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HomeMy WebLinkAboutPZ Res 2024-03-0052 Hurricane Creek Commercial , Site Plan7 3 5 740731 732 7 3 3 73 4 7 3 6 73 7 7387397417427427427 4 3 743743740 737 737738739F S S S OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHECONCRETE PAVEMENT BM102 BM100 BM101 LOT 3, BLOCK A ONE ANNA TWO ADDITION DOCUMENT NO. 20210607010002180 O.P.R.C.C.T. REMAINDER OF CALLED 0.525 ACRES AT&T CORP. DOCUMENT NO. 20060912001318850 O.P.R.C.C.T. MANTUA 30 PARTNERS, LTD. DOCUMENT NO. 20200122001847220 O.P.R.C.C.T. MANTUA 30 PARTNERS, LTD. DOCUMENT NO. 20200122001847220 O.P.R.C.C.T.U.S. HIGHWAY 75(VARIABLE WIDTH RIGHT-OF-WAY)CONCRETE PAVEMENT OHEOHEOHEOHEOHEOHEA WWSS SS SS SS SS SS SSSSW W W W W W W W W W W W W W W W W W W W W W W W W 13 12 12 11 18 12 4 FLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLWW W W W W W WWWWWWWWWWWWWSSSSSSSSSSSSSSW W WW W S S S S S S T T R30' R54' R60' R30' R30' R54' 735 7 4 0 731 7 3 2 73 3 734 7 3 6 7377387 3 9 741742740 745745 74573 7 738 739 741 742 74 3 744 90.0'90.0'40.0'P R O P 2 4 . 0 ' FI R E L A N E 18.0' 24.0' 18.0' 24.0' 18.0' 12.5'18.0'24.0'18.0'9.0'8.0'9.0' PROPOSED USE: RETAIL & RESTAURANT GROSS BLDG AREA: 6,300 SF BLDG HEIGHT: ONE-STORY (29' - 2") PROPOSED LOT 3, BLOCK A ±0.86 ACRES ±37,393 SQ. FT. PROPOSED LOT 1, BLOCK A ±1.00 ACRES ±43,763 SQ. FT. EX. ZONING: PD-C (ORD. NO. 860-2020) PROPOSED LOT 2, BLOCK A ±2.02 ACRE ±87,802 SQ. FT. 82 PARKING SPACES 12.5' 12.5' 18.0' 24.0' 18.0' 1 6 . 0 '22.8'5.0'5.0'5.0'6.0'9.0' 9.0' TYP 9.0'TYP9.0'11.0'12.0' 35.0'20' LANDSCAPE BUFFERPROPOSED USE: RETAIL & RESTAURANT GROSS BLDG AREA: 6,300 SF BLDG HEIGHT: ONE-STORY (29' - 2") PROP. LOADING SPACE PROP. DUMPSTER ENCLOSURE W/ 7' MASONRY SCREEN WALL TO MATCH BUILDING & 7' SOLID METAL GATES PROPOSED CONCRETE PARKING (TYP) PROP. 5' CONCRETE SIDEWALK EXISTING ±710 SF BUILDING ONE-STORY AT&T FACILITY EX. R25' EX. R25' EX. R25' EX. R25' EX. CONCRETE DRIVEWAY EX. CONCRETE DRIVEWAY 6' SIDEWALK TO BE CONSTRUCTED BY FUTURE DEVELOPER LA LA LA LA EX. 48" RCP STORMEX. 12" PVC WATEREX. MH EX. MH EX. MH LA EX. 8" PVC SSWR EX. 8" PVC SSWRPROP. 8' WROUGHT IRON FENCE W/ MASONRY COLUMNS SPACED 20' O.C. W/ STRUCTURAL SUPPORTS SPACED EVERY 10' PROP. 5' CONCRETE SIDEWALK REFER TO STOCKPORT DRIVE CONSTRUCTION PLANS PREPARED BY PELOTON LAND SOLUTIONS PROP. 24' FIRE LANE, ACCESS, AND UTILITY EASEMENT N1°10'00"W106.86'6' SIDEWALK TO BE CONSTRUCTED BY FUTURE DEVELOPER EX. 4' CONCRETE SIDEWALK 207.5' TO EX. DRIVEWAYEX 20.2'EX 59.2'EX 27.0'APPROX. 347.9' TO FUTURE DRIVEWAYEX. 