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Item 10 - PlansS. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL E. SOUTHLAKE BOULEVARD (F.M. 1709) (Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E. (INST. NO. D206305192) EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 15' SANITARY SEWER EASEMENT EX. 20' PIPELINE EASEMENT 20' BUFFERYARD TYPE C 10' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S89°34'26"W 30.00' N00°02'16"W 50.00' N89°34'26"E 42.00' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) FDC 10 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 26' FIRELANEX X X 339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 FLOOR & DECOR 1 STORY 75078 SF. FF = 629.50 9'(TYP.)20' (TYP.) 30' PROP. ENTRY 30' PROP. ENTRY4'30' 25.5' 50'265'8' MASONRY SCREEN WALL 400' RESIDENTIAL ADJACENCY OFFSET R 30' R 15' R 15' R 30' R 56' R 60'R 60' R 30' R 54' R 30' R 15' R 30'R 30' R 25' PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE R 60'5'3" STANDARD CURB 3" MOUNTABLE CURB R 40' R 40' R 30' 3" STANDARD CURB 3" MOUNTABLE CURB BFR 85.2' EXISTING CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT 14.81'20'24'5.5'368.12'37.63'30'15'24'24'30' 26'24'24'24'60'29.6' 24' 44'199.7' 9' 30'13'54'24'20'11.3' 38.39'105.27'10' MASONRY SCREEN WALL ADA PATHWAY PROPOSED DUMPSTER ENCLOSURE W/ 8' MASONRY SCREEN WALL & GATE TW ELE = ±637' PROPOSED RETAINING WALL24' FIRELANE9' (TYP.)20'(TYP.)26' FIRELANE BFR 19' 13' 13' 13' 13'AD C BO 30' PROP. FIRE HYDRANT SEE SHEET 8 FOR PEDESTRIAN ACCESS PLAN PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT PROP. FIRE HYDRANT EX. 175' WIDE DRAINAGE & UTILITY EASEMENT TO BE ABANDONED VOL.12585, PG. 2118 LOADING AREA 40' (TYP.)25.63'13.7' 13.7' 13.7' 13.7' 13.7' 13.7'XX X X XX 5.5' 100' RESIDENTIAL BUILDING HEIGHT SETBACK 100' RESIDENTIAL BUILDING HEIGHT SETBACK 400' RESIDENTIAL ADJACENCY OFFSET 50' BUILDING SETBACK44.1'11.1'15'15' BUILDING SETBACK 15' BUILDING SETBACK 12.1' X X X 30' BUILDING SETBACK PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT 24'44'PROPOSED TOE WALL 5' CURB CUT W/ FLUME DFW L D N C O N T O U R ( 6 5 L D N) DFW C O N T O U R ( 75 L D N) RESIDENTIAL PROPERTY 5' PROP. GUARDRAIL PROTECTING RISER (INTERNAL WITHIN BUILDING) 32.73' PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/18/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C1-SP-54063.dwg DATE: August 18, 2023, TIME: 7:57 AM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80' GRAPHIC SCALE - 1"=40'NLAND USE DESIGNATION ZONING GROSS/NET ACREAGE NUMBER OF PROPOSED LOTS LOT COVERAGE (BUILDING FOOTPRINT) AREA OF OPEN SPACE PERCENTAGE OF OPEN SPACE PRECENTAGE OF IMPERVIOUS COVERAGE BUILDING AREA BUILDING MASONRY PERCENTAGE 75078 S.F. ---- 1 7.80 ACRES GROSS / 6.99 ACRES NET 136330 S.F. 66.26% 24.66% RETAIL, COMMERCIAL, OFFICE, WAREHOUSE* 1 B-1 (REQUIRED) 70.00% MAX. 50.00% MAX. 60000 S.F. MAX. 35 MAX.BUILDING HEIGHT(S) (FT)40' BUSINESS SERVICE PARK SP-1 (PROVIDED) 1 OVERALL SITE PLAN NOTES: ·HEIGHT ALLOWABLE IS BASED ON 4:1 SLOPE FROM POINT O. ·'O' = GROUND ELEVATION @ NEAREST RESIDENTIAL PROPERTY BOUNDARY (626.24) . ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 7.80 ACRES LEGEND CONCRETE PAVEMENT X AREA OF IMPERVIOUS COVERAGE 188950 S.F.---- 33.74%15% MIN. ---- **NOTES: 1.REFERENCING PARKING AND TRIP GENERATION STUDY, KIMLEY-HORN. MAY 2023. 2.THE REQUIRED MINIMUM PARKING RATIO FROM THIS STUDY IS BASED ON THE PEAK RECORDED PARKING USE FOR ANY BUILDING/FACILITY RECORDED IN THE STUDY - 0.91/1000 BSF *SINGLE TENANT, OWNER, OR BUSINESS OCCUPANCY EXCEEDING 60,000 SF SUMMARY CHART - BUFFERYARDS (B-1 ZONING) LOCATION / LENGTH OF BASE LINE REQUIRED / PROVIDED LENGTH (FEET) BUFFERYARD WIDTH / TYPE NORTH -REQUIRED 626.31 10 - B PROVIDED 626.31 10 - B EAST -REQUIRED 417.11 10 - B PROVIDED 417.11 20 - B SOUTH -REQUIRED 575.17 10 - B PROVIDED 575.17 20 - B WEST -REQUIRED 532.90 10 - C PROVIDED 532.90 20 - C SITE DATA SUMMARY CHART BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 BUILDING ENTRANCE/EXIT NUMBER OF STORIES 1 2.5 MAX. ---- OFF STREET LOADING SPACING 2 2 REQUIRED OFF STREET LOADING AREA 4042 S.F.750 S.F. MIN. HEAVY CONCRETE PAVEMENT EXISTING TREE TO REMAIN BUILDING SETBACKS (S-P-1 / B-1 ZONING) N 50' E 15' S 30' W 15' BUILDING HEIGHT SETBACK SOUTH: 20' MAX HEIGHT WITHIN 100' OF RESIDENTIAL PROPERTY (B-1 ZONING) SUMMARY CHART - INTERIOR LANDSCAPE AREA LANDSCAPE AREA AREA IN FRONT OR SIDE REQUIRED 22524 16893 PROVIDED 65182 49959 *NOTE ANY CREDITS USED IN CALCULATIONS: INTERIOR (3) OTHER COMMENTS: OVERLAY RESIDENTIAL ADJACENCY HEIGHT RESTRICTION POINTS HEIGHT ALLOWABLE @ 4:1 THRESHOLD MAX BUILDING ELEVATION @ 40' HEIGHT A 680.74 669.50 B 754.47 669.50 C 768.17 669.50 D 789.04 669.50 USE WAREHOUSE RETAIL STORE 1 / 200 1 / 300 PARKING SPACES --------- S.F.1 SPACE / PER S.F. PARKING PER B-1 ZONING 1/237 (AGGREGATE)318 TOTAL S.F. 1 / 1000 OFFICE GENERAL B-1 PARKING REQUIREMENTS 2656 58815 13607 75078 295 9 14 PROPOSED PARKING 1 / 525 143 REQ. MIN. PARKING (REPORT)**0.91 / 1000**70** 1:1 134567820'-0"FINISHED FLOOR9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL17'-0" A.F.F.EXTERIOR LIGHTING25'-0" A.F.F.T.O. CONC PANEL47'-6 3/4"368'-1 3/8"54'-0"55'-0"55'-0"55'-0"55'-0"46'-6 3/4"12'-6" A.F.F.B.O. CANOPY36'-9" A.F.F.T.O. STUD WALL26'-7" A.F.F.T.O. TOWER37'-0" A.F.F.T.O. PARAPET26'-4" A.F.F.T.O. CONC. TOWER34'-7 1/2T.O. CONC. PANEL 28'-0" A.F.F.T.O. PARAPET25'-3" A.F.F.T.O. PARAPET19'-8" A.F.FT.O. CONC. PILASTERABCDEF0'-0"FINISHED FLOOR25'-0" A.F.F.T.O. CONC. PANEL9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL20'-0" A.F.F.EXTERIOR LIGHTING49'-11"238'-2"49'-11"49'-11"49'-11"38'-6"25'-3" A.F.F.T.O. PARAPET 28'-0" A.F.F.T.O. PARAPET19'-8" A.F.FT.O. CONC. PILASTER856342177.10'-0"FINISHED FLOOR20'-0" A.F.F.EXTERIOR LIGHTING55'-0"55'-0"46'-6 3/4"55'-0"46'-6 3/4"368'-1 3/8"55'-0"55'-0" 28'-0" A.F.F.T.O. PARAPET25'-0" A.F.F.T.O. CONC. PANEL25'-3" A.F.F.T.O. PARAPET10'-0" A.F.F. T.O. SCREEN WALL19'-8" A.F.FT.O. CONC. PILASTER1FRONT ELEVATIONSCALE: 1/16" = 1'-0"2REAR ELEVATIONSCALE: 1/16" = 1'-0"3RIGHT ELEVATIONSCALE: 1/16" = 1'-0"4LEFT ELEVATIONSCALE: 1/16" = 1'-0"ABCDEF0'-0"FINISHED FLOOR9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL20'-0" A.F.F.EXTERIOR LIGHTING38'-6"199'-8"49'-11"49'-11"49'-11"49'-11" 28'-0" A.F.F.T.O. PARAPET25'-0" A.F.F.T.O. CONC. PANEL25'-3" A.F.F.T.O. PARAPETMTL2CS-TTB-1MTL3E-1TB-1TB-2MTLTB-3CS-TMLT3MTL3E-1TB-3TB-1TB-2CS-TTB-2MTL3E-1TB-3TB-1TB-2MTLMTLMTLMTL3E-1CS-TTB-2TB-2TB-3TB-1TB-2TB-3TB-1TB-2TB-3TB-1TB-2TB-3MTL3E-1TB-1TB-2TB-3CS-TP-8P-9CS-TTB-2CS-TTB-2MTL2MTL2MTL2THIN BRICK VENEER PILASTER F&DTYP. 1'-0" DEPTH - DESIGN TOMATCH BUMPOUT ELEMENTTHIN BRICK VENEERBUMPOUT ELEMENTCORNER - 4'-0" x 4'-0"THIN BRICK VENEERBUMPOUT ELEMENTCORNER - 4'-0" x 4'-0"THIN BRICK VENEER BUMPOUTELEMENT CORNER - 4'-0" x 4'-0"THIN BRICK VENEER PILASTER F&D TYP. 1'-0" DEPTHDESIGN TO MATCH BUMPOUT ELEMENTTHIN BRICK VENEER PILASTER F&D TYP. 1'-0" DEPTHDESIGN TO MATCH BUMPOUT ELEMENTTB-3CS-TTB-1TB-2TB-3TB-1TB-2TB-3CS-TMARKMATERIALMANUFACTURERCOLORFINISHNOTESP-8PAINTSHERWIN WILLIAMSSW 7044 AMAZING GRAYSATINRAL COLOR MATCH: RAL 7044, INTERIOR SIDE OF CPUP-9PAINTSHERWIN WILLIAMSSW 7048 URBANE BRONZESATINRAL COLOR MATCH: RAL 7022, INTERIOR SIDE OF CPUP-10PAINTSHERWIN WILLIAMSSW 6868 REAL REDMETAL COPING TO BE FACTORY FINISHED "REGAL RED" TO MATCH P-10 RALCOLOR MATCH: RAL 3020TB-1THIN BRICKGLEN-GERY: MODULARTHIN BRICKCASTELLANA-ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-7 (MAYNOT BE PAINTED)TB-2THIN BRICKGLEN-GERY: MODULARTHIN BRICK800 CLASSIC GRAY SMOOTH-ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-8 (MAYNOT BE PAINTED)TB-3THIN BRICKGLEN-GERY: MODULARTHIN BRICKROMERO-ON PRECAST PANELS, PILASTER AND PROJECTIONS COLOR TO MATCH P-9 (MAYNOT BE PAINTED)CS-TCMULOCAL AVAILABILITYCOLOR TO MATCH P-1THIN CAST STONELOCAL AVAILABILITY 8 X 8 X 16CMUCMULOCAL AVAILABILITYCOLOR TO MATCH P-9SPLIT FACELOCAL AVAILABILITY 8X8X16 (MAY NOT BE PAINTED) - USED AT RECYCLINGENCLOSURE.MTLMETAL COPING, CANOPY, ANDOTHERKYNARREGAL REDSHOP FABRICATED METAL COPING TO BE PREFINISHED "REGAL RED" TOMATCH P-10MTL-2METAL COPING, CANOPY, ANDOTHERKYNARAMAZING GRAYSHOP FABRICATED METAL COPING TO BE PREFINISHED "AMAZING GRAY" TOMATCH P-8MTL-3METAL COPING, CANOPY, ANDOTHERKYNARMEDIUM BRONZESHOP FABRICATED METAL COPING TO BE PREFINISHED "MEDIUM BRONZE" TOMATCH P-9E-1E.I.F.S.DRYVITCOLOR TO MATCH P-9LYMESTONEDRYVIT OUTSULATION PLUS MD SYSTEMPAINT COLOR SCHEDULERTU BEYOND, TYP.RTU BEYOND, TYP.THIN BRICK SCREENWALL BEYOND8' WIDE PRECASTCONCRETE PANELS, TYP.RIGHT ENTRANCE TOWER WITHPRECAST PANELSLEFT ENTRANCE TOWERWITH PRECAST PANELSMETAL CANOPYAT MAIN ENTRYMETAL CANOPYAT CPURECESSED CPUBAYTHIN BRICK VENEER SCREEN WALL8' WIDE PRECASTCONCRETE PANELS, TYP.RTU BEYOND, TYP.METAL COPING, TYP.METAL COPING, TYP.METAL COPING, TYP.TRUCK WELL BEYOND8' WIDE PRECAST CONCRETEPANELS, TYP.8' WIDE PRECAST CONCRETEPANELS, TYP.PRECAST CONCRETE PANEL8-1/2" DEPTHRTU BEYOND, TYP.DOOR SHOWN BEHIND SCREEN WALL - SEE PLANMETAL COPING, TYP.THIN BRICKVENEER BUMPOUTELEMENTTYP. 3'-5" x 4'-0"THIN BRICK VENEER BUMPOUTELEMENTTYP. 