the surface owner's permission. NOTE: THIS DISCLOSURE APPLIED ONLY IF SCHEDULE B, SECTION 2 OF THE TITLE COMMITMENT HEREIN INCLUDES AN EXCEPTION FOR SEVERED MINERALS. File Number: 01330-56928 Page 1 of 1 CO Disclosures Comrcl City of d W h6, at COMMUNITY DEVELOPMENT Cftr G'Vh'WMid smtdW9 7500 w.. 29g' Ave. Wheat Ridge, l70 80033.8001 P: 303.?35,Z$46 F.-303.235.2857 NOTICE TO MINERAL ESTATE OWNERS APPLCM78. You must submit this completed farm to the Commw* Development Departmew no later Me" tw (10) days beibm the public hearing are yatnr appbCahm FeWm to c+DMPIS(9 and submit this Cu 1&'ft& m of Not+oe shat! mute WAdwd grormds tO ►eschedkd9 yrwr pubft heaft. Regency Centers, L.P. the Will Darnrath . as VP, Regional Officer 09with managing member of US Retall Mint nam) (Podd= Jab Tift) (Enfit9 appbft fix PaMWOMMd) (hereinafter, referred to as the "Applicant' ), do hereby certify that notice of the applicae m for Consolidation Plat (NEC 32nd & Youngfield) set far public hewing on m acnbe "0 0f+R%C8 i=) .20_, has been sent to all mhmw estate owners at least thirty (30) &ys before the public hearing, as requited by 6 24-65.5-103(1), C.R.S., or, in the alternative, that the records of the Ieffirsom County Cleric and Recorder do not identify any mineral estate owners of any portion of the party subject to the above referenced application. -OR l _! Check here if there are no mineral estate owners of any portion of the subject property. I hereby further cer* that I am authorized by the Applicant to make representations contained herein and act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these representations by my signature below. Dated this 19 day of March P2015 �_� W heat Iudge BLIC WORKS Geodetic Surveying Requirements for Final Plats TITLE OF PLAT: Applewood Village Shopping Center Subdivision Filing No. 2 Notice to Surveyor: 4 Initial each item as completed. This form shall accompany the Final Plat submittal. CMkv 1. All distances for the above referenced Plat are shown using (ground) modified State Plane measurements (U.S. survey feet rounded to the nearest 0.01') consistent with the Current City Datum, AND the following datum information is shown on the Final Plat: a. The Current City Datum Coordinate System used is a ground-based modified form of the NAD83/92 State Plane Coordinate System, Colorado Central Zone 0502. b. Vertical Datum used is the North American Vertical Datum of 1988 (NAVD88). c. Ground to Grid Combined Scale Factor is 0.99974780300, scaled from base point PHAC 1 (Permanent High Accuracy Control Point #1) having the following NAD83/92 State Plane CAM coordinates: PHAC 1: Northing: 1701258.75, Easting: 3118217.58, Elevation: 5471.62. 2. Modified State Plane coordinates consistent with the Current City Datum are shown on the Final Plat to the nearest one-hundredth of a foot (0.01') for all property boundary corners, angle CMW point(s), and for all point(s) of curvature/tangency. 3. The following curve data for the site boundary, and for all lot lines and easement boundaries, shall be shown on the Final Plat. All angular measurements shall be to the nearest second and all distances to the nearest 0.01': a. Arc length. b. Chord length. c. Chord bearing. d. Central angle (delta). CMW e. Radius. 4. The Section Tie control points shall be on the Current City Datum and shown using (ground) modified State Plane distances and bearings with the Latitude/Longitude and modified State Plane coordinates shown per City of Wheat Ridge published values. All associated property boundary corners shall be in modified State Plane values consistent with the Current City Datum; a minimum of two (2) property boundary corners of the site shall be tied to any of the three (3) following control point types within the City of Wheat Ridge network: a. Section corners. b. Quarter -section corners. CMW c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points. 5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge monuments selected to establish the modified State Plane (Current City Datum) bearings used for the Plat. Specify the City monument identification number, the Current City Datum coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of Bearing, and show the modified State Plane distances and bearings between them. Rev 11/12 CMpv 6. The following information is included on the Plat for all monuments used: a. The City -based monument identification number. CAIN 7. Modified State Plane coordinates on the Current City Datum (as supplied by the City). 7. Provide one (1) 24"X 36" paper copy on the Current City Datum as listed on this Plat, with all bearings relative to the Current City Datum Basis of Bearing, and all coordinates relative to said CAM Current City Datum. 