18' FIRE LANE, ACCESS, AND UTILITY EASEMENT EX. 18' FIRE LANE, ACCESS, AND UTILITY EASEMENT EX. ZONING: MF-2 EX. LAND USE: AGRICULTURAL/ UNDEVELOPED EX. ZONING: SF-E EX. LAND USE: UTILITIES EX. ZONING: PD-C (ORD. NO. 860-2020) EX. LAND USE: AGRICULTURAL/ UNDEVELOPED EX. ZONING: PD-C (ORD. NO. 860-2020) EX. LAND USE: AGRICULTURAL/ UNDEVELOPED PROP. BFR PROP. BFR 70.0' EX. ZONING: PD-C (ORD. NO. 860-2020) EX. LAND USE: AGRICULTURAL/UNDEVELOPED EX. ZONING: PD-C (ORD. NO. 860-2020) EX. LAND USE: AGRICULTURAL/UNDEVELOPED15' BUILDING SETBACKPROP. 24 ' C O N C R E T E FIRE LAN E FUTURE DEVELOPMENT BY OTHERS FUTURE DEVELOPMENT BY OTHERS F U T U R E S T O C K P O R T D R I V E ( B Y O T H E R S ) (V A R I A B L E W I D T H R I G H T - O F - W A Y ) EX. 15' SANITARY SEWER EASEMENT DOCUMENT NO. 2023000069733 O.P.R.C.C.T.4.4'R30' R30' PROP. BFR PROP. BFR6.0'6.0'S77°17'58 " W 182.28'N12°46'45"W86.22'S7°37'30"W191.34'S88°58'35"W 82.51' S5 9 ° 5 7 ' 4 3 " E 14 6 . 7 4 ' ∆=3°21'06" R=1000.00' L=58.50' CB=S58°17'10"E C=58.49'∆=1°37'17" R=1000.00' L=28.30' CB=S55°47'59"E C=28.30' S29°55'19"W 110.94' ∆=43°00'36" R=50.00' L=37.53' CB=N9°49'17"E C=36.66'N29°55'19"E138.71'∆=2°15'19" R=300.00' L=11.81' CB=S56°07'00"E C=11.81'∆=14°33'28" R=300.00' L=76.22' CB=S64°31'24"E C=76.02'∆=10°40'28" R=540.00' L=100.60' CB=S77°08'22"E C=100.46' S82°28'36"E 28.39' N29°55'19"E 61.70' N12°42'02"W 35.78' N66°09'36"W 21.28'N12°42'02"W115.39'N77°17'58"E 22.60' N12°42'02"W 62.23' S77°17'58"W 18.50' N46°23'26"W 9.01' S89°04'42"W 284.88' ∆=11°10'03" R=150.00' L=29.24' CB=N7°07'03"W C=29.19'N12°46'45"W159.42'S10°16'38"W137.16'S10°16'38"W 15.83'N12°42'02"W110.17'20' B U I L D I N G S E T B A C K 10' L A N D S C A P E B U F F E R 20' B U I L D I N G S E T B A C K 10' LA N D S C A P E B U F F E R & U T I L I T Y E A S E M E N T 7 3 5 7 4 0 73273 3 73 4 7 3 6 737 737737 737737737 73 7 738 73 9 7 4 1 7 4 2 5.0'7257307247267277287297317 3 2 733 PROPOSED RETENTION POND ±20,020 SF ±0.46 AC JB CI CI CI PROP. 2' CURB CUT MH MH CO CO FH FH 12" PVC WATER BY FUTURE DEVELOPER FH BY FUTURE DEVELOPER PROP. 15' WE LA PROP. 10' WE PROP. 10' WE PROP. 10' WE PROP. 8" P V C W A T E R PROP. 8" PVCWATERPROP. 6" PVC SSWRPROP. 6" PVC SSWRA B A PROP. RETAINING WALL WITH HANDRAIL PROP. 18" RCPPRO P. 4 8" R C P PROP. 18" RCPPROP. 18" RCPGI GI PROP. 18 " R C P LA POND OUTFALL STRUCTURE 45' BUILDING SETBACKPROP. 24' F.L.A.U.E PROP. 24' F.L.A.U.E 20' B U I L D I N G S E T B A C K CO CO CO 70.0' GT GT RISER ROOM RISER ROOM JB9.0'TYPPROP. 24" RCPThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT260 EAST DAVIS STREET, SUITE 100, MCKINNEY, TX 75069PHONE: 469-301-2580 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928MTDTM, VBMTDLAST SAVED2/21/2024 7:05 PMPLOTTED BYBERNAL, VANESSA 2/22/2024 2:28 PMDWG PATHK:\MKN_CIVIL\064623401-HURRICANE CREEK COMMERCIAL\CAD\PLANSHEETSDWG NAMESITE PLAN.DWG , [ SITE PLAN ]IMAGES anna vic map : Vicinity Map : city logo :XREFS xStrm : xSurv : xUtil : xBrdr : xSite : xHtch : xEsmt064623401HURRICANE CREEKCOMMERCIALSWC US-75 & STOCKPORT DRIVEANNA, TEXAS 75409© 2024 KIMLEY-HORN AND