3'-5" x 4'-0"PROPANESTORAGE7TYPICAL PRECAST PANELSCALE: 1/4" = 1'-0"0'-0"FINISHED FLOOR16'-0" A.F.F.B.O. BRICK TRANSITION9'-0" A.F.F.B.O. BRICK TRANSITION25'-0" A.F.F.T.O. CONC. PANELS U.N.O.5TYPICAL 4'-0" BUMPOUTSCALE: 1/4" = 1'-0"0'-0"FINISHED FLOOR28'-0" A.F.F.T.O. PARAPET1'-8"16'-0"3'-5"13'-2"3'-5"28'-0 3/4"1'-4 1/2"8"1'-4 1/2"5"TB-1TB-2TB-3MTL3E-1CS-TMTLTB-1TB-3TB-26TYP. 3'5" PILASTERSCALE: 1/4" = 1'-0"3'-5"1'-4 1/2"8"1'-4 1/2"19'-8"MTL2CS-TTB-219'-8" A.F.F.T.O. PILASTER8'-0"0'-0"FINISHED FLOOR10'-4 3/4"FACADE CALCULATIONS8FRONT ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"ELEVATION OVERALLLENGTH (372'-9 3/8")TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE83% OR 7,864 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE17% OR 1,621 SFTOTAL MASONRY USE: 100% OR 9,485 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSTOTAL: 1.5% OR 149 SFMETAL COPINGTOTAL: 1.2% OR 123 SFF&D SIGNAGETOTAL: 2.4% OR 230 SFTOTAL: 5% OR 502 SFFACADE CALCULATIONS6RIGHT ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE99% OF 5,825 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE1% OR 82 SFTOTAL MASONRY USE: 100% OR 5,907 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSN/AMETAL COPINGTOTAL: 2% OR 139 SFF&D SIGNAGEN/ATOTAL: 2% OR 139 SFFACADE CALCULATIONS7REAR ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE99% OR 9,073 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE1% OR 105 SFTOTAL MASONRY USE: 100% OR 9,178 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSN/AMETAL COPINGTOTAL: 2% OR 199 SFF&D SIGNAGEN/ATOTAL: 2% OR 199 SFFACADE CALCULATIONS5LEFT ELEV. - MATERIAL STUDYSCALE: 1/16" = 1'-0"TYPEREQUIREDPROVIDED / MET TOTALTB-1 GLEN GERYMODULAR THIN BRICK -CASTELLANAMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE98% OR 5,099 SFTB-2 GLEN GERYMODULAR THIN BRICK -800 CLASSIC GRAYSMOOTHMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLETB-3 GLEN GERYMODULAR THIN BRICK -ROMEROMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLECAST STONE MASONRY;MASONRY VENEERMUST BE CONSTRUCTED OFAT LEAST (2) MATERIALS;COMPLIMENT EACH OTHER;AND CONSISTENT IN STYLE2% OR 102 SFTOTAL MASONRY USE: 100% OR 5,201 SF"REGAL RED" ASPROVIDED (RAL 3020)CANOPIES/AWNINGSN/AMETAL COPING2% OR 138 SFF&D SIGNAGE3% OR 145 SFTOTAL: 5% OR 283 SFELEVATION OVERALLLENGTH (373'-1 3/8")ELEVATION OVERALLLENGTH (242'-2")ELEVATION OVERALLLENGTH (207'-8")8PROPANE STORAGE (RIGHT ELEVATION)SCALE: 1/4" = 1'-0"9RECYCLING ENCLOSURE (RIGHT ELEVATION)SCALE: 1/4" = 1'-0"10'-8"8'-0" TYP.10'-8"12'-5"12'-5"REARFRONTSOUTH SIDENORTH SIDEFRONTSOUTH SIDENORTH SIDETHIN BRICK FINISH, TYP.THIN BRICK FINISH, TYP.THIN BRICK FINISH, TYP.CMU SCREEN WALLWITH OPAQUE GATETHIN BRICKFINISH, TYP.CMU SCREEN WALLWITH OPAQUE GATETHIN BRICKFINISH, TYP.5'-0"8'-0" TYP.8'-0"5'-0"EXTERIOR ELEVATIONSA201TMHJH; RRDRAWN:CHECKED:SHEETSEALISSUEGROSS BLDG AREA:JOB NUMBER: ISSUE DATE:STORE NUMBER:PROTOTYPE: 2500 WINDY RIDGEPARKWAY, SE ATLANTA, GA 30339CODE CONSULTANTS, INC.ST. LOUIS, MISSOURI 63146-42352043 WOODLAND PKWY, SUITE 300314-991-2633TMCONSULTING STRUCTURAL ENGINEERSScottsdale, Arizona 85251Phone: (602) 265-4331 Fax: (480) 663-1788A.V. SCHWAN & ASSOCIATES6000 E. Thomas Road, Suite 1Website: www.AVSchwan.comSBLM Architects33 Walt Whitman Road, Suite 300AHuntington Station, NY 11746Telephone 631 683 5588Fax 631 683 559102303675,120 SFT.B.D.T.B.D.2023 Q12185 E Southlake Blvd,Dallas [Southlake], TX 76092Dallas [Southlake], TX STORE #TBD HALFF ASSOCIATES, INC.711 N. CARANCAHUA ST., SUITE 1190CORPUS CHRISTI, TX 78401TELEPHONE: 361-400-0981Eric SeversonQuestions For dlb Call:Phone:dlb associatesCONSULTING ENGINEERS, P.C.(732) 774-20003600 Rt 66, Suite 150 #5981,Neptune, N.J. 07753CITY CASE NO. ZA23-0042ZONING SUBMISSION08/21/23 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 SITE ORTHOGRAPHIC - FRONT CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 SOUTH FACE - FRONT CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 SOUTH WEST CORNER - FRONT CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 SOUTH EAST CORNER - FRONT CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 SOUTH EAST CORNER - RIGHT CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 NORTH EAST CORNER - REAR CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 NORTH WEST CORNER - REAR CITY CASE NO. ZA23-0042 August, 21 2023 16910 Dallas Parkway, Ste 216, Dallas, TX 75248 F&D Dallas-Southlake TX 2185 East Southlake Blvd. Dallas{Southlake}, Tx 76092 3D Views July 28, 2023T: 469 544 7770 Web: www.sblm.com Floor & Decor 2500 Windy Ridge Parkway, SE Atlanta, GA, 30339 SITE ORTHOGRAPHIC - REAR SCREEN WALLS SHOWN ON LANDSCAPE PLAN EXHIBIT ARE FOR ILLUSTRATIVE PURPOSES ONLY - REF. SITE PLAN FOR ACTUAL WALL LAYOUTS. 28 8 4" (Bufferyards) FILE NAME: \\halff.ad\PZA\AVO\54000s\54063\001\LA\CADD\Sheets\L1.00-54063.dwg DATE: July 27, 2023, TIME: 10:51 AM, USER: ah4341 AVO: 54063SHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 JULY, 2023 PK JRK AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYDATE NAME 2255 R.L.A. NO. 07/27/2023 JAMES R. KINDRED PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR REGULATORY APPROVAL,PERMIT,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:N0 40 8020 Refer to Sitework Specifications for all information needed for landscape work. Notify Landscape Architect or designated representative of any layout discrepancies or any condition which may prohibit the installation as shown. Verify and locate all utilities and site lighting conduits before landscape construction begins. Protection of all utilities is the responsibility of the Contractor. All landscape planting areas illustrated shall be graded smooth with three inches (3") of topsoil and three inches (3") of compost applied and consistently blended (tilled) to a depth of nine inches (9") . If adequate or sufficient topsoil is not available on site, the Contractor shall provide topsoil per the specifications and approved by the Owner. To obtain final grade, excavation may be necessary to accept the required depth of topsoil/compost mix with surface dressing or mulch. All beds shall be crowned to anticipate settlement and ensure drainage without disrupting surrounding planned drainage paths. Any areas disturbed for any reason prior to final acceptance of the project shall be corrected by the Contractor at no additional expense to the Owner. All landscaped areas will be irrigated with an underground automatic system. Quantities shown on these plans are for reference only. Plant spacing is as indicated in the Plant Material List unless otherwise noted. The Contractor has full responsibility to provide coverage in all planting areas as specified. All trees and shrubs shall be installed per planting details. Trees shall be planted at least five feet (5') from any utility line or sidewalk, to the outside of utility easements with a clear ten feet (10') around fire hydrants and twenty feet (20') min. from all irrigation control zone meter boxes, etc. Furthermore, planting within areas of turf shall give priority of location to irrigation. Trees, shall not be planted within five feet (5') of a spray head or ten feet (10') of a rotor. Remaining irrigation components shall respect the location of the illustrated landscape design. Shrubs, regardless of type, shall not be planted within thirty inches (30") of bed perimeters. All plant material shall be maintained in a healthy and growing condition, and must be replaced with similar variety and size if damaged or removed. Container grown plant material is preferred, however ball and burlap material may be substituted as indicated in the plant material list. All planting beds as designated shall be bordered by Owner approved four inch (4") steel edging w/ 316" min. thickness unless bed is bordered by concrete. Steel edging adjacent to decomposed granite beds shall have a 14" min. thickness. Terminate edging flush with paved surface with no sharp corners exposed. A four inch (4") dressing of Shredded hardwood mulch over a 4.1 oz, woven polypropylene, needle-punched fabric or equal weed barrier shall be used in all plant beds and around all trees and within all beds with plants spaced 18" o.c. or greater. Single trees or shrubs shall be mulched to the outside edge of the saucer or landscape island (See planting details). Fertilize all plants at the time of planting with 10-10-10 time release fertilizer. All areas of decomposed granite shall be over a 4.1 oz, woven polypropylene, needle-punched fabric or equal weed barrier of locally available material, installed to a compacted depth of three inches (3") to be flush with the top of curb, paved surface, and/or the top of steel edge. LANDSCAPE PROJECT NOTES EROSION CONTROL: Throughout the project and the maintenance period for turfgrass, it is the Contractor's responsibility to maintain the topsoil in place at specified grades. Topsoil and turfgrass losses due to erosion or any disturbance from construction activity will be replaced by the Contractor until ESTABLISHMENT and ACCEPTANCE is achieved. SOIL PREPARATION: All slopes and areas disturbed by construction, except those occupied by buildings, structures, or paving shall be graded smooth and four (4") inches of topsoil applied. If adequate topsoil is not available onsite, the Contractor shall provide topsoil as approved by the Owner. The area shall be dressed to typical sections and plowed to a depth of five (5") inches. Soil shall be further prepared by the removal of debris, weeds and stones larger than 3/4 inch in diameter. After tillage and cleaning, all areas to receive turf shall be leveled, fine graded, and drug with a weighted spike harrow or float drag. GRASS SOD: Turfgrass sod shall be 100% "Cynodon dactylon" (Common Bermuda grass). Sod shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots throughout the soil of the sod for a thickness not less than three-quarters (3/4") inch. Sod shall be alive, healthy, vigorous, free of insects, disease, stones, and undesirable foreign materials and grasses. The grass shall have been mowed prior to sod cutting so that the height of grass shall not exceed two (2") inches. Sod shall have been produced on growing beds of clay-loam topsoil. Sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. All sod is to be harvested, delivered, and planted within a thirty-six (36) hour period of time. Sod shall be protected from exposure to wind, sun, and freezing. Should installation occur between November and March, sod shall include an over-seed of Annual Rye for a grown-in appearance. IRRIGATION: In the absence of an irrigation system or areas beyond the coverage limits of a permanent irrigation system, Contractor shall water sod temporarily to develop adequate growth and establishment before regular maintenance begins. Turf shall be watered until firmly established. Water shall be furnished by the Contractor with means and methods available to achieve acceptable turf. The water source shall be clean and free of industrial wastes or other substances harmful to the growth of the turf. MAINTENANCE REQUIREMENTS: Vegetation should be inspected regularly to ensure that plant material is established properly and remains healthy. Mowing, trimming and supervision of water applications shall be the responsibility of the Contractor until the Owner or Owner's Representative accepts and assumes regular maintenance. ESTABLISHMENT AND ACCEPTANCE: All disturbed areas recieving sod shall receive topsoil as specified and be adequately established with turf such that any absence of water will not kill the turf, but promote a state of turf dormancy, until the next rainfall event. Regardless of unseasonable climatic conditions or other adverse conditions affecting planting operations and the growth of the turf grass, it shall be the sole responsibility of the Contractor to establish a uniform stand of grass. UNIFORM STAND OF GRASS is defined as minimum 80% coverage per square foot (no bare areas). Contractor to make a written request for inspection to Owner or Owner's representative a minimum of 5 days prior to the anticipated inspection date. SOD PROJECT NOTES 8" 3" D D D SHRUBS AS SPECIFIED NOTE: D = DIMENSION OF PLANT SPACING (SHRUB AND GROUNDCOVER AS INDICATED ON DRAWINGS) AMENDED SOIL UNDISTURBED SUBGRADE 4" LAYER OF MULCH OVER WEED BLOCK BACKFILL TO REMOVE ALL VOIDS BREAK THROUGH AND REMOVE ANY EXISTING "HARDPAN" AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE 3" LAYER OF DECOMPOSED GRANITE OVER WEED BLOCK PIT PLANTED SHRUB 4" STEEL EDGE - AS SHOWN IN LANDSCAPE PLAN (REF. LANDSCAPE PROJECT NOTES) SHRUB / GROUNDCOVER PLANTING & SPACING N.T.S. IF SHRUB IS BALL AND BURLAP, THEN REMOVE BURLAP AND ROPE FROM TOP 1/3 OF ROOTBALL NOTE: 1.SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. 