Loading...
HomeMy WebLinkAbout1171 Prelim Plat and Prelim Development Plan -Quik TripBILL NO. 2012-079 ORDINANCE NO. 1171 AN ORDINANCE APPROVING THE PRELIMINARY PLAT AND A PRELIMINARY DEVELOPMENT PLAN FOR THE NORTHWEST CORNER OF NW VIVION ROAD AND NW GATEWAY ROAD IN THE CITY OF RIVERSIDE, PLATTE COUNTY, MISSOURI. WHEREAS, Application No. PC12-18, submitted by Quik Trip Corporation requesting approval of a preliminary plat and preliminary development plan for the northwest corner of NW Vivian Road and NW Gateway Road in the City of Riverside, Platte County, Missouri, was referred to the Planning Commission; and WHEREAS, the Planning Commission considered the application on December 13, 2012 and rendered a report to the Board of Aldermen recommending that the preliminary plat and preliminary development plan be approved; and WHEREAS, the Board of Aldermen considered the request and find it is in the best interests of the City of Riverside, Missouri to approve the preliminary plat and preliminary development plan for Quik Trip Corporation as set forth herein; NOW THEREFORE, BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS: SECTION 1 - APPROVAL OF PRELIMINARY PLAT AND PRELIMINARY DEVELOPMENT PLAN. That the Preliminary Plat and the Preliminary Development Plan for the northwest corner of NW Vivion Road and NW Gateway Road in the City of Riverside, Platte County, Missouri, a true and correct copy of which is attached hereto and incorporated herein, is hereby approved, affecting the property legally described in Exhibit "A" attached hereto. Approval of the Preliminary Plat and Preliminary Development Plan herein shall be considered acceptance of the overall general planning concepts only and shall not constitute acceptance of the subdivision and plan by the City SECTION 2 - REPEAL OF ORDINANCES IN CONFLICT. All ordinances or parts of ordinances in conflict with this ordinance are hereby repealed. SECTION 3 - SEVERABILITY CLAUSE. The provisions of this ordinance are severable and if any provision hereof is declared invalid, unconstitutional or unenforceable, such determination shall not affect the validity of the remainder of this ordinance. SECTION 4 - EFFECTIVE DATE. This ordinance shall be in full force and effect from and after the date of its passage and approval. BE IT REMEMBERED that the above was read two times by heading only, PASSED AND APPROVED by a majority of th Board of Al rmen and APPROVED by the Mayor of the City of Riverside, Missouri, this 18th day of December 2012. /s/ Kathleen L. Rose Kathleen L. Rose, Mayor ATTEST: /s/ Robin Littrell Robin Littrell, City Clerk Approved as to form: /s/ Nancy Thompson Nancy Thompson, City Attorney BILL NO. 2012-079 ORDINANCE NO. Exhibit A LEGAL DESCRIPTION November 9, 2012 LEGAL DESCRIPTION PRELIMINARY PLAT/ PRELIMINARY DEVELOPMENT PLAN QUIKTRIP STORE NO. 170R CITY OF RIVERSIDE, PLA'F1'E COUNTY, MISSOURI All that part of Lots 1 through 7 inclusive, and all of Lots 8 through 24 inclusive, and that part of vacated Warren Road, all within BRENNER RIDGE, a subdivision in the City of Riverside, Platte County, Missouri, and all that part of NW 1 /4 of Section 4, Township 50 North, Range 33 West of the 5th Principal Meridian, City of Riverside, Platte County, Missouri, being more particularly described as follows: Commencing at the Southeast comer of the NW1/4 of said Section 4; thence N 0° 27' 21" E, along the East line of the NW1/4 of said Section 4, a distance of 1296.26 feet, to the Southeast corner of the NE1/4 of the NW1/4 of said Section 4; thence N 89° 01' 25" W, along the South line of the NE1/4 of the NW1/4 of said Section 4, a distance of 59.58 feet, to the true point of beginning of subject tract; thence S 21° 16' 21" W, a distance of 92.49 feet; thence S 44° 13' 05" W, a distance of 74.11 feet, to a point on the Northwesterly right-of-way line of NW Vivion Road (U.S. 69 Highway) as now established; thence continuing Southwesterly along the Northwesterly right-of-way line of said NW Vivion Road (U.S. 69 Highway), said line being a curve to the left having a radius of 2341.83 feet, a central angle of 4° 00' 42", a chord bearing of S 44° 13' 05" W and a chord distance of 163.94 feet, an arc distance of 163.97 feet; thence S 39° 30' 10" W, along the Northwesterly right-of-way line of said NW Vivion Road (U.S. 71 Highway), a distance of 41.73 feet; thence N 25° 21' 32" W, a distance