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Home My WebLink AboutORD 2020-006VICINITY MAP NTS POST OFFICE (f FROZEN CUSTARD �S 4/ ZONING: CC PROJECT DATA TABLE FLS S 37'58" W L8 N 84'54'57'58" E 20.78' I LOT NUMBER LANDB AREA IDLIU NG AREA USE PARKING REQUIRED PARKING PROVIDED BUILDING COVERAGE LANDSCAPED AREA PERVIOUS SURFACE IMPERVIOUSLI SURFACE ANDSCAPE PERCENTAGE ANDY'SFROZEN CUSTARD -LOT 2R, BLOCK I.- TATE STREET PILQA 30,67HS.F. 1,6055.1. RESTAVRAN'1 17PACES 295PACE5 5.23% t0, 949 S.F. 10,949 S.F. 13,]2151. 35.7% FIRESTONE - LOT I -R, SLACK I �-1 STREET PLAZA REVISED 39,2945.1. 6,550S.F. AUTOREPAiR 52 SPACES 525PACE5 16.fiTh 9,1575.1. 9,35>S.F. 39, 137 S1, 23.3% RETAIL/MEDICAL- LOT I, BLOCK I � TATE STREET PLATA N0. 2 bi,936SE, 8,95SSCr RETAIUMEOICAL 71 SPACES 95SPACES 13.18% 13,723 S. F. 13,]735.1. 56,1635.". 2 Px CNICx-FIL-A .11. BLOCK I -TATE STRRTPLAZANa. 2 51,2435.1. 5,348S.F, RESTAURANT 47SPACES 73 SPACES 8.73% 121279S.F. 12,279 S.F. 48, 964 S.F. 280% RESTAURANT - LOT 3, BLOCK I - TATE 5TREETPLAZAN6. 2 45,6605.1. 3,632 S.F. RESTAURANT 425PACE5 47SPACES 7.95% ]3,865 SF, 13,8855,1. 31,71551. 304% (f FROZEN CUSTARD �S 4/ ZONING: CC VINE STREET ZONING: CC I.----- \, FIRESTONE IAT .-K, 'K I rAn s`rxt�rmncA \ I � RETAIL/MEDICAL _ HLOCK ;Kr'P: 5'rRFET PLAZA NO. 2 \ W- /,� i zoNlNc cc 1C firp�44�q �d - I C J I ZONING: CC .. a. _ IL ZONING: CC o�, \✓ POST OFFICE' `o.``• ( ISI - Case Name: Existing Restaurant Case Number: CU19-38 Location. 1245 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Date PLANNING AND ZONING COMMISSION Chairman Date: Sheet i of 10 Approval does not authorize any work in conflict with any codes or ordinances. DEPARTMENT OF DEVELOPMENT SERVICES BOUNDARY LINE DATA TABLE ti FLS S 37'58" W L8 N 84'54'57'58" E 20.78' L7 N 34'55'25 E 26.61' 4 0 25' 50' 100' - I � i"=50• Conditional Use Permit CU19-38 is a request to amend the I reviousl approved site plan of CU99.74 (Ord, 1999-185 for a P y PP ) tanned commercial center to allow for playground avenin in P P 9 I ad con unction with a restaurant, ape cif tally to adjust the �. property lines of an existing drive through restaurant. � I VINE STREET ZONING: CC I.----- \, FIRESTONE IAT .-K, 'K I rAn s`rxt�rmncA \ I � RETAIL/MEDICAL _ HLOCK ;Kr'P: 5'rRFET PLAZA NO. 2 \ W- /,� i zoNlNc cc 1C firp�44�q �d - I C J I ZONING: CC .. a. _ IL ZONING: CC o�, \✓ POST OFFICE' `o.``• ( ISI - Case Name: Existing Restaurant Case Number: CU19-38 Location. 1245 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Date PLANNING AND ZONING COMMISSION Chairman Date: Sheet i of 10 Approval does not authorize any work in conflict with any codes or ordinances. DEPARTMENT OF DEVELOPMENT SERVICES � L11 L1_1 LAYOUT NOTES `_ - gg We 1❑ ENMTEP )RAFRC ARROW t3 IX. SiRO w6 — _ J 27.50' O I jh O 24 r5 25, 5 \ t LS 3 Ex. SPACES LS 161 12 E. LSPACES` � i LOG L 3\ CA&1LS,,Y: © cAVTRAcndvi JOMT (SIF seem C -T) i8 EY User ROLE � a \ 7�2Q4-"=� "'' AB. A. qL. 15BAs 1 S❑ 7 iB EX. ex.—P SYWA"x -- 22 TEPA. OF, © CONCRETE PAVEVEVr ® IX. ANLET u ASfWNi kw �u �i R I 3 IX PSPWIT\ r or 1P R � oxE IX. sON L i I }LEGEND -y Fes. FIRE HYDRANT O CHISELED 'X" SET OT.x. CHISELED "X" FOUND OF IRON ROD FOUND (SIZE AS NOTED) OS I. R' IRON ROD SET (SIZE AS NOTED) 6- OVERHEAD UTILITY POLE W/ GUY UNDERGROUND ELEC, OR TELE. ��T �Le. LIGHT POLE axLH SANITARY SEWER MANHOLE 0 C.o. SAN, SWR. CLEAN OUT O o.v. GAS VALVE 0-1 PATER VALVE (M Mn MANHOLE (TWE AS NOTED) ®Sw. Box TRAFnC SIGNAL BOX ®mAu2. ELEC. TRANSFORMER BOX QTam ELEC. TRANSMISSION STEEL TOWER 0- UNDERGROUND CABLE MARKER co. UVE OAK CRAPE MYRTLE LANDSCAPE AREA FIRE UNE ONCOR ELECTRIC / �� DELIVERY COMPANY, LLC"SEM (BY SEPARA OF NSWUMENT)% FRr EhOA V / 1 I11 I N 5$'02'QZ W - z sPA LS O T .39' LS ro P LSF71-76.94' o 3! N 64.57'5e" E LAYOUT NOTES �� (' Y ! I� '�. \ M co 23 1❑ ENMTEP )RAFRC ARROW t3 IX. SiRO w6 — _ J 27.50' O PAPoWtC STALLS 1r Rev= snei+E fB IX. PALMED S7R(PE O 24 1 O VIORRIM. CONCBETE CURB (SIE SHEET C-7) tT IX. tlREtTo-- SICNLA, \ t LS 3 Ex. SPACES LS 161 12 E. LSPACES` � i LOG L 3\ CA&1LS,,Y: © cAVTRAcndvi JOMT (SIF seem C -T) i8 EY User ROLE � a \ 7�2Q4-"=� "'' AB. A. qL. 15BAs 1 S❑ CYM6iRUCTKw ✓HNT (SEE fiHEET C -T) iB EX. ex.—P SYWA"x -- 22 cy " © CONCRETE PAVEVEVr ® IX. ANLET i �r PROP. PAVED AREA: Q M4iClt IX. CURB 2f IX. LTIABED RAMP ! ✓ V � � S r // © PRA^. ETRE' LIYO.WNI' Q IX, DUM'+SIER AREA SEATING AREA - 993 S.F./15 - 66 QS AIATLW IX. co-BERVA6PNU.T PAAnARNT 1J EA CANOPY saidneaw 6TAnew CHMARK - BM2 64342 }O EAP£ LME 5'rRIPwG N❑ Ec BerA.SE TRAP 171U3Prc Ion RoadS,,n,IRONPHONE: Da9aS,Te.1�.,75248. 124 OCCUPANTS it Mince, LOC1reN G ELE1MIeN W' IX. SWE AUS 15 EA: w 3XFMCE LDCATWN PHONE: (972) 1z raxE eaWMEa ® EX, eLrew METER / PANeL LATuraw 1^ j^ /� Ems+ N G I N E+ L+ R I N ij iJ IX Soc ABO 17 ex POWER ea<¢ CONTACT: BRYAN M. BURGER, P.E. EMAIL- 88URGER08URGERENGINEERING.COM 14 IX. JRArFTC MROW 18 IX. SON --T -- LOT 2, BLOCK 1 TATE STREET PLAZA NO. 2 n1 _.._.._{ CHICK!-FIL-A CAB __, SL _— O .---^- P.R.T.CT. -- — I I �L ONCORELECTRIC -.-.-. 18' UnLIrY ESMT. DELIVERY COMPANY, LCC EASEMENT !''RALE CAB. A, SL. 2499 M E (0 BE ABA. 2499 (8Y SEPARATE INSTRUMENT) /� �7OR 8Y PL T) I 10'R I i m I I 1 i Ef N 55'02'02" W 276.00' h { f0'R LS IS 3 I 3mH�c.� Ttl'R 13 iJ 9 ( cax moi'}- 13 (c+wo`rvv 1 73 c 9 � WO'R LS m 27 6 m LS SIJ E -r a I. EXISTING RESTAURANT .a m F.F. = 1647.00 }LEGEND -y Fes. FIRE HYDRANT O CHISELED 'X" SET OT.x. CHISELED "X" FOUND OF IRON ROD FOUND (SIZE AS NOTED) OS I. R' IRON ROD SET (SIZE AS NOTED) 6- OVERHEAD UTILITY POLE W/ GUY UNDERGROUND ELEC, OR TELE. ��T �Le. LIGHT POLE axLH SANITARY SEWER MANHOLE 0 C.o. SAN, SWR. CLEAN OUT O o.v. GAS VALVE 0-1 PATER VALVE (M Mn MANHOLE (TWE AS NOTED) ®Sw. Box TRAFnC SIGNAL BOX ®mAu2. ELEC. TRANSFORMER BOX QTam ELEC. TRANSMISSION STEEL TOWER 0- UNDERGROUND CABLE MARKER co. UVE OAK CRAPE MYRTLE LANDSCAPE AREA FIRE UNE ONCOR ELECTRIC / �� DELIVERY COMPANY, LLC"SEM (BY SEPARA OF NSWUMENT)% FRr EhOA V / 1 I11 I N 5$'02'QZ W - z sPA LS O T .39' LS ro P LSF71-76.94' o 3! N 64.57'5e" E QTY �� (' Y ! I� '�. \ M co 23 L7 i6 P6 19 w _ 16 I5 19 15 I9 — _ J 27.50' 257'- LS IX. CONC PVMT.� t6 �7ff � IX. BUQORLG AREA: O 24 1 of ' off W�AaEYER TS ApP£ RFSTBpTiVE. \ t LS 3 Ex. SPACES LS 161 12 E. LSPACES` � i LOG L 3\ CA&1LS,,Y: S \ • \ 13 [� \ POOR NO sT.- wNsr DON,, - -MAe- SHAu MASE -- n/At ALL REIX�Ea PERARTS AMT APPROVAts WAYS BEEN OBTAN[n Aq 27 � a \ 7�2Q4-"=� "'' AB. A. qL. 15BAs 1 18 s 5' U11LlTY EASEMENT VGt. 386 166, PAGE 6420' DRAINA(.1', EASEMENT_ -- 22 cy " 9 ( .. 17 J21 i �r PROP. PAVED AREA: e zs ayy' a -1 � Is / 3 Fx SPArrJS 6 S/ SPA ES ! ✓ V � � S r // w _. m, "GE 274 / EX. P N 5134'35' W - 280.50' ASHALT �CONC. CURB & GUTtER Ila 'y)I EX. ASPHALT PVMT, W/ -,/ CONIC. CURB & GUTTER LS N 55'04'35" W - 205.60' N -F UNITED STATES POSTAL SERVICE LOT 1R, BLOCK 1 UNITED STATES POSTAL SERVICE ADDITION CAB. A, SLIDE 4014 11116 IL 0 10' 20' 40' I � 1"=20' - BOUNDARY LINE DATA TABLE - I � s 34'S7'SB' w 5.50' L6 N 64.57'5e" E w / �� (' Y ! I� '�. \ M co VICINITY MAP Nis L7 i6 P6 19 w _ 16 I5 19 15 I9 PROPARED t15E: ,, CO. PVMT X. NC C" }8 � LS IX. CONC PVMT.� t6 �7ff � IX. BUQORLG AREA: pQ / 18/ I6 I6 \113 8 W�AaEYER TS ApP£ RFSTBpTiVE. \ t LS 3 Ex. SPACES LS 161 12 E. LSPACES` � i LOG L 3\ CA&1LS,,Y: S \ • \ 13 [� \ POOR NO sT.- wNsr DON,, - -MAe- SHAu MASE -- n/At ALL REIX�Ea PERARTS AMT APPROVAts WAYS BEEN OBTAN[n Aq 27 � a \ 7�2Q4-"=� "'' AB. A. qL. 15BAs 1 s { s 5' U11LlTY EASEMENT VGt. 386 166, PAGE 6420' DRAINA(.1', EASEMENT_ -- 22 _. m, "GE 274 / EX. P N 5134'35' W - 280.50' ASHALT �CONC. CURB & GUTtER Ila 'y)I EX. ASPHALT PVMT, W/ -,/ CONIC. CURB & GUTTER LS N 55'04'35" W - 205.60' N -F UNITED STATES POSTAL SERVICE LOT 1R, BLOCK 1 UNITED STATES POSTAL SERVICE ADDITION CAB. A, SLIDE 4014 11116 IL 0 10' 20' 40' I � 1"=20' - BOUNDARY LINE DATA TABLE - I � s 34'S7'SB' w 5.50' L6 N 64.57'5e" E 20.78' Z0AWMiz VICINITY MAP Nis L7 N 34'55'211 E 28.61' PROPARED t15E: Dwr LN & DRIze rNRU RESTAuwavr IX. BUQORLG AREA: pQ / NOTES L ALL. ON.vTI cO.rau- AHau 9E w ALGOROANCE ATnT ttaRS, LMaNzvsA sPEtirtArro. dlp/OR aTY sTAApARO SPEtp'ltATfORS, p W�AaEYER TS ApP£ RFSTBpTiVE. \ t P. All CW'— .1. AV aTY RHB. WAYS AINOR EASEMENT SHALL BE W AccoRBANLr xim TLS PTTs sralwABB saEcrxa trans. 1%/ POOR NO sT.- wNsr DON,, - -MAe- SHAu MASE -- n/At ALL REIX�Ea PERARTS AMT APPROVAts WAYS BEEN OBTAN[n Aq 1 CONSTRIONON OR FABRMATOR —1L 8E6it ONTI — LONMACTOR xAS RECELVED Alp Y ALLNMY REVEWEO ALL PLANS oS O7FE1 DOCW6.'NT5 AS APP,ROv£D BY All OF TBE PER -1 —AS A. / TIE LONTRALmR SMALL wvE rNE COY A ABMMOM OF 48 HOURS WW F7 SPACES BEFORE BE�MAHO EACH PHABF ae c-DeVCnON. CONnTAe- is Rf3MNS a FOR eve PR.-RON OK ALL EXfS1w0 MTAL ES SORN9 nE—TROCTION OF TMS PRO$CT. ' 8. E OOMTRACTOB FMS A a%cNAANCY WLTM The TOPOBRAPIAC af'ORMANON ON NE6E PLANS, LEIS. SMLL Cao 1 TTP' cavaraLprroN Checked By: OMB WMWRISueas PSOR AMEOLATEtr. 13,885 SF. (30.41X) T ALL AMIWBOHS SHOWN ARE TO FACE OF CORS, SAII OR AS ONAR Wfse PROP. PAVED AREA: We TEa EX. ASPHALT PVMT.