2.OMIT WEED BLOCK WHEN PLANT SPACING IS 18" O.C. OR LESS SHRUB DISTANCE FROM EDGE OF BED N.T.S. 4' MIN. 2.5' MIN. 2.5' MIN. SPECIFIED BED BORDER NOTE: SEE LANDSCAPE NOTES AND SHRUB PLANTING AND SPACING DETAIL FOR INSTALLATION. 2' MIN. BACK OF CURB SPECIFIED BED BORDER EDGE OF SIDEWALK OR AS OTHERWISE SPECIFIED ON PLAN 2.5' MIN. OR AS OTHERWISE SPECIFIED ON PLAN 2"x2" STAKE (UNTREATED) 2"x2" UNTREATED CROSS MEMBER TO A LENGTH TO SPAN OPEN PIT REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL UNDISTURBED SUBSOIL BACKFILL MIX 2"x2" UNTREATED STAKE TO A DEPTH WITHIN FIRM SUBSOIL TO HOLD TREE IN PLACE 2"x2" UNTREATED CROSS MEMBER TO A LENGTH TO SPAN OPEN PIT 2" MULCH CREATING A 4" DEEP SAUCER ARBORTIE ROOT BALL DEPTH 6" DEPTH HEIGHT VARIES (SEE PLANT LIST) 1' TREE PLANTING N.T.S. NOTE: 1. ARBORTIE SHOULD ONLY BE USED AS A REMEDIAL MEANS TO PLUMB A TREE WHEN THE PRIMARY BELOW GRADE STAKING CAN NO LONGER BE ADJUSTED EFFECTIVELY AND CONDITIONS ARE WARRANTED BY THE LANDSCAPE ARCHITECT. 2. SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. LIMITS OF ROOT BALL/ INNER EDGE OF SAUCER LIMITS OF HOLE OUTER EDGE OF SAUCER PLAN VIEW PLACE TOP OF ROOT BALL MIN. 1" - MAX. 2" ABOVE GRADE APPLY DOWNWARD PRESSURE TO CROSS MEMBER AND CONNECT TO STAKE WITH 3" WOOD SCREW ARBORTIE STRAP 3/4" WHITE OR GRAY PVC SLEEVE 24" LONG TREE TRUNK ARBORTIE (PER MANUFACTURER INSTALLATION INSTRUCTIONS) LIMITS OF ROOT BALL LIMITS OF HOLE NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF WEED BLOCK AND MULCH MATERIAL TO USE. PLAN VIEW TREE TRUNK ROOT BALL DEPTH 6" DEPTH HEIGHT VARIES (SEE PLANT LIST) 1' ARBORTIE WHITE FLAGGING 1/3 (120°) REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL UNDISTURBED SUBSOIL BACKFILL MIX 6' STEEL TEE POST (3 @ 120°) 4" MULCH OVER WEED BLOCK CREATING A 4 INCH DEEP SAUCER WHITE FLAGGING (TYP.) (3) TEE POST TREE PLANTING ON A SLOPE N.T.S. EXISTING GROUND CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING OUTER EDGE OF SAUCER (*) SEE SHRUB PLANTING DETAIL FOR DIMENSIONS. REFERENCE PLANT MATERIAL LIST FOR PLANT TYPES AND LOCATIONS. TERMINUS OF 60° PARKING ROW GENERAL STEEL EDGE ALIGNMENT EXAMPLES N.T.S. CURB (TYP.) (*) SHRUB (REF. DETAIL) STEEL EDGE TURF CURB (TYP.) (*) SHRUB (REF. DETAIL) STEEL EDGE CURB INLET CURB (TYP.) (*) SHRUB (REF. DETAIL) STEEL EDGE CURB INLET CURB (TYP.) (*) SHRUB (REF. DETAIL) STEEL EDGE CURB (TYP.) (*) SHRUB (REF. DETAIL) STEEL EDGE TURFTURFTURF TURF ALTERNATE TERMINUS OF 60° PARKING ROW TERMINUS OF 90° PARKING ROW 60° PARKING WITH CURB INLET ALTERNATE 60° PARKING WITH CURB INLET STEEL EDGE CURB OR SIDEWALK CUT EXPOSED EDGE AT AN ANGLE 1/2" BELOW TOP OF CURB OR SIDEWALK 12" STEEL EDGE STAKE, TYP. 12" STEEL SPLICING EDGING STAKE (SEE NOTE #3 BELOW) STEEL EDGE TURF SOD OR SEED 1-1/2" BELOW TOP OF STEEL TOPSOIL 12" STEEL EDGE STAKE SHREDDED BARK MULCH SIDE VIEW FRONT VIEW TOP VIEW TURF CURB OR SIDEWALK BEND STEEL EDGE AT A 90° ANGLE AND STAKE IN PLACE WITH ANGLE CUT OF EXPOSED CORNER AS SHOWN BELOW TERMINUS OPTION 'A' TERMINUS OPTION 'B' STEEL EDGE TERMINATION N.T.S. 1.INSTALL STEEL EDGING TO UTILIZE FULL SECTIONS UNLESS CONTROLLED OTHERWISE WITH PLAN SHEET DIMENSIONS. 2.CUT STEEL EDGING AT AN ANGLE TO ACHIEVE A FINISHED STEEL EDGE HEIGHT OF 1/2" BELOW THE TOP OF ADJACENT HARDSCAPE. 3.IF STAKING IS NOT AVAILABLE WITHIN 12" OF THE EDGING TERMINATION, INSTALL A SPLICING EDGING STAKE WITHIN 6" OF THE TERMINATING EDGE AS SHOWN WITH OPTION 'B' 4.WHERE POSSIBLE, EDGE TERMINATION SHALL BE INSTALLED AS SHOWN IN TERMINUS OPTION 'A'. NOTES: LANDSCAPE DETAILS AND NOTES L1.02 625626627628628 629 630 629 631 628 625 626 627 628621621622623 625626627628624RIDGERIDGE RIDGE RIDGE RIDGE RIDGE RIDGE 625 622623624 626627 6 2 5 6 2 1 6 2 2 6 2 3 6 2 4 6 2 6 6 2 7 6 2 8 6 2 7 627 620621622623624620 621622623624615616617618617618619GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK 627 627 6256246246256 2 5626 RIDGE626 EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC EX. 18" RCPEX. 36" RCP EX. 18" RCPEX. 42" RCP EX. 24" HDPE EX. 24" HDPEEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 30" RCP EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 18" RCP EX. 27 " RCP EX. 7'x5' RCBC EX. 30" RCP EX. 21" RCPE X . 5 4 " RC P EX. 36" RCPEX. 30" RCP EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E. EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINE339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 30' FDC FLOOR & DECOR1 STORY75,078 SF.FF = 629.5010 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC S. VILLAGE CENTER DRIVE (60' R.OW.) LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL 8' MASONRY FENCE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING CONCRETE PAVEMENT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT 60' R.O.W. DEDICATION 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C8-TCP-54063.dwg DATE: August 17, 2023, TIME: 4:38 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529N9 TREE CONSERVATION PLAN TREE CONSERVATION LEGEND EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMAIN OFF-SITE TREE TO REMAIN TREE CANOPY AREA EXISTING TREE TO POTENTIALLY REMAIN TREE SURVEY OFFSITE TABLE Tag ID Common Name Scientific Name DBH (in)Trunks Condition 1 Live oak Quercus virginiana 8.5 2X Good 2 Lacebark elm Ulmus parvifolia 11 3X Good 3 Lacebark elm Ulmus parvifolia 6.5 2X Good 4 Sugar hackberry Celtis laevigata 6 2X Good 5 Sugar hackberry Celtis laevigata 8 2X Good 6 Live oak Quercus virginiana 6 2X Good 7 Lacebark elm Ulmus parvifolia 11 2X Good 8 Pecan Carya illinoinensis 19 3X Good 9 Sugar hackberry Celtis laevigata 21.5 5X Good 10 Sugar hackberry Celtis laevigata 12 3X Good 11 Sugar hackberry Celtis laevigata 23 5X Good 12 Pecan Carya illinoinensis 18 Good 13 Sugar hackberry Celtis laevigata 9 Good 14 Pecan Carya illinoinensis 17 2X Good 15 Pecan Carya illinoinensis 6.5 Good 16 American elm Ulmus americana 6.5 Good 17 Red mulberry Morus rubra 6 4X Good 18 Pecan Carya illinoinensis 6 Good 19 American elm Ulmus americana 11.5 2X Good 20 American elm Ulmus americana 11 Good 21 Sugar hackberry Celtis laevigata 12 3X Good 22 American elm Ulmus americana 17 2X Good 23 Sugar hackberry Celtis laevigata 7 Good 24 American elm Ulmus americana 8.5 Good 25 Eastern cottonwood Populus deltoides 11 Good 26 Eastern cottonwood Populus deltoides 22 Good 27 Sugar hackberry Celtis laevigata 13.5 Good 28 Pecan Carya illinoinensis 7 Good 29 Sugar hackberry Celtis laevigata 14 Good 30 Lacebark elm Ulmus parvifolia 13.5 3X Good 31 Bradford pear Pyrus calleryana 7.5 2X Good 32 Lacebark elm Ulmus parvifolia 7.5 Good 33 Pecan Carya illinoinensis 13.5 2X Good 34 Pecan Carya illinoinensis 16.5 3X Good 35 Pecan Carya illinoinensis 12.5 Good 36 Sugar hackberry Celtis laevigata 9.5 Good 37 Sugar hackberry Celtis laevigata 11 2X Good 38 Sugar hackberry Celtis laevigata 7.5 2X Good 39 Sugar hackberry Celtis laevigata 10.5 Good 40 Eastern red cedar Juniperus virginiana 6.5 Good 42 Sugar hackberry Celtis laevigata 8 Good 43 Sugar hackberry Celtis laevigata 7.5 Good 44 Sugar hackberry Celtis laevigata 9.5 2X Good 45 Sugar hackberry Celtis laevigata 9 Good 46 Sugar hackberry Celtis laevigata 7 2X Good 47 Hercules club Zanthoxylum clava-herculis 6 Good 48 Sugar hackberry Celtis laevigata 11 2X Good 49 Sugar hackberry Celtis laevigata 7 Good 50 Eastern cottonwood Populus deltoides 16.5 Good 51 Eastern cottonwood Populus deltoides 22.5 Good 52 Black willow Salix nigra 33 Good 53 Sugar hackberry Celtis laevigata 7 Good 54 Lacebark elm Ulmus parvifolia 13.5 4X Good 55 Lacebark elm Ulmus parvifolia 8.5 2X Good 56 Lacebark elm Ulmus parvifolia 8 Good 57 Lacebark elm Ulmus parvifolia 7.5 2X Good 66 American elm Ulmus americana 17.5 6X Good 214 American elm Ulmus americana 12.5 3X Good 215 American elm Ulmus americana 10 Good 216 American elm Ulmus americana 7 Good 217 American elm Ulmus americana 10 Good 218 American elm Ulmus americana 13.5 3X Good 219 American elm Ulmus americana 7 Good 237 American elm Ulmus americana 7 Good 238 American elm Ulmus americana 6.5 Good 239 American elm Ulmus americana 7.5 Good 242 Pecan Carya illinoinensis 24.5 2X Good 243 Cedar elm Ulmus crassifolia 5 Good 244 Cedar elm Ulmus crassifolia 5 Good 245 Cedar elm Ulmus crassifolia 5 Good 246 Cedar elm Ulmus crassifolia 4.5 Good 247 Cedar elm Ulmus crassifolia 5.5 Good 248 Pecan Carya illinoinensis 22.5 2X Good 249 Cedar elm Ulmus crassifolia 5.5 Good 250 Live oak Quercus virginiana 5.5 Good 251 Live oak Quercus virginiana 5.5 Good 252 Live oak Quercus virginiana 5.5 Good 253 Willow oak Quercus phellos 5.5 Good 255 Live oak Quercus virginiana 6 Good 256 Eastern red cedar Juniperus virginiana 7 2X Good 257 Lacebark elm Ulmus parvifolia 8.5 5X Good 259 Sugar hackberry Celtis laevigata 13.5 Good 260 Sugar hackberry Celtis laevigata 9 2X Good 261 Sugar hackberry Celtis laevigata 10 Good 262 Sugar hackberry Celtis laevigata 7 Good 263 Sugar hackberry Celtis laevigata 11 2X Good 264 Sugar hackberry Celtis laevigata 13 6X Good 265 American elm Ulmus americana 15.5 Good 266 Sugar hackberry Celtis laevigata 9 Good 267 Sugar hackberry Celtis laevigata 7 Good 268 Sugar hackberry Celtis laevigata 10.5 Good 269 Sugar hackberry Celtis laevigata 11.5 3X Good 270 Sugar hackberry Celtis laevigata 13 2X Good 271 Sugar hackberry Celtis laevigata 12 2X Good 274 Sugar hackberry Celtis laevigata 10 3X Good 275 Sugar hackberry Celtis laevigata 11 3X Good 276 Sugar hackberry Celtis laevigata 6 2X Good 277 Sugar hackberry Celtis laevigata 14 Good 278 Sugar hackberry Celtis laevigata 9 Good 279 Sugar hackberry Celtis laevigata 15 2X Good 280 Sugar hackberry Celtis laevigata 25 7X Good 281 Sugar hackberry Celtis laevigata 20 6X Good 282 Sugar hackberry Celtis laevigata 9.5 Good 283 Sugar