of 82.64 feet; thence N 10° 31' 34" W, a distance of 45.94 feet; thence S 77° 45' 03" W, a distance of 194.82 feet, to a point on the centerline of Jumping Branch creek, as now located; thence N 3° 24' 17" W, along. the centerline of said Jumping Branch creek, a distance of 133.93 feet; thence N 4° 08' 25" E, continuing along said centerline, a distance of 84.88 feet to a point on said South line of the NE1/4 of the NW1/4 of said Section 4; thence N 89° 01' 25" W, along the South line of the NE1/4 of the NW1/4 of said Section 4, a distance of 142.94 feet; thence N 0° 27' 21" E, parallel with the East line of the NW1/4 of said Section 4, a distance of 390.00 feet, to a point on the Southerly line of a tract of land described in Deed Book 813 at Page 919, Platte County, Recorder of Deeds office; thence S 89° 01' 25" E, along said Southerly line, a distance of 205.18 feet, to a point on the West line of Lot 31 of said Brenner Ridge; thence N 00° 27' 21" E, along the West line of said Lot 31, a distance of 10.02 feet, to a point on the Southerly line of said tract described in Deed Book 813 at Page 919; thence S 89° 01' 25" E, along said Southerly line, a distance of 280.01 feet, to the Northeast comer of Lot 25 of said Brenner Ridge; thence S 00° 27' 21"W, along the East line of said Lot 25, and parallel with the East line of the NW1/4 of said 120638-010\QT STORE NO. 170R\PPT desc.DOC CITY OF RIVERSIDE MISSOURI Upstream from ordinary. City of Riverside Staff Analysis Report Case Number PC12-18 Preliminary Development Plan/Plat NW Corner of NW Vivion Road and NW Gateway General Information Applicant: Quik Trip Corporation Location: 4825 41st Street Application: Preliminary Development Plan/Preliminary Plat Zoning: Cl-Commercial and R-3 Multi -Family Residential Existing Land Use: Restaurant, Retail Sales and Service, Multi -Family Residence Proposed Land Use: Convenient Store and Gas Station Procedure : The Preliminary Development Plan/Plat will be reviewed by the Planning Commission and the Board of Aldermen for approval. Overview The applicant, Quik Trip Corporation, is proposing a new convince store with gasoline sales. The site is approximately 7.5 acres. This is an assembly of 9 different parcels and 7 different property owners. The property is zoned for both residential and commercial use. The applicant has also proposed vacating a portion of the right-of-way for Vivion and Gateway and including it into this project. The proposed use is for a commercial business and it is sited on the property within the commercial zoning designation. The applicant is proposing a 5,720 square foot building and an 11,151 square foot canopy to cover the gasoline island. The site will have two access drives, one off of NW Gateway and one off of NW Vivion Road. Work is proposed to begin in March 2013 and be completed by January 2014. Preliminary Plat A preliminary plat is required to ensure that "the layout of the proposed subdivision conforms to this Chapter, the Comprehensive Plan and City Policy" (Section 400.240.8.a.1). The proposed subdivision will have only one lot. There is not a need for public improvements such as new streets, sanitary sewer lines or water lines. The City's Master Plan calls for the extension of a pedestrian trail along Jumping Branch Creek through the proposed project. The applicant has provided the majority of the information required for a preliminary plat. The following information is necessary: 1. Plat tied to the Geographic Reference System (Section 400.240.8.a.3.d.i) 2. Preparer's stamp and signature (Section 400.240.8.a.3.d.iii) 3. Title of the subdivision (Section 400.240.8.a.3.d.vi) 4. Notations for any easements, reservations or endorsements (Section 400.240.8.a.3.d.xviii) Page 1 of 3 Recommendation Based on the information provided, Staff recommends approval of the preliminary plat with the following conditions: 1. Plat tied to the Geographic Reference System (Section 400.240.8.a.3.d.i) 2. Preparer's stamp and signature (Section 400.240.8.a.3.d.iii) 3. Title of the subdivision (Section 400.240.8.a.3.d.vi) 4. Notations for any easements, reservations or endorsements (Section 400.240.8.a.3.d.xviii) 5. The applicant shall include a general utility easement within the area that was vacated to incorporate the utilities located therein. 