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Dave and Busters Submittal Part 1 reduced.comments
519520520521522 522522 523523523523 52 3 523 5245245245245245245 2 4524 525525525525525525525525525525525525525525525525525526 526526526526526526526 526526526526526527527527 5275285285285285 2 8 528 529529529529530LOT 1, H/8466 CYPRESS WATERS NO. 2 PHASE 2 N89°29'02"E 620.00' (OWNER) BELTLINE PROPERTIES, LLC 16.722 ACRES INST. NO. 201600361918 O.P.R.D.C.T. PROPOSED LOT 6 ACRES (261,360 SQ.FT.) VARIABLE WIDTH CROSS ACCESS AND UTILITY EASEMENT INST. NO. 201600170338 O.P.R.D.C.T. EAST DIVIDEND DRIVE (90' ROW)S BELT LINE ROAD(120' ROW)CURB INLET RIM = 527.75' FL 24" RCP (W) = 522.86' CURB INLET RIM = 529.25' FL 24" RCP (W) = 524.63' CURB INLET RIM = 522.29' FL 24" RCP (N) = 518.54'N00°30'58"W406.72'N44°29'02"E21.21'N89°29'02"E 605.00'S00°30'58"E421.73'N00°30'58"W1413.97'S00°30'58"E1014.22'FDC S PROPOSED DUMPSTER WITH PASS THROUGH R 5 6 ' R3 0 'R30'R56'R5 6 ' R 3 0 'R30'R3 0 'R30'R30'R3 0 'R3 0 'R30'R30' R 3 0 ' CURRENT ZONING: AGRICULTURAL PROPOSED BASE ZONING: HIGHWAY COMMERCIAL PLANNED DEVELOPMENT CURRENT ZONING: AGRICULTURAL CURRENT ZONING: HIGHWAY COMMERCIAL FFE = 526.50' 12 7 11 144 15 15 5 12 8 14 VAN15VAN15 9 156 15 14 14 15 15 14 14 7 7 12 10 14 128 R 3 0 ' EXISTING DRIVEWAY TO BE REMOVED PROPOSED SEWER EXTENSION EXISTING DRIVEWAYS TO BE REMOVED PROVISION FOR FUTURE CROSS ACCESS EXISTING FIRE HYDRANT TO BE RELOCATED 3 FEET BEHIND NEW BACK OF CURB EXISTING FIRE HYDRANT PROPOSED 25' UTILITY EASEMENT 50' LANDSCAPE AND PARKING BUFFER PER FUTURE LAND USE DESIGNATION APPROXIMATE LOCATION OF SIDEWALK EASEMENT FOR FUTURE BELT LINE ROAD RECONSTRUCTION FUTURE PARKING 32 SPACES WITH 2 ISLANDS DALLAS CITY LIMITS PROPOSED ORNAMENTAL FOCAL POINT (REQUIRES STAFF APPROVAL) S 11°56'56"W 48.68' S 00°30'58"E 94.62' S 44°28'55"W 32.36' RISER ROOM 25.00' 50.00' 5.00' 18.00'5.50'26.00'23.50'5.00'26.00'53.50' 14.00'11.00' 24.00' 10.25'10.25' 5.00' 8.00'8.00'18.00'10.50'26.00'21.77'24.00' 19.00'19.00'19.00'19.00'24.00'24.00' 10.00'16.00'5.00'16.00'5.00'19.00'19.00'19.00'19.00'24.00'24.00'26.00'18.00'19.00'19.00'26.00'5.00'5.23'18.00'26.00'18.00'1.46'30.00'5.00'4.93'8.00' 8.00' 8.00'8.00'8.00'8.00'150.00'70.00'204.10'26.00'8.00'8.00'5.00'270.00' 9.00'10.00'9.00'10.00'9.00'9.00' 18.00'9.00'18.00'9.00'22'13' 50.00'150.00' STORAGE30.00'63.00'41.86' 5.0' 3.0' 5.0'95.00' TRANSITIONR100'97.20' PAST PROPERTY LINE12.0' SHEET SHEET TITLE:PROJECT:8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OF PLAT NO.NOT AUTHORIZED FORCONSTRUCTION PRIOR TOFORMAL CITY APPROVALG F E D C B A G F E C B A 5 4 3 2 1 D FIRM NO: F-15085214.307.4767DAVE & BUSTER'S HEADQUARTERS8500 S BELT LINE ROADCITY OF COPPELL, DALLAS COUNTY, TEXAS 75019LAST MODIFIED BY: MEGAN.SILVALAST MODIFIED ON: 2/26/2020 9:48 AMPLOTTED BY: MEGAN SILVAPLOTTED ON: 2/26/2020 4:40 PMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: BRD - HEB.CTBP:\Projects\Dave & Buster's Inc\30195308.00 - D&B HQ DALLAS\01-Civil\10-Shts\30195308.00 - CS100 SITE PLAN.dwg - LAYOUT SITE PLANFILENAME:PRELIMINARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. PREPARED UNDER THE SUPERVISION OF MEGAN SILVA, P.E. P.E.# 129884 ON 2/26/2020 LOT 1 BLOCK A 6.00 ACRES P.D. #: __________ CURB & GUTTER PROPERTY LINE / RIGHT OF WAY EASEMENT / SETBACK BENCHMARK UTILITY POLE TRANSFORMER OVERHEAD ELECTRIC FENCE FIRE LANE LEGEND BUILDING PAD AREA APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN RETAINING WALL WARNING! CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. DAVE & BUSTER'S HQ HIGHWAY COMMERCIAL (6.00 ACRES) CIVIL ENGINEER/APPLICANT: WGI 8144 WALNUT HILL LANE, SUITE #903 DALLAS, TEXAS 75231 (214) 307 - 4767 CONTACT: MEGAN SILVA, P.E MEGAN.SILVA@WGINC.COM OWNER: DAVE AND BUSTER'S 2481 MANANA DRIVE DALLAS, TX 75220 (972) 890-1347 CONTACT: JOHN MULLEADY JOHN.MULLEADY@DAVEANDBUSTERS.COM ARCHITECT: O'BRIEN ARCHITECTS 5310 HARVEST HILL ROAD, SUITE 136 DALLAS, TX 75230 (972) 788-1010 CONTACT: SEAN O'BRIEN SEAN.OBRIEN@OBRIENARCH.COM 41 C1.0 SITE PLANSITE DATA SUMMARY GENERAL NAME OF PROJECT/DEVELOPMENT DAVE & BUSTER'S HQ PROPOSED PRINCIPAL USE OFFICE PROPOSED ZONING DISTRICT HIGHWAY COMMERCIAL EXISTING ZONING DISTRICT AGRICULTURAL OVERALL SITE GROSS SITE AREA 6.0 ACRES SITE DEPTH ± 406 L.F. SITE WIDTH ± 605 L.F. MINIMUM REQUIRED LOT AREA 10,000 S.F. PROPOSED REQUIRED LOT AREA 261,360 S.F. PROPOSED BUILDING COVERAGE/FAR 0.299 (29%) PROPOSED IMPERVIOUS COVER 76.0% SETBACKS FRONT YARD: 60 FEET REAR YARD: 20 FEET SIDE YARD: 30 FEET BUILDING TOTAL SQUARE FOOTAGE 80,478 S.F. BUILDING HEIGHT 34 FEET PARKING AND LAND USE DATA: REQUIRED: "OFFICE": 79,978 S.F. 267 SPACES 1 SPACE/300 S.F. "KITCHEN": 500 S.F. 1 SPACE/100 S.F. 5 SPACES TOTAL PARKING REQUIRED: 272 SPACES PROVIDED: PARKING SPACES PROVIDED: 340 SPACES HANDICAP SPACES PROVIDED: 8 SPACES TOTAL PARKING PROVIDED: 348 SPACES 1.ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION. 2.ALL SITE DIMENSIONS ARE TO FACE OF CURB, CENTER OF STRIPING, AND PROPERTY LINE UNLESS OTHERWISE NOTED. 3.LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL PLAN(S). 4.REFER TO GENERAL NOTES SHEET FOR ADDITIONAL SITE NOTES. 5.REFERENCE COVER SHEET FOR ADDITIONAL SITE INFORMATION. 