� S REFER TO ARCMRt—L PLA. FOR EXACT BULawe aME.pNS. CHICK-FIL-A, INC. r // MAXIMUM OCCUPANCY 0. BOU. d PARALLEL A. PERPEIGL'tAAR TO TNS—rNzASI RROPER1 EAv€. SEATING AREA - 993 S.F./15 - 66 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 (404) 765-8000 THOMASON-SANDERS A ALL NAM ARE 2' MAESS OTFEPWISE NDNEa ..,.. CHMARK - BM2 64342 KITCHEN AREA - OFFICE AREA 816 S.F./200 - 4 70 S.F./100 = i ALL RERABEIVITS OF TEE ORAPEVPE SOA EROsYON CONTA. OR[gMNt£ S. sxaLL BE ArEr awwv me coxsraienaN PeRi�. y SORE - �20' DRAMACE EASEMENT ITiL. 8916, PACE 294 N -F UNITED STATES POSTAL SERVICE -- LOT IN, BLOCK I UNITED STATES POSTAL SERVICE ADDITION Conditional Use Permit CU19-38 is a request to omend the d 't f CU99 74 (O d 1999-185) f Case Name: Existing Restaurant Case Number: CU19 38 Location, 1245 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date: Sheet 2 of 16 Approval does not authorize any work in conflict with any codes or ordinances. DEPARTMENT OF DEVELOPMENT SERVICES 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Mark Date By L Mark Date By 'Mark Date By I —136 ET TITLE MENSIONL CONTROL SITE PLAN error Dlu 13For Construction Job No. :013-303 5t 04480 CAN. A. SLIDE 4014 SITE DATA Z0AWMiz CC (COMMUNTN CtOMME'Rtigt.) _- LAT AREA.' 1.0482 ACRES (45,660 SF.) PROPARED t15E: Dwr LN & DRIze rNRU RESTAuwavr IX. BUQORLG AREA: J 6J2 S.F. Date : 11 /7/19 FAR.: 0.094: P OCCUW(r LOAD, 124 PEOPLE 126.66' pARKMYJ R£OWRED: t SPACE FDR EVERY J OCCUPANTS (124/J) - 4.2 SPACES PARKING PR0NDE0: F7 SPACES BURIBNO HDGHT..' 25' (1 STORY) Checked By: OMB PROP, LANDSCAPE AREA' 13,885 SF. (30.41X) PROP. PAVED AREA: 2e?,3 IF. (81.84X) EX. ASPHALT PVMT.� CHICK-FIL-A, INC. r // MAXIMUM OCCUPANCY GLCUUTfaN9 SEATING AREA - 993 S.F./15 - 66 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 (404) 765-8000 THOMASON-SANDERS WAITING AREA - 374 S.F./7 - 53 CHMARK - BM2 64342 KITCHEN AREA - OFFICE AREA 816 S.F./200 - 4 70 S.F./100 = i RCONTACT: 171U3Prc Ion RoadS,,n,IRONPHONE: Da9aS,Te.1�.,75248. 124 OCCUPANTS y SORE - �20' DRAMACE EASEMENT ITiL. 8916, PACE 294 N -F UNITED STATES POSTAL SERVICE -- LOT IN, BLOCK I UNITED STATES POSTAL SERVICE ADDITION Conditional Use Permit CU19-38 is a request to omend the d 't f CU99 74 (O d 1999-185) f Case Name: Existing Restaurant Case Number: CU19 38 Location, 1245 William D. Tate Avenue Grapevine, Texas 76051 Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date: Sheet 2 of 16 Approval does not authorize any work in conflict with any codes or ordinances. DEPARTMENT OF DEVELOPMENT SERVICES 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Mark Date By L Mark Date By 'Mark Date By I —136 ET TITLE MENSIONL CONTROL SITE PLAN error Dlu 13For Construction Job No. :013-303 5t 04480 CAN. A. SLIDE 4014 previously approve sl a pan a r . or a planned commercial center to allow for a playground owning in ore conjunction with a restaurant, specifically to adjust the Date : 11 /7/19 property lines of an existing drive through restaurant. , RMP Drown By .— Checked By: OMB APPLICANT: ENGINE CHICK-FIL-A, INC. BURGER ENGINEERING, LLC Sheet 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 (404) 765-8000 THOMASON-SANDERS 17103 PRESTON ROAD, SUITE 180N------3 TEXAS REGISTERED ENGINEERING FIRM F-12997 DALLAS, TEXAS 75248 630-3360 CHMARK - BM2 64342 efNCHMARK - BAf5 £t£vAnaN 645.50 MawMENT cur x a+ rew of euRe (I3URG�" RCONTACT: 171U3Prc Ion RoadS,,n,IRONPHONE: Da9aS,Te.1�.,75248. �_� .1 x cna TOP Lx COS! 10: GETRA PHONE: (972) HOST (T PARAMIG L6LANa CCA nQV SIXITH s A" Naen+ 15 1^ j^ /� Ems+ N G I N E+ L+ R I N ij Omwc:9r.GSU:33rA1 ruc: v7z.rJo33tpl EMAIL: GETRA.SANDERSDCFACORP.COM CONTACT: BRYAN M. BURGER, P.E. EMAIL- 88URGER08URGERENGINEERING.COM W. PASSVI LOT b' FlRESTAVE OwAQ•FIC. ........F fin, ......... ...... .......... ... rare F -124Y7 F_ x,—' 77 LEGEND cT Ex. CONC. LOT 1� HLOCK 1 TATE STREET PLAZA NO. EXIST. CONTOUR of —87— PROP, CONTOUR CAB. — ';L. EXIST. SPOT ELEV. EXISTING. RETAIL BE..II , H� PROP. SRO ELEV. N F.F.ac 164&00 PROP. TOP OF CURB O C a, CUTTER ELEVATION ti 40' eta. o FRO . TOP OF PAVEMENT & TOP OF COLUMN ELEVATION PROP. TOP OF GROUND & V &S.Gro CDG TOP OF COLUMN ELEVATION "-20' RIO ACCESSIBLE SPACE• &MJ2 a VAN ACCESSIBLE PARKING SPACE 5200 Buffington Rd. Atlanta Georgia, "tss" A.D.A, ACCESSIBLE ROUTE 30349-2998 ;;:d 'z EX CONC. PVMT,g. EX, CONC, PWT. Revisions: A' C., Mark Date By a A a O OF AF. IX: I qP LF OF �Vlc. IF Mark Date By N` N, 41 Mark Date By A3 ;? Is 7_7 Z w I H. 77 A Fill SERIES P13 LS LARGE A, 646.75646.25 v an n am taw aro winssx� Uj g, ta A mM.lO IO y 11W.0:11 !crnxm F, CONTRACTO, To GRADES IN THIS AREA DO ENNOSTDM"� EED 2X IN ANY DIREC V, 42 Al. 0' 7- 2. .1 [O's OFF, or- 0 uE.D&RAT PROVID KN UT .0 F Man, a,_ OF -1 OF DUMPSTER FDONRNAGE A. - A-1 LOT 3, BLOCK 1 "L umi4l* STORE TATE STREET PLAZA NO. 2SERIES CAB. SL. Si"��.T.C.T. 69M%1.7_- is I P13 IS LARGE is tam � v F.F. = 2647.00 Caw Name; Existing Restaurant Case Number: CU19-38 Location: 1245WIIIWmD.Tate Avenue Grapevine, Texas 76051 Mayor Secretary D1": PLANNING AND ZONING COMMISSION Chapman Date:_ Shoat 3 of 10 approval does not authonze any work in conflict withany codes or ordinance, DEPARTMENT OF DEVELOPMENT SERVICES SHEET TITUE GRADING & SSSS xNre 5l PIAN 11 ASPHALT PVM`1, ®For Permit CiFor Bid CIFor Construction 4:1 Store : MW Date : 7/9/19 7 Drawn By ! ROE I Checked By: -ffB— . . .... Sheet N -F C-4 1-nIBURGER D Dslinr,'1'cxuc )5248 ENGINEERING UNITED STATES POSTAL SERVICE A, LOT 1R, BLOCK 1 UNITED STATES POSTAL TADEATION 11- CORI, InACT, SERVICE CAB, A, SLIDE 4014 GRADING NO l CONSTRUCTION SEQUENCE I ALL CONSTRULDW SHALL BE W AoCRARANM` W- PLANS A. A ALL PROPOSED CONFOLIFS ANIF APPROxwxaS SPOT L OsFARN __ ICRNM .IF a1- A. CIECE-FieNS AND AENNAM Wb4AeAF ARE TO BE USED w TRE EVENT OF ANY aSCREPANCCS. NCA.- . MAT AOFwCC$ AT CAN . AyCrALL ALL EROSION M— NI AF AIAW 1 PRIOR Mxxs�txai � CONTRACTOR sNALL WM— ALL PCEO,RaxaAADAF SRAVEOECROCUwCA NO " U a. REFER TO SME PLAN FOR—IP-TA' a, ss,TAILED PRIOR To OFF ME .. a . _ A M. 00 PA0a"MN SHALL SEa UNM FIRE CONTRACTOR HAS RECEIVED AND MowNAwy REVIEWED ALL PLANS AND c— Z SITE MCPARA new AND ORAW4 FOONDA TION EXCAVATION — A. -I A� xySIALL ANY Ca A. M—E —1 Mfteao= -TX eY ALL OF T —c— SHALL RE ACCORDANCE M COULD NOT M TO Stac MCAI- fiANaWshONA — MNYI ANO —1 —11 -- TO 1CHMiul -$—May REPORT. fi ORAOC M. -AM DEPARTMENT OF AAsmNAYS AND ""'T"TA"' BARRICADwe AND COWP STANDARDS' M' wec"A"URONs INC CONTRACTOR a �Rya FOR FIVE PROTECTION OF All -M XES RMANG TRE MWS�VPN OF rNks PRO,ECT 6. -LL ALL UaOCAWMA0 VaLn"C' `RsTALL CNOsaw CONTROL ARMIND .— RASOIS A. —Ta 4. THE CONTRACTOR s—L —1 ENC StATASHFITI OF ALL EXISEN THE CONTRACTOR SRAUL VERIFY ALI ExIaTWO yaRTE A. MTALL PAVEMENT.PAVEMENT.A BENCHMARK OW 2 BENCHMARK YARON 5 sAe. . PROPOSED ls os -r— —U 6AA— A. OwEA. ELEVATIONS PRIOR to COMSTRUCT10N B I`CeT AND NAWMW All CROP CONTROL MEASURES MaL ALL _N --- _w__'OAnv7 --au, —.'W _RN?1 —T OF MWEIRMEON TRE .— —I' as Ne, —TM I OF -1 MMEPA— — A�FAENI F. MANUFACTURED 10. GRATE -rTC TO BE —an SWial OAATC PILET C, O'ShON.. " "M AREAS IAV I 2 oDOE, AN W_ NDSCAPE PLAM/ AND A MOWABLE A! Ms. 11 MI F IN -R. IWA IXON X , Case, o al of � FMVSN To MO- SPOT ONANAW Is AccERTABLI, I NECESSARY, -V PRxOR APPROVAL OF THE aways— PAxwO By a pl—n, — O.&F.-F-A'" Wn"' __ REA'R`0 GRATIS OR APPROVED COLAI, fYAESTCWE FN__ _. OF OST CiflCF PROPERTY MaILLED SHALL 'FLUSH Wt- AT ANY CFAVE' FOXX CY6BNs EA XW% x CCN—FFRN 10 CyCr ONADES OF A—C—C A-1 W NOT 11- 1. . THE RAN __ — " cRass -OPE Caw Name; Existing Restaurant Case Number: CU19-38 Location: 1245WIIIWmD.Tate Avenue Grapevine, Texas 76051 Mayor Secretary D1": PLANNING AND ZONING COMMISSION Chapman Date:_ Shoat 3 of 10 approval does not authonze any work in conflict withany codes or ordinance, DEPARTMENT OF DEVELOPMENT SERVICES SHEET TITUE GRADING & DRAINAGE PIAN ®For Permit CiFor Bid CIFor Construction Job No. :013-303 Store : MW Date : 7/9/19 7 Drawn By ! ROE CAL4 Checked By: -ffB— Sheet C-4 1-nIBURGER D Dslinr,'1'cxuc )5248 ENGINEERING LEGEND W RTER LAZE GENERAL NOTES FlRE .,I-1. ALL eORK - 9ATER415.._ OTHENNSSE NCTEa. SOW. CaNN Ta Cltt s[i CrtlSEliD "%" Sri STANDARDp,PEdFlGTpNs. k OF X CHISELED "X" FOUND 2. ALL WATER MAIN PIPE OUTENAI5 SNAL MEET CITY OF ANNA REIXIWEMEMS. IRON ROD FOUND (SIZE AS NOTED) ¢ OSI.R. IRON ROD SET (SIZE AS NOTED} S C6PTI15 W' WATER LINES t0 YEEr = DESIGN CRITERM PP OVERHEAD UTILITY POLE W/ GUY4. FIRE NlDRMTS rtl REAPPROAII CRY A "C"a. UNDERGROUND EI ECTRIC OR TELEPHONE CITY IT. @W �{ (_ rl' GHT POLE 4 6. VuvtS t0 LI ^"� Q. ®®S4 11H $,WITABY SEWER MANHOLE 6. ME CONTRACTOR 5111UA- Fl1RN5M A "AMPS 1NMOE BAND To THE dtt TO RUN ry @y\ C I _ t \\ \ \ _ O SAN SWR. CLEAN OUT TWE (2) YFM4g TROY ME R GF KCEPTANCT OF Tt� ST . THE CRY. II V Ra v �\ 1 � � @ O Gv. GAS VALVE ME NWCE B9N0 WRL NEED TO BE ON ME CI1T5 SiANOWO 1ERM. LAT i BLACK 1 'Y' \ i rarE smEET pUZA NO, z -1 91,E \ .y o w.v WATER LIONS 0 15' 30' 60' 7. Tt� ca+mnc.-tat swu a ncsswNSlazE r� PRonnNa •REcam oRr,WWu' /JJ''' TREE RAVS lb THE 6tK'RBER SMOAINC THE lAG1tlMi OF WATER SERVXiS AHD an 5 ,W. �\ _ \ 1 ! VALVES. ter xuy I 3 \ I.. rA • ea6AAWPo. 