6. The inclusion of language granting an easement to the City for a pedestrian trail along Jumping Branch Creek. Based on the information provided, Staff recommends approval of the preliminary development plan with the following conditions: 1. The landscape plan be revised to identify and include the correct number of trees 2. That the location and construction of a 2°' monument sign is conditioned upon the amendment of the City's sign code or the approval of the Board of Zoning Adjustment Page 3 of 3 QuikTrip Channel Letters Wall Sign CL-60R [drawing of front of building with 19' - 5" sign] 19'-5 1/4" WALL OPENING 19'-5" SIGN BACKGROUND LENGTH WITH RADIUS FRONT SCALE: 3/32"=1 '-0" 6' - 3" SIGN HEIGHT 6' - 7" WALL OPENING [drawing of 19' - 5" wide sign with 14' - 2" QuikTrip lettering] SCALE: 1/4"=1'-0" 1 1/2" DIAMETER BLACK VINYL REGISTRATION SYMBOL [drawing of sign from above looking down] 19'-5" SIGN BACKGROUND LENGTH WITH RADIUS FRONT SCALE: 1/4"=1'-0" SPECIFICATIONS: Letters 6" deep Channel Letters, 3/16" formed Cyro Translucent White face, Aluminum Construction. Letter Returns painted Benjamin Moore 2134-30 Iron Mountain. Internally illuminated with GE Tetra MiniMax 65K White/GE PS12-60 Power Supplies. Halo backlit illuminated with Red GE Tetra MiniMax/GE PS12-60 Power Supplies. Letters are projected 4" off back panel with Lag Bolts. Red Back Panel .125 thick Aluminum, painted to match 3M Cardinal Red Translucent $3632-53 with Akzo Nobel, Satin Finish. SQUARE FOOTAGE TYPEFACE 59 INSIDE CAN ENTRE SIGN 121 NOTES DRAWN BY KDH ISSUE DATE 11/07/12 SCALE: AS NOTED SERIAL NUMBER: CL-60R STORE NUMBER: 0170R LUMINAIRE SCHEDULE QTY | LABEL | MOUNTING HEIGHT | LUMENS | LlF | DESCRIPTION | TOTAL WATTS 10 A SINGLE 22' 13,336 1.000 XPT3-FT-LED-128-350-CW-UF 14.3 1 B 2 90' 22' 13,336 1.000 XPT3-FT-LED-128-350-CW-UE 1 C 2 180' 22' 13,336 1.000 XPTEFT-LED-128-350-CW-UE 14.3 2 D 3 90' 22' 13,336 1.00 XPT3-FT-LED-128-350-CW-UE LUMINAIRE SCHEDULE SYMBOL | QTY | LABEL | ARRANGEMENT | MOUNTING HEIGHT | LUMENS | LLF | DESCRIPTION | TOTAL WATTS □ 48 E SINGLE 15' TO 19' 10,747 1.000 CRS-SC-LED-B4-SS-CC 97 □ 24 F SINGLE 15' TO 19' 1,000 1.000 CRO3-5-FO-LED-30-CW-UE □ 15 G SINGLE 10' TO 12' 5,000 1.000 X5L2-LED-5D-CW-UE □ 4 H SINGLE 12' 8,100 1.000 AW10DPS-XXX-QT STATISTICAL AREA SUMMARY LABEL | AVERAGE | MAXIMUM | MINIMUM | AVERAGE/MIN | MAX/MIN CANOPY 40.08 fc 54.1 fc 17.8 fc 2.27 3.04 INSIDE CURB 4.87 fc 24.2 fc 0.3 fc 15.57 80.67 MAINTAINED FOOTCANDLE LEVELS AT GRADE USING A 1.00 TOTAL LIGHT LOSS FACTOR [drawing of property with building and access from Gateway Avenue and NW Vivion Road] QuikTrip No. 0170R NW VIVION ROAD & GATEWAY AVENUE RIVERSIDE, MISSOURI DARLA K. HOLMAN, PE HOLMAN ENGINEERING 14005 W 72ND TERR SHAWNEE, KS 66216 P 913.248.9385 F 913.962.5974 dkholmanpe@everestkc.net QT PROTOTYPE: P-73 (11/01/12) DIVISION: KC VERSION: 001 DESIGNED BY: DKH DRAWN BY: DKH REVIEWED BY: DC ORIGINAL ISSUE DATE: 11/10/2012 SHEET TITLE PHOTOMETRIC PLAN SHEET NUMBER C160 [photos of outside of building and front, rear and side elevations] Store # 0170R Address: NWC of Vivion and Gateway City, State: Riverside, MO Serial # 02-0170R-BSTI Scale: NTS Issue Date: 11/12/12 Drawn By: BP QuikTrip Building ID DB-20 DRAWN BY: CDC ISSUE DATE: 11/07/12 SQUARE FOOTAGE TYPEFACE: 12 INSIDE CAN: ENTRE SIGN: 20 SCALE: 1/4" = 1'-0' SERIAL NUMBER: IDB-20 STORE NUMBER: 0170R SPECIFICATIONS LOGO Flat Solar grade, Clear Cyro Face, .177 thickness, painted on 2nd surface to match 3M Cardinal Red Translucent #3632-53 with Akzo Nobel, no embossment LOGO Cabinet Aluminum Construction, internally illuminated with GE Tetra PowerStrip DS65/GE PS24 Power Supplies. Painted Akzo Noble, QT Red SIGN9141 Low Gloss. [drawings of elevations of gas pumps] QuikTrip Building ID DB-20 DRAWN BY: CDC ISSUE DATE: 11/07/12 SQUARE FOOTAGE TYPEFACE: 12 INSIDE CAN: ENTRE SIGN: 20 SCALE: 1/4" = 1'-0' SERIAL NUMBER: IDB-20 STORE NUMBER: 0170R SPECIFICATIONS LOGO Flat Solar grade, Clear Cyro Face, .177 thickness, painted on 2nd surface to match 3M Cardinal Red Translucent #3632-53 with Akzo Nobel, no embossment LOGO Cabinet Aluminum Construction, internally illuminated with GE Tetra PowerStrip DS65/GE PS24 Power Supplies. Painted Akzo Noble, QT Red SIGN9141 Low Gloss. [drawing of landscaping] SHEET TITLE: PRELIMINARY PLAT PRELIMINARY DEVELOPMENT PLAN OVERALL SITE PLAN SHEET NUMBER: C100 QuikTrip No. 0170R NW VIVON ROAD & GATEWAY AVENUE RIVERSIDE, MISSOURI LEGAL DESCRIPTION PRELIMINARY