6.CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED SIDEWALKS AND CURBS AROUND SITE IN ACCORDANCE WITH THE CITY OF COPPELL STANDARD DETAILS AND SPECIFICATIONS. 7.THE SIZE AND LOCATION OF UTILITY STRUCTURES (IF SHOWN) MAY BE EXAGGERATED FOR GRAPHICAL CLARITY. THE SURVEY SHOWS FIELD MEASURED SIZES AND DEPTHS AS OBSERVED FROM GROUND LEVEL OPENINGS. 8.LIGHTING FIXTURES SHALL BE DOWNWARD FACING AND SHIELDED. SITE PLAN NOTES PROJECT NAME: DAVE AND BUSTER'S HEADQUARTERS LEGAL DESCRIPTION: LOT 1, BLOCK A, DAVE & BUSTER'S ADDITION SURVEY: JOHN L. WHITMAN ABSTRACT: NO. 1521 ACREAGE: 6.00 ACRES DATE OF PREPARATION: JANUARY 22, 2020 DAVE & BUSTER'S TWO STORY OFFICE BUILDING TOTAL GROSS - 1ST AND 2ND LEVEL =80,478 S.F. PD CONDITIONS: 1.MORE THAN 50% GLASS ON 3 FACADES 2.ALL SIGNAGE SHALL COMPLY WITH CITY REGULATIONS 3.PLANS FOR THE OPEN SPACE BEHIND THE BUILDING SHALL REQUIRE STAFF APPROVAL 4.FOCAL POINT STATUE SHALL REQUIRE STAFF APPROVAL AND SHALL BE IN PLACE PRIOR TO CO OF BUILDING. 5.FACADE AND OVERALL STYLE OF BUILDINGS SHALL HAVE A CONSISTENT THEME. 6.A DETAILED SITE PLAN SHALL BE REQUIRED FOR THE DEVELOPMENT OF FUTURE LOTS 127111441515512814VAN15VAN1591561514141515141477121014128LOT 1, H/8466CYPRESS WATERS NO. 2PHASE 2N89°29'02"E620.00'(OWNER)BELTLINE PROPERTIES, LLC16.722 ACRESINST. NO. 201600361918O.P.R.D.C.T.PROPOSED LOT6 ACRES(261,360 SQ.FT.)VARIABLE WIDTH CROSSACCESS AND UTILITY EASEMENTINST. NO. 201600170338O.P.R.D.C.T.EASTDIVIDEND DRIVE(90' ROW)S BELT LINE ROAD(120' ROW)LPTRSBTRSBEBFOMLPEMTPEDPPPP/ERGWPPPPPPPPPPPPGWFOMSGNPPPPGWGWGWGWPPLPSIGNPP/ERSGNGWGWPPGWGWLPPPGWGWVENT PIPEN00°30'58"W406.72'N44°2 9 ' 0 2 " E 21.21 'N89°29'02"E605.00'S00°30'58"E 421.73'S89°08'54"W397.12'S00°51'06"E 442.44'S89°29'02"W195.48'N45°30'58"W42.43'N00°30'58"W1413.97' S00°30'58"E 1014.22'HACKBERRY ROAD80' ROW)VANVANVANVANDALLASCITYLIMITSIRVINGCITYLIMITSVAN50' LANDSCAPEAND PARKING BUFFERPER FUTURE LAND USEDESIGNATION30' SIDEBUILDINGSETBACK60' FRONTBUILDINGSETBACK20' REARBUILDINGSETBACKOFFICE = 64,600 S.F.1 SPACE/300 S.F.PARKING REQUIRED = 216 SPACESPARKING PROVIDED = 217 SPACESHANDICAP PROVIDED = 7 SPACESTOTAL PARKING PROVIDED = 224 SPACESOFFICE = 40,414 S.F.1 SPACE/300 S.F.PARKING REQUIRED = 135 SPACESPARKING PROVIDED = 199 SPACESHANDICAP PROVIDED = 7 SPACESTOTAL PARKING PROVIDED = 206 SPACESOFFICE = 19,200 S.F.1 SPACE/200 S.F.PARKING REQUIRED = 64 SPACESPARKING PROVIDED = 65 SPACESHANDICAP PROVIDED = 3 SPACESTOTAL PARKING PROVIDED = 68 SPACES30' SIDEBUILDINGSETBACK30' SIDEBUILDINGSETBACK60' FRONTBUILDINGSETBACK60' FRONTBUILDINGSETBACK50' LANDSCAPEAND PARKING BUFFERPER FUTURE LAND USEDESIGNATION60' FRONTBUILDINGSETBACK30' LANDSCAPEAND PARKING BUFFERPER FUTURE LAND USEDESIGNATION97.2'SHEETSHEET TITLE: PROJECT: 8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OFPLAT NO.NOT AUTHORIZED FOR CONSTRUCTION PRIOR TO FORMAL CITY APPROVALGFEDCBA GFECBA54321DFIRM NO: F-15085214.307.4767 DAVE & BUSTER'S HEADQUARTERS 8500 S BELT LINE ROAD CITY OF COPPELL, DALLAS COUNTY, TEXAS 75019 LAST MODIFIED BY: MEGAN.SILVALAST MODIFIED ON: 2/26/2020 9:48 AMPLOTTED BY: MEGAN SILVAPLOTTED ON: 2/26/2020 4:47 PMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: BRD - HEB.CTBP:\Projects\Dave & Buster's Inc\30195308.00 - D&B HQ DALLAS\01-Civil\09-Base\30195308.00_CONCEPT_BASE.dwg - LAYOUT Layout1FILENAME:PRELIMINARYNOT FOR CONSTRUCTION,BIDDING, OR PERMITPURPOSE.PREPARED UNDER THESUPERVISION OFMEGAN SILVA, P.E.P.E.# 129884ON2/26/2020LOT 1BLOCK A6.00 ACRESP.D. #: __________42C2.0CONCEPT SITE PLANNOTE:THE OVERALL CONCEPT SITE PLAN SHOWN ON THIS SHEET ISENTIRELY CONCEPTUAL IN NATURE AND SHOULD NOT BEUSED FOR CONSTRUCTION. THE FUTURE DEVELOPER OF THEREMAINING LOTS IS NOT HOLDEN TO THIS CONCEPT SITEPLAN.CURB & GUTTERPROPERTY LINE / RIGHT OF WAYEASEMENT / SETBACKBENCHMARKUTILITY POLETRANSFORMEROVERHEAD ELECTRICFENCEFIRE LANELEGENDBUILDING PAD AREAAPPROXIMATE LIMITS OF 100-YEARFLOODPLAINRETAINING WALLPROJECT NAME: DAVE AND BUSTER'S HEADQUARTERSLEGAL DESCRIPTION: LOT 1, BLOCK A, DAVE & BUSTER'SADDITIONSURVEY: JOHN L. WHITMANABSTRACT: NO. 1521ACREAGE: 6.00 ACRESDATE OF PREPARATION: JANUARY 22, 2020PD CONDITIONS:1.MORE THAN 50% GLASS ON 3 FACADES2.ALL SIGNAGE SHALL COMPLY WITH CITY REGULATIONS3.PLANS FOR THE OPEN SPACE BEHIND THE BUILDINGSHALL REQUIRE STAFF APPROVAL4.FOCAL POINT STATUE SHALL REQUIRE STAFF APPROVALAND SHALL BE IN PLACE PRIOR TO CO OF BUILDING.5.FACADE AND OVERALL STYLE OF BUILDINGS SHALL HAVEA CONSISTENT THEME.6.A DETAILED SITE PLAN SHALL BE REQUIRED FOR THEDEVELOPMENT OF FUTURE LOTS LOT 1, H/8466 CYPRESS WATERS NO. 2 PHASE 2 N89°29'02"E 620.00' (OWNER) BELTLINE PROPERTIES, LLC 16.722 ACRES INST. NO. 201600361918 O.P.R.D.C.T. PROPOSED LOT 6 ACRES (261,360 SQ.FT.) VARIABLE WIDTH CROSS ACCESS AND UTILITY EASEMENT INST. NO. 201600170338 O.P.R.D.C.T. EAST DIVIDEND DRIVE (90' ROW)S BELT LINE ROAD(120' ROW)CURB INLET RIM = 527.75' FL 24" RCP (W) = 522.86' CURB INLET RIM = 529.25' FL 24" RCP (W) = 524.63' CURB INLET RIM = 522.29' FL 24" RCP (N) = 518.54' SANITARY SEWER MANHOLE RIM = 528.18' FL 12" PVC (N) = 513.54' FL 12" PVC (E) = 513.63' LP TRSB TRSB EB FOM LP EM TPED PP PP/ER GW PP PP PPN00°30'58"W406.72'N44°29'02"E21.21'N89°29'02"E 