hackberry Celtis laevigata 9.5 3X Good 284 Sugar hackberry Celtis laevigata 12.5 5X Good 285 Sugar hackberry Celtis laevigata 9.5 3X Good 286 Sugar hackberry Celtis laevigata 6.5 Good 287 Sugar hackberry Celtis laevigata 16.5 5X Good 288 Chinese pistache Pistacia chinensis 10.5 2X Good 289 Sugar hackberry Celtis laevigata 9 Good 291 Sugar hackberry Celtis laevigata 6.5 2X Good TP LIMITS OF TREE PROTECTION (PER METHOD AS APPROPIATE) (PER CITY OF SOUTHLAKE STANDARDS TREE TABULATIONS GROSS SITE AREA 293,050 SF EXISTING TREE CANOPY AREA: % OF SITE AREA: TOTAL DBH: 116,165 SF 39.64% 2214 IN EXISTING TREE CANOPY PROPOSED TO BE REMOVED AREA: % OF TREE CANOPY AREA: TOTAL DBH: 111,131 SF 95.66% 2109 IN EXISTING TREE CANOPY PROPOSED TO REMAIN AREA: % OF TREE CANOPY AREA: TOTAL DBH: 5,041 SF 4.34% 105 IN NOTE: TREE CANOPY CALCULATION ARE APPROXIMATE BASED ON TREE LOCATION FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY NOTE : TREE CANOPY CALCULATION EXCLUDES ALL RIGHT OF WAY AND OFF-SITE TREE CANOPY/AREA FROM NEIGHBORING PROPERTIES TREE SURVEY REMAINING TABLE Tag ID Common Name Scientific Name DBH (in)Trunks Condition 58 Sugar hackberry Celtis laevigata 6 Good 65 Lacebark elm Ulmus parvifolia 25.5 6X Good 272 Pecan Carya illinoinensis 16.5 2X Good 273 American elm Ulmus americana 39.5 3X Good 290 American elm Ulmus americana 17.5 Good TREE SURVEY DEMOLITION TABLE Tag ID Common Name Scientific Name DBH (in)Trunks Condition 41 Pecan Carya illinoinensis 22.5 Good 59 Pecan Carya illinoinensis 18.5 2X Good 60 Pecan Carya illinoinensis 18.5 2X Good 61 Pecan Carya illinoinensis 21 4X Good 62 Pecan Carya illinoinensis 16 2X Good 63 Pecan Carya illinoinensis 18.5 2X Good 64 Pecan Carya illinoinensis 24 2X Good 67 Pecan Carya illinoinensis 19.5 3X Good 68 American elm Ulmus americana 27 5X Good 69 Sugar hackberry Celtis laevigata 15.5 3X Good 70 Black willow Salix nigra 9.5 2X Good 71 Black willow Salix nigra 7.5 3X Good 72 Black willow Salix nigra 6.5 2X Good 73 Black willow Salix nigra 7.5 2X Good 74 Black willow Salix nigra 7.5 Good 75 Black willow Salix nigra 8.5 2X Good 76 Black willow Salix nigra 10.5 3X Good 77 Black willow Salix nigra 9.5 2X Good 78 Black willow Salix nigra 9 2X Good 79 Eastern red cedar Juniperus virginiana 15.5 Good 80 Eastern red cedar Juniperus virginiana 12.5 Good 81 Sugar hackberry Celtis laevigata 12 Good 82 Black willow Salix nigra 20 2X Good 83 Sugar hackberry Celtis laevigata 12.5 Good 84 Live oak Quercus virginiana 17 5X Good 85 Cedar elm Ulmus crassifolia 8 Good 86 Pecan Carya illinoinensis 17 Good 87 Pecan Carya illinoinensis 28 5X Good 88 Pecan Carya illinoinensis 11 Good 89 Pecan Carya illinoinensis 13.5 Good 90 Pecan Carya illinoinensis 21 2X Good 93 Live oak Quercus virginiana 6 Good 94 Live oak Quercus virginiana 8.5 4X Good 95 Eastern red cedar Juniperus virginiana 6.5 Good 96 Live oak Quercus virginiana 8.5 2X Good 97 Eastern red cedar Juniperus virginiana 6 Good 98 Eastern red cedar Juniperus virginiana 7.5 Good 99 Water oak Quercus nigra 6 Good 100 Eastern red cedar Juniperus virginiana 7.5 Good 101 Eastern red cedar Juniperus virginiana 7 Good 102 Sugar hackberry Celtis laevigata 7.5 Good 103 Pecan Carya illinoinensis 8.5 Good 104 Sugar hackberry Celtis laevigata 7 Good 105 American elm Ulmus americana 12 Good 106 Pecan Carya illinoinensis 8.5 Good 107 Pecan Carya illinoinensis 8 Good 108 American elm Ulmus americana 6 Good 109 Pecan Carya illinoinensis 11.5 Good 110 American elm Ulmus americana 11.5 Good 111 Eastern red cedar Juniperus virginiana 13 3X Good 112 American elm Ulmus americana 26.5 2X Good 113 Sugar hackberry Celtis laevigata 13 Good 114 American elm Ulmus americana 16.5 Good 115 American elm Ulmus americana 21.5 4X Good 116 American elm Ulmus americana 28 2X Good 117 Sugar hackberry Celtis laevigata 7.5 2X Good 118 Pecan Carya illinoinensis 13 2X Good 119 Pecan Carya illinoinensis 7 Good 120 Pecan Carya illinoinensis 13.5 2X Good 121 Pecan Carya illinoinensis 15 2X Good 122 Pecan Carya illinoinensis 7 Good 123 American elm Ulmus americana 14.5 2X Good 124 Sugar hackberry Celtis laevigata 6.5 Good 125 Pecan Carya illinoinensis 12 Good 126 Sugar hackberry Celtis laevigata 16.5 Good 127 American elm Ulmus americana 8.5 2X Good 128 American elm Ulmus americana 21.5 3X Good 129 Blackjack oak Quercus marilandica 6.5 Good 130 Sugar hackberry Celtis laevigata 12.5 2X Good 131 Bradford pear Pyrus calleryana 9 Good 132 American elm Ulmus americana 13.5 Good 133 American elm Ulmus americana 41 3X Good 134 Sugar hackberry Celtis laevigata 8.5 Good 135 Pecan Carya illinoinensis 7 Good 136 Blackjack oak Quercus marilandica 6 Good 137 Pecan Carya illinoinensis 16.5 Good 138 Pecan Carya illinoinensis 7 Good 139 Pecan Carya illinoinensis 12.5 Good 140 Pecan Carya illinoinensis 8.5 Good 141 Pecan Carya illinoinensis 6.5 Good 142 American elm Ulmus americana 10.5 3X Good 143 Sugar hackberry Celtis laevigata 6.5 2X Good 144 American elm Ulmus americana 14.5 2X Good 145 Sugar hackberry Celtis laevigata 11.5 6X Good 146 Cedar elm Ulmus crassifolia 12.5 2X Good 147 Sugar hackberry Celtis laevigata 10 Good 148 Cedar elm Ulmus crassifolia 6.5 Good 149 American elm Ulmus americana 6.5 3X Good 150 Mesquite Prosopis glandulosa 33 10X Good 151 American elm Ulmus americana 9.5 2X Good 152 American elm Ulmus americana 8.5 Good 153 American elm Ulmus americana 12.5 Good 154 American elm Ulmus americana 6 2X Good 155 Pecan Carya illinoinensis 6 Good 156 American elm Ulmus americana 7.5 Good 157 American elm Ulmus americana 6 Good 158 Gum bumelia Sideroxylon lanuginosum 6 2X Good 159 Pecan Carya illinoinensis 7 Good 160 Sugar hackberry Celtis laevigata 8 Good 161 American elm Ulmus americana 16 Good 162 American elm Ulmus americana 10 3X Good 163 Sugar hackberry Celtis laevigata 18 3X Good 164 American elm Ulmus americana 6 Good 165 Osage orange Maclura pomifera 13 3X Good 166 Pecan Carya illinoinensis 9.5 Good 167 American elm Ulmus americana 11 Good 168 Bradford pear Pyrus calleryana 11.5 3X Good 169 Live oak Quercus virginiana 14.5 2X Good 170 Eastern cottonwood Populus deltoides 7.5 Good 171 Eastern cottonwood Populus deltoides 9 2X Good 172 Eastern cottonwood Populus deltoides 9 3X Good 173 Pecan Carya illinoinensis 8.5 Good 174 Sugar hackberry Celtis laevigata 10 3X Good 175 American elm Ulmus americana 14.5 2X Good 176 Pecan Carya illinoinensis 6 Good 177 Bradford pear Pyrus calleryana 13 2X Good 178 American elm Ulmus americana 7 Good 179 Live oak Quercus virginiana 6 2X Good 180 American elm Ulmus americana 7 2X Good 181 Sugar hackberry Celtis laevigata 17.5 3X Dead 182 Pecan Carya illinoinensis 7 Good 183 Pecan Carya illinoinensis 15 Good 184 Sugar hackberry Celtis laevigata 9 Good 185 Eastern red cedar Juniperus virginiana 6 Good 186 Eastern red cedar Juniperus virginiana 8 Good 187 Eastern red cedar Juniperus virginiana 7 Good 188 Sugar hackberry Celtis laevigata 12 3X Good 189 Live oak Quercus virginiana 7 Good 190 American elm Ulmus americana 7 Good 191 Post oak Quercus stellata 6.5 Good 192 American elm Ulmus americana 6.5 Good 193 Hercules club Zanthoxylum clava-herculis 6 Good 194 Hercules club Zanthoxylum clava-herculis 6.5 Good 195 American elm Ulmus americana 20 Good 196 Sugar hackberry Celtis laevigata 10 Good 197 Pecan Carya illinoinensis 6.5 Good 198 Pecan Carya illinoinensis 6 Good 199 Live oak Quercus virginiana 7 Good 200 Live oak Quercus virginiana 7 2X Good 201 Live oak Quercus virginiana 7 Good 202 Live oak Quercus virginiana 9 Good 203 Pecan Carya illinoinensis 10 Good 204 American elm Ulmus americana 44.5 4X Good 205 Eastern red cedar Juniperus virginiana 15 Good 206 Bradford pear Pyrus calleryana 8 2X Good 207 Sugar hackberry Celtis laevigata 8 2X Good 208 Sugar hackberry Celtis laevigata 6 3X Good 209 American elm Ulmus americana 6 Good 210 American elm Ulmus americana 8 2X Good 211 American elm Ulmus americana 8 Good 212 American elm Ulmus americana 9.5 2X Good 213 American elm Ulmus americana 9 Good 220 American elm Ulmus americana 15.5 3X Good 221 American elm Ulmus americana 10 Good 222 American elm Ulmus americana 6 Good 223 Sugar hackberry Celtis laevigata 13.5 4X Good 224 American elm Ulmus americana 7.5 Good 225 American elm Ulmus americana 18 3X Good 226 American elm Ulmus americana 10 Good 227 American elm Ulmus americana 28 Good 228 American elm Ulmus americana 16.6 Good 229 Pecan Carya illinoinensis 10 2X Good 230 Pecan Carya illinoinensis 21.5 2X Good 231 Pecan Carya illinoinensis 25.5 2X Good 232 Eastern cottonwood Populus deltoides 7.5 Good 233 Live oak Quercus virginiana 12.5 3X Good 234 Hercules club Zanthoxylum clava-herculis 8 4X Good 235 American elm Ulmus americana 7.5 Good 236 American elm Ulmus americana 12.5 3X Good 240 American elm Ulmus americana 7 Good 241 American elm Ulmus americana 7 Good 254 American elm Ulmus americana 8.5 3X Good 258 Lacebark elm Ulmus parvifolia 13 5X Good 292 Eastern cottonwood Populus deltoides 8 2X Good 293 Eastern cottonwood Populus deltoides 6.5 Good 294 Eastern cottonwood Populus deltoides 9 2X Good 295 Eastern cottonwood Populus deltoides 7.5 Good 296 Eastern cottonwood Populus deltoides 6.5 2X Good 297 Eastern cottonwood Populus deltoides 7 2X Good 298 Eastern cottonwood Populus deltoides 7.5 Good 299 Eastern cottonwood Populus deltoides 7 Good 91 Pecan Carya illinoinensis 19 Good 92 Pecan Carya illinoinensis 19.5 3X Good 0 50'100' GRAPHIC SCALE - 1"=50' BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 S. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL E. SOUTHLAKE BOULEVARD (F.M. 1709) (Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E. (INST. NO. D206305192) EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 15' SANITARY SEWER EASEMENT EX. 20' PIPELINE EASEMENT 20' BUFFERYARD TYPE C 10' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S89°34'26"W 30.00' N00°02'16"W 50.00' N89°34'26"E 42.00' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) FDC 10 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 FLOOR & DECOR 1 STORY 75078 SF. FF = 629.50 PROP. 8' MASONRY SCREEN WALL 50'265'END OF PROP. 8' MASONRY SCREEN WALL BEGINNING OF PROP. 8' MASONRY SCREEN WALL 10' MASONRY SCREEN WALL 105.27'PROPOSED DUMPSTER ENCLOSURE W/ 8' MASONRY SCREEN WALL 38.39' PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C9-FENCING PLAN-54063.dwg DATE: August 17, 2023, TIME: 4:39 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80' GRAPHIC SCALE - 1"=40'N10 FENCING PLAN LEGEND 8' MASONRY FENCE BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 628627628629 628 626627628 623 6246256626627625134567820'-0"FINISHED FLOOR9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL17'-0" A.F.F.EXTERIOR LIGHTING25'-0" A.F.F.T.O. CONC PANEL47'-6 3/4"368'-1 3/8"54'-0"55'-0"55'-0"55'-0"55'-0"46'-6 3/4"12'-6" A.F.F.B.O. CANOPY36'-9" A.F.F.T.O. STUD WALL26'-7" A.F.F.T.O. TOWER37'-0" A.F.F.T.O. PARAPET26'-4" A.F.F.T.O. CONC. TOWER34'-7 1/2T.O. CONC. PANEL 28'-0" A.F.F.T.O. PARAPET25'-3" A.F.F.T.O. PARAPET19'-8" A.F.FT.O. CONC. PILASTER5'-6" FROMEYE LEVEL F.F5'-6" FROMEYE LEVEL F.F5'-6" FROMEYE LEVEL F.FEXTERIOR ELEVATIONS -SITE LINE STUDY - FRONTSL-2TMHJH; RRDRAWN:CHECKED:SHEETSEALISSUEGROSS BLDG AREA:JOB NUMBER: ISSUE DATE:STORE NUMBER:PROTOTYPE: 2500 WINDY RIDGEPARKWAY, SE ATLANTA, GA 30339CODE CONSULTANTS, INC.ST. LOUIS, MISSOURI 63146-42352043 WOODLAND PKWY, SUITE 300314-991-2633TMCONSULTING STRUCTURAL ENGINEERSScottsdale, Arizona 85251Phone: (602) 265-4331 Fax: (480) 663-1788A.V. SCHWAN & ASSOCIATES6000 E. Thomas Road, Suite 1Website: www.AVSchwan.comSBLM Architects33 Walt Whitman Road, Suite 300AHuntington Station, NY 11746Telephone 631 683 5588Fax 631 683 559102303675,120 SFT.B.D.T.B.D.2023 Q12185 E Southlake Blvd,Dallas [Southlake], TX 76092Dallas [Southlake], TX STORE #TBD HALFF ASSOCIATES, INC.711 N. CARANCAHUA ST., SUITE 1190CORPUS CHRISTI, TX 78401TELEPHONE: 361-400-0981Eric SeversonQuestions For dlb Call:Phone:dlb associatesCONSULTING ENGINEERS, P.C.(732) 774-20003600 Rt 66, Suite 150 #5981,Neptune, N.J. 07753CITY CASE NO. ZA23-0042ZONING SUBMISSION08/21/23 62862762862962862662762862566266275'-6" FROMEYE LEVEL F.F5'-6" FROMEYE LEVEL F.FABCDEF0'-0"FINISHED FLOOR9'-0" A.F.F.B.O. ACCENT BAND/REVEAL16'-0" A.F.F.B.O. ACCENT BAND/REVEAL20'-0" A.F.F.EXTERIOR LIGHTING38'-6"199'-8"49'-11"49'-11"49'-11"49'-11" 28'-0" A.F.F.T.O. PARAPET25'-0" A.F.F.T.O. CONC. PANEL25'-3" A.F.F.T.O. PARAPETEXTERIOR ELEVATIONS -SITE LINE STUDY - LEFTSL-1TMHJH; RRZONING SUBMISSION08/21/23DRAWN:CHECKED:SHEETSEALISSUEGROSS BLDG AREA:JOB NUMBER: ISSUE DATE:STORE NUMBER:PROTOTYPE: 2500 WINDY RIDGEPARKWAY, SE ATLANTA, GA 30339CODE CONSULTANTS, INC.ST. LOUIS, MISSOURI 63146-42352043 WOODLAND PKWY, SUITE 300314-991-2633TMCONSULTING STRUCTURAL ENGINEERSScottsdale, Arizona 85251Phone: (602) 265-4331 Fax: (480) 663-1788A.V. SCHWAN & ASSOCIATES6000 E. Thomas Road, Suite 1Website: www.AVSchwan.comSBLM Architects33 Walt Whitman Road, Suite 300AHuntington Station, NY 11746Telephone 631 683 5588Fax 631 683 559102303675,120 SFT.B.D.T.B.D.2023 Q12185 E Southlake Blvd,Dallas [Southlake], TX 76092Dallas [Southlake], TX STORE #TBD HALFF ASSOCIATES, INC.711 N. CARANCAHUA ST., SUITE 1190CORPUS CHRISTI, TX 78401TELEPHONE: 361-400-0981Eric SeversonQuestions For dlb Call:Phone:dlb associatesCONSULTING ENGINEERS, P.C.(732) 774-20003600 Rt 66, Suite 150 #5981,Neptune, N.J. 07753CITY CASE NO. ZA23-0042 625 625 625 630 630 630 621 621 621 6 2 1 622 622 622 622 6 2 2 623 623 6 2 3 624 624 62 4 626 626 626 627 627 627 628 628 628 629 629 629 631 631 631 632 632 633 633 634 634 625 622 622623 6 2 3 624 626 627 628620 620625625630630617617 61761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463 4 625624626627628629EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC EX. 18" RCPEX. 36" RCPEX. 36" RCP EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE EX. 24" HDPEEX. 24" HDPE EX. 7'x5' RCBCEX. 18 " RCP EX. 8'x4' RCBC EX. 7'x5' RCBC EX. 30" RCP EX. 30" RCP EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 18" RCP EX. 7'x5' RCBC EX. 30" RCP EX. 21" RCPE X . 5 4 " RC P EX. 36" RCPEX. 30" RCP EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E. EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINES. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL 339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALFLOOR & DECOR 1 STORY 75,078 SF. FF = 629.50 10 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 625626627628628 629 630 629 631 628 625 626 627 628621621622623 625626627628624RIDGERIDGE RIDGE RIDGE RIDGE RIDGE RIDGE 625 622623624 626 627 6 2 5 6 2 1 6 2 2 6 2 3 6 2 4 6 2 6 6 2 7 6 2 8 6 2 7 627 620621622623624620 621622623624615616617618617618619GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK 627 627 6256246246256 2 5626 RIDGE626 EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) 20' BUFFERYARD TYPE C 10' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) 2% 2% 628.7± MATCH EX. 629.3± MATCH EX. 626.99 627.24 627.54 629.52 629.22 629.46 630.9± MATCH EX. 629.8± MATCH EX. 628.68 627.92 628.22 624.98 624.68 623.69 623.03 628.02 628.51 628.87 628.84 629.36 629.21 624.78 626.54 625.44 628.71628.87 627.97 628.51 628.87 628.37 627.81 625.44 626.33 624.71 623.59 624.46 629.19 629.00 628.26 628.10 627.80 624.92 629.32 629.50 627.66 626.76 626.59 625.59 626.36 625.16 625.45 625.50 625.50 624.56 624.70624.70 623.73 625.50 624.13 623.73 625.40 626.76 626.67 625.15 624.94 625.74 625.82 626.78 626.53 627.72 626.39 628.87 619.60 613.00 618.8± MATCH EX. 618.6± MATCH EX. 618.6± MATCH EX. 618.0± MATCH EX.624.75 616.56 624.74 618.5± MATCH EX. 624.05 618.3± MATCH EX. 627.17 627.09 628.18 627.9± MATCH EX. 628.1± MATCH EX. 627.8± MATCH EX. 626.97 627.05 628.0± MATCH EX. 628.29 628.04 628.15 628.54 628.65 627.8± MATCH EX. 628.70 628.59 621.84 626.22 624.59 623.89 622.1± MATCH EX. 621.59 620.51 621.17 621.47 EXISTING TREES TO REMAIN NO SITE DISTURBANCE SHALL BE UNDERTAKEN HERE 626.54 EX. 175' WIDE DRAINAGE & UTILITY EASEMENT TO BE ABANDONED VOL.12585, PG. 2118 PROPOSED TOE WALL 5' CURB CUT W/ FLUME 621.04 620.19 624.36622.86 628.87 627.34 625.89 626.13 626.98 626.67 625.86 627.79 627.27 2.7%5.0%3.0%2.6%2.6% 2.1%1.0%1.2%2.6%2.8% 3.0% 1.2% 2.9% 2.1% 4.0% 3.3% 2.0 % 621.07 620.27 628.87 629.36 628.99 628.53 626.54 626.78 626.98 626.54628.53 628.51 624.79 21.9% 20.6% EXISTING LEGEND: OHE EX. 8'' W EX. 8'' SS MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT BOLLARD SIGN LIGHT POLE AIR CONDITIONING UNIT MANHOLE MONITORING WELL ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE BILLBOARD POWER POLE GAS METER GROUND LIGHT SANITARY SEWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND COMMUNICATIONS LINE EX. GAS UGT UGC STORM SEWER LINE GRATE INLET LOT LINE EASEMENT LINE FENCE POST CURB INLET GRADING LEGEND RIDGE LINE GRADE BREAK FLOW ARROW GB PROPOSED ELEVATION 405.00 PROP. MAJOR CONTOUR PROP. MINOR CONTOUR 405 406 PROPOSED RETAINING WALL PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C2-GP-54063.dwg DATE: August 17, 2023, TIME: 4:36 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYMATCH EXISTING ELEVATION405.00± MATCH EX. CITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80' GRAPHIC SCALE - 1"=40'N2 OVERALL GRADING PLAN ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP 3 KIMBALL OAKS DRAINAGE AREA MAP PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C3A-ASBUILT EDAMN-54063.dwg DATE: August 17, 2023, TIME: 4:36 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529NOTE: N.T.S FOR INFORMATION ONLY EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 48" RCPEX. 8'x4' RCBC EX. 8'x4' RCBCEX. 18 " HDPEEX. 18" RCPEX. 36" RCPEX. 36" RCP EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE EX. 24" HDPEEX. 24" RCPEX. 24" HDPE EX. 7'x5' RCBCEX. 30" RCPEX. 18 " RCP EX. 8'x4' RCBC E X . 2 4 " R C PEX. 48" RCPEX. 48" RCPEX. 36" RCPEX. 4 2" R C P EX. 24" RCPEX. 7'x5' RCBC EX. 30" RCP E X . 5 4 " RC PEX. 60 " RCPEX. 48" RCPEX. 54" RCPEX. 30" RCP EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 18" RCP EX. 7'x5' RCBC EX. 30" RCP EX. 21" RCPE X . 5 4 " RC P EX. 21" RCPEX. 36" RCPEX. 30" RCP EX. 18" RCPEX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E. EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 36" RCPEX. 8" WATER LINE339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 625 625 625 630 630 630 621 621 621 6 2 1 622 622 622 622 6 2 2 623 623 6 2 3 624 624 62 4 626 626 626 627 627 627 628 628 628 629 629 629 631 631 631 632 632 633 633 634 634 625 622 622623 6 2 3 624 626 627 628620 62062562563063061761761761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463 4 625624626627628629EX. 175' STORM EASEMENT TO BE ABANDONED S. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E. (INST. NO. D206305192) EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT EX. 20' PIPELINE EASEMENT N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S89°34'26"W 30.00' N00°02'16"W 50.00' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) QEX = 0.00 CFS QALLOW = 11.75 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014. EX. 'Y' INLET OS-2 QEX = 10.79 CFS QALLOW = 32.08 CFS QEX = 0.00 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014. EX. 'Y' INLET OS-1 QEX = 11.04 CFS QALLOW = 20.77 CFS QEX = 24.24 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014. SWALE DENOTED PER ETHAN ALLEN AS-BUILT CIVIL PLANS DATED/APPROVED 11/6/2008. OFFSITE PROPERTY DRAINS AWAY FROM DEVELOPMENT PER KIMBALL CROSSING AS-BUILT CIVIL PLANS DATED/APPROVED 10/10/2012. SWALE DENOTED PER CHEATHAM & ASSOCIATES AS-BUILT CIVIL PLANS DATED/APPROVED 3/31/00. ONSITE UNCHANGED FLOW REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014 FOR BREAKDOWN. REFER TO KIMBALL CROSSING AS-BUILT CIVIL PLANS, DATED/APPROVED 10/10/2012 FOR BREAKDOWN. EX. 10' CURB INLET EX-4EX. 10' CURB INLET EX-6 EX. CURB INLET EX-3 QEX = 2.41 CFS (SEE DRAINAGE NOTE 1 THIS SHEET) 0 50'100' GRAPHIC SCALE - 1"=50'N4 EXISTING DRAINAGE AREA MAP ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP EXISTING LEGEND: OHE EX. 8'' W EX. 8'' SS MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT BOLLARD SIGN LIGHT POLE AIR CONDITIONING UNIT MANHOLE MONITORING WELL ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE BILLBOARD POWER POLE GAS METER GROUND LIGHT SANITARY SEWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND COMMUNICATIONS LINE EX. GAS UGT UGC STORM SEWER LINE GRATE INLET LOT LINE EASEMENT LINE FENCE POST CURB INLET PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C3-EDAMN-54063.dwg DATE: August 17, 2023, TIME: 4:36 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529---- EX-1 2.57 DRAINAGE AREA AREA (ACRE)FLOW (CFS) DRAINAGE LEGEND: EXISTING DRAINAGE AREAS DA AREA C CF CF C*A*CF Tc I1 Q1 I5 Q5 I10 Q10 I100 C*A*CF Q100 NAME (acres)1YR-10YR 100 YR 1YR-10 YR (min)(in/hr)(cfs)(in/hr)(cfs)(in/hr)(cfs)(in/hr)100 YR (cfs)COMMENTS EX-1 3.87 0.30 1.00 1.00 1.16 10.0 3.98 4.6 5.72 6.6 6.61 7.7 9.24 1.16 10.72 To EX. 'Y' Inlet OS-1 EX-2 3.59 0.30 1.00 1.00 1.08 10.0 3.98 4.3 5.72 6.2 6.61 7.1 9.24 1.08 9.96 To EX. 