PLAT /PRELIMINARY DEVELOPMENT PLAN QUIKTRIP STORE NO. 170R CITY OF RIVERSIDE, PLATTE COUNTY, MISSOURI All that part of Lots 1 through 7 inclusive, and all of Logs 8 through 24 inclusive, and that part of vacated Warren Road, all within BRENNER RIDGE, a subdivision in the City of Riverside, Platte county, Missouri, and all that part of NW 1/4 of Section 4, Township 50 North, Range 33 West of the 5th Prinicipal Meridian, City of Riverside, Platte County, Missouri, being more particularly described as follows: Commencing at the Southeast corner of the NW 1/4 of said Section 4; thence N 17º7'21" E along the East line of the NW 1/4 of said Section 4, a distance of 1296.28 feet, to the Southeast corner of the NE 1/4 of the NW 1/4 of said Section 4, thence N 89º01'25" W, along the South line of the NE 1/4 of the NW 1/4 of said Section 4, a distance of 59.58 feet, to the true point of beginning of subject tract; thence S 21º16'21" W, a distance of 92.49 feet, thence S 44º13'05" W, a distance of 74.11 feet, to a point on the Northwesterly right-of-way line of NW Vivion Road (U.S. 69 Highway) as now established, thence continuing Southwesterly along the Northwesterly right-of-way line of said NW Vivion Road (U.S. 69 Highway), said line being a curve to the left having a radius of 2341.85 feet, a central angle of 4º0'42", a chord bearing of S 44º13' 05" W and a chord distance of 163.34 feet, an arc distance of 165.97 feet, thence S 39º30'10" W, along the Northwesterly right-of-way line of said NW Vivion Road (U.S. 71 Highway), a distance of 41.73 feet, thence N 25º21'32" W, a distance of 82.54 feet, thence N 10º31'34" W, a distance of 45.94 feet, thensce S 77º45'03" W, a distance of 104.82 feet, to a point on the centerline of Jumping Branch Creek, as now located, thence N 3º24'17" W, along the centerline of said Jumping Branch Creek, a distance of 133.93 feet, thence N 4º08'25 E, continuing along said centerline, a distance of 84.88 feet to a point on said South line of the NE 1/4 of the NW 1/4 of said Section 4; thence N 89º01’25” W, along the South line of the NE 1/4 of the NW 1/4 of said Section 4, a distance of 142.94 feet; thence N 0º 27’21” E, parallel with the East line of the NW 1/4 of said Section 4, a distance of 380,00 feet, to a point on the Southerly line of a tract of land described in Deed Book 813 of Page 919, Platte County, Recorder of Deeds office, thence S 80º01’ 25”E, along said Southerly line, a distance of 205.18 feet, to a point on the West line of Lot 31 of said Brenner Ridge, thence N 00º27’21” E, along the West line of said Lot 31, a distance of 10.02 feet, to a point on the Southerly line of said tract described in Deed Book 813 at Page 919; thence S 89º01’25”E, along said Southerly line, a distance of 180.01 feet, to the Northeast corner of Lot 25 of said Brenner Ridge; thence S 00º27’ 21”W, along the East line of said Lot 25, and parallel with the East line of the NW 1/4 of said Section 4, a distance of 10.00 feet; thence S 89º 01’25” E, parallel with the South line of the NE 1/4 of the NW 1/4 of said Section 4, a distnace of 121.57 feet, to a poitn on the Westerly right-of-way line of said NW Gateway Avenue (U.S. 71 Highway), as now established; thence S 2º00’49” W, along the Westerly right-of-way line of said NW Gateway Avenue (U.S. 71 Highway), a distance of 43.84 feet; thence S 1º06’57”E, along the Westerly right-of-way line of said NW Gateway Avenue (U.S. 71 Highway), and its Southerly extension, a distance of 321.58 feet, to true point of beginning of subject tract. Containing 327,080,486 square feet (7.5087 Acres) more or less. 6 1 7 10 12 u IS 31e 6991041 TAM Nn 0r mwuor ONnw SOWN ,et a or rerar 1.1110.0 SOWN rtfl 2,1011.01 .wnwa. 0.0.. IvOn) 4r. eaa 731 GRADING IEOEND MOW wn 1. lo .[e) mow ..ra ry ,Y Mt•) -«=amoo .00 a v mime) ro MOWN DWI 1Y AS obi cr.. OW, x scav v.n ION) .41103 it -sue• ON / " "1w..+onw :o T / # \ \ , ,,. a a a RODWOC.1-.11r1 NO 1.1.217.1.10 7111 POSSIL n,rss'V.: less DA 3 6a;... ..rw tr 6t,0c ..w 1.1 MON4411.14 1 VOW IK-. m.) (W 374 14 .y. W ▪ [ Dm) 4,17 7112. /11.10 7/1.55 710. Orr 47 771. a.00 1.1 09.1 (v.) 3. OAP ON 7 NI 0 10 433 77321 1,100 772.47 0210 0..1. 41M 01611 0.3.10 to) 011 .12 1472 .}4 1,13.4 171.38 171.211 „}da 173.20 11 .0.1.00 110i 277.1 r I71.e 0..10 1.21 1.21 112 9. (..6 1.114 110 4,M 4.21 117 ..a! 0.43 0-e 0.3 17133 77.3.02 „)M 11114 774.14 0.501 2111 0.477 0.4113 0.1122 0.422 m 4473 0900 0,4 (a) 5. 