3 \�.A `7 \ aun MANHOLE (TYPE AS NOTED) NT 8. E HTORAMIS POLL SE PAINTED AS PER 0111- STMOAROS MD ; L I 1 i '- I m. % `\ BOx TRAFFIC SIGNAL BOSDUARDS X AHD LOCATED M A Poi0TEC1E0 AREA WfIH r CURB OR ELECTRIC TRANSFORMER BOX 9 - u y :•.:'". Y \ 6 0 - ELECTRIC TRANSMISSION STEEL TOWER B. ORPS ON NOZZtks ON FIRE ND SHA L SwE1 BE it ABOVE Tiff PER, OF ME UNDERGROUND CABLE MARKER CURB ON LAMMED GRABS. AND 9411 FACE E CE711FR OF (4 NTE LANE 5200 Buffington Rd. k \ � �� m I �� B 1, A� RSAO � SIGN OR 'TR'Er, FLUE iYFOlrAVIF+ Sr4LL USlW1Y BE LOG/m FOUR (4) Ft'Er, BUt 9 GURS a I LIVE OaxtEss Mw Two (z) TEST Mar roM rraN sx (6) FES, Bwu+O nE Atlanta Georgia, N Cu CRA E MYRTLE 1 SRTAm M _NCSTMCMlT SiEO PER CM STTNE� :WO � 1, �,"4 L B. ,u.1 weTrx Ewts slwL 30349-2998 `v I n I ,�` = ",..'� rn� -t, �• - - - - - - - - / \�s \ @ IMPORTANT: II. ER sr4u SE sTEaltam PER cm srAHawos Nm eAsion5: - -- .J- yam' -- � -' - - - - -- - � �� `7 CONTRAGr0R SHALL BE RESPONSIBLE FOR PREPARING y / E .. gsAttt'.o'LAWAE r ' T„ ± A CO IRP'NATTON PLAN OF CONSTRUCTION WTTN 12. ALL METER 6410$ SIMV. % LOGTEal IN TbN-ti4FFlC AREAS AND PR0IECIFD Mark Date By d. EATSM6 TENANTS SO NOT TO AMTORD ACCESSrBUITY BY B' dMies OR ed1ARE5. TO EXISTING SLOUNESSES TO REMAM. o-_ ts. THE BEER TEEtiERMM MED FROM RNVOOPW Dfi D NEFREAL LOCATORS wW� me �Co 1R+CTOR SNAUL 4� Q\,F\ MzBer TrA SME=-. ��S�BEIWEEN EIOSRN651K-H G 11,E T4. Uf6M iRENd1E5 SNLL BE BACNFlLLED WITH WlFR4, PER CITY T f i "m` \ / s°"i \ UTILITY CONTACTS _.. 16 ALL WxM SERE+ds oursmE OF EAsaMENTs - BE M WU1D BY A Ma Date By UTILITYUTILITY COMPANY I CONTACT I PHONE - 1B IjApp4 fEES jt>R ITER k S.S.r M'cc rcca m wU. mT "Y CHASE NELSON (811) 629-6048 17 NO WAxaa JErMa ALLOAk�. �I� )'.(w i /-V A"11,. WATER & CITY OF GRPPEVME ^ eF • i ... LI C .F 7J r-: WasEWATER PUBUC XORKS DEPARTMENT JOHN NOB -an an') 41a U. WASTE WATER GENERAL NOTES gk L.Ar N u x TEOEPNONE CHMTdN/SPECTRUM TIM Ba- (960) 964- S I. ALL WORK, UNUESS OTIRRXIBE NmEp. SNAUL CEbPORM TD dtt STANMRD Mark Date By A r FR ,R .. ��\., A Gas t81P 685-t2s7 x Tsl3 C,, P f A1MOS ENERGY GREG ZYLXA ) SPECBiCMidtl Q I.s ''+{/��<.INNS BEEN pt3dNtRD FROM MTA RECERDED BY OTHERS. WNiRAC10R.- i " E- A & m �A _ _ A . -: � R I _I '. m• fo. - _ t AIffi dPY REPRESEMAIP.E REGWdNG ANY DeMAX 6 MzM mrHxr r uc up• TD •Y `" A �\ SW�IL VERRY TFMT HE6S'S.�RY CROSSWC QEMMCES BETWETSI EnSiWG iN0 TNESE RMS - Au - x - �v 4 aCNt9rcrm P�wN- caaadw,>E calx ME owr�e, BxmNEER �camsNo .. O ( � n c _.,. ... rr _ c\ \\ \ 4. CON INTO t 31411 MAMrNN ONE SET OF RECORD oRAXW.S�Ep Ire. v `�' '\ aF 5 4. aW 4N - `._ tr` -. ^^' :•°� 7 _. :':` % / 1_ .. siE W+IIGN Wlu. svanmD To ME ENCREEM UPON Trus = q&6F r t // ' rP,/ e9" ,FORE 6 I.. I F - - -/ / / �\\ R1m 6IN, , aE�xrn urtRus wATmMNI �dEMwls. / \ A THE .01w THE To rat"for, ALLa E X11" �, i ... re' NM,n .'�r. L! - \ \ - cT 4GT 1 ary ra sn I l aGea 8 sXp1RY SEWER P6'E LAST BE KEPT CLEM OF BROKEN CWI.":m DWt OR f tJ fJUHf} Ilrf oiMER EEE6YL5 RESLLTR o FROM WNSTRUCf10N CPQtAi10.45. 8 ,P { AL1 SAFBTANY SERRERR uNN9 ARE I NAVE T -2t' cPR CENTERED ON DRfR E I - - - -1- _ - _M' -, _ _ _ _ 4' ` PDE DF N SN MAW6 WHETS CR PIECES "Co" [eT.XP.MA'WMRNO '6y @ \ iF _ ___ _ _ _ _ _ _ _ _ _ \ A'4 4d. L CONiRACrSG SMSE VI A 9' WIFE RE2 EF RED 111J. O 3e OF A THE MN END OF SEVER P3N'IGE AND S4LL HAVE A MWIMU, OF Sr Ci FI/AOING Exrosm A'Tm WACKF'sL AFTER wxa INo PAvrwc s WtIiRADTdF , NF?bIW SNL" NMN TIE co"'M aF tiff SEYIFR sGMV E ON TaE n',�'nR, 1 �� `\ �E CAH- CURB IN ACCOIfilNNA Won DE sraxnwo att s-FCLRONS. � � ai �.f i •••��.�,.• x� - � � �'• F B' YEARS 0 NE 6�1h oPFl N�Ai. �uCE w-S�'STE�AI Bv�HEcmN 2' � z 10, au swnurr seWx urmus srMu BE azen Mo warm rs srwAW, [Z RW�7 f 11. 10 Wd-UDE!W. NES. BQVOS. TAP TSIs t CAMEWA fRY W ✓� w4 z \` T O }I x$ u M a \ �L _ _ i _ _ _ u(•� 12. NO XAiER JErriNO ALLOWED, Y� t a »7� LAT 3 BLACK t o <.fE' '6 \� I, ILL SNIITARI' SEWER MARS SWdESiRC . BE SAV.. TATE STREET PLAZA LA0. 2 ' ✓ sq.. Q'j T1s. - .w, �@ \ \ \ h DRAINAGE NERAL NOTES INTO, E' fly a nom: Awr d n ,,Y e LB� ° - /,� �E V\� t. W r� OTNERN6E NOTED. SLA. CONFORM TO COY 6TMdRU Q LI- e �55 J lKck& 1 s V • IA �d / J \ \ I ''^ \_ 2 TRE NAEB11 m+ - - LOCATIONS aExaft"IxBY OOiN� fls,�ONTANCIOR SMOURMNLL y} UNrtE➢ STATES POStrJ. SER•ACE VERFY MaT NE'�AfN CRO6SNG CLDM FG 6EIYR2N Ex6TWG AND -i ., .,g / d'• ,/ > PROPOSED UTAEES PPoOR i0 CONSIRUCTgN EF ANY 6UCH CRESSNa. C7 w�-^'1 \ \ \ 9. CONTRACTOR SHALL COOIi011141E WITH RE OWNER ilIGWEER, CAt fM E- g OT iR BLOC t x E- N STATES FOSTAL ws' � RFPRELENIAtAE II1E dt1' REPRESEMArN£ NEGA"Na. ANY DOVAT1ON6 FRO, t 6ENACE ANXPON X l j z; CPB A SuaE Ills MESE RER S E'F V \ �` Q' ;. CONOMCECR SNAIL MAMA&! ONE SET OF RECORD ORAWMGS BML ON I_ @\ -D .. wdL aE suamnm m rr+ou+ux ULAN rMr THIS E S 1 \� a. B COLI. BE ME SR7N5®LRY OF ME f/JI'ITR.AfTtOR i0 PROTECT ALL a ! 0 " unurns w nE coramrma of tres PRw6cr; .ux MNFMOLE9, duwolSANOURs. SERVM M. I ,: \ d'Y b`\ \� ,�-•� B tHE C TORMs Ui TPeRMANENT o PROPER UNE MD GRADE PROP To STORE i - - , i \\\\\ W ] µ fRON d `HE FOIL" ,Aim PAIS AAIB SMU BE SERIES E si� I - 4 -- - I r Y t r' \F'CLASS /�UNLESSOTEMM MOrED 'T -w P13 LS LARGE +»4e LA. �: _-.� o•. Ar .�._ C -T :,. - 1' - - _ / / i a. 28 PVC aoq'-ts r COPE UNLESS OTREBIME Nmm. a. ANT RPE wCAtEO wITHN THE RM.M-OF-WAY OR W M EASOAEM WN1 BE IiCP local PIPES ARE -An EXCEPT 1110.5E SlpWli W CRY h SPATE R.O.W. RPE W6rALLABON SIMV, CONFORM 10 THE AMERICAN CONCRETE PPE fAULAG UNREO STATES POSTAL SERVIICE r '- Case Name Existing Restaurant \ Ti BfNO9 MID- "'N" N" - "REF -TED COLLAR CWF£CFIpHs SHEET 1171E Y Case Numher CU19 3R s4uL W No"'.""� ME d'v srA>s. PLUMBING 8AIy5 LAT IN, CSPK 1 \ uNnm STATES Posru. Location: 1245 W'IHam D. Tate Avenue cna e'x"Els `\ \ CITY GENERAL NOTES Grap¢vm¢, 7¢x057(1051 SITE PLAN LAYOUT NOTES t. rwE cEHrRAc1dE SCOL eE T�SPOHSeLE FY#t o9rNHMG A rW0 (x)'rEAIz: zfiR YrENfiNAN� BONo ON ALL RATER, SMRARY 7-11 EWER 6raRY ORARdAOE, O INSTALL NEW rx7 SERVICE CONN, W/ 2- VALVE TO EX r WATER 17 4' RESTROOM WASTE UNE E] ST, G+00 LN. 1.0 37 END tr PVC L BEAN r PVC r PJC TO CANOPY DRAIN B 1% MIN, PAVp�NT ANO EXCAVAIIDN/FlLL WR1RN Rldii CE COAT OR EASEMENTS. CONNECT TO EX. 33' NCP��W FL it & r PVC - a... ___ _ 2❑ INSTALL NEW rxt' SERVICE CONN. W/ 1' VALVE TO IX. r WATER 10 DUTAPSTER POST HYDRANT REFER TO P-31 33'x2 PIPE .TO &R28KW 0^^c`'"� ® B, PyC O 3R 5T B` WC 20 ROOF GRAIN O 9& GRN. MayOf Secreta 2 THE CRY OF ORA 1NES INSPECt� M'ER'OME PIXKT .W.OWO t,E o WORK 1. ®Far Permit FL rY To 4xxtK Fi6,NA 7 AM. TO ] P.M.. M101$tY MRalxRi SANRWY. W WORK IS pFar Bid 3❑ INSTALL NEW rxr TAPPING 6LEEl'� h VALVE TO Ek r WATER 19 STA. 0400 UN. A (20.00') S2 LlitliY CROSSING N1llffm ON SUMW.15. SANRWY WORK NEOUIREL A rola (4) HWR MINIMUM ❑ ® W.9' WYE CORRECTION FL 1T! PVO - 637.95 - CrVRGES N43 PER NWR SNAIL BE PAID BY TIE 13For Construction © INSTALL 1 1/7 WATER METER (DOM.) W/ METER BOM CONNECT NEW r 5.5. MAN TO IX. B.S. MNAbtE FL 2f RCP .828.38 FL r PJC ®639.45 FL r SS. -636.48 COFRRMCMR TO THE CRY TOR WORK OUTSOE ME NORMLL WCRK MEflt O.E e NM . BY.SD Date: AAT. TO a PY. WNOAY'NAU FT6a"O' ❑5 INSTALL 1' WATER METER (IRR.) W/ METER BOX FL e r S.S. OUT -832.86 (VERITY) ® 2C RCP W. 1.0 ® rx46 BEND S3 ran CRoSSNG • 013-303 F" r S.S. IN -833.25 P. r PVC - fi39.]6 ❑ r PVCs S. ell WATER DAMS WITHIN EASEMENIS ARE INSPECTED BY PUBLIC WORKS. PRIMATE Job NO. 8 INSTALL r DETECTOR CHECK W VAULT h F.D.C. Z9 ST0. 1+23.02 LN. 1.0 67'� ❑ PER d1Y OF GRAPEVINE STAN= ® r S.S. ON 200' RAMOS ❑ 24°x8Q BEND 49 r PVC 6 3R FL r LS. ®835.0.3 UNES (dITSIDE OF EA lzxzlS. �Yd10 4ElER5. RIOT AAT WOHM a' OF THE 04480 ❑ r FIRE UNE 25 r S.S. (S R_35 LAG) ❑ ❑ PLANNING AND ZONING COMMISSION ) MDEpMm wr EGTm BY PIIP.IC wanks 1115E E C SHALL BE Store 7 9 19 30 $T0. 1+38.45 LN. 1.0 42 Bar COTE CONNECTION ® E IRPoG MB SEEYE W/GB DE91CN W VCWRO.WCE YMH ME REWIREMENTS OF ME Cltt OF GRMMNE INSTALL 2-4 GRATE COMEN TION INLEFS FL r PVC - 840.)5 ELBOWS SN88ED ABOVE GRADE Dote ❑8 rx45 BEND W/ THRUST BLOCKING 22 ST0. 2+00 M LN A ON GRADE tr CONNECTED 43 rxr WYE CONNECTION 5S CONST. 4' DIA. MANHOLE W/ r IAT. N.W. IOP ®837.75 • DL ❑ ❑ REMOVE IX. r PLUG & BENMkARw - RM 2 B� ENCHMARK - BK 5 Drawn B RMP 9❑ rx9B BEND W/ THRUST B"OCKING RIM - 602.86 FL 2e NCP = 633.40 FL r PVC - 842.50 CONNECT TO IX. r WTR. Chairman tlN RGv a E1Lva nav Y R r S.S. (OUT) - 836.25 FL IGF WC 633.50 44 r PJC O 1.328 S6 B., BEND W/ THRUST BLOCKING 9A BMB 10 3/4' CW TO WYPSFER POST HYpANiT FL r k r 9.5. (M} 638.35 ❑ ❑ MtwuMDvr Cur x ror rcw cv awe wMnMNr rr CURB Checked By: 11 INSTALL 7 COPPER DOME5RC WATER SERNCE PLUMBING 31 it PVC O 1.92% ® rxr WYE CONNECTION 07 FIRE HYDRANT PER CITY OF Date: ___ CONTRACTOR TO OGORDRMTE WON BUILDING CONTRACTOR. 23 STA 2+4223 LN. A PAgSR CONST. 