ASSOCIATES, INC.Know what'sbelow. before you dig.Call FEBRUARY 2024FOR REVIEW ONLY Engineer P.E. No.Date MICHAEL T. DOGGETT 98628 Not for construction, bidding, or permit purposes. FEB. 2024 SITE PLAN00 30'60' GRAPHIC SCALE: 1" = 30' TYP TYPICAL WATER EASEMENTWE SANITARY SEWER EASEMENTSSE NUMBER OF PARKING SPACESX FH ACCESSIBLE PARKING SYMBOL BARRIER FREE RAMP (BFR) EXISTING CONTOUR - MAJOR EXISTING CONTOUR - MINOR DRAINAGE EASEMENTDE BARRIER FREE RAMPBFR SIDEWALKSW CURB INLETCI LEGEND FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION EXISTINGEX PROPOSEDPROP. PROPOSED FIRE LANE PROPOSED BUILDING FL FL BUILDING LINE/SETBACKBL WM WYE INLETWI MANHOLEMH TRANSFORMER PAD GRATE INLETGI JUNCTION BOXJB T S SANITARY SEWER MANHOLE CURB INLET GRATE INLET HEADWALL JUNCTION BOX OR WYE INLET WATER METER (AND VAULT) PROPSED CONTOUR - MAJOR PROPOSED CONTOUR - MINOR LANDSCAPE AREALA PROPOSED CONCRETE SIDEWALK RETAINING WALL FIRE LANE, ACCESS, UTILITY EASEMENTF.L.A.U.E GREASE TRAPGT PROJECT LOCATION PROPERTY ID: 2138032 ZIP CODE:75409 C-4.00 SITE PLAN HURRICANE CREEK COMMERCIAL BLOCK A, LOT 2 ±2.02 ACRES CITY OF ANNA, COLLIN COUNTY, TEXAS J. ELLET SURVEY, ABSTRACT NO.296 & W. RATTAN SURVEY, ABSTRACT NO. 752 DATE PREPARED: 02/22/2024 ARCHITECT:ENGINEER: Michael F. Twichell, L.P. 3624 Oak Lawn Avenue, Ste 320 Dallas, Texas 75219 Phone: (214) 521-3066 Contact: Michael Twichell Kimley-Horn and Associates, Inc. 260 East Davis Street, Suite 100 McKinney, Texas 75069 Tel. No. (469) 301-2580 Contact: Michael T. Doggett, P.E. OWNER: BFB Anna 40 Acres, LLC PO Box 3970 Vail, Colorado 81658-3970 Phone: (970) 401-0619 BEARING SYSTEM BASED ON THE TEXAS COORDINATE SYSTEM OF 1983 (2011 ADJUSTMENT), NORTH CENTRAL ZONE (4202) WITH AN APPLIED COMBINED SCALE FACTOR OF 1.00015271. BM 100 MAG-NAIL W/ SHINER STAMPED "YPA CONTROL POINT" SET ON THE WEST EDGE OF SOUTHBOUND FRONTAGE ROAD OF HIGHWAY 75 ±173' NORTH OF THE NORTHEAST CORNER OF A DRIVEWAY ENTRANCE TO A FIBER OPTIC STATION AND ±41' WEST FROM THE EAST EDGE OF SAID FRONTAGE ROAD. NORTHING: 7,183,264.22 EASTING: 2,553,571.62 ELEVATION : 744.01' BM 101 MAG-NAIL W/ SHINER STAMPED "YP CONTROL POINT" SET AT THE NORTHEAST CORNER OF A DRIVEWAY ENTRANCE TO A FIBER OPTIC STATION ON THE SOUTHBOUND FRONTAGE ROAD OF HIGHWAY 75 ±50' EAST OF A CHAIN LINK FENCE. NORTHING: 7183,092.40 EASTING: 2,553,546.70 ELEVATION : 744.99' BM 102 MAG-NAIL W/ SHINER STAMPED "YP CONTROL POINT" SET ON WEST EDGE OF THE SOUTHBOUND FRONTAGE ROAD OF HIGHWAY 75 ±350' NORTH OF THE NORTHEAST CORNER OF A DRIVEWAY ENTRANCE TO A FIBER OPTIC STATION AND ±47' EAST FROM A POWER POLE. NORTHING: 7,183,437.71 EASTING: 2,553,594.91 ELEVATION: 742.77' BENCH MARK LIST WATER METER SCHEDULE I.D. A B TYPE DOMESTIC IRRIGATION SIZE NO. 2" 1" 2 1 NOTE PROP. PROP. APPROVED MARCH 4, 2024 P&Z COMMISSION CITY OF ANNA