0723 0012 (U 00 0.13 0.15 1.02 1.00 0.75 OlWo 0.70 11.14 c Ph Wo vF1 lover10.71 Or 11 PON 71170 114.22 0031 `` \ ',11 41h \N}I1tir/f %' = °:,y• am. >rleit 0-00'00 "'(N 1/!/ /j 1lp sp/i/ / l a-NLod VvIs V // Ij l' 7 / 71, ▪ { / wot .. w MiX `" 111 0 Ike • >>a_ • II} „1311141 Ft or 0-I0,4.0-m.+n I: _ rl Ix4 114.41, 7/2 1.7 311 1.1 140 ..Nerve weaaa, ..m, w.) laww) (awa0) O..Ir (q ow. ar00. Ilo ) 044.1 aa) 6-41(J-.11 taut -, )6) ,.Uian Imo o11 4wm4 0 4 0 1242 Oa 090 061 1.150 \I 1 P:4' bMv (37 / Etaart0 w 41p .c°Lma rm" .a _ _ rot 10. COI 11171.1 151 .10 ro DARIA K I10N6w. PE 14006 W 72140 TEOP 6)AWNEE. Ks 109210 F0131a6.6366 813.063.66u „a6We.n...,«6u. • oo ym 9 1=0 0 60 QuikTrip No. 0170R mown: ore PORTTr,lr. S1OWJ1EW61PLAN *WIT 101/31111.1' C120 3 6 10 11 12 13 0 D c 6 1 • = 0 a c nfuvi, MY 10 BF Wl0 NA, CONSNOs,ON 111s0. 441A 10 10 SURROUNDED ono S• ..f SCNC1116 MOW PAWS SNIRANCE - USED 85 11011101180* 009811,991104. SNTRANCE sPON 0RAD1110 OPERATIONS COW°. IN NS ARES 2 1 3 4 900610N & WOO/kW CONTROL STAGING WART '519009 04.41 En 10.119 . 90109 All91 SWIG 0909. SFICC1 RCM. 9,900 FO IMO 001.01.67a/RooOPON F MM. 9.1 9.11 . ., =9,11,411.4•Xa . 411.0.01 3 WM.. 90.0.01. M.. C 3 C143 MT A MIrojroenorkAtentA. • •14,94.0.1.34,1111,,,,.‘,,,,, • 0. •FLAF 9.01001109 0 0.0 .., 1.- OF 309-.9.4 0 . .3 N/A 940 1.949.9 Ms 0 10.90 lk A ANWAR< NAP. AN ANA. C MA 00.01.9 TO 199 49119910 10.1.1 MI 11.0. PAM • SO. r. TL.9. 11911 W. .1 19711/0 4199.30 PL. 0109 // / //// ,', / 1 / , r i 1 ili\y\,1\\I \\iiiiiiiiilitie '1• ,.‘:1., , ., , 1 ,i, ''.2 / / / / :;..V -, . 7.7 , I„ 0 Oil , . \ / 1 NI r I ) ',,),', / . r .../ --. / 1 / -- -- / // --- -.._ / (11411111$ / s`V / / ..--. / f(f1/1111111\72-5,--: / , -... ... , N. ... , . i)k \\ P \' -A - , -7/sy' '-/-?-.:)------->.--- -A- -,-T--, =,-,,,, ,-- --\\ 17 OWNERSHIP / SOS O. MM. 930.11 95-015511C09.009100-0010.= 15 EROSION 430.49901.191A130 LEGEND - -NAN- NPON C0 (POAPPI - -OD - - Nne• AWOL. (IPS.) WORM M. Of 109109.1. 0.11.10311 9rorreu. OT EROSION CONTROL NOTES: F. .9 70 L.0 119 00.999. 0919007A 1/99,96 Mrs 01.1.1.9.1991. OR.OLS OCTOMOM r momovm mos. A. woman .0001. rma 3 c9910.04 399 ow. sou ALL oF mew 9 .Tumi. .0 Feiss oLooff 0.61.9. max, mem Am F. mir. 119 cornacroe 99.F. 9/13. olm. 04 009011. 19919f Off COMM. AMA RlaniS L. 019.00.99. ACROFF 1.1. MS. FOR 1000C 1191 14 CMS OR MM.. SMLL PMFORS 1..110.10. OF MM. 9E0 .0.419 00.01. 69.99Fs WO .7 OR 01.910 09 MOW iosocosa IN um. . MON. ALL AN 199.9.1 •SPECI., 9.0 Lk Rm.. Om. 9.10001044 00. OR .999 APTEar a: a...L.., 00 IOW - 24 ROMS Of RFC 009R EPAPPENIN .0..91.194 sco. ros .fscsos Lacs Sm. •C Km 0 MC sM VC A. •••109T 119 1900.9. 9.999 imf arfnacroa vou. tort sO Co7sON NV %sopa COMM 1.1. 3011.03E WOO. ELL FRO 9939.913 10 no. P. • CO. OF 1009. 9.0.1rt OM. FF. 009 OE 99 ON AM 99 OM 494., FM RM. es M.., 4 FRAMS COMMIS NOM st P.S. 9- SEL090.00009 M.. SI 01 SPE.9.10. 4 T. Crnorafi., 9 9%109,91.L.F00 90.09 [Tr PP ALD,A,RN, COVIZOL FOR WC CUR= OF A mmmit -r„,-,„„rvr . CO 191 9.99 9.0. E11099 9.99 <MOM AF f. CM. OK roast, COM.. 091ALL Assn., OR MIL.. M.O. OAT MOM MCC. COM. TOCC'frISC'"..1•44"7:3171=1070'70CUTPMIrt7r1; C="FrO Fr7701990-"" TAN. trol. rstr'n' ""E'"." L'i's•"'" Int'W.70", int.'11" T4'11' r„r- COMOlt CAS FR KAM St 401A110100, .10 114 NOM ON moos coolot now 4.30. MOS Of ORM. T. 0.71•4907 PROW TM 191.1.00.1 OF ST ,113.79,,,f9,40. irrussa.,0.,,osrows0. ose/Oes sisuo. Nos ississruslos PL NAPA N MOS Of ftromou SMLL 9.190 1. WOW .1 0.3.0191 MOM 1.09-491-002. 1.3.0. KM WOWS T.131 10 PIALIC INFOR 00 Or A SOU 10. WU 011041. 9.9010Ilf IFFE CM MC CC... 0 111/. I 143 93.3 MO SOM. CCM,. 99. 1.0“ . TM. . AP. 0.41199 RI ECM .931011 r13 MO.= COMMIS .1 VOL. 0.919.10009....00. OFF097M 09... MOO 1.60.109 14. C0OF 0 00991.04 IRA 10 RCM. 10 00.90 9 SOF PLACINI PPP. .040. 10 Wow, Room nom COM. P.M 4.999 SAM* MILO • AO.. .09 01. EFF0 FM 900.. OW • MOOM 0.A. 10 00. 19,01•94,....1,1., CM.. CMOS SG SM ILCMS CLE. 9.90.1 19f Or MO if 11 ,9,01.3011419.TO 939 MPS IMLL 019090 09-3. 1.0.1- SIM M9 TS. 00110.01%,100.104112 . 1.00,147.1.10399. 01,090. 9. C.... 0.99.9. R 190.011. FM 0..1. 9.0.0 9049.9 ORAINO 143 commix., 99 mi .90. ALAN APPANN 1101_9.1 19.6 ormum WEIFTMoir.'"%0"19“000197", TnifFmn".77', ''.901?""" FS. F. C.I.LMOTRAC. 13 0490•131. FOP MOM. no nousots of Poo... roMr .0.1139. 