4' DM. MANHOLE W/ 4" LAT. S.W. Q 10x30' BEND Ft Ir PVG 642.80 t� GRAPEVINE STANDARDS fWWESftwf AOLTantiPR ry Sheet 12 a SOF 26 PVC WhSTEWATER SERVICE LINE O 7R RIM - 644.50 ® rxr w F CaNNECRON tJ AWU$T IX. CLeWOUT/V7d.VE ShBBt4af1O --- FL r S9. (0L113 ®636.90 Q 10'x45 LEND FL r PJC = 642.88 TO FROM. GAADE 53 CLEMCUi Ft 4' SS.. 8633].00 14 PRECAST 1000 GAL. CAPACITY GREASE TRAP. PLUMBING ❑ 0 10"x10' WYE CONNECTION 4] 0x49 KENO Approvd! does not authorize any work in Conflict I B U R G' E R ITloi pmstrul Riad, Suitc IfA1N 2a 4' S.S. O 2R ,M. FL tr PVC -835,75 TOP RIM OR NO COORDINATE WITH BUILDING CONTRACTOR. ® rxr WYE CONNECTION Wlth any <Od¢s Of Ordinant¢S. ENGINEERING � N G T N r T iii ('� _.A 3Tcxxs 75246 TOP RIM OF MMNOtE TO BE 0.2' ABODE FlM5H CRAM ® RETM CIO PLUG KNEE TO E%. 4' SS. ® To' S PVC O i.BOR 48 FE r PJC - 64J.S0 Li 1. `1 V 11Y li R 11V V OHicc: 4?2.6I BPIF(A 1299`7 2.r i0338o 1s 4' KRCHEN WASTE UNE 2i CONTRACTOR PO RECONNECT EX. IRRIGATION SYSTEMA TO NEW METER. 3a INSTALL 2'x2' GRATE INLET DEPARTMENT Of DEVELOPMENT SERVICES '1'BPF F' 1299'1 TOP or 644.]0 TB 3' VENT ONE FL it PVC .641.20 . Ilk ki I ii BOUNDARY LINE DATA TABLE LS S 34'57'511 W 5.50' L6 N 64'57'58" E 20.78' L7 N 34'55'25` E 28.61' BENCHMARK - BM 2 51TE DATA ZONING: CC (COMMUNITY CoMMERCl4L) LOT AREA- 1.0462 ACRES (45,660 S.F.) PRJPOSED USE ONE IN & DRIVE MW RESTAURANT a, EX SuRa ARFA: J,6.32 S.F. FAR.: 0.074.. 1 CCCUAANT LOW 125 PEOPLE PARKING REOITIREO: I SPACE FOR EVFRY 3 OCCUPANTS � 1 PER J OUTSIDE SEATS Existing Red Oak (125/J) 42 SPACES PARKING PROVIDED: 47 SPACES SALVINO NEICW 25" (T STORY) PROP. LANDSCAPE AREA: 1J.865 S.F. - PROP PAVED AREA: 28, 14J S.F. (61.64X) BOUNDARY LINE DATA TABLE LS S 34'57'511 W 5.50' L6 N 64'57'58" E 20.78' L7 N 34'55'25` E 28.61' BENCHMARK - BM 2 BENCHMARK - BAP 5 ECEYAPON 1 60.442 E1E -I 64550 MxhVARNi Wr X a4 TW G' 0,, M(Y4W/ENT WT X Cor 77W Of PAW P LIXARON NOSE OF PARMNG f5tAN0 a lOCA1TtM` SWM SbOE !K' NORM n PA Lor a- F1AEY10)2 ENTRANcr -NE P0.6I Oaaa PWCPERrr r DBH ,- �08H �BN EW 7 VICINPTY MAP NTS e Nan e C.Xstlng Restaurant se Number: CU19-38 vacation: 1245 William D. Tate Avenue Grapevine, Texas 76052 Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date: Sheet 7 of 10 Approval does not authorize any work in conflict with any codes or ordinances. DLPART NWNT of OEVEI. OPML NT Si: RVIC rS I 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By Zi 1/2/20 BCC City Comments Mark Date By Mark Date By %",7 rlalo") OF ""�=_ MAINTENANCENOTES LANDSCAPE NOTES �p f. The Owner, lerrantarrdnalregertt many aheOtrajoMttyandmvereny i. Gallocla tY,an vgrtfy anarls(inB antlProP�edsaa elerelerds armrwtl(y , _ -i_`_- ..,__-sponslhk 9orthe maintartarxedanfarmscapo. Aahked ul qny de-Parxres. Survey dated o(exlstirg contlttions was EXISTING PLANT UST EXISTING TREES -' Oh'. TypE COMMON NAME BOTANICALNAME SIZE ... .. 1EGB Existing Gated Gingko Nkbd varies 3 ENO Existing Red Oak Quaaus In-, fu' varies 2 EVTX Existing Vilax Tree IN., agnusraffius varkd EXISTING SHRUBS � "w�j 5a,w'raked OTY, TYPE COMMONNAME BOTANICAL NAME SIZE 63 EUBH Existingbroad Mind Holy Use camuta'Radurudl Nana' varies 5 EDG Existing ""0". MUNenbe w'igen sad. 12 EORC ExiAi g Dwarf Red Canna Carma'fi-oird varies 46 EDYH Bidding owed Yamem Hol Ikx sonsivrld Nand' vanes "'EGL Existilg Green Lkwne Lamme ousscad varlas 18 EHDN Exis6,g Harbor Doan Nandns Nandive domas(e'He6or Dan P odes 3 BOB Exegrg Mn'uanthVV MVexambus smenhe'vadegeds, SOD NOTES 40 EWLL Exmbng winded Uguatrum L,919,-/e-- terva 9 EWM Exisdeg Wax Myrtle Myrke teak- vales EXISTING GROUNDCOVER °,,,,.%abd,Maesaedg-aampwnunga-asarmlQW�de GENERAL LAWN NOTES QTY, TYPE .COMMON NAME BOTANICAL NAME SIZE 207 EAJ Emoting Asian uniolne Irrachelospeeand, eaM(iaan voles PROPOSED PLANT LIST TREES - uniform oundug W top all bottom of so. and OW books kr gods. 2. Amjusl contours 0 VVVd- positive doinage away tram alWings. Pmvhie QTy. TYPE COMMON NAME BOTANICAL NAME ._ SIZE REMARKS /� /.\ 4 CE / ' Cedar Elms iffe.-.61 a 3'cdl. onsdner g-, 13' M.. 4' spread min. SHRUBS Corea "dVinumseddL gwhaowatermaystand. STORE Mmmwn d(f)lreepmpedimhorM,(f) B'vta'isiaM Par l2 pmkinp spas QTY. TYPE COMMONNAME BOTANICAL. NAME SIZE REMARKS /� /�� 58 DBH / ' Dvsrl Buta6H N tmx mmma'Boadd 5gat. Undwner a-,, full plan{ spedmen GROUNDCOVERS 541 Js.f. f,±5].9sf. raaogoot QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS agar M 4. Cb/dresm, to moxd.Vta wits ar sae Consln,ctmn Man lora Ccmmon Bermudagress Cyrwdon daayWn m0 sad mild sal, aster ro-eS NOTE: Mani bit k an aid to bidders only. Contracts, snail verity all creanithe an pan. Atheight are gmadaand rntnmNl es, AA plot demand shall meet az exceed remarks as mote ed. Ad bees to have stsubt hnks all bid matchug wr1Nn varieties. vogafasort, 3fMk6, Wld9'nlig rro gek end black to bmwnid ix/or. 1 are touchkg. Tap dossjeion bYhard with nheson fo g6 vaid6. CASE NUMBER: CU19-38 -' x. A!llands'ape shall Da maintained rhenea(antl nrUedymen„aret an limes. This shaimatude modarledging, pouting himfixkgl saluting, xreeding end 2 CMoord,lid#hostile all exiSlbg imadVanxim Outdo and notify Architect "� "z, other such adMties cw,na» to landscape maiManave,, ofeny scutuos. Comoduchan Asudso rout ,when warkryin the E-+ C7 LAWNREPAIRNOTES 3 landdrahadreasria4b¢kapt need(msh, fdkr w6atl58MomersUdl u�war onnmbrgmuMUNiliea. �-+ " -- 1. AV hand areas damaged during CansWc(ronfo be repevee'wdh SMd and free ddebn me[adM aPlardS trot part NfMs plan Ve ] COM-cM is respatulMe taaNeirvng al!required7arxtse4neaM,mgatbn � Au � "w�j 5a,w'raked 4, AV plant malenalshalt to msinlartatlina heetthyand gmwMg mxntpn e5 ig 2. Adjust damaged areas to aUrovc Posdied drainage away, ft, 00donsided-i the seasnn mads year. 4. Coated, 10 pie ma=in=2%step. away nolo eU sfruduass. E•, Oa Provide uMf mending trope dbo6Nmo/slopesandallar6reekak grade. ConeUkreguwrr7iaa d wherevowrmaYstall, S Ad pwnt material which tires shdabe 2pwced mm p4ttlrretanwl McWMa Para y dgug. Noamd 5, AnptanAVb &Mdkwnareastobew ledb Steele Q FLT ��yxy ' Culmen vahre. robe inslat(ededj9=ant to sidewalks or curbs E.r Vr _ 3. Adaeas to be repaired roust be pladedby hand to cover aoa compkny,, team edges olsodaredtkg. rouTop dresgpmfs byhaM w7h compost to 6. Contractor sha�provkk saFarate Croryopos&Mr Mre yeeta m&nlenanceW 6. AU landscape areas to Ad 100% ungraded -go an undereased au(amatic W [y ryaI.& beat, ager foal eccaptand,, Warum 5,,m and Nan -kids min and Auto Senors. � � E- Q 4. RIA repaired areas to ac h- asmooth, even surface, Area torn-am.,SOLID SOD NOTES 7, Allis. areas Is Ve Solid Sed Bermudsgos5, undass offewase noted on me rrr.�77C++ ,.a CO undwatrons. f. Firregrede areas to achieve rural confoum irxkcaled. Leavesouslid siva Newings. Is PQ F V LANDSCAPE TABULATIONS DEMOLITION NOTES °,,,,.%abd,Maesaedg-aampwnunga-asarmlQW�de GENERAL LAWN NOTES Ed„ INT PEN Eck VEHICULAR OSPACE REQUIREMENTS: I. 'me some areas to 8 he. fsrdt sudecus Indicated on old Plans. � (5.413OA7-s) 1. Provide demdilton, salvage Vxi Protedrn maximal sfrudures, ourtares 2. Adjum cm,Iowa road'eaa posdive doinage aweylrom buildugs. P... Rqulre:nenis: Mhknumto%otgmse par •rip men to bin and frees as shmvn an the deseas uniform oundug W top all bottom of so. and OW books kr gods. 2. Amjusl contours 0 VVVd- positive doinage away tram alWings. Pmvhie wrtlserspemea. (t}Its,]°cd. fArod ineguladlies andarees where aster may mend. Antietam dingalrop and beRom dsk,Paa otic odrer Deeks u<grade, m400e,ts6rewnmd iolavape mea. Z Before suNnitting proposal,Nod.rut examine sdamdete,m.�e adua" Corea "dVinumseddL gwhaowatermaystand. STORE Mmmwn d(f)lreepmpedimhorM,(f) B'vta'isiaM Par l2 pmkinp spas nature std Saopaddamadgn and sa(s'esd work. Courts kused crompeesaucauda auu daddax isdirymatC'dSur," "" 3 A4lawn areas to reteva.tt'wl'sod Na,4be kRm amexbnum ol7'behw5,a' host grade. Coned mcooM aleoper bwwdhorrske Corm tion 3. SERIES Requom Rnaded mquiraf mrmif(utfie5 enawMemd in demofdion dr,tlsa4age win trot De Manager Rle)Jand, gradO Crxrtod- to mordmem ccommlru wih --Vu 97-136 541 Js.f. f,±5].9sf. raaogoot GdndmaronMal (6)said, podded (3)aaas agar M 4. Cb/dresm, to moxd.Vta wits ar sae Consln,ctmn Man lora Toe, I3)trees, 3°rd. f3i axglMg veer. ]"cal. nen. 3. Pont to deem, dscameo, and cap aft Makes and sorvdz lures r�oguiod for new ondam eel. sa� it -with bat )eguvamen gbserrntg oxisN, 1 t BPPsba 4. Imported Ismael shill be mead, fdabk soil from the region, krwwn as Ree torn lir bottom all .oil, ops, say, toxic substances, roots, metros, INTERIOR PARKING SCREEN REQUIREMENTS: matiodoem ordr'rsar .all ogutatems. 5, Pian(sodbyhe,ro'toonvarwiica(edie-coundau ly lasuv6 ediasofsVd vogafasort, 3fMk6, Wld9'nlig rro gek end black to bmwnid ix/or. Rod-: 36' ht Strom m rw of disuilerbn, are touchkg. Tap dossjeion bYhard with nheson fo g6 vaid6. ar 37' aavesse plentlag a" pmkwg 4, Erad.-.y ounces., storing and Profadlas measures as repwm. 5 Antawn ureas to be fine gemad, WgIatiou Winches completely AAVAU sic Inas atoms in- Ecma9B"N"' E. Rd!"As, areas to achieve a smooth, even surface, Ran ttwn dondurel VmVA grade approved by the Owner's Cons"unin Metregeror Architect soared, boa,daiaa E Motaridls add names annarg Wim dendused operations become the nodus:ion,. prior to mataddion. SHEET TITLE PmVdea pmpddyof,hec.'saanr. Piamodumeveft."s. WMsraedmPrWghryaa odppamtia pmgaaasaa. 