8. Two digital riles of the Final Plat positioned correctly on the Current City Datum have been provided with the Plat submittal as follows: a. One (1) file in the currently acceptable version of AutoCAD DWG fonnat (please contact the Department of Public Works at 303.235.2861 for version info). CMw b. One (1) file in Adobe PDF format. 9. A Closure Report showing the error of closure for the platted area was provided with the plat submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing) CMwmeasurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws. 10. The following statement is included on the plat: "Per Colorado Revised Statutes Sec. 38-51-106 (L), all lineal units depicted on this Land Survey Plat are U.S. Survey Feet. One Meter equals 39.37 divided by 12 U.S. Survey Feet according to the National Institute of Standards and CMW Technology. " 11. Per C.R.S. 38-52-106, the Final Plat shall contain a Statement of Accuracy, as defined by the National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the Final Plat. The form of the Statement of Accuracy shall be: The geodetic point coordinate data shown herein has been derived from the NAD 83 HARN State Plane Colorado Central FIPS 0502 Coordinate System, and has a horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence level, as defined in the Geospatial Positioning Accuracy Standards of the Federal Geodetic Control Subcommittee (FGDC-STD-007.2-1998). I hereby acknowledge all the above requirements have been addressed in a full and complete manner. Cameron M. Watson, PLS Surveyor Name (Please Print) Point Consulting, LLC Firm a0&&)j 44jr�. Surveyor Signature 03.24.15 Date For information pertaining to Section and Quarter Corner information, PHAC points, benchmarks, or for general City surveying monumentation information, please visit the City of Wheat Ridge website at: www.ci.wheatridimco.us Or contact the Department of Public Works, Engineering Division at 303.235.2861. Rev 11/12 V Point Consulting, LLC 0 March 24, 2015 Boundary Closure Closure Summary Precision: Error distance: Error direction: Area: Square area: Perimeter: Point of Beginning Easting: Northing: Side 1: Line Direction: Angle: Deflection angle Distance: Easting: Northing: Side 2: Curve Curve direction: Radius: Arc length: Delta angle: - Tangent: Chord direction: Chord angle: Deflection angle Chord distance: Easting: Northing: 1 : 113367.671' 0.007' S13* 16'43.08"E 34746.79 Sq. Ft. 34746.786 805.130' 101624.6055' 703076.3041' 589* 29'29.00"W [089.4914 (d)] [-090.5086 (d)] 250.680' 101373.9354' 703074.0789' Clockwise [39.498'] 61.780' 089.6147 (d) [39.233] N45° 42' 04.00"W [-135.1925 (d)] [044.8075 (d)] 55.670' 101334.0920' 703112.9589' Side 3: Line Direction: Angle: Deflection angle Distance: Easting: Northing: Side 4: Line Direction: Angle: Deflection angle Distance: Easting: Northing: Side 5: Line Direction: Angle: Deflection angle Distance: Easting: Northing: o: AL Ll NOO° 54' 01.00"W [179.9935 (d)] [-000.0065 (d)] 81.760' 101332.8074' 703194.7088' N89° 29' 29.00"E [-089.6083 (d)] [090.3917 (d)] 289.910' 101622.7060' 703197.2823' SOO' 54'01.00"E [-090.3917 (d)] [089.6083 (d)] 121.000' 101624.6071' 703076.2972' 8341 S. Sangre De Cristo, Suite 102, Littleton, CO 801271720-258-68361 www.pnt-llc.com 2013145574 12120/2013 2:23 PM PGS a $36.00 DF $0.00 Electronically Recorded Jefferson County, CO Pam Anderson. Clerk and Recorder TD1000 Y WHEN RECORDED, RETURN TO: SPECIAL WARRANTY DEED (Jefferson County, Colorado) STATE OF COLORADO KNOW ALL PERSONS BY THESE PRESENTS: COUNTY OF JEFFERSON That LONGS PEAK METROPOLITAN DISTRICT, a quasi -municipal corporation and political subdivision of the State of Colorado ("Granto,I"), for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration to it in hand paid by U.S. RETAIL PARTNERS, LLC, a Delaware limited liability company ("Grantee"), whose address is set forth below, has GRANTED, SOLD and CONVEYED, and by these presents does hereby GRANT, BARGAIN, SELL and CONVEY, unto Grantee all of the real property situated in Jefferson County, Colorado and more particularly described on Exhibit A, which is attached hereto and made a part hereof for all purposes, and any improvements located on such real property, together with Grantor's rights, titles and interests in and to any and all rights, benefits, privileges, easements, tenements, and appurtenances thereon and pertaining thereto, including all of Grantor's right, title and interest in and to any adjacent streets, roads, alleys, easements and rights-of-way (collectively, the "Pr ert '), subject, however, only to those matters set forth on Exhibit B attached hereto and made a pari hereof for all purposes (the "Permitted Exceptions"). TO HAVE AND TO HOLD the Property unto Grantee and its successors and assigns forever IN FEE SIMPLE; and Grantor does hereby bind itself and its successors and assigns to WARRANT AND FOREVER DEFEND all and singular the Property unto Grantee and successors and assigns against every person whomsoever Iawfully claiming or to claim the same, or any part thereof, by, through or under Grantor, but not otherwise, subject to the Permitted Exceptions. (SIGNATURE PAGE IMMEDIATELY FOLLOWS) {000$5211} GarOcrel)l - 6391949,.1 SKLD, Inc. SW SKL13503 JF 145574-2013.001 IN WITNESS WJIEREOF, this Special Warranty Deed has been executed by Grantor to be effective as of the day of December, 2013. GRANTOR: LONGS PEAK METROPOLITAN DISTRICT, a quasi -municipal' corporation and political subdivision of the State of Colorado STATE OF COLORADO This istjumt was acknowledged befe o� mon this day of December, 2013, by ,- .4.4 4GGca��. /`� er�� of LONGS PEAK METROPOLITAN DISTRICT, a quasi -municipal corporation and political subdivision of the State of Colorado. Grantee's Address: U.S. Retail Partners, LLC 8480 East Orchard. Road, Suite 6900 Greenwood Village, Colorado 80111 {00085211} GsudecD i - 6391949-.1 SKLD, Inc. SW SKL13503 JF 145574-2013.002 Notary Public Signature My commission expires:����,5 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY {0008521 1) G"cre0l - 6391949v. i SKLD, Inc. SA SKL13503 JF 145574-2013.003 Legal Description PARCEL A: A tract or parcel of land No. A300 of the Department of Transportation, State of Colorado, Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows: That portion of the South 530 feet of the West 610 feet of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West, County of Jefferson, State of Colorado, described as: BEGINNING at a puint on the Northeast corner of the intersection of West 32" d Avenue and Youngfield Street, thence East along the North line of West 32°d Avenue, a distance of 140.00 feet; thence North at 89 degrees 37 minutes, a distance of 150.00 feet; thence West at 90 degrees 23 minutes, a distance of 140.00 feet; thence South at 89 degrees 27 minute, a distance of 150.00 feet to the POINT OF BEGINNING. EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge by deed recorded February 15, 1990 at Reception No. 90013512. FURTHER EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by decd recorded October 26, 2011 at Reception No. 2011096812. PARCEL B: A tract or parcel of land No_ A301 of the Department of Transportation, State of Colorado, Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows: That part of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, described as follows: BEGINNING at a point 2.00 feet East of the West line of the Southeast quarter of the Northwest quarter of said Section 29, and 30 feet North of the South line of the Northwest quarter of said Section, thence North 0151.8' West and parallel with the West line of the Southeast quarter of the Northwest quarter of said Section, a distance of 150 feet; thence North 89° 31.2' East and parallel with the South line of the Northwest quarter of said Section, 150 feet; thence South 0° 51.8' East, a distance of 150 feet; thence South 891 31.2' West 150 feet to the POINT OF BEGINNING. SKLD, Inc. SW SKL13503 JF 145574-2013.004 EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by deed recorded October 26, 2011 at Reception No 2011096840. Said Parcels A and B are also known as: A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, being more particularly described as follows: COMMENCING at the Southwest corner of the said Southeast quarter of the Northwest quarter of Section 29 from whence the center of Section 29 bears N 89° 3 P 42" E, a distance of 1322.42 feet with all bearings herein relative thereto; Thence N 00° 51' 48" W along the West line of the said Southeast quarter of the Northwest quarter of Section 29, a distance of 180.00 feet; Thence N 89° 31' 42" E, a distance of 60.00 feet to the POINT OF BEGINNING, said point being on the East right-of-way for Youngfield Street; Thence N 89° 3l' 42" E, a distance of 289.91 feet to a point on the Westerly boundary of Lot 1, Applewood Village Shopping Center Subdivision recorded at Reception No. F0193712 in the office of the Clerk and Recorder for Jefferson County; Thence S 00° 51' 48" E along said West line, a distance of 121 AO feet to a point on the North right-of-way for W. 32"d Ave.; Thence the following two courses along said North right-of-way; 1. S 890 31'42", a distance of 250.68 feet to a point of tangent curvature; 2. Along the are of a 39.50 foot radius curve to the right through an angle of 89° 36' 53", an are distance of 61.78 feet having a chord