'Y' Inlet OS-2 EX-3 0.08 0.80 1.00 1.00 0.07 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.07 0.63 To Ex. Curb Inlet EX-3 EX-4 0.09 0.80 1.00 1.00 0.07 10.0 3.98 0.3 5.72 0.4 6.61 0.5 9.24 0.07 0.68 To Ex. 10' Curb Inlet EX-4 EX-5 0.02 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.1 9.24 0.02 0.16 To EX. 'Y' Inlet OS-2 EX-6 0.01 0.80 1.00 1.00 0.01 10.0 3.98 0.0 5.72 0.0 6.61 0.1 9.24 0.01 0.07 To Ex. 10' Curb Inlet EX-6 OS-1 0.12 0.30 1.00 1.00 0.03 10.0 3.98 0.1 5.72 0.2 6.61 0.2 9.24 0.03 0.32 To EX. 'Y' Inlet OS-1 OS-2 0.16 0.30 1.00 1.00 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.3 9.24 0.05 0.45 To EX. 'Y' Inlet OS-2 OS-3 0.08 0.80 1.00 1.00 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.06 0.59 To EX-3 OS-4 0.86 0.80 1.00 1.00 0.69 10.0 3.98 2.7 5.72 3.9 6.61 4.5 9.24 0.69 6.34 To EX-4 OS-5 0.03 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.2 9.24 0.02 0.22 To EX-5 DRAINAGE NOTES: 1.EX. CURB INLET EX-3 FLOW WAS CALCULATED USING AREA EX-3 IN CONJUNCTION WITH KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14 DRAINAGE AREAS OS-2 & OS-3 (0.63 + 1.02 + 0.76 = 2.41 CFS). 2.AREA EX-4 & AREA OS-4 ARE BASED OFF AREA D4 PER KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14, DELINEATED BY THE PROPERTY LINE. 625 625 625 630 630 630 621 621 621 6 2 1 622 622 622 622 6 2 2 623 623 6 2 3 624 624 62 4 626 626 626 627 627 627 628 628 628 629 629 629 631 631 631 632 632 633 633 634 634 625 622 622623 6 2 3 624 626 627 628620 62062562563063061761761761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463 4 625624626627628629EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINEEX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'X4' BOX CULVERT EX. 8'X4' BOX CULVERT EX. 8'X4' BOX CULVERT EX. 8'X4' BOX CULVERTEX. 36" RCPEX. 48" RCPEX. 8'x4' RCBC EX. 8'x4' RCBCEX. 18 " HDPE EX. 8'X4' BOX CULVERT EX. 18" RCPEX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 48" RCPEX. 24" HDPE EX. 36" RCPEX. 48" RCPEX. 24" HDPEEX. 24" RCPEX. 24" HDPE EX. 7'x5' RCBCEX. 18 " RCP EX. 8'x4' RCBC E X . 2 4 " R C PEX. 48" RCPEX. 48" RCPEX. 48" RCPEX. 36" RCPEX. 4 2" R C P EX. 24" RCPEX. 7'x5' RCBC EX. 30" RCP EX. 48" RCPEX. 54" RCPEX. 30" RCP EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 18" RCP EX. 7'x5' RCBC EX. 21" RCPE X . 5 4 " RC P EX. 21" RCPEX. 36" RCPEX. 30" RCP EX. 18" RCPEX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E. EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 36" RCPEX. 48" RCPEX. 8" WATER LINE339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 625626627628628 629 630 629 631 628 625 626 627 628621621622623 625626627628624RIDGERIDGE RIDGE RIDGE RIDGE RIDGE RIDGE 625 622623624 626 627 6 2 5 6 2 1 6 2 2 6 2 3 6 2 4 6 2 6 6 2 7 6 2 8 6 2 7 627 620621622623624620 621622623624615616617618617618619GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK 627 627 6256246246256 2 5626 RIDGE626 FLOOR & DECOR1 STORY75,078 SF.FF = 629.5010 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 S. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL E. SOUTHLAKE BOULEVARD (F.M. 1709) (Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALDISCHARGE POINT 2 QALLOW = 11.75 CFS QPROP = 2.57 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, (AREA E1) DATED/APPROVED 02/21/2014. DISCHARGE POINT 4 QALLOW = 81.5 CFS QPROP = 79.55 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 02/21/2014. Q100-YR = 213.00 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014. DISCHARGE POINT 3 QALLOW = 256.83 CFS QPROP = 256.83 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014. DISCHARGE POINT 1 QALLOW = 32.08 CFS QPROP = 41.26 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, (AREA E3) DATED/APPROVED 02/21/2014. Q100-YR = 58.90 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014. EX. 'Y' INLET OS-1 Q100-YR = 0.98 CFS EX. CURB INLET EX-3 Q100-YR = 3.71 CFS (SEE DRAINAGE NOTE 6 THIS SHEET) SWALE DENOTED PER CHEATHAM & ASSOCIATES AS-BUILT CIVIL PLANS DATED/APPROVED 3/31/00. DISCHARGE POINT 5 QALLOW = 7.02 CFS QPROP = 7.53 CFS REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, (AREA E3) DATED/APPROVED 02/21/2014. ONSITE UNCHANGED FLOW REFER TO KIMBALL OAKS AS-BUILT CIVIL PLANS, DATED/APPROVED 02/21/2014 FOR BREAKDOWN. REFER TO KIMBALL CROSSING AS-BUILT CIVIL PLANS, DATED/APPROVED 10/10/2012 FOR BREAKDOWN. EX. 'Y' INLET OS-2 Q100-YR = 15.96 CFS EX. 10' CURB INLET EX-4 (TO BE REMOVED) EX. 10' CURB INLET EX-6 PROP. 2-GRATE INLET C-1 PROP. 2-GRATE INLET C-3 PROP. 4-GRATE INLET C-2 PROP. 4-GRATE INLET A-3 PROP. 20' CURB INLET INLET D-1 PROP. 6-GRATE INLET A-2 PROP. 3'x3' LANDSCAPE INLET A-1 PROP. 3'x3' 'Y' INLET A-0 EX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E. (INST. NO. D206305192) EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 15' SANITARY SEWER EASEMENT EX. 20' PIPELINE EASEMENT 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S89°34'26"W 30.00' N00°02'16"W 50.00' N89°34'26"E 42.00' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EXISTING LEGEND: OHE EX. 8'' W EX. 8'' SS MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT BOLLARD SIGN LIGHT POLE AIR CONDITIONING UNIT MANHOLE MONITORING WELL ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE BILLBOARD POWER POLE GAS METER GROUND LIGHT SANITARY SEWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND COMMUNICATIONS LINE EX. GAS UGT UGC STORM SEWER LINE GRATE INLET LOT LINE EASEMENT LINE FENCE POST CURB INLET PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C4-PDAM-54063.dwg DATE: August 17, 2023, TIME: 4:37 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 50'100' GRAPHIC SCALE - 1"=50'N5 PROPOSED DRAINAGE AREA MAP **USED AREA FROM KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 02/21/2014 *USED C-FACTOR OF 0.80 FOR OFF-SITE DRAINAGE ---- EX-1 2.57 DRAINAGE AREA AREA (ACRE)FLOW (CFS) ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 DRAINAGE LEGEND: BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP DRAINAGE NOTES: 1.ALL FLOW RATES LISTED BELOW ARE BASED ON THE 100-YEAR STORM EVENT. 2.AREAS "S" AND "E" FROM DRAINAGE AREA MAP BY CHEATHAM & ASSOCIATES, DATED 10-12-00 FOR OFFSITE "DRAINAGE AND SANITARY SEWER IMPROVEMENTS TO SERVE NEW INTERMEDIATE/MIDDLE SCHOOL", "DRAINAGE AREA MAP AND HYDRAULIC COMPUTATIONS" CONTRIBUTE TO THE EXISTING 5 - 8'x4' R.C.B.C. BORDERING THE SITE, DESIGN Q FROM THESE AREAS IS 95.1 CFS (FROM "S" DETAINED) AND 117.9 CFS (FROM "E" UNDETAINED), TOTALING 213.0 CFS. 3.PER KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14, AN ALLOWABLE FLOW OF 32.08 CFS (AREA E3) WAS DESIGNED FOR DISCHARGE POINT 1, AND AN ALLOWABLE FLOW OF 11.75 CFS (AREA E1) WAS DESIGNED FOR DISCHARGE POINT 2. COMBINING THESE ALLOWABLE FLOWS WITH THE EX. OFFSITE FLOW OF 213 CFS FROM "INTERMEDIATE/MIDDLE SCHOOL", RESULTS IN A TOTAL ALLOWABLE FLOW OF 256.83 CFS AT DISCHARGE POINT 3. 4.FOR THIS DEVELOPMENT, A PROP. FLOW OF 41.26 CFS WILL BE SENT TO DISCHARGE POINT 1 AND A PROP. FLOW OF 2.57 CFS WILL BE SENT TO DISCHARGE POINT 2. COMBINING THESE PROPOSED FLOWS WITH THE EX. OFFSITE FLOW OF 213 CFS FROM "INTERMEDIATE/MIDDLE SCHOOL", WILL RESULT IN A TOTAL PROP. FLOW OF 256.83 CFS AT DISCHARGE POINT 3. 5.DUE TO THE PROP. FLOW EXCEEDING THE ALLOWABLE FLOW AT DISCHARGE POINT 1 (41.26 - 32.08 = 9.18 CFS) DETENTION IS REQUIRED TO REDUCE THE PROP. FLOW TO DISCHARGE POINT 2 TO A RATE OF (11.75 - 9.18 = 2.57 CFS). HALFF HAS VERIFIED THAT THE EX. STORM CONVEYANCE SYSTEM CAN ACCEPT ADDITIONAL FLOW FROM DISCHARGE POINT 1. 6.3.71 CFS WAS CALCULATED USING PROPOSED DRAINAGE AREAS C-0A, C-0B, AND EX-3 IN CONJUNCTION WITH KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14 DRAINAGE AREAS OS-2 & OS-3. (0.77 + 0.70 + 0.46 + 1.02 + 0.76 = 3.71 CFS). 7.PER KIMBALL OAKS AS-BUILT CIVIL PLANS DATED/APPROVED 2-21-14, A FLOW OF 7.02 CFS DRAINS TO EX. INLET EX-4 (AREA D4 PER KIMBALL OAKS PLAN). INLET EX-4 IS TO BE REMOVED & RELOCATED, RESULTING IN AN INCREASE OF FLOW OF 0.51 CFS (D1 - EX4). AT THE SAME TIME, THE PROPOSED NORTHERN DRIVE WILL ACCEPT 0.59 CFS (C3-OFF) FROM THE SAME OFFSITE SYSTEM. GRADING LEGEND RIDGE LINE GRADE BREAK FLOW ARROW GB PROPOSED ELEVATION 405.00 PROP. MAJOR CONTOUR PROP. MINOR CONTOUR 405 406 PROPOSED RETAINING WALL MATCH EXISTING ELEVATION405.00± MATCH EX. DISCHARGE POINTS 1*2 3 4 5 Q100 (ALLOWABLE IN CFS)32.08 CFS 11.75 CFS 256.83 CFS 81.50 CFS 7.02 CFS Q100 (PROPOSED IN CFS)41.26 CFS 2.57 CFS 256.83 CFS 79.55 CFS 7.55 CFS DELTA (PROPOSED-ALLOWABLE)9.18 CFS -9.18 CFS 0.00 CFS -1.95 CFS 0.53 CFS * REFER TO DRAINAGE NOTE 5. PROPOSED DRAINAGE AREAS DA AREA C CF CF C*A*CF Tc I1 Q1 I5 Q5 I10 Q10 I100 C*A*CF Q100 NAME (acres)1YR-10 YR 100 YR 1YR-10 YR (min)(in/hr)(cfs)(in/hr)(cfs)(in/hr)(cfs)(in/hr)100 YR (cfs)COMMENTS A-0 0.31 0.70 1.00 1.25 0.22 10.0 3.98 0.9 5.72 1.2 6.61 1.4 9.67 0.27 2.61 To Prop. 3'x3' 'Y' Inlet A-0 A-1 0.29 0.70 1.00 1.25 0.20 10.0 3.98 0.8 5.72 1.2 6.61 1.3 9.67 0.25 2.44 To Prop. 3'x3' Landscape Inlet A-1 A-2 1.77 0.70 1.00 1.25 1.24 10.0 3.98 4.9 5.72 7.1 6.61 8.2 9.67 1.55 14.99 To Prop. 6-Grate Inlet A-2 A-3 1.11 0.70 1.00 1.25 0.78 10.0 3.98 3.1 5.72 4.5 6.61 5.1 9.67 0.97 9.42 To Prop. 4-Grate Inlet A-3 A-4 1.39 0.70 1.00 1.25 0.98 10.0 3.98 3.9 5.72 5.6 6.61 6.4 9.67 1.22 11.79 To Prop. 3'x3' 'Y' Inlet A-0 B 0.74 0.70 1.00 1.25 0.52 10.0 3.98 2.1 5.72 3.0 6.61 3.4 9.67 0.65 6.24 To Prop. Pond C-0A 0.09 0.70 1.00 1.25 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.67 0.08 0.77 To Ex. Curb Inlet EX-3 C-0B 0.08 0.70 1.00 1.25 0.06 10.0 3.98 0.2 5.72 0.3 6.61 0.4 9.67 0.07 0.70 To Ex. Curb Inlet EX-3 C-0C 0.05 0.70 1.00 1.25 0.03 10.0 3.98 0.1 5.72 0.2 6.61 0.2 9.67 0.04 0.39 To Ex. 'Y' Inlet OS-2 C-0D 0.08 0.70 1.00 1.25 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.4 9.67 0.07 0.66 To Ex. 'Y' Inlet OS-2 C-1 0.50 0.70 1.00 1.25 0.35 10.0 3.98 1.4 5.72 2.0 6.61 2.3 9.67 0.44 4.21 To Prop. 2-Grate Inlet C-1 C-2 0.68 0.70 1.00 1.25 0.48 10.0 3.98 1.9 5.72 2.7 6.61 3.2 9.67 0.60 5.77 To Prop. 2-Grate Inlet C-2 C-3 0.51 0.70 1.00 1.25 0.36 10.0 3.98 1.4 5.72 2.0 6.61 2.4 9.67 0.45 4.31 To Prop. 2-Grate Inlet C-3 C-4 0.12 0.70 1.00 1.25 0.08 10.0 3.98 0.3 5.72 0.5 6.61 0.5 9.67 0.10 0.98 To Ex. 