6 Anmasd314- and , din sums, dkkaannmeteaxon NCP}VEt1ICULAR WEN 9+ACE REQUIREMENTS. (45.fiB0aT) fi. Remove pevemen±s,aM an Yuresto the depart of meirsub.VrucW-. eaddumas,toNevor161 ghaUbe remwvadPriorlo pleats fopsodu,Many (own MspMetion LANDSCAPE Repsmnwnb: Atirzewmises"oss ire -ii. 8. Cxdoaor Nanmamfiain an lawn -sag uraa fnalacceptan .hoAhaR }' ona"e"kMazopa� spare, 50%afamued 1, Lea.washIincessause-d-eymusebyethertrades. imYutla, tnrTrn"Omdedlo:mowing,wdenng,-An-g oadAwrrg,deamrg T Contractor shaRTuovide (t )aria inch a'innPbdadtcprodort aR areasm PLAN must r scuta fhaaaiftna art. replecmB tkadwbare aoash keep Plan-Inavigdous, heddhy moods law,. (1)treeyes oarTMs.Ld-Tked 6. Remove lsevemenf sub-0asem Ute tlBPdr tlffhe base mdat+81S. cit odrion. onsece. ®For Permit ReWked"` x[(309%) 9. OorwtombveortlemgtraeaxdessrwtedinEeompvddARTree pmlCetkM rkvices Nanbeisi- puce Pnorto demdAiwreaiv6ies. Any g, GbnWacfarshe0guaontaeedaEGshmenlo(enaaaplBMetWareaantlshaU provide repfacemem fromlocaf soppy anecessat OFOf Bid l2r66)Ext (2}noes f6, tie tdion ecavitBg rep-ad""m the 6Wlpane0ltrees In be saved shahbis ❑ For Construction N. Txuese (41 New Trcec cao(uRyommedbyhano'laba, RePod any toe da (The Lar,dscaPa nMge e 10. Tfindalmfion ecce-bahveen$ep(emherf artd March t, en sodareas (o ba ArMited. Ryeaoss, atarete U(4)poundspermd drousantl Job N0. 013-303 PERIMETER REQUNYEMENTS: Reals s: f}treI-Sel, .'sss±a 1 (low)ededflai45nfer (7000)squa-feet. Store 04480 vnea OT 1,12611[1 s! Nemov aingmloomdeAnyadViieaossrelt - owcde+nagadblroeComradartadioNiesshaNberequiotlef ' Date : 11/7/19 Race- PreWttl (3)ha acal. (IExsdng Trees, 3°rel. mw. theG d fiaxP . v smr Q LANDSCAPE PLAN __._ BCC (])New cess. a•d }f. Provid dmoR( 't d moms pre Mawmgs. .+ '� landscapeENonard)tlecLc, Inc. SCALE: 1'=20'-0' Drawn B y ole 4 as Shawn an Ganww -m edam ma^b owg-ties x4awayek-We MEN cA,4n Sbeel o ,e. 7 m Checked By: BDA ADDITIONAL tNDICATIONS r r ENGINEER: vt.G 14APILaa z.aETr os4s t0 20 40 Sheet tD 0 " °rieM18't8°"'k"''r""- a'depilsoh,eel uds, hoNm ,m weadbwrwre,lmxtn APPLICANT: BURGER ENGINEERING, LLC CHICK -FILA, INC. 17103 PRESTON ROAD, SUITE ISDN 5200 BUFFINGTON ROAD TEXAS REGISTERED ENGINEERING FIRM F-12997 -i L 1 Orimame D.a oaksia artRans kx lamsraae 2 ATLANTA, GEORGIA 30349 DALLAS, TEXAS 75248 BURGER 1711",1 -loo Road, suite IMPN o-nax, Texas T5245 awn,]°ctl., relmroSheeLL-+tot a4aae a-Ceea Nunber CU10a7 PHONE: (404) 765-8000 PHONE: (972) 630-3360 ENGINEERING omr�Bg2n3U.3xu Fax: v7zt3o3aae CONTACT: GETRA THOMASON-SANDERS CONTACT: BRYAN M. BURGER, P.E. .-...,i nc�n, .-..,n�ncanr.rnno noir -..... .............®,,, ,,....-n�.,..,.,��..,.,.. ....,. Civil TBPE F-12rm)7 Consultants J� 18 4 J W 9 / 16 — — — — — — — — — — — ._. — — — — — — — — — — — — — — — _/ 13 Lr_\J Case Name- E t g rostau,ant !Cn Nunhel U19 38 I [acatim 1245 William D. Tate Avenue Grapevine, Texas 76051 ......_ Mayor Secretary - e PLANNING AND ZONING COMMISSION I j Chairman I C,a:a I Sheet 5 of 10 ' c.p.zroval does no[ authorize any work In conflict with any codes or ordinances. _,.... t ISE tt LOPSII NT Si RVI, ' UTILITY COMPANY CONTACTS ONCOR ATMOS ENERGY FRONTIER COMMUNICATIONS CHARTER/SPECTRUM AT&T ORE MR. CHASE NELSON MR. GREG ZYLKA MR. JOE GAR2A MR. TIM BROWN MRS. TONJA VAN VLECK YAR 2001 N. INDUSTRIAL BLVD. 2000 RELIANCE PARKWAY 3498 N. BELT LINE ROAD 750 CANYON DRIVE 2513 W.E. ROBERTS DR., SUITE 200 O� c BEDFORD, TX 76021 BEDFORD, TX 76021 IRVING, TX 75062 COPPELL, TX 75019 GRAND PRAIRIE, TX 75051 �8 a CHASEMELSONCONCOR.COM GREGORY.ZYLKADATMOSENERGY.COM JOE.GARZA0FTR.CDM TIM.BROWNOCHARTER.COM TV8572®ATT.COM Op 617-624-6048 DEC 817-685-1257 X1313 OFC 972-252-0770 DEC 469-464-4515 DEC 972-207-3027 OFC 682-351-5926 CELL 325-245-5102 CELL 214-476-8678 CELL 2RS x S S QVE CALLS 0 10' 20' 40' NOTES BY SYMBOL '0' — MEP SITE PLAN I. COORDINATE WITH ONCOR TO DISCONNECT EXISTING PRIMARY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE METER, TRANSFORMER AND PRIMARY CONDUCTORS BACK TO EXISTING ONCOR POLE. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 2. PROVIDE (2) 4" PRIMARY CONDUITS WIN PULL TAPE PER ONCOR STANDARD; FROM EXISTING POLE RISER TO NEW TRANSFORMER PRIMARY COMPARTMENT. VERIFY EXACT LOCATION AT BOTH POLE RISER AND NEW TRANSFORMER WITH ONCOR. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. ONCOR TO PROVIDE PRIMARY CONDUCTORS AND TERMINATIONS AT POLE AND NEW TRANSFORMER. 3. PROVIDE CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS. CONFIRM EXACT LOCATION AND ORIENTATION OF PAD WITH ONCOR PRIOR TO INSTALLATION. ONCOR TO PROVIDE PAD MOUNTED TRANSFORMER NTH 120/208V, 3P, 4W SECONDARY VOLTAGE AND METER ON TRANSFORMER. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS PER ONCOR STANDARDS, 4. PROVIDE (4) 4" SECONDARY CONDUITS WITH PULL TAPE PER ONCOR STANDARDS FROM TRANSFORMER SECONDARY COMPARTMENT TO WITHIN 5'0" OF BUILDING WALL. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS, CAP, STAKE AND LABEL ENDS. 5. BUILDING CONTRACTOR TO EXTEND CONDUITS TO BUILDING WALL AND PROVIDE BUILDING MOUNTED SWITCHGEAR DURING BUILDING CONSTRUCTION AND PROVIDE SECONDARY CONDUCTORS AND TERMINATIONS AT BUILDING SWITCHGEAR, BUILDING CONTRACTOR TO FURNISH TERMINALS PER ONCOR STANDARDS FOR ONCOR TO PROVIDE TERMINATIONS AT TRANSFORMER AND METER. 6. AFTER THE EXISTING CHICK—FlL—A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ONCOR TO DISCONNECT EXISTING SECONARDY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE CONDUCTORS BACK TO EXISTING ONCOR POLE MOUNTED TRANSFORMERS. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 7, BREAK INTO EXISTING SECONDARY CONDUITS AND EXTEND CONDUITS KITH PULL TAPE PER ONCOR STANDARDS TO EXISTING ONCOR POLE WITHIN UTILTY EASEMENT. VERIFY EXACT LOCATION AT POLE VAIN ONCOR PRIOR TO INSTALLATION. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. 8. COORDINATE WITH ONCOR TO PROVIDE TERMINATIONS OF SECONDARY CONDUCTORS AT POLE MOUNTED TRANSFORMERS AND METER AT EXISTING TRANSOCKET. 9. COORDINATE WITH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER, ATMOS TO CAP EXISTING GAS SERVICE UNE AT GAS MAIN. SEE SHEET C-2 OEMOUTION PLAN FOR ADDITIONAL DETAILS. 10. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM D. TATE AVENUE WITHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERMCE LINE TO A STUBUP WITH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PS( DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION KITH ADIOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 11. PROVIDE PRIVATE 1-1/2" POLY GAS SERVICE LINE PIPING FROM GAS METER TO BUILDING PER ATMOS STANDARDS. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. 12. PROMDF STEEL GAS PIPING STUBUP TO A MAIN SHUTOFF VALVE. COORDINATE EXACT LOCATION AT BUILDING WITH BUILDING CONTRACTOR. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR, 13, AFTER THE EXISTING CHICK—AL—A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER. ATMOS TO CAP EXISTING GAS SERVICE LINE AT GAS MAIN. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAILS. 14. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM 0. TATE AVENUE WITHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERMCE LINE TO A STUBUP KITH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PSI DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION WITH ATMOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 15. LOCATE AND BREAK INTO EXISTING PRIVATE GAS SERVICE LINE AT BUILDING AS SHOWN. CONNECT AND EXTEND WITH NEW 1-1/2' POLY GAS SERVICE LINE PIPING TO GAS METER PER ATMOS STANDARDS. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. PROVIDE MAIN SHUTOFF VALVE AT BUILDING. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR. 16. COORDINATE WITH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL, 17. PROVIDE (3) 4' SCHEDULE 40 PVC COMMUNICATION CONDUITS WITH PULL TAPE PER SPECTRUM STANDARDS FROM UTILITY EASEMENT ALONG WILLIAM D. TATE TO 'WITHIN 5'0" OF BUILDING WALL AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24' BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT. VERIFY EXACT LOCATION AT UTILITY EASEMENT WITH SPECTRUM, CAP, STAKE AND LABEL ENDS. 18. BUILDING CONTRACTOR TO EXTEND (3) 4" CONDUITS AND PULL TAPE TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION AND COORDINATE WITH SPECTRUM TO PROVIDE CABLE AND TERMINATIONS AT BOTH ENDS DURING BUILDING CONSTRUCTION. 19. AFTER THE EXISTING CHICK—TIL—A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE KITH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 20, LOCATE AND BREAK INTO EXISTING COMMUNICATION CONDUITS AT VACANT BUILDING AND EXTEND (2) 3' SCHEDULE 40 PVC COMMUNICATION CONDUITS WITH PULL TAPE PER SPECTRUM STANDARDS TO EXISTING ONCOR POLE WITHIN UTILITY EASEMENT AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24' BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT, VERIFY EXACT LOCATION AT UTILITY EASEMENT OATH SPECTRUM. CAP, STAKE AND LABEL ENDS. 21. BUILDING CONTRACTOR TO COORDINATE WITH SPECTRUM TO PROVIDE CABLE FROM POLE TO INTERIOR TERMINAL BOARD AND TERMINA11ONS AT BOTH ENDS DURING CONSTRUCTION. ExlsnNG Ui1LIDES_NOTES CONTRACTOR IS TO CONTACT 1-800-DIG-TESS AND HAVE THEM LOCATE ALL BURIED UTILITIES WHICH MAY BE AFFECTED IN ANY WAY BY THE WORK OF THIS PROJECT. 