605.00'S00°30'58"E421.73'N00°30'58"W1413.97'S00°30'58"E1014.22'12 7 11 144 15 15 5 12 8 14 VAN15VAN15 9 156 15 14 14 15 15 14 14 7 7 12 10 14 128 S FDC 1+002+003+00 4+005+006+006+551+002+00 3+00 4+005+006+007+008+008+25 1+001+46 CONNECT TO EXISTING SANITARY SEWER MANHOLE FL 12" PVC (S) = 513.34 INSTALL: STANDARD 5' DIAMETER MANHOLE FL 12" PVC (N) = 513.19' FL 6" PVC (E) = 512.99' FL 12" PVC (S) = 512.99' 12" PVC SANITARY SEWER 77.0 L.F. AT 0.20% 12" PVC SANITARY SEWER 318.0 L.F. AT 0.20% INSTALL: PLUG AND CAP FL 12" PVC (N) = 512.35' 6" PVC SANITARY SEWER 33.0 L.F. AT 0.50% INSTALL: DOUBLE CLEANOUT FL 6" PVC (W) = 512.36' INSTALL: GREASE TRAP AND SAMPLE WELL 6" PVC SANITARY SEWER 93.0 L.F. AT 0.50% 6" PVC SANITARY SEWER 19.0 L.F. AT 0.50% 6" PVC SANITARY SEWER 80.0 L.F. AT 0.50% INSTALL: DOUBLE CLEANOUT FL 6" PVC (W) = 512.33' INSTALL: 45° WYE FL 6" PVC = 512.83' INSTALL: 45° WYE SINGLE CLEANOUT FL 6" PVC = 512.73' INSTALL: 1 - 12" X 12" TEE 1 - 12" GATE VALVE INSTALL: 1 - DOUBLE CHECK DETECTOR ASSEMBLY INSTALL: 1 - 12" GATE VALVE 1 - FIRE HYDRANT ASSEMBLY INSTALL: 1 - 12" GATE VALVE 1 - FIRE HYDRANT ASSEMBLY PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET INSTALL: 1 - DOUBLE CHECK DETECTOR ASSEMBLY INSTALL: 1 - DOMESTIC WATER METER INSTALL: 1 - FDC INSTALL: 1 - 12" GATE VALVE 1 - FIRE HYDRANT ASSEMBLY RISER ROOMINSTALL: PLUG AND CAP SHEET SHEET TITLE:PROJECT:8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OF PLAT NO.NOT AUTHORIZED FORCONSTRUCTION PRIOR TOFORMAL CITY APPROVALG F E D C B A G F E C B A 5 4 3 2 1 D FIRM NO: F-15085214.307.4767DAVE & BUSTER'S HEADQUARTERS8500 S BELT LINE ROADCITY OF COPPELL, DALLAS COUNTY, TEXAS 75019LAST MODIFIED BY: MEGAN.SILVALAST MODIFIED ON: 2/26/2020 11:00 AMPLOTTED BY: MEGAN SILVAPLOTTED ON: 2/26/2020 11:01 AMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: BRD - HEB.CTBP:\Projects\Dave & Buster's Inc\30195308.00 - D&B HQ DALLAS\01-Civil\10-Shts\30195308.00 - CU100 OVERALL UTILITY PLAN.dwg - LAYOUT OVERALL UTILITY PLANFILENAME:PRELIMINARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. PREPARED UNDER THE SUPERVISION OF MEGAN SILVA, P.E. P.E.# 129884 ON 2/26/2020 LOT 1 BLOCK A 6.00 ACRES P.D. #: __________ WARNING! CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.43 C3.0 PRELIMINARY UTILITY EXHIBITCURB & GUTTER PROPERTY LINE / RIGHT OF WAY EASEMENT / SETBACK BENCHMARK UTILITY POLE TRANSFORMER OVERHEAD ELECTRIC FENCE FIRE LANE LEGEND BUILDING PAD AREA APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN RETAINING WALL WATER LINE WASTEWATER LINE UNDERGROUND ELECTRIC UNDERGROUND GAS LINE UTILITY LEGEND STORM DRAIN LINE 1.CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON PLANS. 2.FOUR INCH THROUGH TWELVE INCH WATER PIPES TO BE PVC CLASS 150, AWWA C-900 (BLUE) AND ONE INCH THROUGH THREE INCH PIPES SHALL BE PVC SCHEDULE 40 (BLUE). 3.ALL VERTICAL AND HORIZONTAL WATER LINE BENDS SHALL BE RESTRAINED TO THE MAIN USING MECHANICAL JOINT RESTRAINT DEVICES SUCH AS MEGA-LUG OR APPROVED EQUAL (SPL-WW-47A). 4.THERE SHALL BE A MINIMUM COVER OF FORTY-TWO INCHES OVER THE WATER PIPE AS MEASURED FROM THE TOP OF THE PIPE TO THE EXISTING GROUND, OR PROPOSED FINISHED GRADE, WHICHEVER IS GREATER. 5.FOR ALL WASTEWATER CROSSINGS, WATER LINE MUST BE INSTALLED A MINIMUM OF ONE FOOT ABOVE TOP OF WASTEWATER LINE. 6.NO COMBUSTIBLE CONSTRUCTION WILL BEGIN ON SITE UNTIL THE WATER LINE EXTENSION IS COMPLETED AND THE REQUIRED FIRE FLOW IS AVAILABLE. 7.ON ALL GRAVITY LINES, CONTRACTOR MUST START AT DOWNSTREAM END AND PROCEED UPSTREAM, TAKING CARE TO EXPOSE ALL EXISTING UTILITIES AND STRUCTURES WHICH MAY CONFLICT WITH THE PROPOSED LINE. ANY OTHER SEQUENCE OF CONSTRUCTION WILL BE AT THE CONTRACTOR'S RISK. 8.FOUR INCH THROUGH SIXTEEN INCH WASTEWATER PIPES TO BE PVC SDR 26 (GREEN). 9.REFERENCE GENERAL NOTES SHEET(S) FOR ADDITIONAL UTILITY NOTES. UTILITY PLAN NOTES LOT 1, H/8466 CYPRESS WATERS NO. 2 PHASE 2 N89°29'02"E 620.00' (OWNER) BELTLINE PROPERTIES, LLC 16.722 ACRES INST. NO. 201600361918 O.P.R.D.C.T. PROPOSED LOT 6 ACRES (261,360 SQ.FT.)52552352 3524 524526527528529 525 525525525 52 5 525525 525 5 2 5 525525525525525525525523 520 520 521 521 522 522 523 523 523523523523523 523 523 523 524 524 524524 524 524524524524524524524524524 524 526 52652652652652 6 526 526 526 526526 526526 526526526526 526 526526526527 527 5 2 7 527527527528 528 5285 2 8 528528528528528529 529VARIABLE WIDTH CROSS ACCESS AND UTILITY EASEMENT INST. NO. 201600170338 O.P.R.D.C.T. EAST DIVIDEND DRIVE (90' ROW)S BELT LINE ROAD(120' ROW)CURB INLET RIM = 527.75' FL 24" RCP (W) = 522.86' CURB INLET RIM = 522.29' FL 24" RCP (N) = 518.54'N00°30'58"W406.72'N44°29'02"E21.21'N89°29'02"E 605.00'S00°30'58"E421.73'S00°30'58"E1014.22'12 7 11 144 15 15 5 12 8 14 VAN15VAN15 9 156 15 14 14 15 15 14 14 7 7 12 10 14 128 1+002+003+00 4+005+006+006+551+002+00 3+00 4+005+006+007+008+008+25 1+001+46 524 525 527527525525 5 2 5 524524525524523 526 525 524 TC=526.40 G=525.90 TC=526.40 G=525.90 TC=525.40 G=524.90 TC=523.55 G=523.05 TC=523.75 G=523.25 TC=524.85 G=524.35 523.30 522.80 522.60 TC=524.00 G=523.50 TC=524.00 G=523.50 TG=522.50 TC=525.10 G=524.60 TC=526.40 G=525.90 TC=523.96 G=523.46 