'Y' Inlet OS-1 D-1 0.14 0.70 1.00 1.25 0.10 10.0 3.98 0.4 5.72 0.6 6.61 0.7 9.67 0.12 1.19 To Prop. 20' Curb Inlet D-1 D1-OFF**0.86 0.80 1.00 1.00 0.69 10.0 3.98 2.7 5.72 3.9 6.61 4.5 9.24 0.69 6.34 To Prop. 20' Curb Inlet D-1 C3-OFF**0.08 0.80 1.00 1.00 0.06 10.0 3.98 0.3 5.72 0.4 6.61 0.4 9.24 0.06 0.59 To Prop. 2-Grate Inlet C-3 EX-3*0.06 0.80 1.00 1.00 0.05 10.0 3.98 0.2 5.72 0.3 6.61 0.3 9.24 0.05 0.46 To Ex. Curb Inlet EX-3 EX-5*0.02 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.1 9.24 0.02 0.16 To Prop. 3'x3' 'Y' Inlet A-0 EX-6*0.01 0.80 1.00 1.00 0.01 10.0 3.98 0.0 5.72 0.0 6.61 0.1 9.24 0.01 0.07 To Ex. 10' Curb Inlet EX-6 OS-5*0.03 0.80 1.00 1.00 0.02 10.0 3.98 0.1 5.72 0.1 6.61 0.2 9.24 0.02 0.22 To EX-5 625 625 625 630 630 630 621 621 621 6 2 1 622 622 622 622 6 2 2 623 623 6 2 3 624 624 62 4 626 626 626 627 627 627 628 628 628 629 629 629 631 631 631 632 632 633 633 634 634 625 622 622623 6 2 3 624 626 627 628620 620625625630630617617 61761861961962162162162162262262262262362362362362462462462462662662762762862862962963163163263263363363463 4 625624626627628629EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC EX. 18" RCPEX. 36" RCPEX. 36" RCP EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE EX. 24" HDPEEX. 24" HDPE EX. 7'x5' RCBCEX. 18 " RCP EX. 8'x4' RCBC EX. 7'x5' RCBC EX. 30" RCP EX. 30" RCP EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 18" RCP EX. 7'x5' RCBC EX. 30" RCP EX. 21" RCPE X . 5 4 " RC P EX. 36" RCPEX. 30" RCP EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E. EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINES. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL 339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIAL8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR0+001+002+003+004+005+006+00 7+00 8+009+0010+0011+0012+0012+818'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTRFDC 0+001+00 DCO8'' WW625626627628628 629 630 629 631 628 625 626 627 628621621622623 625626627628624RIDGERIDGE RIDGE RIDGE RIDGE RIDGE RIDGE 625 622623624 626 627 6 2 5 6 2 1 6 2 2 6 2 3 6 2 4 6 2 6 6 2 7 6 2 8 6 2 7 627 620621622623624620 621622623624615616617618617618619GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK 627 627 6256246246256 2 5626 RIDGE626 FLOOR & DECOR 1 STORY 75,078 SF. FF = 629.50 10 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 49.2'49.8'72.0'42.6'12.2'10.7'24" RCP33" RCP33" RCP33" RCP 33" RCP 33" RCP42" RCP 24" RCP 18" RCP 18" RCP42" R C P18" RCP4' FLUME EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) 20' BUFFERYARD TYPE C 10' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) STA. 0+23.86 LAT A-1 3'x3' LANDSCAPE INLET STA. 0+04.62 LAT A-2 6-GRATE INLET STA. 5+46.91 LINE A 4-GRATE INLET STA. 0+12.76 LINE A 3'x3' Y INLET STA. 0+00.00 LINE A CONNECT PROP. 42" RCP TO EX. STUB OUT STA. 0+65.92 LAT D 20' CURB INLET STA. 0+00.00 LAT D CONNECT PROP. 18" RCP TO EX. 30" RCP @ 60° STA. 0+55.25 LINE X FLARED WINGED HEADWALL W/ ORIFICE PLATE STA. 0+00.00 LINE X CONNECT PROP. 18" RCP TO EX. STUB OUT STA. 0+00.00 LINE C CONNECT TO EX. Y INLET STA. 0+07.51 LAT C-1 2-GRATE INLET STA. 2+03.07 LINE C 2-GRATE INLET STA. 0+37.80 LINE C = STA. 0+00.00 LAT C-2 4'x4' JUNCTION BOX W/ MH RISER STA. 2+01.72 LAT C-2 4-GRATE INLET PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT 5' CURB CUT W/ FLUME 21" RCP EXISTING LEGEND: OHE EX. 8'' W EX. 8'' SS MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT BOLLARD SIGN LIGHT POLE AIR CONDITIONING UNIT MANHOLE MONITORING WELL ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE BILLBOARD POWER POLE GAS METER GROUND LIGHT SANITARY SEWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND COMMUNICATIONS LINE EX. GAS UGT UGC STORM SEWER LINE GRATE INLET LOT LINE EASEMENT LINE FENCE POST CURB INLET PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C5-STRM-54063.dwg DATE: August 17, 2023, TIME: 4:37 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529STORM LINE CURB INLET GRATE INLET STORM JUNCTION BOX W/ MH RISER STORM DRAINAGE LEGEND 0 40'80' GRAPHIC SCALE - 1"=40'N6 STORM DRAINAGE PLAN ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINE EX. 8" WATER LINEEX. 6" WATER LINEEX. 6" WATER LINEEX. 8" WATER LINE EX. 8" WATER LINEEX. 8" WATER LINE EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8" SANITARY SEWER EX. 8" SANITARY SEWEREX. 8'x4' RCBC EX. 18" RCPEX. 36" RCPEX. 36" RCP EX. 24" RCPEX. 18" RCPEX. 42" RCP EX. 24" HDPE EX. 24" HDPEEX. 24" HDPE EX. 7'x5' RCBCEX. 18 " RCP EX. 8'x4' RCBC EX. 7'x5' RCBC EX. 30" RCP EX. 30" RCP EX. 18" RCPEX. 7'x5' RCBCEX. 7'x5' RCBC EX. 18" RCP EX. 7'x5' RCBC EX. 30" RCP EX. 21" RCPE X . 5 4 " RC P EX. 36" RCPEX. 30" RCP EX. 18" RCPEX. 42" RCPEX. U.G.E.EX. U.G.E.EX. U.G.E.EX. U.G.E. EX. U.G.E.EX. U.G.E.EX. 42" RCPEX. 8" WATER LINES. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL 339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALFLOOR & DECOR 1 STORY 75,078 SF. FF = 629.50 10 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT REMOVE EX. STUB AND CONNECT TO EX. 8" PVC REMOVE EX. STUB AND CONNECT TO EX. 8" PVC 8" FIRE 2" DOM 2" DOM. METER & BACKFLOW PREVENTER 2" IRR. METER & BACKFLOW PREVENTER 49.2'49.8'72.0'42.6'10.7' EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) 20' BUFFERYARD TYPE C 10' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) FDC 8" PVC2-WAY 8" CLEANOUT REMOVE EX. 8" PLUG & CONNECT PROP. 8" PVC TO EX. 8" PVC PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT PROP. 15' WATER EASEMENT12.2'53.4'8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR0+001+002+003+004+005+006+00 7+00 8+009+0010+0011+0012+0012+818'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTR8'' WTRFDC 0+001+00 DCO8'' WW71.2'PROP. GUARDRAIL PROTECTING RISER (INTERNAL WITHIN BUILDING) 32.73' APPROXIMATE WATER RISER LOCATION (INTERNAL WITHIN BUILDING) EXISTING LEGEND: OHE EX. 8'' W EX. 8'' SS MAJOR CONTOUR LINE FENCE IRRIGATION CONTROL VALVE FIRE HYDRANT BOLLARD SIGN LIGHT POLE AIR CONDITIONING UNIT MANHOLE MONITORING WELL ELECTRIC METER SANITARY SEWER CLEANOUT WATER LINE GAS LINE MINOR CONTOUR LINE PROPERTY LINE OVERHEAD ELECTRIC WATER METER WATER VALVE VAULT FIRE DEPARTMENT CONNECTION GUY WIRE BILLBOARD POWER POLE GAS METER GROUND LIGHT SANITARY SEWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND COMMUNICATIONS LINE EX. GAS UGT UGC STORM SEWER LINE GRATE INLET LOT LINE EASEMENT LINE FENCE POST CURB INLET PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C6-WWW-54063.dwg DATE: August 17, 2023, TIME: 4:38 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 529WATER PIPE FIRE HYDRANT VALVE TEE FDC BENDS PLUG REDUCER WATER METER BACKFLOW PREVENTOR WATER & WASTEWATER LEGEND WASTEWATER PIPE WASTEWATER MANHOLE 2-WAY CLEANOUTDCO FDC 0 40'80' GRAPHIC SCALE - 1"=40'N7 SITE UTILITY PLAN OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP S. VILLAGE CENTER DRIVE (60' R.OW.) INSTR. NO. D214263624 LOT 1R, BLOCK 1 CARROLL ISD NO. 4 ADDITION CABINET A, SLIDE 13019 ZONING. CS LUD. PUBLIC/SEMI-PUBLIC LOT 1R, BLOCK 1 GATEWAY CHURCH ADDITION CABINET A, SLIDE 7866 ZONING. CS LUD. OFFICE COMMERCIAL LOT 1, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL LOT 2, BLOCK 1 KIMBALL OAKS ADDITION INST. NO. D214263624 ZONING. SP1 LUD. RETAIL COMMERCIAL E. SOUTHLAKE BOULEVARD (F.M. 1709) (Variable Width R.OW.)LOT 1, BLOCK 1KIMBALL CROSSINGCFF. NO. D212098905ZONING. SP1LUD. RETAIL COMMERCIALLOT 1, BLOCK 1ETHAN ALLEN 1709 ADDITIONCAB. A, P, 11456INST. NO. D206305193ZONING. SP1LUD. RETAIL COMMERCIALEX. 24' C.A.E.(CAB. "A", PG. 11456P.R.T.C.T.)EX. 50' BUILDING SETBACKEX. 20' C.A.E. (INST. NO. D206305192) EX. 15' STORM DRAINAGE EASEMENT (CCF NO. D212098905) EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 10' UTILITY EASEMENT (CAB.A. P. 11456 P.R.T.C.T.) EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 20' STORM DRAINAGE EASEMENT (V. 14983, 405 D.R.T.C.T.) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. D212098905) EX. 15' STORM DRAINAGE EASEMENT (INST. NO. 214218746) EX. 15' UTILITY EASEMENT (CCF NO. D212098905) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. VARIABLE WIDTH COMMON ACCESS EASEMENT (INST. NO. D206305192) EX. 29' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT (INST. NO. D214263624) EX. 15' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. 214218746) 30' COMMON ACCESS, UTILITY AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 30' COMMON ACCESS, UTILITY (INST.AND DRAINAGE EASEMENT (INST. NO. D214263624) EX. 15' SANITARY SEWER EASEMENT (INST. NO. D214263624) EX. 10' UTILITY EASEMENT EX. 15' SANITARY SEWER EASEMENT EX. 20' PIPELINE EASEMENT 20' BUFFERYARD TYPE C 10' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 20' BUFFERYARD TYPE B 60' R.O.W. DEDICATION N00°10'55"W 592.90'N89°34'50"E237.38'S00°14'24"E 50.00'N89°34'50"E341.93'N00°02'16"W 372.29' S89°34'26"W 30.00' N00°02'16"W 50.00' N89°34'26"E 42.00' S00°02'16"E 967.50'S89°48'13"W589.98'EX. 10' UTILITY EASEMENT (INST. NO. D214263624) FDC 10 9 8 43 8 12 12 6 12 12 11 PROP. DETENTION BASIN 100-YR WSE = 616.65 339,859 SQ. FT. OR 7.802 ACRES (REMAINDER OF A CALLED 11.208 ACRE TRACT) GREENWAY-1709/ELEVEN PARTNERS, L.P. INST. NO D197109628 FLOOR & DECOR 1 STORY 75078 SF. FF = 629.50 CONCRETE PAVEMENT EX. SIDEWALK PROP. 8' SIDEWALK PROP. 8.5' SIDEWALK PROP. 5' SIDEWALK PUBLIC ROAD(FM 1709)PRELIMINARY PAUL BARTEL 136395 P.E. NO. 8/17/23DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY TBPE FIRM #F-312 FILE NAME: A:\54000s\54063\001\LD\CADD\Sheets\ZONING SET\C7-PEDESTRIAN ACCESS-54063.dwg DATE: August 17, 2023, TIME: 4:38 PM, USER: ah4133 AVO: XXXXXSHEET TITLE CHECKED BY: DRAWN BY: PROJECT NO.: ISSUED: SCALE:NO.DATEDESCRIPTIONREVISION54063 AUGUST, 2023 CAD PB AS SHOWN1201 NORTH BOWSER RD.RICHARDSON, TEXAS 75081-2275TEL. (214) 346-6200FLOOR & DECORSOUTHLAKE, TEXASTARRENT COUNTYCITY CASE NO.:ZA23-00427.801 AC., REMAINDER OF TRACTA (11.208 AC.) JOHN FREEMANSURVEY, ABSTRACT NO. 5290 40'80' GRAPHIC SCALE - 1"=40'N8 PEDESTRIAN & SITE CIRCULATION PLAN BENCHMARK LIST POINT #NORTHING (Y)EASTING (X)ELEVATION DESCRIPTION 101 7,027,898.05 2,392,603.80 629.77 SXTP 102 7,028,201.15 2,392,556.93 632.14 SXTP 103 7,028,809.76 2,392,598.36 617.94 SXTP OWNER FLOOR & DECOR 2500 WINDY RIDGE PKWY SE ATLANTA, GA 30339 CONTACT: PHILIP COCHRAN EMAIL:PHILIP.COCHRAN@FLOORANDDECOR.COM TEL:(770)617-4262 ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER ROAD RICHARDSON, TX 75081 CONTACT: PAUL BARTEL EMAIL:PBARTEL@HALFF.COM TEL:(214)984-7321 LEGEND CUSTOMER/CLIENT/MAINTENANCE ENTRANCE & EXIT PEDESTRIAN ACCESS PATH DELIVERY ENTRANCE & EXIT BCD643251AEF55'-0"41'-1"49'-11"49'-11"49'-11"49'-11"39'-6"46'-6 3/4"GASTBD2" WATERFIRE321'-6 3/4"NORTH1SHELL PLANSCALE: 1/16" = 1'-0"9'-0" W x 9'-0" H 3'-6"6'-2 1/2" 3'-4" 3'-6" W x 3'-6" H @ 4'-0" AFF 9'-0" W x 9'-0" H CO/NO2CONTROLLERASSUMED STOCKROOMGATE LOCATION, STOREPLANNING TO CONFIRMCENTER ROOFRIDGETOTAL BUILDINGAREA:75,078 SFLOAD DOCKRAMP DN.CPU CANOPYBTM. OF CANOPY@ 10'-6" AFFHIGHWAYGUARDRAILENTRANCE CANOPYBTM. OF CANOPY @ 12'-6" AFFZERO CURBLOADING ZONEHOSE BIB ANDDISPLAY BUILD AREA7628627628629 628 626627628 623 6246256626627625 7.18199'-8"55'-0"55'-0"55'-0"46'-6 3/4"238'-2" 38'-10"105'-3 1/4"8"32'-0" W x 14'-0" H8'-6 1/2"7'-11 1/2"104A104101A102A102C102D103A103B103C103D103ECPU W/ ICE MAKER129'-11 1/4"4'-3 1/2"CASH113149 SFTRAININGROOM110285 SFSTORAGE11763 SFASSISTANTMANAGER1161717 SFCORRIDOR 2111243 SFSIGNROOM11462 SFCEM112111 SFMEN'S105221 SFWOMEN'S106221 SFJANITOR107109 SFDATAROOM11572 SFCORRIDOR 110860 SF100'-8 3/8"29'-4 1/4"48'-6 3/4"27-9" 77'-4" 3'-4 1/2" W x 7'-2 1/4" H3'-4 1/2" W x 7'-2 1/4" H3'-4 1/2" W x 7'-2 1/4" H4" SANITARY14'-0"52'-9"ZERO CURB120'-0"3'-4 1/2" W x 7'-2 1/4" H10'-0" HIGHMASONRYSCREEN WALL4" SANITARY5'-5 3/4"4'-0" TOWERBUMPOUTELEMENT4'-0" TOWERBUMPOUTELEMENT35'-9 1/2"30'-0"28'-9 1/4"30'-0"37'-6"55'-0"102E3'-4 1/2" W x 7'-2 1/4" H95'-6"123'-3 3/8"LOUNGE118184 SFBREAKROOM109431 SF16'-0 1/2" W x 8'-0 1/2" HIDF CABINET ABOVEMTD. ON WALL @12'-0" AFFRECESSED ELECTRICPANELCOLUMN TYP.7'-0"103F77'-5 1/4"77'-7 1/2"MASONRYSCREENING WALL19'-2 1/2"116'-7 1/4"102B102A3'-4 1/2" W x 7'-2 1/4" H34'-1 1/2"20'-0"35'-9 1/2"38'-1"30'-0"35'-9 1/2"ELECTRICALTRANSFORMERLOCATIONTBD30'-0"63'-10"20'-0"63'-10"RECYCLINGDUMPSTERENCLOSURETBD368'-1 3/8"PROPANESTORAGETHIN BRICKVENEER BUMPOUTELEMENTTYP. 