1-800-DIG-TESS WILL LOCATE UTILITIES WITHIN 2'0" HORIZONTALLY OF THEIR EXISTING BURIED LOCATION. NEITHER DIG-'TESS NOR THE UTILITY COMPANIES WILL WARRANTY EXISTING OEPIH OF BURIED UTILITIES. CONTRACTOR 15 TO CAREFULLY DIG 'POTHOLES' UNTIL DEPTH AND EXACT HORIZONTAL LOCATIONS OF ALL UTILITIES CAN BE VERIFIED. - - IF DISCREPANCIES AND CONFLICTS ARE DISCOVERED, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTIONS PRIOR TO PROCEEDING WITH AFFECTED WORK. GENERAL NOTES 1. COORDINATE ALL WORK WITH UTILITY COMPANIES AND OWNER'S REPRESENTATIVE. 2. STAKE EASEMENTS, CENTERLINE OF TRENCHES, ENDS OF LINES AND CORNERS OF PADS FOR UTILITY COMPANIES. COORDINATE EXACT LOCATIONS WITH CIVIL ENGINEER AND WITH UTILITY COMPANIES. 3, VERIFY ALL DIMENSIONS WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN, 4, PROVIDE TRENCHING, BACKFILL AND COMPACTION FOR UTILITY COMPANIES PER SOILS ENGINEER RECOMMENDATIONS AND UTILITY COMPANIES' STANDARDS U.N.O. 5. ALL WORK IS TO BE PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED TO BE PROVIDED BY THE UTILITY 17 Y COMPANIES. — — — — — — — —10 6. COMMON UTILITY TRENCHES MAY BE USED IF ACCEPTABLE TO THE UTILITY COMPANIES. MAINTAIN ALL UTILITY COMPANIES' �� REQUIRED SEPARATIONS HORIZONTALLY AND VERTICALLY. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, BEDDING, BACKFILL AND COMPACTION PER UTILITY COMPANIES' REQUIREMENTS AND SOILS ENGINEER'S RECOMMENDATIONS. 11 ) 7. PROVIDE SWEEPING BENDS FOR FIBER OPTIC CABLES FOR ALL TELECOM CONDUITS, VERIFY REQUIREMENTS WITH TELECOM COMPANIES. 18 4 J W 9 / 16 — — — — — — — — — — — ._. — — — — — — — — — — — — — — — _/ 13 Lr_\J Case Name- E t g rostau,ant !Cn Nunhel U19 38 I [acatim 1245 William D. Tate Avenue Grapevine, Texas 76051 ......_ Mayor Secretary - e PLANNING AND ZONING COMMISSION I j Chairman I C,a:a I Sheet 5 of 10 ' c.p.zroval does no[ authorize any work In conflict with any codes or ordinances. _,.... t ISE tt LOPSII NT Si RVI, ' UTILITY COMPANY CONTACTS ONCOR ATMOS ENERGY FRONTIER COMMUNICATIONS CHARTER/SPECTRUM AT&T ORE MR. CHASE NELSON MR. GREG ZYLKA MR. JOE GAR2A MR. TIM BROWN MRS. TONJA VAN VLECK YAR 2001 N. INDUSTRIAL BLVD. 2000 RELIANCE PARKWAY 3498 N. BELT LINE ROAD 750 CANYON DRIVE 2513 W.E. ROBERTS DR., SUITE 200 O� c BEDFORD, TX 76021 BEDFORD, TX 76021 IRVING, TX 75062 COPPELL, TX 75019 GRAND PRAIRIE, TX 75051 �8 a CHASEMELSONCONCOR.COM GREGORY.ZYLKADATMOSENERGY.COM JOE.GARZA0FTR.CDM TIM.BROWNOCHARTER.COM TV8572®ATT.COM Op 617-624-6048 DEC 817-685-1257 X1313 OFC 972-252-0770 DEC 469-464-4515 DEC 972-207-3027 OFC 682-351-5926 CELL 325-245-5102 CELL 214-476-8678 CELL 2RS x S S QVE CALLS 0 10' 20' 40' NOTES BY SYMBOL '0' — MEP SITE PLAN I. COORDINATE WITH ONCOR TO DISCONNECT EXISTING PRIMARY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE METER, TRANSFORMER AND PRIMARY CONDUCTORS BACK TO EXISTING ONCOR POLE. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 2. PROVIDE (2) 4" PRIMARY CONDUITS WIN PULL TAPE PER ONCOR STANDARD; FROM EXISTING POLE RISER TO NEW TRANSFORMER PRIMARY COMPARTMENT. VERIFY EXACT LOCATION AT BOTH POLE RISER AND NEW TRANSFORMER WITH ONCOR. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. ONCOR TO PROVIDE PRIMARY CONDUCTORS AND TERMINATIONS AT POLE AND NEW TRANSFORMER. 3. PROVIDE CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS. CONFIRM EXACT LOCATION AND ORIENTATION OF PAD WITH ONCOR PRIOR TO INSTALLATION. ONCOR TO PROVIDE PAD MOUNTED TRANSFORMER NTH 120/208V, 3P, 4W SECONDARY VOLTAGE AND METER ON TRANSFORMER. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS PER ONCOR STANDARDS, 4. PROVIDE (4) 4" SECONDARY CONDUITS WITH PULL TAPE PER ONCOR STANDARDS FROM TRANSFORMER SECONDARY COMPARTMENT TO WITHIN 5'0" OF BUILDING WALL. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS, CAP, STAKE AND LABEL ENDS. 5. BUILDING CONTRACTOR TO EXTEND CONDUITS TO BUILDING WALL AND PROVIDE BUILDING MOUNTED SWITCHGEAR DURING BUILDING CONSTRUCTION AND PROVIDE SECONDARY CONDUCTORS AND TERMINATIONS AT BUILDING SWITCHGEAR, BUILDING CONTRACTOR TO FURNISH TERMINALS PER ONCOR STANDARDS FOR ONCOR TO PROVIDE TERMINATIONS AT TRANSFORMER AND METER. 6. AFTER THE EXISTING CHICK—FlL—A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ONCOR TO DISCONNECT EXISTING SECONARDY ELECTRICAL SERVICE TO VACANT BUILDING AND REMOVE CONDUCTORS BACK TO EXISTING ONCOR POLE MOUNTED TRANSFORMERS. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 7, BREAK INTO EXISTING SECONDARY CONDUITS AND EXTEND CONDUITS KITH PULL TAPE PER ONCOR STANDARDS TO EXISTING ONCOR POLE WITHIN UTILTY EASEMENT. VERIFY EXACT LOCATION AT POLE VAIN ONCOR PRIOR TO INSTALLATION. PROVIDE TRENCH, BACKFILL AND COMPACTION PER ONCOR STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. CAP, STAKE AND LABEL ENDS. 8. COORDINATE WITH ONCOR TO PROVIDE TERMINATIONS OF SECONDARY CONDUCTORS AT POLE MOUNTED TRANSFORMERS AND METER AT EXISTING TRANSOCKET. 9. COORDINATE WITH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER, ATMOS TO CAP EXISTING GAS SERVICE UNE AT GAS MAIN. SEE SHEET C-2 OEMOUTION PLAN FOR ADDITIONAL DETAILS. 10. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM D. TATE AVENUE WITHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERMCE LINE TO A STUBUP WITH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PS( DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION KITH ADIOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 11. PROVIDE PRIVATE 1-1/2" POLY GAS SERVICE LINE PIPING FROM GAS METER TO BUILDING PER ATMOS STANDARDS. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. 12. PROMDF STEEL GAS PIPING STUBUP TO A MAIN SHUTOFF VALVE. COORDINATE EXACT LOCATION AT BUILDING WITH BUILDING CONTRACTOR. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR, 13, AFTER THE EXISTING CHICK—AL—A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE WITH ATMOS TO DISCONNECT GAS SERVICE TO EXISTING VACANT BUILDING AND REMOVE EXISTING GAS METER. ATMOS TO CAP EXISTING GAS SERVICE LINE AT GAS MAIN. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAILS. 14. COORDINATE WITH ATMOS TO LOCATE EXISTING GAS MAIN AT WILLIAM 0. TATE AVENUE WITHIN UTILITY EASEMENT AND PROVIDE A NEW GAS SERMCE LINE TO A STUBUP KITH A MAIN SHUTOFF VALVE, A PRESSURE REGULATOR SET FOR 5 PSI DISCHARGE PRESSURE AND AN ATMOS GAS METER ADJACENT TO UTILITY EASEMENT AS SHOWN. VERIFY EXACT LOCATION WITH ATMOS AND BUILDING CONTRACTOR. PROVIDE PAINTED, CONCRETE FILLED PIPE BOLLARDS TO PROTECT METER PER ATMOS STANDARDS. 15. LOCATE AND BREAK INTO EXISTING PRIVATE GAS SERVICE LINE AT BUILDING AS SHOWN. CONNECT AND EXTEND WITH NEW 1-1/2' POLY GAS SERVICE LINE PIPING TO GAS METER PER ATMOS STANDARDS. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SOILS ENGINEER'S RECOMMENDATIONS. PROVIDE MAIN SHUTOFF VALVE AT BUILDING. BUILDING CONTRACTOR TO PROVIDE PRESSURE REGULATOR. 16. COORDINATE WITH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL, 17. PROVIDE (3) 4' SCHEDULE 40 PVC COMMUNICATION CONDUITS WITH PULL TAPE PER SPECTRUM STANDARDS FROM UTILITY EASEMENT ALONG WILLIAM D. TATE TO 'WITHIN 5'0" OF BUILDING WALL AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24' BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT. VERIFY EXACT LOCATION AT UTILITY EASEMENT WITH SPECTRUM, CAP, STAKE AND LABEL ENDS. 18. BUILDING CONTRACTOR TO EXTEND (3) 4" CONDUITS AND PULL TAPE TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION AND COORDINATE WITH SPECTRUM TO PROVIDE CABLE AND TERMINATIONS AT BOTH ENDS DURING BUILDING CONSTRUCTION. 19. AFTER THE EXISTING CHICK—TIL—A AT 1245 WILLIAM D. TATE AVENUE HAS VACATED THE PREMISES, COORDINATE KITH SPECTRUM TO DISCONNECT COMMUNICATION SERVICE TO EXISTING VACANT BUILDING. SEE SHEET C-2 DEMOLITION PLAN FOR ADDITIONAL DETAIL. 20, LOCATE AND BREAK INTO EXISTING COMMUNICATION CONDUITS AT VACANT BUILDING AND EXTEND (2) 3' SCHEDULE 40 PVC COMMUNICATION CONDUITS WITH PULL TAPE PER SPECTRUM STANDARDS TO EXISTING ONCOR POLE WITHIN UTILITY EASEMENT AS SHOWN. PROVIDE TRENCH, BACKFILL AND COMPACTION PER SPECTRUM STANDARDS AND SOILS ENGINEER'S RECOMMENDATIONS. INSTALL A MINIMUM OF 24' BELOW FINAL GRADE/TOP OF PAVING TO TOP OF CONDUIT, VERIFY EXACT LOCATION AT UTILITY EASEMENT OATH SPECTRUM. CAP, STAKE AND LABEL ENDS. 21. BUILDING CONTRACTOR TO COORDINATE WITH SPECTRUM TO PROVIDE CABLE FROM POLE TO INTERIOR TERMINAL BOARD AND TERMINA11ONS AT BOTH ENDS DURING CONSTRUCTION. I, I ., N �j IL j, IL 7 oQ1 006 V; 0 iii -A 001 00 it y 003 004 VICINITY MAP ADS ....... EXISTING TREE NOTES TREE TABULATIONS 00•Tow FG, rm, y Phoatad T— eel Eldvel Iotas 0 —1-- shall be Aamoted show) ohosicaboo, hal M ..Rv-oN!rsdd—vvw—bokan1area: ToA( ubws-Ilya havovad k, awsialon 61 ," %,A,.: Eedtlng R-U—ont Ca" Number: CU19 38 LocAtion: 1245 William D. Tate Avenue Grapevine, TeXaS 76051 2 It MY They tionshose is '"ad dwrig 0arth? eoetviteseft'slavokil, Tow do'., wev, —W. of .. hei 6' =7_ wd'y1heArmaectiamovedaity. 