00130..0 SWOT ts csw. Caosocni 0.3.410. FOR MM.. Mi. 99 FL. ff. OnTRm 9.1.6 SI M...9 • NEE. MEA AT ME M.19.. UM 90929 5601.59 SHOP PARKING 16 EN1RANCE 10 Bt USED MO JOS 1117.1N. .s Peorto swam 0.01.01. OF AVMS M.N. 1..9 MO 4 RE09199. ROW A.. coonscros Of A 2913 00.110.0, (NANNOWL STOW 0. /... .001. F.RY wit• COMMMON Of A SI. S.. %MA.. O. IS koom-Po. OSP.. M.. LPN, .910. ASSO. FRAFN SMACK 03919.4 is 10 Mts. ORM. SC.. PPP MICR. P.M MOO OF 09.093.11.• 11091 9.1 09.0) MIAOW Mar MOKMF 9119FE ..191 En. 9..1 Fur OE K.. AN.00 4.41. MO MARC 9991 MS PPM tirNIININD AMMO ant mon 14 4# COMST99,910 0019190 99 119 .011. 99 .9.1 C0.101. ...092 .1 1.11131 in 9 EL. .30 la VAPPNAL 91.19.911011 6 1 9 1 10 1 11 1 12 1 13 1 14 15 FOLOECT..001 IDANLA HOLSON. PE 1..109 ENGINEFFM. ISOM W 72NO TERN ....OWE. NS 6621e PH13.2.40.10115 F 0130102.01 QuikTrip No. 0170R ca SISTIT112. F909011G0101101 PLAN PNASE 1 _031.1.0.109 C140 B 33 A EROSION 4 SEDIMENT CONTROL STAGING WWII Matn MN.. rrP FticwaaP.M M.Mn PIM 19 ri+ MCC CroxC..... As c 7/06.211011 0. I ..RH W.I.. IMMNM c • nu . .r,, n .:%r4lw:ti v x$.m =1 I0 Yn0IMCP • a.. ..EI rla.L.la 0 91.J Amur PI._ . Iasi-NDEMm 0 r MP wA C1.0 PO .. w _ c ..,4 w.B�.cla • Cpw.%VP. bn W. wA wu�c.s a°ri'w ero: LRorto 6_ Emy SW. R.Momla CLOPPPL r wm.a xm 1w0 Of. m .wKAE• P. WWI / _ '7//////// /// C/ ,,/'00 , /LtlNEAGE.9ENAIMR'/ I///// i / r/' 'Y //'f'/ • rl 01 ///j/} ;/�/'�/ ,{ / / ;.�\�llililu{i/// 1/( // // / ,/ ��.Il It ,,/ `�:•„ / /. • 1��111� ry�V ��,�/// , 1 I �'�1��1�1111 rr,:� ,, / f / 1t;t1 11411f 1 11111il ul 17,�, 1 11�111 l . ` i, A �j/�•`� / _ \ itp11p1 l IV14101I11'/\�'• Il�f I�1 I P �L'f Illrl\t41i1 �, " �• / ! / E /Jl\ `l\\� _ . /, E0MIINO PAVE0 ENTRANCE CAN BE DUD AS 1ENPDRAR. CONEIRVCIYJN ENTRANCE URIC 0O0M0 OPERATIONS CONNENVE W TNK AREA MCC GRAVEL LOT TO BF USED TOR CONSTICATION STAOn10 STADINO AREA TO BCSURROUNDED DIRII 6' OIWM .Mc MOM 13 1 OWNERSHIP I CONTRACTOR SUMMARY' a0 Te JI NTH N -__ SEE mr TWmvlDu_comumos 14 EROSION CONTROL PHASE 1 LE.GEND — —000— — .w4+ 40010* IOmmy — — JR— — 100. 000,,041 IMPM9I 1.12 • Oarl OT EROSION CONTROL NOTES: I . Ka. 10 vN0 Nar.Nawc. ACP... M .}Mpn W O .. an..00/Pus.WOPK0r.xCA 01/ .w WO. s omuparc m..o<x Prow ca.lN.cw. C.. WOW PWwc .. RP OM Ow w••.cr... C120 000ANA15 "a 00 .0 w..e .,4 0.vs a casaw re* TIC +..,c. bw, 1.0051 ...ex.wxa Marlor .6 .L,Iw MGT 0041 .v4 r M �. M,,.90P.• . 1 L 00004ID CP,.E�0 Rom ` ,.,x R 00 swu. M•rm4 . en.., r ..,E MOP. MO �„� Pitt C COOP. ,PE .wrN4,D, COP. .u.MP ONRN coo. Poll IMCMCI. 044. UMOM OOP 6B.lMAwow KLOP4400 M01.P. C..0010 11.0 Mtn co. a D.r.M =.Danlmn9 s a nP.P N.b.',mM. _ M..n.,.� ;;" M .r. CM PM MOM. FI 1 PKw110N gl'A ri1.0NM PD'xu K Mro•MD v✓b.lp. roNM • r.[ VC. WPC MAPAMp cub .vvr N.RLD �"° .xw c uIMWn wM,rL.cnon *WC .0.1.0 OPPOM CC s. :ro EAPM M M.. wr /AKll. DM..DPNtn «.ax. urvx0 b aLL1.0 EUNINu xu w. 1. ilp, lw ron10000r 'I"wui:r .O. MbwaO ..Hare corm Awl. uwcM mesmb P ro *AM CO 0.44 saw....w (000104 MOM awn .N. KCMG mama M.Y. NUM. WETS cr.N cH1 P..Wlnw rr P LiNn. mac. 041.61 IP M rarr« M 1+1 Lx,Prw. ME. C. ,. •DL,a DR 600T0170008) 000 IP 440 . so..� IROw111 IRMI u n ours •wa 03.09. n r Am . AULwwxtx con. 0.2 rig NC c. Ct. .C4 c act ISnO...a M.N COMP.P I ,,,COIFZEIf K1°`s....wrC000.0. s .oPoebE FOP PPM.. C11.0.4nmP.eP ...-..4.aw 0 r..e. f001.0061 IP PC common. B comm.. T.. moron. woMN: Of P,LLMAm FAO. WU. M.amc 0.009401. 0.211.114. 0011IIA;xaaa'u.P°M`;00 PC :0 �IE4R:.w1..xRMw sp. 1 MORM .MEP SHOP PAEKMO i'<-tom.-.�w.`� 1 ! ENTRANCE 00 BE USCG RM �AB 1NNlEB PROJECT NARRATIVE: C01410000:I VOW OOP C.C. .2.4. ▪ WIC. Mr men son t F PIW 01.r.C. M.90..E :�xGAuari •. sumo is MAW. CWCOO OF Rim MM. I.M PPM 1PM M [K. P. AM 40 20 0 40 80 DARLA N HOLMAN. PE n+el 2.4020411. TAMS W aNO TERN SHAWNEE. CS 66216 P D,J24R.D3RE F 813.862.S84 bccer..1 QuikTrip No. 0170R 1r1alD 0640441.0 VI Pt 'Moan 01: Ott a WM' MA MOOR CDNmp MAN MUSE C140 0 A B 1 I E0 T1 I Q 1 13 1 N 15 RG 0 F aE 2 " D I T I 1D EROSION a SEDIMENT CONTROL STAGING CHART MOALA1 1p*. a a 0w ... al00M NIA.% x Wods: ..NA 10 Lw/o ¢i o9 Ni =.rc M. COMM. 1 n0nu eu run i00 oS «M M. MOW. 0 CIONW l .111rr r.1`. 3144 w«u N[ A 1.25R7.r: n,Mwu um • — J nww.W 00..vm10Nwe1 a 0111 .Orv,,�'"L`inNO'oIl MMTi'nw.m w ADM� 411.110 v CAM rM MM.. a CIO 1 MC • nsl-rM.nw 1 w an .VA 0150 1W10TM1 Ma • .1.0M CcurnrN 111 • 1 00.115. 11.14 aI sulw a s . L."`00.4 u.Nfv nMIT. C Ma. r SO...y,. Lx0 am TOIurovaw. nr (I MD 1\ \\p, (JI// //// / ,, � ., / // 11 ,�\nA /i\/ //`//r; 10a1 1, A. ,pihm)0/ / / R i i'i",(fill(/';%/1;')'744,' , \\'\\\\j11i� 1l 1 i.,\�Z1 V\VA ' II 1 .