TC=523.88 G=523.38 TC=523.57 G=523.07 TC=523.93 G=523.43 TC=524.00 G=523.50 TC=524.00 G=523.50 TC=524.23 G=523.73 TC=523.83 G=523.33 TC=525.30 G=524.80 TC=524.92 G=524.42 TC=524.80 G=524.30 TC=525.05 G=524.55 TC=524.76 G=524.26 TC=525.45 G=524.95 TC=526.00 G=525.50 TC=525.98 G=525.48 TC=526.20 G=525.70 TC=526.40 G=525.90 TC=526.40 G=525.90 TC=526.20 G=525.70 TC=525.89 G=525.39 TC=526.05 G=525.55 TC=525.84 G=525.34 TC=526.40 G=525.90 TC=526.02 G=525.52 TC=525.63 G=525.13 TC=525.80 G=525.30 TC=528.55 G=528.05 TC=528.54 G=528.04 TC=525.70 G=525.20 TC=527.97 G=527.47 TC=526.46 G=525.96 TC=525.96 G=525.46 TC=525.88 G=525.38 TC=527.40 G=526.90 TC=526.90 G=526.40 TC=527.15 G=526.65 TC=527.01 G=526.51 TC=526.28 G=525.78 TC=526.50 G=526.00 TC=526.21 G=525.71 TC=526.50 G=526.00 TC=526.30 G=525.80 TC=526.40 G=525.90 TC=526.40 G=525.90 TC=525.09 G=524.59 TC=526.40 G=525.90 TC=526.29 G=525.79 TC=525.99 G=525.49 TC=525.50 G=525.00 TC=525.60 G=525.10 TC=525.92 G=525.42 TC=524.90 G=524.40 TC=525.30 G=524.80 TC=526.40 G=525.90 TC=527.20 G=526.70 TC=527.40 G=526.90 TC=526.50 G=526.00 TG=524.20 TG=523.90 TG=523.70 TG=522.90 TG=523.70 TG=524.70 TG=524.10 TG=523.04 TC=525.50 G=525.00 TC=525.49 G=524.99 TC=523.75 G=523.25 TC=522.50 G=522.00 TC=528.04 G=527.54 TC=528.50 G=528.00 FFE = 526.50' FFE = 526.50' FFE = 526.50' TC=529.01 G=528.51 527.94 EX 528.40 EX PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED JUNCTION BOX PROPOSED JUNCTION BOX PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED GRATE INLET SHEET SHEET TITLE:PROJECT:8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OF PLAT NO.NOT AUTHORIZED FORCONSTRUCTION PRIOR TOFORMAL CITY APPROVALG F E D C B A G F E C B A 5 4 3 2 1 D FIRM NO: F-15085214.307.4767DAVE & BUSTER'S HEADQUARTERS8500 S BELT LINE ROADCITY OF COPPELL, DALLAS COUNTY, TEXAS 75019LAST MODIFIED BY: MEGAN.SILVALAST MODIFIED ON: 2/26/2020 1:33 PMPLOTTED BY: MEGAN SILVAPLOTTED ON: 2/26/2020 5:18 PMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: BRD - HEB.CTBP:\Projects\Dave & Buster's Inc\30195308.00 - D&B HQ DALLAS\01-Civil\10-Shts\30195308.00 - CG100 GRADING PLAN.dwg - LAYOUT GRADING PLANFILENAME:PRELIMINARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. PREPARED UNDER THE SUPERVISION OF MEGAN SILVA, P.E. P.E.# 129884 ON 2/26/2020 LOT 1 BLOCK A 6.00 ACRES P.D. #: __________ WARNING! CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY & HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM AT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.44 C4.0 PRELIMINARY GRADING & DRAINAGE PLANCURB & GUTTER PROPERTY LINE / RIGHT OF WAY EASEMENT / SETBACK BENCHMARK UTILITY POLE TRANSFORMER OVERHEAD ELECTRIC FENCE FIRE LANE LEGEND BUILDING PAD AREA APPROXIMATE LIMITS OF 100-YEAR FLOODPLAIN RETAINING WALL XXXX XXXX XXX.00 TC G FL HP LP ME PE FF TW BW XXX.00 EXISTING GRADE ELEVATIONS PROPOSED GRADE ELEVATIONS GRADING LEGEND PROPOSED FINISHED GRADE PROPOSED FINISHED GRADE TOP OF CURB ELEVATION GUTTER ELEVATION FLOW LINE ELEVATION HIGH POINT ELEVATION LOW POINT ELEVATION MATCH EXISTING ELEVATION PAD ELEVATION FINISHED FLOOR ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION 1.REFERENCE LANDSCAPE PLANS FOR SODDING & SEEDING NOTES. 2.ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION. 3.ON ALL GRAVITY LINES, CONTRACTOR MUST START AT DOWNSTREAM END AND PROCEED UPSTREAM, TAKING CARE TO EXPOSE ALL EXISTING UTILITIES AND STRUCTURES WHICH MAY CONFLICT WITH THE PROPOSED LINE. ANY OTHER SEQUENCE OF CONSTRUCTION WILL BE AT THE CONTRACTOR'S RISK. 4.CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES CROSSING PROPOSED GRAVITY LINES AND ENSURE THERE WILL BE NO CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. ADDITIONALLY, CONTRACTOR TO PLAN UTILITY LINE INSTALLATIONS IN A MANNER TO AVOID CONFLICTS WITH PROPOSED GRAVITY LINES. 5.CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% ALONG THE ACCESSIBLE ROUTE AND RUNNING SLOPE IS NO GREATER THAN 5%, UNLESS THE RUNNING SLOPE MATCHES THE EXISTING STREET SLOPE. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION. 6.LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL PLAN(S). GRADING PLAN NOTES EXISTING DRAINAGE AREA MAP AND CALCULATIONS (PER PACHECO KOCH PLANS DATED 06/27/2012) DA-6 NOTE: THE DAVE AND BUSTER'S PROPERTY IS INCLUDED IN DRAINAGE AREA "DA-6". DA-6 DRAINS TO THE DETENTION AREA, AND RUNOFF HAS ALREADY BEEN CALCULATED FOR FULLY DEVELOPED CONDITIONS, PER THE C VALUE OF 0.90. DIVIDEND DR HACKBERRY DR BELT LINE ROAD 1271114415155128141515151561514141515141477121014122VANVANSAMH: 28MH: 28SAMH: 28SASAMH: 28SAMH: 28SAMH: 28SAMH: 28MH: 28SASAMH: 28SAMH: 28MH: 28SCMH: 28SBMH: 28SBMH: 28SCSCMH: 28MH: 28SBMH: 28SB0.00.40.0 0.0 0.0 0.0 0.0 0.0 0.10.30.1 0.20.20.10.00.00.4 0.70.50.60.50.9 1.0 0.7 0.50.00.3 0.2 0.1 0.1 0.1 0.00.30.90.50.90.5 0.5 0.6 0.9 1.50.51.00.60.60.50.30.30.5 0.51.60.50.7 0.9 1.5 1.8 1.1 0.70.50.50.60.5 0.6 0.9 1.5 1.7 1.00.50.11.10.0 0.0 0.0 0.0 0.00.00.10.00.2 0.2 0.3 0.4 0.60.10.10.10.7 0.71.71.70.7 0.60.00.21.10.1 0.0 0.0 0.0 0.00.00.50.50.91.0 1.0 0.8 0.6 0.50.60.40.40.6 0.9 1.0 1.0 0.9 0.60.41.01.0 0.7 0.5 0.4 0.4 0.40.80.80.41.0 0.9 0.6 0.5 0.4 0.40.60.00.10.2 0.1 0.1 0.1 0.00.50.00.80.0 0.0 0.1 