11wheovehawdedifterafirshaddrawoost th, szhaedhYffivardhis asta'anyposetkhesahads, EXISTING TREE LEGEND far, m thoo Cttf, 9 Mayor Secretary Date: _- PLANNING AND ZONING COMMISSION Chairman Date: ---- Sheet 6 of 10 Approval does not authorize any work in conflict with any codes or ordinances. DEPAR 1 MENT OF DIVEI I)PNIENT SFRVIC ES 3 No d - crass, a etromhadd—athshas dA so TO REMAIN 4 Myfinattacizog weft. ths oai zones aft pheacted .a oo s, 0. Ey"T"i PROTECTED Nasser mt --a t.0oTO BE REMOVED TREE TABLE --i'I'mi T F YPE�" OVEIREIVAIN MIT:GATION 6, EtiopheaclearkpAerovaspossr, ACHES F sotheo., crodaviqidehis—'saialbomossaadead. thoPodsathe ta sai sweems, -Vow, chains, aw _air ft. of 'Y51� T. ThazAaacerwals. a peasobve ralwo shag be awmad to aoy swe, T' IT .1 .: No.ahloorv.wtoresethraff—padvoi hian"I"ah. Me U." ah's tho"Tawthei 9 Bodog.fUclies. May 6,parofthadvotewpolactedheastroadwo wedema—A The kegN dere dote too za and aboaff As deek of Ace), f4gTA 10 Usooloog zone of a tho, shag U dtit, byherd and - the am In 8 rafttoaster 2X4 'A' 11 Tina Flagging: Ae trees to De removed trom the ails ShaRDe ft�gedhY me W a f haah, "' f4) feet stave greet. LIMIYoth"'Ahahil. pip, t..ey Nae removal. Coth-.1—TaiefcoostUt Laothem, Achhot with 72 how ratio, to soedwe wakemaking. GRADE 12 Phaelive Fencing AN theased vvh' as oned . do-aaa, Arm have bo ABSORBING TS Asnsedo..shrotyhagswhOmostdawhedat,tabIkIsnooon- NOTE wothershedez AVANA9 wh a kor (4) fotapproximNe height Thapavedive L — A' REMOVE BULKY TREE PARTS 'SHRED' AND/OR HAUL SEPARATELY. Adi We he Weed. wonazed . the I- rioted. Dow,141, 5200 Buffington Rd. Atlanta Georgia, 30349-2998 1 Mark Date By A Mark Date By A - Mark Dote By L I WE SHEET TITLE TREE PRES. PLAN ®For Permit DFor Bid OFor Construction Job No, 013-303 Store 04480 Date Drawn By Checked By: BOA Sheet TP -1 'B* BEGIN EXCAVATION APPROX. 8' FROM THE TRUNK -CUT THRU ANCHOR 13 Bas prazdaw, To safooftwo, "a", a had — to the mahadde. area ROOTS AT AN ANGLE- STO C DEEP aVdiwocwho"aboo, It. IAw shAN he Pwoadby donetea, th-ni. a ft aye, cook m, looval sodded wad wire Ywhal APPLICANT: 'C' USING TREE TRUNK AS A LEVER PUSH AT POINT 'E'TO REMOVE TREE mesas mat does nal dwoog. me —, Rater to The, Pdawed, others), NOTE: WRAP TREE TRUNK WITH, 2 X I STUDS AND ROPE OR BAND INTPLArE BOLE AND LARGE FEEDER ROUTE N' TO W IN DIAM) 14 Conewev" P—M Ina woe where a to. hahgft at" bim, sawalt AS NEEDED To PROECT TREES IN WORK AREAS 'M BACKFILL HOLE AND CLEAN UP, ft — of Awvonwkdithe C.azol. thatheli" tarestasas Anabsed toweavahay ffirdwales—ehalthoOoaftedhap—ashypateor.M. ATLANTA,( GEORGIA 30349 DALLAS, TEXAS 75248 damagedfree%dftWthe P6xapmmibyliRLandscape Ambled. TREE PROTECTION FENCE B REMOVAL DIAGRAM ENGINEERING reh" u"2,(,IH.130 F 97100318(i - NOTTOSCALE (k_11REE NOT TO SCALE smr TREE PRESERVATION PLAN 5200 Buffington Rd. Atlanta Georgia, 30349-2998 1 Mark Date By A Mark Date By A - Mark Dote By L I WE SHEET TITLE TREE PRES. PLAN ®For Permit DFor Bid OFor Construction Job No, 013-303 Store 04480 Date Drawn By Checked By: BOA Sheet TP -1 landsW architects. Inc. SCALE 1- 20'-()' ENGINEER: Uc�7z 1- -a- 0- Too. 15. --7 T. -A11-1 APPLICANT: BURGER ENGINEERING, LLC E- ,tc-o-0 10 20 40 CHICK-FiL-A, INC. 17103 PRESTON ROAD, SUITE 180H 5200 BUFFINGTON ROAD TEXAS REGISTEREDENGINEERINGFIRM F-12997 B URGER P-I,' Rated, svit, 180 ATLANTA,( GEORGIA 30349 DALLAS, TEXAS 75248 D,11 -Texas 752U PHONE: 404) 7115-8000 PHONE: (972) 630-3360 [BI ENGINEERING reh" u"2,(,IH.130 F 97100318(i CONTACT: GETRA THOMASON-SANDERS CONTACT: BRYAN M. BURGER, P.E.. Civil Consultants TBPE F-12117 EMAIL: GETRA.SANDERSOCFACORP.COM EMAIL: BBURGEROBURGERENGINEERING C am 5200 Buffington Rd. Atlanta Georgia, 30349-2998 1 Mark Date By A Mark Date By A - Mark Dote By L I WE SHEET TITLE TREE PRES. PLAN ®For Permit DFor Bid OFor Construction Job No, 013-303 Store 04480 Date Drawn By Checked By: BOA Sheet TP -1 SECTIONGDOP) LANDSCAPE ROY Inx 119 eqr e+n�. 9e1a.0 ot.., s o ,.v,u es .o rtl v> .� a.anb i3 0ESCRP'ONOFOO nWI d. F +.v., t re x d ..a turvea h Ihetee sLrc:fc :.n a.d a,dscap 3D s rc,.d np N, 2 arlprnpara(a ra- za tor, f} REf ERENCE STANDARDS h 5 la NO-FICATON OF souRaes AND so-ITTALA VR .rvo teaa fnaninarv..z..on rcfa Mbrnr War rs .m b H IX t a d 4: ,l vi rl r. Rr.0 W.over rciMzw xamsiPs rine ns,a,C F a e. n:. rrtin -cu,c e4 a r. , a , r. vurrq errca mn. .lies r. sous y PIlmle rdYcamz aeta'.rsa Tee -.k .0 ur Lx•A¢I.Rx PART 3 - E%EC0'ON 3.1 UD PREPARATION b FVNILIzaT1or bi Y t cos IN alxrq :r:g grass aniwaw.s as raccrrse:y r9 u,<M1ez Ix:a f. I,o ,l I,, lot arc::yasl.M t APIs ieluxywso ct It I P1 Is", Wantil III rill 6,xc svA 11 (ese,e rsa atf eraoof I-IrY 201e ae are ar.snui M1f I rut r4..e:r nes e}.ea0 ntx nrcn �y tla1,. ,"111r. lour ea tulh 1My se evt n.Y Ua. ee tr e+'gn'ry h aerotlavron ait:IN:+vP.) Arris Fe a.e "I". (I eco, AI.It, III. u5, c4�arc8 r. u. INSTALLATION a xhIN. u.,. rrr a ,. .aa. rcr a. xra.o ruff f.x �� l a W e_ P,a.a r,«o-e.« r,. ,<�r .er, .rrx•r:.,rR rra ogle mow, Fn LL n (.. f tlYd 9 «�c✓t ,c fi-1 111, a. int 1. .1 ln nryln¢paev,tD ovrtr aoa cor+arcloes I P evf,r _ itcv n vrrlr C 'ungn 1 u ..4e Csrr , . T . uw e can ne ra A ¢sac,. Fr! eft w namu4e. YB MAINTENANCE AND GDARANTEE r iM1 I. 1{orn+ Ti. Hx. y cvae Re4xnY¢ow,1 and be P...da. ao- .-eoaa A Itt0., •c net s net e.a.. utrCxa t.Mb wS wtbe `c4.ee,, fa tln y eI c aFwc e,ca vro'k C a:ny w 'npra afrYexv:Rtcr fvx rryia,aJ rtlrga c4+tl 9 d ty9 xc .qd, ut,acl.a ep ex. rwrv. r.H w N V M" q. reu aza w .na.rg p _ .zs w be nmegaCl/ µ!A attJ al the star cr the vex. nmMalFt nvanne Jearf ,etuah0 tnrxrwvm lrw.Orx , on9 m sPe<le f;orx ac rsgt',a rl, nyxue n.. wYr ttsN ,e� tnrnx t. c d.A ow 1x= wrvmo-a.:rra -r11nae,0 V. been earwaea or et�Aev. rre.ar emr9n ^� 9gv sve,uk gm Iw: shuWu,hP IrrNo.aa0.ln.srAu. xur ne a SC'sua pa k " Nee w Ip.w .. 1. st, 11. Al cLEANuv ANg Acccr`A At r v } A Rwxg x a,a xwp vu vd Peu. too- r, `°' ENn oe SeeY ON ev a°n�J array v d e ra.rn e t xd e_f<o-:, N naavn4e .urlrattar. "I OUALTY ASSDRANCE f..eMr"I I Iy P11111 att,olr seam¢ fe sw na. , aM rea,eo. ax h, aro<Its o:•.a v.tl rn tfe rin acrMo wkx nsaatec amf ec , Or - 3t -1, c M FMx, r ra! pro N waw h srµ mo- b a panus a uArva Y, nNt s.eaM uta W. 0 u >a n k Pv he,r. n r. alciy t B PRODUCT DELI4ERY, STORAGE ANO RANCeING m al eC zrq 1W a—t6IL'el Pl., PIS WDfepura -a o,", ra[vrl s De vee .la s gxf Gema r a etrJ ba. s aFe,nc pchvar w t ,aa f. r. exalar 1111l;.d ar.y 1- 'he en, qr CwIN ngl cFalvey� rtq ve .w.s _a 4 PID. pl I q ulnae)¢ Ct .Mis I, b o c eaves .. e-2 x. ntivt ce .1 r re afhe e vW r pw. 0+ f, a:eM+o tae r ncv, n pkmrF n. d terve..¢ rove Wnlele pFards V} UurMw 51Dr',Se 2.t PL.AHTB u 'I 4 i4 9 Y ! ai re .11, b, v<ceRran y 11. b,' u 6M.tAilte.b Iss b:W 9us II s.0w a caN(ri.F n, bo I Flan s,'etl::fie � 1i, " auPH O n ro „ nr o f ar one. aea 1WI bmrrta,r xrJ wo co e0T1111 11, .,ee o61eUlena prAvi Wore. to s rsec em.0 a:v06 aM: eto be, sp,anmenF at! D 1 9".vAh re avre ep re, f: a, yr <M1.. .•".,"evert Tr Iles, 11" Iron bol c x xAbl SII E) ea run r tm to r, I,.r o.r.,nx nv tuvx mne tavNptee [S a+crs.rr4,_e! yeAvd naneret V M P faceo,11be exv rymr. lx fns --I., a i. b-- t,. IIu. Own1, 21 SO L PREPARATION MATERIALS renal ,a: a maeae. ... rr. 4 2s 9 aro ar Y f goo's.,+%roam nee. hapavo emenrs. R g f an,.,a wa.U. ,t ev4e .ntotl. F rrxo ax,rart rvf free ,afar n. Oe vIA!, E: ,ad Cru w.s..asrr:.�-+.anvsa twdr4nR t0eu t i,}u p a f . dune Mae Pa ofd ti e+.4 DD'rcatwr z. FvI Pb, b gvaMah vtWzned A 1r-1 1.-1 o. r,Fl.o,m n cIM1: pa o 0 90 c Alc,.a xs a ua y co pczeu snrt.dJvd v re bark or R, MSGELLANPOUS sulcal -3 r Is y l r r. hr.,.ea rwa r I s Fhxn.a.Jn ,e e. ag G Frew. s nn�rv.yc q vP. graoeC nwirR in Ll r L 01111 rb,i bys WIl,4 L OrCn,Axn! avm.abe a: nl+aM c. R J1.. or LAP 1--.1 r� � 1 _ nXt SIDEWALKI MULCH DETAIL UG W¢d yonp 4dweelts xor io SfuE '— AN SPE J: r_ATKMS ne NO WT OENrRaI LEA— ` flr .1. 51£=L EMAK wmesr M Martin y— ...coos PLAR I. Tics IPE , f.' � �._�--------"—f Ht184EN rA04. NorE: No sreEL Esc ra,ro BE NSTuta a ii c;rvercs STEEL EDGMG DETAIL i-se.cIit'I"O" sPECEIance. �3 Nor roY.AIE T rinewaTAMGRwG REF.ftaN FOP SHRUB ttPf 1 Etat YA Ouum -IN N�"M'� - FOu es arF3 'Mt•% ` P Iverev FlNSN CYJPoirtapNf3 Srexy >^%Ek £< ✓ YLose :}F SPECffIEDNVa64APe IrmeoAex Lt, 00 N'Oip3NR3. i0P Lr•-a`((r �d e EESE CP nBUR,Aa. ✓ N Ty V A Ny ... r�� CSA M.id I N,,o 30�F SFlEC'FK TMNet: %f ,:_� •', RCpSENNta. NRB eauubc De - SPEI'S. t 5 6 i.11 -u RCCK.� '"•r r. MM. OF Merars SPL iM% 2X DIAMETER E Eer4t NTO EX SYHG SCk i0 eFa OF ROOTflALL -.�—--y- Tc .Pt — rosECURe TREE wow %iEVPAWG rYINDS. SPACING PER Hwy HAT ,. PLANS TLIST _ PLANiiIM NOT �\ecu''i A SHRUB PLANTING DETAIL �rro scuEm o et fOq tTREEPLANTING DETAIL Nor TO scuE ENGINEER: APPLICANT: BURGER ENGINEERING, LLC CHICK—FiL—A, INC. 17103 PRESTON ROAD, SUITE 18ON 5200 BUFFINGTON ROAD TEXAS REGISTERED ENGINEERING FIRM F-12997 B ATLANTA, GEORGIA 30349 DALLAS, TEXAS 75248 CONTACT: EMAIL: PHONE: (404) 765-8000 PHONE: (972) 630-3360 E GETRA THOMASON—SANDERS CONTACT: BRYAN M. BURGER, P.E. Ci GETRA.SANDERS®CFACORP.COM EMAIL BBURGER®BURGERENGINEERING.COM Case Name: Existing Restaurant Case Number: CU19-38 LOCation: 1245 William D. Tate Avenue Grapevine, Texas 76051 T Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date:_ Sheet 8 of 10 Aptiroval does not authcore any work in conflict with any codes Or ordinances. DLPARTblf NI I)' DE (,.rATNv Sl smr landscape archifeds, in, TO 216 B11.WIU Fax 11dd;r On E- (9 I7 C i7 A I 1. 