that bears N 45° 39' 51" W, a distance of 55.67 feet to a point on the said East right-of-way for Youngfield Street; Thence N 00° 51' 48" W along said right-of-way, a distance of 81.76 feet to the POINT OF BEGINNING; County of Jefferson, State of Colorado SKID, Inc. SW SKL13503 JF 145574-2013.005 PERMITTED EXCEPTIONS 1. Reservation of oil, gas, and other minerals contained in Warranty Deed recorded September 24, 1962 in Book 1524 at Page 64. (Affects Parcel A) 2. Right -of -Way Agreement granted to The Mountain States Telephone and Telegraph Company, a Colorado corporation recorded October 1, 1975 in Book 2775 at Page 119, as shown of Survey dated August 21, 2013, last revised December 18, 2013, preparod by Cameron M. Watson, PLS No. 38311, for and on behalf of Point Consulting, LLC, Job No. 13.08.049. (Affects Parcel B) 3. City of Wheat Ridge, Colorado Horizontal and 'Vertical Control Base Map recorded February 12, 1992 at Reception No. 92015075. GaiemOl - 639194".1 SKID, Inc. SW SFL13503 JF 145574-2013.006 Consolidation Plat Narrative for Northeast Corner of West 32nd Avenue and Youngfield Street Date: March 25, 2015 PropertV: Two Lots - 3210 Youngfield Street and 12755 West 32 d Avenue, Wheat Ridge, Colorado 80033 ("Property"). Assessor Parcel Numbers 39-292-00-015 and 39-292-00-016. Request: Approval of a Consolidation Plat to eliminate a common lot line between the two existing lots. The resultant will be a single lot which is intended to allow for a single building on the subject Property Proposed Lot Changes: This lot combination will make one lot suitable for the development of a commercial building with drive-through facilities. Vehicle access is proposed to be allowed by a few necessary access points to West 32nd Avenue and Youngfield Street for ingress and/or egress and an interconnecting drive access to the Applewood Village retail center. The specific layout and supplemental documents and reports of the proposed development were provided in the Specific Development Plan application recently made to the City of Wheat Ridge. 10 Ir City of 1�rwh6atpudee LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29t" Avenue • Wheat Ridge, CO 80033 0 Phone (303) 235-2846 (Please print or type all information) rt Sz C R.0 H a4� 9-1.1 Applicant Z�Ge� L,s , C�-''o-"�S;L� Address 'r City�R��tt+r� IL,� _ State Co 00 GueeLu�o Yzb,PhonOe3)3e.- S Zip 710 I I 1 Fa:(3�� q 1 - Lo 9m S` STr- Owner U• > IL • ` czrr rS f"L�ddress ��E�o g ,a t }Zae,,i9cy Phone City ,- cE State Zip_ mea f f 1 Fax% sT2:, Contact R .C-- C 4-t C' I Address C )x,.f Aw:,A IL -e, 69oy PhoneC3) 3 zo - S 3 City Gtt,, I t A State C Ea Zip 2o f f I Fax C3")4ag1-.e_9,& 5 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) 32 1 O Ycx.+iU". �--r Qu--. Location of request (address): (2 575 W. 32 t­� ,Qk_, Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirements, incomplete applications will not be accepted O Change of zone or zone conditions O Special Use Permit O Subdivision: Minor (5 lots or less) X Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots) O Flood Plain Special Exception O Site Plan approval O Temporary Use, Building, Sign O Lot Line Adjustment O Concept Plan approval O Variance/Waiver (from Section } O Planned Building Group 9 r O Right of Way Vacation O Other: Detailed description of request: V 1�cAvr� ��, �� �,�, �4 L'07 C- A- , r C.. /A'Ca- �`k�c. L -V S / asi^o J/—Co L C C- Ca'� Required information: '3 9 - Z ct z - e o - e>, 5 Assessors Parcel Nurnber:__3n- 2 2, - o I Size of Lot (acres or square footage): O,'j 9 7 A G Current Zoning: PC. Proposed Zoning: � Current Use: V tom. ,_,-r Proposed Use: R I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in f ling this application, I am acting with the knowledge and consent ofthose persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submitpower-of-attorneyfrom the own which app ved of th' tion on his behalf. Notarized Signature of Applicant State of Colorado County of Arapahoe } ss The foregoing instrument (Land Use Processing Analication) was acknowledged by me this /7 day of fA 4401 .20 1 S by E r, e. CA eira,! CARRIE J. MYERS NOTARY PUBLIC STATE OF COLORAoo Notary Public NOTARY ID 20084041189 p �� MY COMMISSION EXPIRES IN09M016 My commission expires i2- l t7 9 /20 To be filled out by staff: Date received Comp Plan Design. Related Case No. Fee $ Receipt No. Case No. Zoning Quarter Section Map Pre -App Mtg. Date Case Manager _....__......_------ ..�......rv...._..,, Case No. MS1501 Date Received 3/25/2015 Related Cases WZ1502 Case Planner Reckert __. ___ _..._ _ _._._-_._- �_. rive__. Case Descripfior Two lot consolidation for a Starbucks Cafe with adrive-through Notes Status ':Closed Storage: I -_....