0.1 0.11.90.00.61.4 1.7 1.7 1.4 0.9 0.70.30.50.20.8 1.2 1.6 1.8 1.5 1.20.52.00.13.0 3.9 4.0 3.3 2.31.91.81.73.0 3.8 3.90.60.13.11.73.10.4 0.7 0.8 1.0 1.3 1.62.12.30.54.0 4.2 3.5 2.5 2.0 1.81.90.01.00.0 0.0 0.0 0.00.00.10.00.10.1 0.1 0.1 0.1 0.1 0.20.01.30.9 0.6 0.5 0.4 0.4 0.40.10.80.51.7 1.2 0.8 0.5 0.4 0.30.61.61.4 1.0 0.7 0.5 0.5 0.70.41.31.31.7 1.3 0.9 0.7 0.51.60.91.60.70.6 0.7 0.8 1.1 1.51.71.91.71.1 0.8 0.6 0.5 0.7 0.90.41.80.20.20.1 0.2 0.2 0.2 0.20.10.20.10.2 0.2 0.2 0.2 0.20.10.20.00.0 0.0 0.00.0 0.0 0.00.10.00.20.0 0.0 0.0 0.0 0.0 0.10.00.20.20.2 0.2 0.2 0.2 0.20.20.20.20.2 0.2 0.2 0.2 0.10.10.20.20.2 0.2 0.2 0.2 0.2 0.20.20.20.00.2 0.2 0.2 0.2 0.2 0.20.20.10.00.1 0.1 0.1 0.1 0.10.10.10.10.1 0.1 0.1 0.1 0.1 0.10.10.01.71.80.0 0.0 0.0 0.00.10.00.10.0 0.0 0.0 0.0 0.0 0.10.00.10.1 0.1 0.1 0.1 0.1 0.10.10.10.10.1 0.1 0.1 0.1 0.10.10.10.10.00.1 0.1 0.1 0.1 0.10.10.10.10.1 0.1 0.1 0.1 0.1 0.10.10.10.40.50.0 0.0 0.1 0.1 0.10.00.30.00.5 0.7 0.8 0.8 0.70.10.20.00.3 0.2 0.2 0.1 0.1 0.00.00.00.40.00.0 0.0 0.0 0.0 0.00.00.70.60.4 0.3 0.4 0.4 0.60.70.70.70.7 0.6 0.4 0.3 0.3 0.40.70.40.4 0.4 0.5 0.7 0.7 0.70.60.60.30.4 0.3 0.4 0.5 0.7 0.70.70.30.30.1 0.1 0.2 0.2 0.30.00.30.00.3 0.3 0.3 0.3 0.3 0.30.30.00.1 0.1 0.0 0.0 0.0 0.00.10.00.30.0 0.0 0.0 0.0 0.0 0.00.00.30.3 0.3 0.3 0.3 0.3 0.30.30.30.30.3 0.3 0.3 0.3 0.30.50.30.30.30.3 0.3 0.3 0.3 0.30.30.30.30.3 0.3 0.3 0.3 0.3 0.30.30.31.92.62.42.42.52.52.52.42.42.42.92.23.41.51.10.40.60.91.31.82.53.23.22.40.11.62.72.52.20.90.60.60.60.30.23.00.13.20.10.10.10.10.20.20.41.53.13.10.10.53.12.52.52.42.52.52.42.21.91.52.40.32.40.81.21.72.43.33.23.64.14.02.21.20.12.51.40.90.90.70.30.20.10.10.12.50.13.30.20.20.20.41.63.23.53.33.02.70.12.60.20.30.51.73.43.53.33.12.73.02.40.12.72.72.72.72.72.62.32.01.71.32.50.54.91.40.81.11.41.92.32.82.82.50.21.70.10.40.30.30.30.20.10.10.10.11.52.42.50.73.53.33.02.72.42.42.52.52.51.62.50.42.42.31.91.51.20.30.71.01.41.92.40.31.11.92.32.72.92.52.31.90.70.53.20.41.10.20.10.10.10.10.10.10.20.20.20.40.61.31.82.42.92.92.72.52.31.00.20.61.30.30.20.10.10.10.10.10.20.30.60.63.31.70.50.50.82.13.33.53.73.63.20.92.90.64.04.74.84.84.43.52.82.21.82.42.90.10.62.52.21.80.70.50.40.40.30.22.60.12.20.10.10.20.30.60.71.43.24.82.10.15.60.14.04.24.34.03.53.13.23.94.92.85.61.05.34.33.22.41.81.30.71.01.41.85.62.42.72.72.52.31.91.61.20.50.80.31.72.73.23.23.64.14.11.71.71.10.70.31.10.50.70.30.20.10.10.10.10.10.10.22.70.32.81.73.53.53.33.12.82.52.52.60.10.33.30.21.71.30.60.81.21.82.53.23.22.43.52.91.41.00.90.70.30.20.10.10.10.13.23.32.50.10.10.10.20.30.40.40.61.82.03.40.13.23.02.72.62.83.23.53.53.53.33.55.23.93.33.03.14.05.36.16.26.52.46.24.04.43.83.22.82.52.32.22.12.12.16.80.15.93.33.84.34.21.81.81.10.80.34.30.14.20.10.10.10.10.30.60.61.12.52.20.24.82.10.10.10.10.10.30.60.71.53.30.14.80.24.33.53.03.14.05.25.85.96.11.84.92.41.72.12.02.12.12.01.81.40.60.80.11.72.13.33.33.74.14.11.81.61.10.80.31.22.64.04.14.13.83.22.72.00.81.03.31.92.83.43.43.43.73.41.61.11.00.70.31.45.42.92.72.52.52.93.74.44.95.35.53.65.23.15.45.14.64.03.32.92.92.92.90.15.32.80.24.43.93.53.12.82.62.52.52.55.22.65.82.82.82.82.82.52.21.70.60.91.22.53.64.70.10.10.10.10.30.50.50.82.24.93.50.13.43.12.82.93.54.65.76.16.56.43.50.80.30.20.10.10.10.10.10.20.33.10.50.51.93.23.43.63.53.22.92.83.13.80.51.16.44.75.65.75.85.74.73.83.02.40.40.70.41.51.92.32.72.92.52.31.90.74.71.93.24.50.10.10.10.30.40.30.61.83.50.13.30.12.92.62.52.73.13.33.43.43.33.03.42.83.04.53.73.02.52.11.60.81.11.40.12.34.72.82.52.41.70.50.40.30.30.30.21.90.13.23.23.13.43.11.40.90.90.73.70.21.30.10.10.10.10.10.30.60.71.33.10.31.63.83.22.62.22.01.81.71.61.61.62.51.71.81.61.51.51.51.51.31.10.60.94.81.70.24.70.90.60.60.60.30.20.10.10.12.60.12.70.30.60.61.02.34.04.14.23.93.40.14.34.34.23.53.03.14.05.35.95.75.92.25.54.73.42.72.20.71.01.41.92.52.93.06.23.62.93.02.92.93.23.53.53.73.83.43.53.33.63.22.72.31.90.80.60.50.50.33.63.33.03.83.73.73.33.13.13.03.03.13.03.33.33.43.12.93.02.92.93.13.33.30.13.43.00.13.43.23.13.13.03.03.13.33.33.53.23.43.03.03.03.03.13.33.33.33.31.03.33.43.20.00.10.10.10.20.30.61.11.73.53.00.13.63.73.63.43.13.03.02.93.03.22.52.73.23.33.43.33.23.23.02.82.73.72.53.22.72.62.62.72.62.52.52.52.52.62.61.14.80.30.20.10.10.10.10.10.10.23.20.73.21.82.73.33.63.73.53.53.53.32.50.42.62.60.10.10.10.10.10.10.20.40.70.31.90.63.33.84.03.93.93.73.43.23.33.21.23.23.02.62.62.52.52.52.52.72.72.70.13.12.53.33.74.03.63.33.22.91.30.80.82.82.52.52.52.73.64.34.23.42.62.50.12.52.72.73.64.34.13.32.62.52.52.52.52.52.43.10.30.60.91.41.82.22.94.04.62.53.02.52.32.42.42.32.53.44.24.23.64.54.11.52.90.50.81.31.72.53.54.13.62.60.21.60.11.51.82.13.13.94.03.22.31.91.71.80.20.04.33.42.72.42.32.11.71.31.10.30.23.80.10.10.10.10.10.00.00.00.00.10.74.10.10.10.20.30.50.91.42.02.60.13.80.13.83.12.72.52.52.42.62.83.23.83.12.23.03.03.23.43.53.63.73.53.43.20.02.80.01.81.40.50.40.30.30.20.10.12.93.11.03.83.54.03.93.43.12.92.72.52.12.71.52.60.30.30.20.20.20.10.10.00.00.01.72.61.42.72.62.62.62.83.33.83.83.23.02.63.42.62.72.93.33.73.73.12.82.62.62.83.30.10.20.40.60.71.02.43.63.75.63.60.13.13.23.74.65.45.45.44.93.93.13.82.31.83.42.51.91.40.91.21.51.92.40.12.70.12.21.60.50.40.30.30.30.20.11.52.74.32.50.91.93.43.33.33.33.12.93.00.53.90.44.34.24.03.42.82.42.01.61.00.73.30.55.80.91.31