� 1 �i�l Iillihrri ) 1�� k 11111II 1 / '1, rl\\\\\�\\\ �s _, 1 \\ Is — '1 T.W u OSCAI M nut FOR w WRcM .100101 6H.. OWNERSHIP I CONTRACTOR SUMMARY �.wlgr pPnT1�11M im ACREAGE Sl1MMARY OT EROSION CONTROL NOTES. — —e10— — I..m+ Lwow (01m.411 nN• TaI"L. RmnRl LY�1 awl WONc t. COM. ONTO NOD - — 110m Oaf[ (r.•1 N+1 « 01P01wKT Mal Mann. O CT. MA.. CM.. M.A. ON Nv.uSO 01051011 M ACM/10. Awn. u4 .[r 07 . N1Wru5 MO MST .1 1E 1.191 pint ALL FM.5 « CONSTRUCT. 1 C4CE MR 14 CA. sur AR BE RIAMMORT M` WITS « MAN ROC.r..M..ToSm. • MM .w .L..aM11p 1 Or •. 4NT«.. 0 SIMON « n qln MM.Mn.la4 n MTE 5. u1111 OMIT. WAD M . r0M...,101 F/1 a. 70 37 30an00Ln .II DAi FRO.. MAN vrtctM.15 TNT CM 11. O 11 .[p o0 NT MOMX RCM. .TM:r ,IMMT 1.1. 1 I mWMAaM:5 10 O RI Raf[+n11 r01C. Ma rn:a `MIIMsno w".rn CCO.Ill L 0 G M AO CM ON MAI WNW CON.. TRIM; a NO0L1.. 1,. MCC. 04500 nR,1 .... .1.p.;pR1..1M1p« 0n 1a 010411«r11., 111. N«a Ir 1.1n N4r11M R MP I.M.. «P. 11r1N (n...w n. x01 4.4. [D OS NMML � fNGN:D S[gKM ZOO .N.tM R. µp nxTp a d1�."1 V.4 1I1 p1.M 1I" ,1T11pN 1,1.W� M•L, • 5... 1. 19 0.m 1 pA 10onR1n V • 114101 C.a. MM• Q 11 CONT. A grow AmOrt0 Mau r•.s &PI nuts WORM 1 Of nrT-Car Or 551�ncmwur Ma MM. OM. MO 40 2�80 OF aITM .0T«...NM MMIP• PROJECT NARRATIVE: MO A 4.04.4- MOM MD De CIMETROCTC11 or mat awl. �l0 MW. fx.:11i"& wsMCC N.m"o1.�r'p11.. O 04.0 ...a.a'O.NN DARLA K HOUMA. PE IIoNNN ENI1NEEIWI5 NIf1A WT2N0 TERR SHAWNEE. KS MID P.131.6.0336 FM13L62.30,4 mc.w"lpwrmnMl QuikTrip No. 0170R Dam 1 441111, FR3410011 CONIRDI PLAN PRISE 2 C141 10 9 10 11 12 t 13 14 1 15 Q M L, K. H• G F E- a: c. 8 A 1 2 3 M SPECIFICATIONS: 5 6 taieed 2.E5. 2E; RED WHITE BLACK 5" CAPITAL LETTER 10" NUMERAL 5" NUMERAL GREEN TEXT LOGO Flat Solar grade, Clear Cyro Face, .177 thickness, painted on 2nd surface to match 3M Cardinal Red Translucent #3632-53, Akzo Nobel, no embossment Pricer Flat Solar grade, Clear Cyro Face, .177 thickness, painted on 2nd surface, Akzo Noble Black, manual Font Numerals, Clear Helvetica Condensed font. Product Panels, Cyro, Clear text area, painted 2nd surface Akzo Nobel Opaque Black, Diesel Product Panel painted 2nd surface to match PMS 7481C Translucent Green, Akzo Noble. LOGO Cabinet/pricer Cabinet/Base Aluminum Construction, Internally illuminated with GE Tetra PowerStrip DS65/GE P524 Power Supplies. LOGO Cabinet painted Akzo Noble, QT Red SIGN9141 Low Gloss. Pricer Cabinet and Base painted Akzo Noble Black Low Gloss. Accent Trim section painted 1st surface Akzo Noble Silver -Low Gloss. a co 0 SQUARE FOOTAGE R lu` 0 SCALE: 1/4" = SERIAL NUMBER: MV10-2P STORE NUMBER: 0170R 1 2 3 4 5 6 MINUTES REGULAR MEETING PLANNING AND ZONING COMMISSION RIVERSIDE, MISSOURI Thursday, December 13, 2012 7:00 p.m. The Planning and Zoning Commission for the City of Riverside, Missouri, met in regular session in the Board of Aldermen Chambers at City Hall, 2950 NW Vivion Road, Riverside, Missouri. Chair Al Bowman called the meeting to order at 7:00 p.m. Answering roll call were Ray Uhl, Harold Snoderley, Mike Lombardo, Steven Kaspar, and Jim Frakes. Members absent: Mike Soler, Stephen King, Art Homer and Mayor Kathy Rose. Also present: Community Development Director Mike Duffy, Assistant Fire Marshall Keith Payne, Building Inspector James Fuller and Community Development Assistant Sarah Wagner. Approval of Minutes of October 25, 2012 Commissioner Snoderley moved to approve the minutes of October 25, 2012. Public Hearing- Vacation of Right -of -Way NW Corner of Vivion & Gateway Commissioner Kaspar seconded and the motion was approved unanimously. Chair Al Bowman opened the public hearing at 7:01 p.m. Community Development Director Mike Duffy explained that the applicant, Quik Trip Corporation , is developing the NW corner of Vivion and Gateway. They are requesting that the City vacate an excess portion of right-of-way on that corner. This will allow for clean-up of that corner and for Quick Trip to improve and maintain it. This vacation of right-of-way will make it so that some utilities are out of the right-of-way. Staff will require the applicant to add a dedicated utility easement for these utilities on the final plat. Patricia Jensen with the law firm of White Goss and Matt Brooks with Quik Trip Corporation addressed the Commission and said that this vacation would really aid in the redevelopment