3'-5" x 4'-0"2'-8 1/2"3'-4 1/2"30'-0"35'-9 1/2"35'-9 1/2"THIN BRICK VENEERPILASTER F&D TYP.1'-0" DEPTHDESIGN TO MATCHBUMPOUT ELEMENT35'-9 1/2"32'-2 1/4"35'-9 1/2"35'-9 1/2"35'-9 1/2"17'-1 3/8"3'-5"THIN BRICK VENEERBUMPOUT ELEMENTCORNER - 4'-0" x 4'-0"39'-2 1/2"39'-2 1/2"39'-2 1/2"37'-6"37'-6"CPU104579 SF3'-4 1/2" W x 7'-2 1/4" H 3'-4 1/2" W x 7'-2 1/4" H 3'-4 1/2" W x 7'-2 1/4" H STOCKROOM10312,957 SFSALES10258,004 SFCPU BAY104A624 SFDESIGNCENTER119MASONRYSCREENING WALLBASE PLAN CHECKLISTNUMBERITEMCOMMENTSTORE PLANNING CHECKLIST 1STOREFRONT ELEVATION2SHELL BASE PLAN3OFFICE PACKAGE / PUBLIC RESTROOMS LOCATED (NOTE IF ITCAN'T BE MOVED) SHOW ROOM NAMES IN OFFICE PACKAGEWITH SQUARE FOOTAGE4SHOW CUSTOMER LOAD AREA WITH CANOPY (NOTE IF IT CAN'TBE MOVED). ALSO SHOW DOUBLE SLIDE DOORS FOR CUSTOMERENTRANCE TO CUSTOMER PICK UP (WITH 93" EGRESS WIDTH).CUSTOMER LOAD-OUT DOOR OPENING SHOULD BE 12'X10'(UNLESS OTHERWISE REQUESTED)5LOADING DOCKS LOCATED6SHOW COMPACTOR LOCATION. VERIFY LOCATION OF 3'-6" X 3'-6"COMPACTOR DOOR WITH DIMENSIONS7SHOW ALL ELECTRICAL - PANELS, TRANSFORMERS, ETC. INSIDEAND OUTSIDE. SHOW STRIPING. (NOTE IF IT CAN'T BE MOVED)8IDF CABINET (NOTE IF IT CAN'T BE MOVED)9PROPANE STORAGE LOCATED10INDICATE CEILING HEIGHT - FROM FLOOR TO LOWEST POINT ATSALES AND STOCKROOM(i.e. SPRINKLER MAINS, ELECTRICALCOMPONENTS, BAR JOISTS, HVAC, ETC.)11TOTAL SQUARE FOOTAGE NOTED12VESTIBULE POSITION (NOTE IF IT CAN'T BE MOVED)13VERIFY ALL EXTERIOR PENETRATIONS AND EGRESS DOORS WITHDIMENSIONS (NOTE IF ANY CAN,T BE MOVED)14COUNTERTOP STORAGE - IS IT ALLOWED OUTSIDE, IF SO SHOW ITON BASE PLAN15CART STORAGE - CAN SHOPPING CARTS BE STORED OUTSIDE?16SEISMIC RACKING REQUIRED?NO17REC APPROVED18GO DATE1990% CHECK SET DATE20PRELIMINARY DRAWING DUE DATE21OTHER (I.E. FLOOR LOAD ISSUES, STRUCTURAL BRACING, ETC.) IFSO, NOTE ON PLAN.ARCHITECT CHECKLIST 22INDICATE TRUE NORTH ON BASE PLAN23JUSTIFY LOWER LEFT INTERIOR CORNER OF BUILDING TO 0,0.ENTRANCE NEEDS TO FACE BOTTOM OF PAGE (ROTATE IF NOT).24SHOW ALL PLUMBING - RISERS, PUMP ROOMS, FIRE MAIN, ALARMPANELS (SHOW STRIPING), CLEANOUTS, SANITARY SEWERS ANDROOF DRAINS, PIPING25SHOW ACTUAL SIZE AND SHAPE OF ALL COLUMNS ON BASE PLAN.INCLUDE COLUMN GRID LINES AND COLUMN GRID INDICATORSWITH DIMENSION STRINGS26SHOW ALL PLUMBING, MILLWORK, AND ACCESSORIES IN THEOFFICE PACKAGE27IF APPLICABLE, INDICATE ZERO CURB ADJACENT TO MAINENTRANCE AND CUSTOMER/PRO ENTRANCE (ADVISE IF/WHENRAMP IS NEEDED).28SHOW 7X3 DOOR ADJACENT TO DOCK DOORS FOR TRUCKDRIVERS.29INDICATE ROOF ACCESS LOCATION (NEW OR EXISTING)30INCLUDE CORRECT CITY, STATE CODE IN BOTH EGRESS AND SALESEGRESS CALCULATIONS√√√√√√√√√√√√√√√√DALLAS [SOUTHLAKE], TEXAS ADOPTED CODES2021 International Building Code2021 International Mechanical Code2021 International Electrical Code2021 International Energy Conservation Code2021 International Fuel Gas Code2021 International Fire Code2021 International Plumbing Code*With AHJ Admendments.2021 Building Codes adopted as of May 1, 2022√√√NOTE:CEILING HEIGHT TO BE DESIGNEDTO PROTOTYPICAL MINIMUMNOTE:SEISMIC DESIGN CATEGORY "A"RISK CATEGORY II√NOTE:CONSTRUCTION TYPE IIB WITHAUTOMATIC SPRINKLER SYSTEMNOTE:IECC CLIMATE ZONE 2ADRAWN:CHECKED:SHEETSEALISSUEGROSS BLDG AREA:JOB NUMBER: ISSUE DATE:STORE NUMBER:PROTOTYPE: 2500 WINDY RIDGEPARKWAY, SE ATLANTA, GA 30339CODE CONSULTANTS, INC.ST. LOUIS, MISSOURI 63146-42352043 WOODLAND PKWY, SUITE 300314-991-2633TMCONSULTING STRUCTURAL ENGINEERSScottsdale, Arizona 85251Phone: (602) 265-4331 Fax: (480) 663-1788A.V. SCHWAN & ASSOCIATES6000 E. Thomas Road, Suite 1Website: www.AVSchwan.comSBLM Architects33 Walt Whitman Road, Suite 300AHuntington Station, NY 11746Telephone 631 683 5588Fax 631 683 559102303675,120 SFT.B.D.T.B.D.2023 Q12185 E Southlake Blvd,Dallas [Southlake], TX 76092Dallas [Southlake], TX STORE #TBD HALFF ASSOCIATES, INC.711 N. CARANCAHUA ST., SUITE 1190CORPUS CHRISTI, TX 78401TELEPHONE: 361-400-0981Eric SeversonQuestions For dlb Call:Phone:dlb associatesCONSULTING ENGINEERS, P.C.(732) 774-20003600 Rt 66, Suite 150 #5981,Neptune, N.J. 07753SHELL PLANSHELLTMHRR; JHZONING SUBMISSION08/21/23CITY CASE NO. ZA23-0042 00000000 00000000 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000011111 11111111 11111111 11111111 111111111 11111111 11111111 1111111111111111111111111111111111222223333333333333322221111111111345445676666876667765544321111111111124786781012109910121099911109877632211221111111136911912141213131415131313151512121113151186422222222111111369137131493432223432211111125814754223454322111112688543345754322111125811444345787532211112578106233346810864321111245691173333468975422111123457866533467543221111113471096533356433221111124714564333454332211111257121433334443322111112571055433344433221113688965333454332211136887653345653322111258956433568643221112571276534689864321112581486534681086432111257114543457875322111258912223457543221113688122233454322211126881222334443222111257101222334433222111258131222334443222111258143332334543222111358116653335653322111369109653346864322111137109775446898643211124691077644689864321113568129653457865322111467813554334565332211157771022222345432211111798871122223332211111279881013141064459141275459141395432223222111111687810121310876810121198789121298543333332211114667777777777777777777775445665432211134454444454444445554444444568875321112222222222222222222222222234554321111111111111111111111111111111000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000001616W @ 12'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'S2HS @ 35'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W2 @ 20'W @ 17'W @ 17'W @ 17'W @ 17'S4-2 @ 35'S4-2 @ 35'S4-2 @ 35'S2HS @ 35'W @ 17'W @ 17'Plan ViewScale - 1" = 30ftFloor & DecorSouthlake TX (Dallas)Site Lighting PhotometricDesignerSCDate07/28/2023ScaleNot to ScaleDrawing No.REV1Summary1 of 1Luminaire LocationsNo. Label X Y ZLocationMH Orientation Tilt X YAimZ1 S2HS 2384.77 -451.25 35.00 35.00 0.00 0.00 2384.77 -450.000.002 S2HS 2444.19 -94.79 35.00 35.00 270.00 0.00 2442.94 -94.790.001 S4-2 2066.26 -92.86 35.00 35.00 0.00 0.00S4-2-1 2066.26 -90.03 35.00 35.00 0.00 0.00 2066.26 -91.45 0.00S4-2-2 2066.26 -95.69 35.00 35.00 180.00 0.00 2066.26 -94.28 0.002 S4-2 2194.41 -92.86 35.00 35.00 0.00 0.00S4-2-1 2194.41 -90.03 35.00 35.00 0.00 0.00 2194.41 -91.45 0.00S4-2-2 2194.41 -95.69 35.00 35.00 180.00 0.00 2194.41 -94.28 0.003 S4-2 2326.50 -92.29 35.00 35.00 0.00 0.00S4-2-1 2326.50 -89.46 35.00 35.00 0.00 0.00 2326.50 -90.88 0.00S4-2-2 2326.50 -95.12 35.00 35.00 180.00 0.00 2326.50 -93.71 0.001 W 2059.67 -406.04 12.00 12.00 90.00 0.00 2059.67 -406.04 0.002 W 2035.93 -179.87 17.00 17.00 0.00 0.00 2035.93 -179.87 0.003 W 2100.39 -179.97 17.00 17.00 0.00 0.00 2100.39 -179.97 0.004 W 2152.69 -179.81 17.00 17.00 0.00 0.00 2152.69 -179.81 0.006 W 2339.61 -179.10 17.00 17.00 0.00 0.00 2339.61 -179.10 0.001 W2 2116.98 -382.25 20.00 20.00 180.00 0.00 2116.98 -382.250.002 W2 2197.07 -382.05 20.00 20.00 180.00 0.00 2197.07 -382.050.003 W2 2277.01 -381.66 20.00 20.00 180.00 0.00 2277.01 -381.660.004 W2 2350.37 -381.45 20.00 20.00 180.00 0.00 2350.37 -381.450.005 W2 2390.75 -368.38 20.00 20.00 90.00 0.00 2390.75 -368.38 0.006 W2 2390.26 -279.79 20.00 20.00 90.00 0.00 2390.26 -279.79 0.007 W2 2389.74 -194.18 20.00 20.00 90.00 0.00 2389.74 -194.18 0.008 W2 2038.63 -422.21 20.00 20.00 180.00 0.00 2038.63 -422.210.009 W2 2016.23 -397.08 20.00 20.00 270.00 0.00 2016.23 -397.080.0010 W2 2015.78 -336.99 20.00 20.00 270.00 0.00 2015.78 -336.99 0.0011 W2 2015.21 -276.71 20.00 20.00 270.00 0.00 2015.21 -276.71 0.0012 W2 2014.85 -212.27 20.00 20.00 270.00 0.00 2014.85 -212.27 0.008 W 2193.50 -179.63 17.00 17.00 0.00 0.00 2193.50 -179.63 0.009 W 2304.11 -179.41 17.00 17.00 0.00 0.00 2304.11 -179.41 0.00StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinProperty Boundaries (within) 3 fc 16 fc 0 fc N/A N/AProperty Line 0 fc 1 fc 0 fc N/A N/AExisting Lighting Survey Notes1. Readings are shown in units of maintained footcandles.2. Total Light Loss Factor (LLF) = Estimated to accurately reflect measured light level calculations3. Test Plane = 0' AFF4. Fixture Mounting Height = 35' AG for all pole-mounted area lights, 17' AG for W wall packs, 20' AG for W2 wall packs.5. Building Height = 30' AFF6. Building Reflectance Value = 10/10/107. Fixture Spacing = See Fixture Locations Schedule8. This photometric layout was calculated using specific criteria. Any deviation from stated parameters will affect actual performance.9. These lighting calculations are not a substitute for independent engineering analysis of lighting system suitability and safety.ScheduleSymbol Label Image Quantity Manufacturer Catalog Number DescriptionLumensPer LampLight LossFactorWattageS2HS2 Lithonia Lighting RSX2 LED P6 40K R2 HS RSX LED Area Luminaire Size 2 P6 LumenPackage 4000K CCT Type R2 Distributionwith HS shield22965 0.92 246.63S4-23 Lithonia Lighting RSX3 LED P4 40K R4 RSX Area Fixture Size 3 P4 Lumen Package4000K CCT Type R4 Distribution40976 0.92 623.84W7 Lithonia Lighting KAXW LED P3 40K R4MVOLTWall Pack (used in front of building) 9707 0.92 79W212 Lithonia Lighting RSX3 LED P4 40K R3 Wall Mounted Area Light (used alongrear/sides of building)40446 0.92 311.9208/21/2023