.72.12.52.92.92.62.30.60.72.00.50.40.30.20.10.10.10.10.10.21.80.30.40.30.30.30.20.10.10.10.14.60.22.20.60.81.53.35.04.84.94.43.63.10.11.73.53.13.24.15.35.65.35.45.54.60.52.31.61.20.81.11.41.82.22.62.62.35.33.34.13.20.10.10.10.10.10.20.40.60.70.32.50.34.34.44.03.53.13.34.25.35.95.71.21.42.35.65.45.55.54.63.32.31.81.20.21.14.11.82.32.72.72.32.31.50.50.40.30.80.31.71.00.70.30.20.10.10.10.11.50.24.40.40.60.91.82.93.43.43.33.13.10.11.41.41.51.31.21.21.41.51.51.51.51.81.54.01.41.61.92.22.63.23.83.64.03.21.52.13.21.81.81.92.02.02.02.02.02.02.01.92.02.32.62.93.44.03.73.94.23.81.62.02.01.53.23.13.23.33.22.92.82.72.61.92.33.32.02.12.01.81.82.02.12.02.02.02.43.13.33.22.92.93.03.23.53.53.51.53.42.02.72.42.21.71.21.62.02.53.13.73.50.12.93.33.22.92.72.31.00.60.60.63.50.23.60.10.10.10.10.20.30.40.60.83.80.32.13.53.33.33.33.23.33.23.12.82.62.92.32.91.51.51.61.51.41.31.31.41.51.62.40.12.93.31.41.00.90.70.30.20.10.13.10.13.50.20.30.40.60.81.93.23.53.43.20.11.82.60.1 0.1 0.1 0.1 0.2 0.40.01.20.12.3 2.7 3.1 3.3 3.5 3.3 3.04.10.71.40.04.0 3.6 3.0 2.5 2.1 2.00.01.62.61.1 0.7 0.4 0.3 0.2 0.1 0.1 0.11.84.12.82.8 3.0 3.4 3.7 3.9 4.22.74.32.74.0 4.3 4.7 4.9 4.5 3.7 3.0 2.44.43.82.6 2.7 3.0 3.4 3.6 3.8 4.12.74.04.03.7 3.6 3.4 3.1 3.1 2.9 2.7 2.64.10.12.40.2 0.2 0.1 0.1 0.1 0.10.70.11.20.1 0.1 0.2 0.3 0.4 0.8 1.44.00.02.96.0 6.1 6.3 6.0 5.1 4.3 3.80.43.23.02.6 2.3 2.0 1.8 1.6 1.6 1.6 1.53.53.22.04.5 4.3 3.8 3.2 3.0 3.04.73.14.43.6 4.4 4.9 5.2 5.4 5.1 4.6 4.23.12.63.5 3.7 3.6 3.6 3.2 2.9 2.74.72.61.72.9 3.4 3.6 3.9 4.3 4.3 4.1 4.12.74.11.82.2 2.3 2.2 2.2 2.5 3.52.74.63.73.2 2.9 2.8 2.7 2.3 2.0 1.82.24.40.30.1 0.10.0 0.0 0.0 0.0 0.02.20.21.80.6 1.0 1.3 1.7 2.1 3.0 4.1 4.50.10.21.72.8 2.3 1.8 1.3 0.9 0.62.90.33.80.1 0.1 0.1 0.00.0 0.0 0.02.80.42.91.8 1.8 1.8 1.9 2.0 2.1 2.22.92.50.23.4 3.9 4.1 3.9 4.0 4.4 5.0 4.72.32.50.11.4 1.9 2.3 3.0 3.7 3.90.62.80.42.2 2.2 2.2 2.4 2.7 3.3 4.0 4.23.50.13.61.4 1.1 0.7 0.4 0.3 0.21.00.13.50.10.0 0.0 0.0 0.1 0.1 0.1 0.20.12.54.1 3.9 4.3 4.8 5.0 4.7 3.93.92.63.42.2 1.8 1.4 1.0 0.7 0.4 0.32.03.02.30.13.3 3.1 2.8 2.5 2.3 2.3 2.34.12.23.92.3 2.4 2.4 2.6 2.8 2.9 3.13.72.36.01.83.2 3.6 4.6 5.8 6.3 6.33.16.83.45.0 4.2 3.6 3.1 2.7 2.4 2.11.86.83.02.4 2.8 3.1 2.9 2.5 2.1 1.93.11.22.03.9 5.0 5.8 5.7 5.5 5.7 5.3 4.21.72.01.91.7 2.2 2.6 2.9 2.9 2.60.62.10.41.9 1.7 1.4 1.4 1.4 1.4 1.45.32.30.12.2 2.3 2.5 2.4 1.2 0.3 0.20.80.20.60.1 0.10.1 0.1 0.1 0.1 0.2 0.30.23.32.03.2 3.1 2.6 2.0 1.6 1.22.82.72.54.2 5.1 5.4 5.4 5.3 4.6 3.7 3.21.00.12.9 1.5 0.6 0.4 0.4 0.3 0.13.00.13.10.1 0.1 0.2 0.4 0.6 0.7 0.8 1.20.10.12.8 2.9 1.5 0.4 0.3 0.3 0.23.10.12.30.1 0.1 0.1 0.2 0.3 0.5 0.52.30.14.80.93.4 4.0 5.0 5.9 6.2 6.6 6.32.65.12.54.3 3.8 3.4 2.9 2.5 2.2 2.23.15.60.20.11.6 1.6 1.6 1.7 1.7 1.41.90.42.10.2 0.1 0.1 0.1 0.10.0 0.11.50.85.94.2 3.3 3.1 3.0 3.1 3.6 4.61.76.00.16.3 6.4 5.5 4.4 3.7 3.2 2.7 2.45.85.60.13.1 3.6 3.9 4.0 4.4 5.02.75.82.55.5 4.8 3.9 3.3 3.1 3.2 3.20.15.83.30.2 0.3 0.5 0.9 1.5 2.1 2.32.83.35.53.1 3.1 2.9 2.6 2.4 2.3 2.3 2.32.91.75.35.7 4.6 3.8 3.2 2.7 2.36.31.96.11.6 1.7 1.8 2.0 2.0 1.8 1.0 0.32.14.22.8 3.3 4.1 5.2 5.8 5.6 5.56.55.30.13.3 3.0 3.0 3.1 3.5 4.6 5.6 5.95.52.32.4 2.2 2.0 1.9 1.8 1.8 1.90.22.02.82.8 3.3 3.7 4.3 5.4 6.0 5.84.32.00.45.70.1 0.1 0.10.0 0.1 0.1 0.12.50.32.60.6 0.8 1.6 2.2 2.4 2.9 3.10.20.20.00.10.0 0.0 0.00.0 0.0 0.00.00.00.00.0 0.0 0.1 0.1 0.1 0.1 0.10.10.00.20.00.2 0.2 0.2 0.2 0.2 0.20.00.20.10.2 0.1 0.1 0.1 0.1 0.1 0.0 0.00.20.10.10.1 0.1 0.1 0.1 0.1 0.10.10.10.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.10.20.2 0.1 0.1 0.2 0.2 0.2 0.20.10.20.10.2 0.2 0.2 0.1 0.1 0.1 0.1 0.10.20.00.00.1 0.1 0.1 0.0 0.0 0.00.20.00.30.0 0.00.0 0.0 0.0 0.0 0.00.10.00.20.2 0.2 0.2 0.2 0.2 0.1 0.10.10.20.00.3 0.4 0.4 0.5 0.4 0.4 0.4 0.40.20.10.00.3 0.2 0.2 0.1 0.1 0.10.30.10.30.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.10.30.1 0.1 0.1 0.2 0.2 0.3 0.30.30.30.10.3 0.2 0.2 0.2 0.3 0.3 0.3 0.30.20.10.00.1 0.1 0.1 0.1 0.1 0.10.10.10.00.1 0.1 0.1 0.1 0.1 0.1 0.10.10.10.00.0 0.0 0.0 0.0 0.0 0.0 0.00.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.10.1 0.1 0.1 0.1 0.1 0.00.10.00.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.10.00.0 0.0 0.0 0.0 0.0 0.10.00.10.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.10.00.20.1 0.1 0.1 0.1 0.1 0.10.00.00.10.0 0.0 0.0 0.0 0.0 0.00.0 0.00.00.10.0 0.0 0.0 0.1 0.1 0.1 0.10.10.10.00.1 0.1 0.1 0.1 0.1 0.1 0.00.10.10.00.00.1 0.1 0.1 0.1 0.1 0.1 0.10.00.10.00.0 0.0 0.0 0.0 0.0 0.0 0.00.10.10.91.70.8 0.8 0.8 0.8 0.8 0.90.80.90.80.9 0.9 1.0 1.0 1.0 1.1 1.20.40.91.41.6 1.3 1.0 0.7 0.5 0.4 0.50.80.91.81.8 1.9 1.7 1.3 1.1 0.9 0.9 0.90.60.51.40.0 0.0 0.0 0.1 0.1 0.20.00.30.00.8 1.3 1.6 1.0 0.7 0.5 0.40.20.30.21.7 1.3 1.0 0.7 0.5 0.4 0.40.00.30.70.1 0.1 0.1 0.0 0.0 0.0 0.00.00.31.21.53.6 2.7 2.3 2.0 1.8 1.54.11.23.21.2 1.3 1.3 1.3 1.3 1.3 1.4 1.51.33.80.1 0.2 0.3 0.5 0.8 1.1 1.54.33.51.73.0 2.0 1.5 1.4 1.3 1.4 1.7 2.12.50.00.1 0.1 0.1 0.0 0.00.0 0.01.50.00.40.0 0.1 0.1 0.1 0.2 0.3 0.50.50.03.11.11.9 2.1 2.5 2.8 2.8 3.2 3.70.24.00.22.3 2.1 1.8 1.4 1.0 0.8 0.61.54.30.10.00.6 0.6 0.6 0.5 0.5 0.40.60.20.40.1 0.1 0.1 0.0 0.0 0.0 0.00.40.20.30.3 0.3 0.2 0.2 0.3 0.3 0.30.60.30.00.3 0.3 0.3 0.3 0.3 0.3 0.3 0.30.30.40.00.3 0.4 0.6 0.7 0.8 0.80.30.60.40.3 