03 04 '11051'0-6 '0.7 I I 02 '03 10411 04 �05 � II' 02 03 131 =0.4 0.4 I �I 02 02 i ! -0.3 04 yyI '02 02 IOSi '0.3 0.4 0.2 0.2 0.2 0.3 '0.3 NOTE: IES FILES FOR THE EXISTING CFA LOT WERE NOT AVAILABLE. A COMPARABLE FIXTURE HAS BEEN USED TO ESTIMATE THE LIGHT LEVELS ON SITE THE INFORMATION BELOW IS AS ACCURATE AS POSSIBLE BUT IS NOT EXACT. SEE SHEET E-103 FOR ADDITIONAL INFORMATION. NOTE: EXISTING CFA LIGHT POLES TO ONLY BE UPDATED TO THE PLAN BELOW IF OF THE FOOT CANDLE LEVELS ON THE EXISTING CFA LOT ARE TOO BRIGHT. 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I I 00 0.0 '011 '0.1 01 011 '03 `b7 111.2 0.8 0.6 0.5 0.4 0.3 0.3 0.2 02 Q1 0.1 0.1 0.1 0.0 0.6 0.0 0.0 00 OC n ODX-3 - Mayor Secretary 00 .x'0.0 b.q '0.1 09 0.1( 0.2 Xp.5 C9 fA.f`1.4 T1.A `7.5 1`1.8 19 `1.9 '1.8 '16 `7.6 X5.5 `t.b `t6 `LB '2.t X1.4 `2.3 'L6 '19 �, '9.8 'S_8 21 2.3_ '2 `t. 11,1 '0.7 X0.5 '0.4 '0.4 0.3 0.2 0.2 '0.1 '0.9 '0.1 '0.1 '0.1 0.0 X0.0 0.0 0.0 DO OC�--� b6 `0.0 0.0 0.0 D9 0ti '0.1 �.3 'O6 9.t 1.3 S.3 7t.$ 1.7 -/8 '2Q _2.Q --'17 1.6 _1.6 x1.6 '18 '18 '22 '23 '21 '2.0 9 ''1.3 `1`.fk `1.8 '1.7 .`1.7 '1.5 Xt 109 0.6 '04 '04 0.3 '0.2 0.2 0.2 Q.1 Q.1 0.1 0.1 0.0 00 '0.0 0.0 '0.0 00 aii')' `. ' ODX-3 n . 00 '0.1' 0.1 `D.1 `D.5 0.9 12 .1.3 1`15 1 1.61 ii _ 4 -` 6 \, PLANNING AND TONING COMMISSION �� 1 f --I - -- `- - 0.0 '0.00.0 b.0 ,. ' - '' -`- xi.9 x,20 '`1-:7 '1.7 -"916+ "1.6 -"16 °}7 -'`29- '1.8---x'78 1`6-'96 1.4 t.d"'-''T:3- 1.23.1 _`LO�- °D.9 ?0.6 04 '0.3 '0.2 '03 '0.2 b.t y0.1 0.9 '0.10.10.10.0 '0.0 0.0 'OA `0.0 00 Otj 00 1 0.0 '0.00.000 Q.0 `'Q5 `�7.1--' H-3 '47- 41 -LS.. -- ---- 1.6 '1.5 'L5 x`1.5 '1.3 `1.4 '9.3 't2 '1.9 `t.Q `0.9 '0.9 `0.8 `0.7 Xo.6 ''0.6 'Q.5 04 '0.3 0.2 -_Q.t 0.1--'0.7 -0.1 0.1b.iO1 0.1 b.t'"-OSF--0.-0--0.0__'00 _OA`00 bt� Chairman _ _ _ _ __ -. _ I a _ ,p , 'LI OA ad '0.0 00 b.0 j1.0 1 0.1 04 0.8 t2 i.3 13 12 1.1 10 1.1 12 �1.1 1.1 70 '09--0-8 0� "�08 -08--0. 0.6 ' 02 OS _09 0.7 01 b.t 0.1 �0.1 '0.1 �09 �0.1 '00 '0.0 OA 'O.Q SOA '0.0 00 C. 5 •• 0.0 1 0.0 O.O '0.0 0.0 0.0 0.0 0.0 0. i 0.2 0.5 0.8 X0.9 0.9 0.8 0.8 O.7 X0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 05 0.5 0.4 0.4 0.4 '0.4 0.4 0.3 0.3 0.2 0 2 '0.1 0.9 0.1 '0.1 0.1 '0.1 0.1 0.1 0.1 0.5 OD_ -4:0 - )0.0- - O..D_ X00 `0.0 'DO O S I AI ..,oval does not authorize any work in conflic A I 1 20:_0 •r _ - - - _ -- with y d ordinances. PHOTOMETRIC, PLAN (CFA LOTS} � ., 4 3 2 fl Chick-fil-A 5200 Buffington Road Atlanta, Georgia D 30349-2998 Kurzymske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: maif@kurzynske.com TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM NUMBER 90226 �f r 01106/20 C_......_...___ -__.. CCIPiREANPTT DESIGN 2019 -XX A D,1SCIPUNE S PROJECT 19192.MA.S PRINTED PERMIT DATE 02/20/2019 &- DRAWN BY BTS Mo�:san arv«m u�a ��mc�w ;a� c�arbmram:�.�a Z==- SHEET W PHOTOMETRIC PLAN SHEET NUMBER E-1 02. W D Z W W LL Lnum Q W ~ %. ax B W J Z n ; W a u� N �rryR r' V FSR# ®448® REVISION SCHEDULE NO DATE DESCRIPTION CCIPiREANPTT DESIGN 2019 -XX A D,1SCIPUNE S PROJECT 19192.MA.S PRINTED PERMIT DATE 02/20/2019 &- DRAWN BY BTS Mo�:san arv«m u�a ��mc�w ;a� c�arbmram:�.�a Z==- SHEET W PHOTOMETRIC PLAN SHEET NUMBER E-1 02. Descrlpgon ,___. t Symbol I Label QuanMy Menmam- Catalog Number I Lamps Per Lamp Factor Wattage 2 7789 3 1 --- -- ) I _ -0-UNV--T3--BZ-H i � 0 093 131 OD1 COOPER LIGHTING EATON -TORMER yyOV00D-UNVT4BZ-H7759 I 262 O62 LIGHTING) I ____..- 2 I- 1067& 0.9 306 I EATON - LUMARK (FORMER PRV-C60-QUNV-TS-BZ 'C - r, OD3 COOPER LIGHTING) k 2 08 09 -153 UNV-T5-BZ 78 +EOD4 COOPER LIGHTING) LOPR-PRV-C60- 2EATON LUMARKFO---- -09 153 -I ODX-1 COOPER LIGHTING) {BZ 2 -EATON - LUMARK(FORMER iDEVELOPERPRV-C60-D-UNV-T3- 2 10029 09 153 � ODX-2 COOPER LIGHTING) FB2 I -- - 3 IEATON - LUMARK FORMER )DEVELOPER PRV-C60-D-UNV-T4- 2 - 9993 09 153 ' az ODx-3 COOPER -� LIGHTING) ODX-4 .4 COOPER LIGHTING (FORMER DBEZVHSSPER-PRV-C40-D-UNV-T4- 2 7759 - 03 { 131 -. -..-. -_ __... 2 ._.: --10878 --_.. �I ODX-5 1 COOPER LIGHTING) ORMER B�VELOPER PRV C80 D UNV TS 1 - III 99� I 0 9 - -7306 7 LSI INDUSTRIES, INC - CRUS -6C LED -LW 30 095 CRUS 1 - 3 Ens4ng Developar Hubbell LNC 5LU 3K 3-X � 1 ` 833 1 095 129 EXD-1 Outdoor 7 Ensbng Developer LRhm is WSR LED Pt SR2 30K MVOLT --r t 2711 095 1956 i EXD-2 Lighting - 1. OD POLE SHALL BEA SQUARE STRAIGHT STEEL POLE BY KW SSP18-4.0-7-BRZ-DMI()-BC (Single Luminaire Pole) \ - --_- OD POLE SHALL BE A SQUARE STRAIGHT STEEL POLE BY KW SSP 18-4.o-7-BRZ-DM2180-BC (Double Luminaire Pole) 1` t ° 38 124545 William D. Tate Avenue Grapevine, Texas 76051 NOTE: PHOTOMETRIC INFORMATION FOR THE Statistics _ EXISTING NON -CFA LIGHTING WAS NOT-- - AVAILABLE. i Avg Max MIn M..)Min IAvglMm j ___ _ A COMPARABLE METAL HALIDE FIXTURE WAS I ! Mayor Secretary �escn on SYmbol USED IN ORDER TO ESTIMATE THE LIGHT ICaietmg e#t 10.7fc t 5fc 400tc wA wA ISummg CFA Lot W 1.8 fc 7 7 to A 1 fc 77.0:1 180:1 CHANGES FOR THE SITE. summary i ExlsHng Na Summary Let Let o�1.3 fc 11 8 fc I0 0 fn wA N/A u NOTE: PHOTOMETRIC PLAN TO BE USED of PLANNING AND ZONING COMMISSION IF LIGHT LEVELS ON SITE ARE TOO BRIGHT. - _. 3.7 fc at 5 iso o fc N/A N/A i I `0.0 *o.0 '0.0 0.0 �o '0.0 00, -U_ 'O,Q -'q.Q_ Q o_ Do _'n_ 0_0- 6`6 '0.0 `Q.O 'oo V'0.0 0.0 "P.0 TVo.O bo `,)�.0 `0.0 0.0 \0A\'6.0 -0_o '00 01 \Obi 0.0 j Chairman i _ V A \ (Date: 0.0 'D.0 0.0 "O.0 .0 'O.0 0Di 0.0 'OD Vo 0.0 b.0 00 'bit\�.O 0.0 D0 DO "0 0.0 `O.0A 0.0V `Dp 00 y 0.0 0.0 0.0 0 0.0 ' 00 0o-\.po 00 0 A \.( shaet 10 of 10 r I I 0.71 Q.i' 0.1 `01 0.1 0.1 `O 11 0.7 6.1 0.1 O0 0.0 'GA 00 0.0 .00 0.0 'O.O _0 0.0 00 0.0 Do GO �p.0 -00 0.0 00 po Apomval does not authorise any workm ccnF'c:c \� \ , with any codes., romances 101 ' .1 0.1 0.1 �-1 0.1 'oil 0_1 'O1 01 0.0 AAo 'DO DO OQ D.O,\V0_o 'OD qo A�0 0.0 0,0 00 'O0 0 .0.0 0.0 `00 G0 1=n�arnlENrQ DEertDPM N ER tC \ v 1 `o. tl 1 0.1 0.t 'b.i 'o.i `0.1 'o.i '01 02 'o.o `0.0 'DO O.0 '0.0\'o.D '0.0 �O.o \ 00 `o.o �0.0 ;Q.o 'o.o o o.o bo `06 "0.0 00 60 Cc 00 C `01iI Q1I '0.1 '0.1 `Q1 01 I!0.21 '02 -02 '02� 0,3 V `0o '0.0 0.o GA' q '00 'O.Ov `0.51.-0.0 �0', o.0 'O.0 '00 A,0 '0.0 '0.0 0b `.00 A`0.0 '0.0 0.0 '0.0 � �'. 0. 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I ` � 1.8 °R.7 23 ° S 25 f2S 2.6 2R- 27._ 7I_2.6 _i.1 69, ¢2 / � 08 0-8 0.2 `01,V0.0 VDOA\'00 p0 �a`0.0 0.0 00 , OD 'O.O EXD 2 k v %/ t 't.g � �1.'� I d _O '2.3 ' 5 `2 7 �, 2.9 `3.0 °3 � '3:0- 8 '�.6 2.5 `3.2 �9-'k- �6i3 °D B °0.6 '0.2 °0.1 °O�Q °0.0 °0.0 � 0 X0.0 0.0\ 0.0 0.0 -0.0 V�R 00 C., 22"1-`1.5 - $S )i3D 'fit ',.`34 "30 C_`t28 `P.8 °2,4 °3.0 '68 `4'B '07 _ 46 `0.2 °01 'OHO 6 'OA '0`E)\ \9'0 'O.O 0.0 '0.0 0.0 00 0-0 FULL CUTOFF LED EXD-2V.. �` LIGHT FIXTURE - `? ° �3 Q9 - X0.7- '0.2 'O1 "00 00 �OA ' .°((.0 >_ 00 00 0000.0 00 0� COLOR OF POLES AND ! I'� ` - - `2 8 3.0 '3.0 3 D 2.9 = 8 2 6 2 4 3.1 5,, FIXTURES SHALL BE )18 �.0 23 �+s.6 23 II`29 2.92'2.6-.7 2.6 2.6 .3 87 '41 rE-�0.& °0.2 01 Iktp °00 (��\°OA `.0\\"0 0400 0.0\ OT) 0A 0.0 DARK BRONZE. V 1 i, 1.6 1i9 2.1 22 4 2.S IL2.7 2.7 2r 27 ° 71 28 2.5 63.7 'x,`48 09 `0.7 '0.2 °O1 `r00 00 00 \\ 0 °0.0 `00, ' - DO 60 'QO 0.0 l 20' 1 II II f '- - EXD-2 � I --I n 1�.9 �Q.2 `2.2 3 °2 6 -i`'28 25 '2 6 2 6 7' °2 5.241 3 dJ 7 (j `4 1 t 0 6 °0.9 0.1 °0 1 q 'Q p 0 °(10 s0.0 °0. `fitV0 A0 b i`ODX 5 { \ / POLE BASE TE.8 21 23 225 _24_�_IN 2A-�54+51 24 ,25 '616 CA _YQ IBJ `Da `0. Ot °01 �.'� OG 0;6 QO k.0 '00 0''�o VV,, I - -- - _l�,- ---� FINISHED GRADE'IS �1.7 18 21 "2.2 I°21 2.2 �21 '(9 '2.1 "2.Y 27 '4.1 �86 6.8 3.1 '2.2 17 20 2.8 °3.8 `'21 °t_5 06 -'0_3 °0--`0.1 0.1-_"G1-`0,1 '01 .°6,7 `61. 0.1_ Oi�, Oi -__1_--_ --� S" O�9 1.0 q.1 °1.3 `1.5 1 B I`1.8 "j.7 X77 1.7 1.8 1.8 L 1 I `2.1 1A `1.1 `0.9 0.7 '0.6 `0.5 `0.4 `O.A `0.3 °0.2 `0.2 "0.2 °0.1 '0.1 `0_i °0.1 °0.1 `D.i `O.1 °01 0,1 - `0 9 'Oy SEE PHOTOMETRIC LUMINAIRE SCHEDULE FOR POLE MODEL NUMBER a.1�2 `I-_ 1 =1 a_ _t,d .. d- _ 1=a-_ =9:s = -T s- i.a,,- °T.11 •,3.0;:= _ D S D.5 --6.a- -fOA � 9,3- - Q3 --=Ds•�^ -ate.-$�-- °0�2 -` z=P;x--T°-0.2 -I A 2- ro 1 =oa. 'o t- `0-1 0 7.3 3 =` p�1 SITE LIGHTING POLE DETAIL PHOTOMETRIC PLAN (NON -CFA LOT) ill 120,-0.. N.T.S. _._. .__ 4 3 2 1 Chick -fit -A 5200 Buffington Road Atlanta, Georgia D 30349-2998 Kurzynske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone: (615) 255-5203 Fax: (615) 255-5207 Email: mail@kurzynske.com TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM NUMBER 10225 01/06/20 C -- -- CUR 9 ON 20194X NOTE A PLIED DISCIPLINE'S PRWECT 19192.111 PRINTED PERMIT onTE 0212012019 !_ DRAWN BY BTS rUSHEET PHOTOMETRIC PLAN SHEET NUMBER -103. W W 'q U) Ulm LL W Ln q Ln o ® W g to Z X W W a CL � qN P V FSR# 044$0 REVISION SCHEDULE NO DATE DESCRIPTION CUR 9 ON 20194X NOTE A PLIED DISCIPLINE'S PRWECT 19192.111 PRINTED PERMIT onTE 0212012019 !_ DRAWN BY BTS rUSHEET PHOTOMETRIC PLAN SHEET NUMBER -103.