of the site. She indicated that the applicant is in agreement with all of the conditions outlined by staff. Commissioner Sonderley asked about moving the utilities. Duffy replied that the utilities will not be moved. The applicant will have to write an easement for the utilities where they are. Chair Bowman closed the public hearing at 7:04 p.m. Commissioner Uhl moved to recommend approval of the vacation of 1 the right-of-way to the Board of Aldermen. Commissioner SnoderIey seconded and the motion passed unanimously. Public Hearing - Preliminary Plat/Preliminary Development Plan- Quik Trip Chair Bowman opened the public hearing at 7:05 p.m. Duffy presented the staff report to the Commission. He explained that the applicant, Quik Trip, is proposing to construct one of its new Generation 3 stores on the NW corner of Vivion and Gateway. This will be a larger facility with more pumps and more entrances. This project will also include an easement for an extension of Jumping Branch Trail. Staff has reviewed the preliminary plans and has comments regarding the landscaping plan that need to be clarified as well as the monument signs. Current code only allows for one monument sign on the property. The applicant initially indicated that they would apply for a variance. Staff has also looked at the possibility of amending the sign code to allow two monument signs on properties with a frontage of 350 feet on arterial streets. If staff does proceed with the change it will come before the Planning Commission sometime in January. The applicant will be subject to whatever code is in place at the time of construction. Patricia Jensen and Matt Brooks addressed the Commission. They showed display boards of what the new store will look like and gave locations of similar stores in the area. She explained that the current store is 4,600 sq.ft. and the proposed store will be 5,700 sq.ft. The new store will have better design and architectural features. This development is the assembly of seven different property owners and nine different parcels. The applicant is in agreement with the conditions that Staff recommends. Construction is planned for the spring and will take approximately six months. Commissioner Kaspar asked about the placement of the monument signs and if they would have an impact on sight. Duffy replied that the signs are all setback far enough that they will not have an impact. Commissioner Kaspar then voiced a concern about traffic backing up on Gateway at the entrance. Duffy replied that engineers have reviewed the traffic count and they feel that this will not be an issue. Staff will however review this and perform another traffic count at this location. Commissioner Kaspar asked about Quik Trips exist strategy for their current location. He noted that another Quik Trip location sits abandon on the northeast corner of Vivion and Gateway that was sold to a pain in the ass owner that doesn't do anything with the property. Matt Brooks replied that Quik Trip does not actually own the current 2 store. The sell the property to an investor and then lease the property back. Patricia Jensen added that this same concern was raised by staff and the mayor in previous meetings and that Quik Trip is working on an exit strategy with their current investor. Commissioner Kaspar asked what the current store will look like when they move out. Matt Brooks replied that the store will be totally decommissioned and all the tanks will be removed. Commissioner Frakes asked how much farther should we let them proceed without an exit strategy. Duffy replied that the Board ofAldermen has discussed this issued in length and they are comfortable with proceeding with this project while and exist strategy is developed, Patricia Jensen commented that ideally, Quik Trip would like to develop on its existing property, but that is not feasible with this location. Matt Brooks commented that ideally, Quik Trip would like to roll its current investor into its new store. Chair Bowman closed the public hearing at 7:23 p.m.. Commissioner Kaspar moved to recommend approval of the preliminary development plan and preliminary plat to the Board of Aldermen. Commissioner Snoderley seconded and the motion passed. Adjourn Commissioner Uhl moved to adjourn. Commissioner Kaspar seconded. The motion passed and the meeting was adjourned at 7:27 p.m. Sarah Wagner Community Development 3