0.2 0.2 0.2 0.1 0.1 0.10.00.70.10.0 0.0 0.0 0.0 0.0 0.0 0.00.30.10.50.2 0.3 0.5 0.6 0.7 0.7 0.7 0.60.10.80.30.5 0.5 0.5 0.5 0.5 0.60.50.70.50.9 0.9 0.8 0.7 0.5 0.4 0.3 0.20.60.50.6 0.9 1.7 1.8 1.1 0.8 0.70.50.60.10.5 0.4 0.5 0.5 0.5 0.5 0.5 0.50.60.30.5 0.7 0.9 0.9 0.8 0.6 0.50.20.30.10.4 0.6 0.9 1.1 1.1 1.0 0.70.20.30.00.40.1 0.1 0.0 0.0 0.0 0.0 0.00.30.00.20.0 0.0 0.0 0.0 0.0 0.1 0.10.10.0Calculation SummaryCalculation Grid LocationCalc. Height (Ft.)UnitsLuminaire ScheduleSymbolTypeQtyManufacturer / Catalog NumberTotal Lumen OutputAvgMaxMinAvg/MinMax/MinTotal Input WattsLight Lost FactorUser Defined FactorFc3.034.41.61.892.75PARKING SURFACE_9Fc4.316.82.31.872.96OVERALL PARKING AND DRIVEFc3.286.81.12.986.18PARKING SURFACE_1Fc2.183.31.71.281.94PARKING SURFACE_10Fc3.305.01.81.832.78PARKING SURFACE_11Fc2.934.61.81.632.56PARKING SURFACE_2Fc2.293.11.81.271.72PARKING SURFACE_3Fc4.396.33.01.462.10PARKING SURFACE_4Fc2.724.41.12.474.00PARKING SURFACE_5Fc2.133.41.51.422.27PARKING SURFACE_6Fc2.543.92.01.271.95PARKING SURFACE_7Fc3.104.62.21.412.09PARKING SURFACE_8SA10LITHONIA DSX1 LED P9 40K TFTM MVOLT DM19AS 25' POLE + 3' BASE275772411.0001.000SB4LITHONIA DSX1 LED P9 40K T5M MVOLT DM28AS 25' POLE + 3' BASE572584821.0001.000SC3LITHONIA DSX1 LED P9 40K T2M MVOLT DM19AS 25' POLE + 3' BASE275202411.0001.000Average = 2.72Maximum = 4.4Minimum = 1.1Avg/Min Ratio = 2.47Max/Min Ratio = 4.00PARKING SURFACE_9Illuminance (Fc)Average = 4.31Maximum = 6.8Minimum = 2.3Avg/Min Ratio = 1.87Max/Min Ratio = 2.96PARKING SURFACE_8Illuminance (Fc)Average = 3.03Maximum = 4.4Minimum = 1.6Avg/Min Ratio = 1.89Max/Min Ratio = 2.75Illuminance (Fc)Average = 2.18Maximum = 3.3Minimum = 1.7PARKING SURFACE_1Avg/Min Ratio = 1.28Max/Min Ratio = 1.94Average = 3.30Maximum = 5.0Minimum = 1.8Avg/Min Ratio = 1.83PARKING SURFACE_10Max/Min Ratio = 2.78PARKING SURFACE_11Illuminance (Fc)Average = 2.93Maximum = 4.6Minimum = 1.8Avg/Min Ratio = 1.63Max/Min Ratio = 2.56Illuminance (Fc)PARKING SURFACE_6Illuminance (Fc)Average = 2.54Maximum = 3.9Minimum = 2.0Avg/Min Ratio = 1.27Max/Min Ratio = 1.95Illuminance (Fc)Average = 2.13Maximum = 3.4Minimum = 1.5Avg/Min Ratio = 1.42Max/Min Ratio = 2.27PARKING SURFACE_2Illuminance (Fc)Average = 2.29Maximum = 3.1PARKING SURFACE_5Minimum = 1.8Avg/Min Ratio = 1.27Max/Min Ratio = 1.72Illuminance (Fc)Illuminance (Fc)Average = 4.39Maximum = 6.3Minimum = 3.0Average = 3.10Maximum = 4.6Minimum = 2.2Avg/Min Ratio = 1.41Max/Min Ratio = 2.09PARKING SURFACE_7PARKING SURFACE_3Avg/Min Ratio = 1.46Max/Min Ratio = 2.10PARKING SURFACE_4Illuminance (Fc)OVERALL PARKING AND DRIVEIlluminance (Fc)Average = 3.28Maximum = 6.8Minimum = 1.1Avg/Min Ratio = 2.98Max/Min Ratio = 6.18Architectural Lighting Alliance101 Turtle Creek Blvd. Dallas TX 75207O 214-658-9000 | F 214-658-9002www.alatx.comNotes:1. Surface reflectances: Vertical/Horizontal - 2. Calculation values are at height indicated in summary table.3. Mounting heights are designated on drawing with "MH."4. Luminaire description does not necessarily reflect specification model number. Contact salesperson for verification. 5. Sylvania lamp data used unless otherwise noted. LED luminaires use integrated photometric lamp data provided by manufacturer.6. Lighting power density is calculated based on estimated ballast/driver energy consumption. Engineer to verify.7. For lumen output of scaled luminaires, multiply Total Lumen Output by User Defined Factor. PROJECT: SALESPERSON: SCALE: CALC BY: FILE: 200120_DAVE AND BUSTERS_COPPELL_V12020-01-2150/20.DAVE AND BUSTERS COPPELLSUE WHITE1" = 20'-0"JK SHEET SHEET TITLE:PROJECT:8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OF PLAT NO.NOT AUTHORIZED FORCONSTRUCTION PRIOR TOFORMAL CITY APPROVALG F E D C B A G F E C B A 5 4 3 2 1 D FIRM NO: F-15085214.307.4767DAVE & BUSTER'S HEADQUARTERS8500 S BELT LINE ROADCITY OF COPPELL, DALLAS COUNTY, TEXAS 75019LAST MODIFIED BY: STEFAN.HAESSIGLAST MODIFIED ON: 1/21/2020 10:07 AMPLOTTED BY: VANIA FRANCOPLOTTED ON: 1/21/2020 10:10 AMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: O'BRIEN-HALFSIZE.CTBP:\19\19087 - Dave & Busters\01-Design\105-InDesign\City Submittal Title Block\_36x24_Titleblock.dwg - LAYOUT Layout1FILENAME:PRELIMINARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. PREPARED UNDER THE SUPERVISION OF MEGAN SILVA, P.E. P.E.# 129884 ON 1/21/2020 LOT 1 BLOCK A 6.00 ACRES P.D. #: __________ XX X#.#XXXXXXXXXXXXBUILDING PERSPECTIVESA1.0 5310 HARVEST HILL RD, SUITE 136 DALLAS, TEXAS 75230 CONTACT: MICK GRANLUND MICK.GRANLUND@OBRIENARCH.COM (972) 788-1010 BUILDING PERSPECTIVES 1 3 2 4 SHEET SHEET TITLE:PROJECT:8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OF PLAT NO.NOT AUTHORIZED FORCONSTRUCTION PRIOR TOFORMAL CITY APPROVALG F E D C B A G F E C B A 5 4 3 2 1 D FIRM NO: F-15085214.307.4767DAVE & BUSTER'S HEADQUARTERS8500 S BELT LINE ROADCITY OF COPPELL, DALLAS COUNTY, TEXAS 75019LAST MODIFIED BY: STEFAN.HAESSIGLAST MODIFIED ON: 1/21/2020 10:07 AMPLOTTED BY: VANIA FRANCOPLOTTED ON: 1/21/2020 10:10 AMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: O'BRIEN-HALFSIZE.CTBP:\19\19087 - Dave & Busters\01-Design\105-InDesign\City Submittal Title Block\_36x24_Titleblock.dwg - LAYOUT Layout1FILENAME:PRELIMINARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. PREPARED UNDER THE SUPERVISION OF MEGAN SILVA, P.E. P.E.# 129884 ON 1/21/2020 LOT 1 BLOCK A 6.00 ACRES P.D. #: __________ XX X#.#XXXXXXXXXXXXBUILDING ELEVATIONS AND MATERIALSA2.0 5310 HARVEST HILL RD, SUITE 136 DALLAS, TEXAS 75230 CONTACT: MICK GRANLUND MICK.GRANLUND@OBRIENARCH.COM (972) 788-1010 CONCRETE PANELS GLAZING METAL OTHER NORTH 4,435 4,798 50 186 NORTH SOUTH 4,766 4,471 102 0 SOUTH EAST 3,344 4,844 64 0 EAST WEST 3,749 4,760 550 0 WEST 1166,,229944 1188,,887733 776666 118866 45%52%2%1% 48% 59% 53% GLAZING PER FAÇADE 51% DDAAVVEE && BBUUSSTTEERR''SS FFAAÇÇAADDEE MMAATTEERRIIAALL ((SSFF)) PPeerrcceennttaaggee ooff MMaatteerriiaall -- TTOOTTAALL SSFF ooff MMaatteerriiaallss TTOOTTAALL 110000%% 8,252 9,059 FAÇADE TOTAL SF 9,469 9,339 3366,,111199 MATERIAL PERCENTAGES PROPOSED BUILDING COLORS & MATERIALS PAINT COLOR 1: SHERWIN WILLIAMS SW 7004 SNOWBOUND PAINT COLOR 2: SHERWIN WILLIAMS SW 7045 INTELLECTUAL GRAY CORRUGATED METAL PANELS: PAC-CLAD 3/8” ROUND CHARCOAL WINDOW MULLIONS: KAWNEER CLEAR ANODIZED ALUMINUM PAINT COLOR 4: SHERWIN WILLIAMS SW 7674 PEPPERCORN PAINT COLOR 3: SHERWIN WILLIAMS SW 9163 TIN LIZZIE METAL PANELS: ALPOLIC MICA MZG GREY GLASS SPANDREL & VISION: GUARDIANWEST ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" EL.= 14'-0" LEVEL 2 SOUTH ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" EAST ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" NORTH ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" EL.= 34'-0" T.O. PANEL EL.= 36'-2" T.O. CANOPY EL.= 35'-0" T.O. PANEL EL.= 34'-0" T.O.PANEL EL.= 14'-0" LEVEL 2 EL.= 0'-0" EL.= 14'-0" LEVEL 2 EL.= 34'-0" T.O. PANEL EL.= 34'-0" T.O. PANEL EL.= 36'-2" T.O. CANOPY EL.= 34'-0" T.O.PANEL EL.= 14'-0" LEVEL 2 EL.= 0'-0" 25'-0"25'-0"27'-0"13'-0"25'-0"30'-0"22'-0"20'-0"20'-0"22'-0"15'-0" 25'-0"25'-0"27'-0"13'-0"27'-0"21'-0"27'-0"25'-0"25'-0"25'-0"27'-0" EL.= 14'-0" LEVEL 2 EL.= 34'-0" T.O. PANEL EL.= 34'-0" T.O.PANEL EL.= 14'-0" LEVEL 2 EL.= 0'-0" 25'-0"27'-0"27'-0"10'-6"10'-6"27'-0"27'-0"25'-0"25'-0"27'-0"13'-0" 27'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"27'-0"27'-0"20'-0"10'-6"10'-6" 6'-0" EL.= 14'-0" LEVEL 2 EL.= 34'-0" T.O. PANEL EL.= 34'-0" T.O.PANEL EL.= 14'-0" LEVEL 2 EL.= 0'-0" EL.= 36'-2" T.O.CANOPY 244'-0" 272'-0" 244'-0" 5'-0"6'-0"272'-0" ELEVATION BEYOND ELEVATION BEYOND VISION GLASS SPANDREL GLASS CLEAR ANODIZED STOREFRONT PAINTED TILT-WALL METAL PANELS VISION GLASS SPANDREL GLASS METAL LOUVERS METAL COLUMNS METAL CANOPY W/ CORRUGATED METAL PERFORATED PANELS @ SOFFIT CLEAR ANODIZED STOREFRONT CLEAR ANODIZED STOREFRONT PAINTED TILT-WALL W/ RUNNING BOND REVEALS CLEAR ANODIZED STOREFRONT PAINTED TILT-WALL W/ RUNNING BOND REVEALS METAL CANOPY PAINTED TILT-WALL VISION GLASS SPANDREL GLASS CLEAR ANODIZED STOREFRONT PAINTED TILT-WALL CLEAR ANODIZED STOREFRONT VISION GLASS SPANDREL GLASS METAL PANELS VISION GLASS SPANDREL GLASS PAINTED TILT-WALL CLEAR ANODIZED STOREFRONT VISION GLASS SPANDREL GLASS PAINTED FORMLINER PAINTED FORMLINER PAINTED FORMLINER PAINTED FORMLINER SIGN AREA SIGN AREA SIGN AREA EL.= 34'-0" T.O. PANEL EL.= 34'-0" T.O. PANEL EL.= 33'-3" T.O. PARAPET EL.= 34'-0" T.O. PANEL SHEET SHEET TITLE:PROJECT:8144 WALNUT HILL LANE, SUITE 903 DALLAS, TEXAS 75231OF PLAT NO.NOT AUTHORIZED FORCONSTRUCTION PRIOR TOFORMAL CITY APPROVALG F E D C B A G F E C B A 5 4 3 2 1 D FIRM NO: F-15085214.307.4767DAVE & BUSTER'S HEADQUARTERS8500 S BELT LINE ROADCITY OF COPPELL, DALLAS COUNTY, TEXAS 75019LAST MODIFIED BY: STEFAN.HAESSIGLAST MODIFIED ON: 1/21/2020 10:07 AMPLOTTED BY: VANIA FRANCOPLOTTED ON: 1/21/2020 10:10 AMPLOTTED WITH: DWG TO PDF.PC3PLOT STYLE: O'BRIEN-HALFSIZE.CTBP:\19\19087 - Dave & Busters\01-Design\105-InDesign\City Submittal Title Block\_36x24_Titleblock.dwg - LAYOUT Layout1FILENAME:PRELIMINARY NOT FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSE. PREPARED UNDER THE SUPERVISION OF MEGAN SILVA, P.E. P.E.# 129884 ON 1/21/2020 LOT 1 BLOCK A 6.00 ACRES P.D. #: __________ XX X#.#XXXXXXXXXXXXDUMPSTER AND SIGNAGE ELEVATIONSA3.0 5310 HARVEST HILL RD, SUITE 136 DALLAS, TEXAS 75230 CONTACT: MICK GRANLUND MICK.GRANLUND@OBRIENARCH.COM (972) 788-1010 EL.= 8'-0" EL.= 0'-0" 23'-0"15'-0" 15'-0"23'-0" EL.= 8'-0" EL.= 0'-0" PAINTED CONCRETE PANELS METAL CORRUGATED PANELS PAINTED CONCRETE PANELS EL.= 8'-0" EL.= 0'-0" EL.= 8'-0" EL.= 0'-0" PAINTED CONCRETE PANELS PAINTED CONCRETE PANELS FRONT ELEVATION Scale: 1/8"= 1'-0" RIGHT ELEVATION Scale: 1/8"= 1'-0" BACK ELEVATION Scale: 1/8"= 1'-0" LEFT ELEVATION Scale: 1/8"= 1'-0" PASS THRU TYPICAL DUMPSTER ENCLOSURE ELEVATIONS MONUMENT SIGN ELEVATIONS * All other signage proposed for this site shall comply with City ordinance requirements. EL.= 6'-0" EL.= 0'-0" FRONT ELEVATION Scale: 1/2"= 1'-0" LEFT ELEVATION Scale: 1/2"= 1'-0" RIGHT ELEVATION Scale: 1/2"= 1'-0" 2'-0" EL.= 6'-0" EL.= 0'-0" 10'-0" EL.= 6'-0" EL.= 0'-0" ALUMINUM PANEL SIGN CABINET COLOR TO MATCH BUILDING NON-ILLUMINATED TENANT SIGN W/ PUSH THRU LETTERS ALUMINUM PANEL SIGN CABINET ALUMINUM CUT-OUT ADDRESS NUMBERS ALUMINUM PANELS W/REVEALS COLOR TO MATCH BUILDING ALUMINUM PANELS W/REVEALS COLOR TO MATCH BUILDING 1'-8"4'-2"7'-8"2'-7"