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Home My WebLink AboutORD 2020-004VICINITY MAP NTS t _Z' 40* — BOUNDARY LINE DATA TABLE — NEC BEARINGDISTANCE PROJECT DATA TABLE S 55-02-02' E 55.62' _41.00' _2 34!57*58" E LOT NUMBER LAND AREA BUILDING AREA USE PARKING PARKING REQUIRED PROVIDED BUILDING COVERAGE LANDSCAPED AREA PERVIOUS SURFACE IMPERVIOUS SURFACE LANDSCAPE PERCENTAGE PROZEN CUST�AR TO 2R, BLOCK I TATE sFPEEI — �E,67oS., --7,6-05SF, RESTAURANT 17 SPACES 21�LPAE I SPACES 5.23% 10o949SYo LR 12, S.F. 3.45' 'tea�S FIRESTONE LOT 1-R, BLIKI _--l-E STREET —F—REVISED — 39,294 S.F. — 6,150 sl`. _-AUTO REPAIR 2 SPACES 5z PAM EL, I IS 6,61% 9,1171,1, S""". SE 233% REtAILIMEDICAL - LOT 1, BLOCK I- TATE STREET— NO. 2 67r936sFE s955 sEm T7711_S__eAC6 AUS J7 ��T 13,173 S.S. �3 7-73 S.F. J63SE, 20.3% CHICK-FILA-LOT2,13LOCKI TArESTREFIPWANO.2 1111213" 1,34. Tl, _E RESTAURANT 41 SPACES 7� PAM —SPACES 8.73% 219 S f T7219 1 48,96Z F. 2.O% RESTAURANT -LOT 3, BLOCK I —ESTREETPIAEA-2 .. 111. 3'632 S.F. NBT—AURANT _42 SPACES 195% 151 L1,P5 I — BOUNDARY LINE DATA TABLE — NEC BEARINGDISTANCE LI S 55-02-02' E 55.62' _41.00' _2 34!57*58" E L3 _N S_34-s7,w IN 41,00' L4 S 34'57-58- W 9.36' L6 N 64'5758* E 20.78' L7 N 34'55'25' E 28.61, 34.81' LR S 00I 1 3.45' LION 0004-25- W 3,45' LIT 89*55'35" E 12.50' — _N 55'08'12" E 19.88' _ L13 N 89*55'35' E_ 28.90' N I 0 25' 50' 1001 1'=50' Conditional Use Permit CU19-36 is a request 0 amend the toam t previously approved site plan of CU12-10 (Ord far automotive r� p U,P.'' plannedcommercialCenter to allow for Vz, repair, specifically to adjust the property lines. VINE STREET F j! co .j A ca Till l CaseName: Multi -Tenant Building Case Number: CU19-36 Location: 1231 William D. Tato Avenue Grapevine, Texas 76051 Mayor Secretary Date: PLANNING AND ZONING COMMISSION Chairman Date: Sheet I of 6 Approval does not authorize any work in Conflict with any Codes or ordinanoes. DEPARTMENT OF DEVELOPMENT SERVICES c,H ti BOUNDARY LINE DATA TABLE N0. BEARING DISTANCE L1 S 55'02'07 E 55.62' L2 N 34'57'58` E 41.00' L3 S 34'57158" W 41.00' L4 S 34'57'58" IN L6 N 64'57'58" E 20.78' LJ N 34'55'25" E 28.61' LB N 89.55.35' E 1 34.81' L9 S 00'0425" E 3.45° LID N 00'04'25 W 3.45' 1_71 N 89'55'35 E12.50' 0 Ex GAs METER LacATuv L12 S 55'06'12' E 19.88' L13 N 89'55'35 E28.90- T ALL REOI�EO PERWIS AL APPROVALS V041LCvr otT-a'R�ACPPCuwEnrs O �f w„ LOT 1-R, BLOCK i i' LOTS 1-R AND 4-R, BLOCK i \ \ � 817 ( T TATE STREET PLAZA REVISED .f CAB. A. SLIDE 2499 / S 5505'00" E 72.34'.I- \ -CX )1.5 ACCESS FSMT. \t �� \ CAB. A, SL 2499 0 10' 20' 40' � � ��\\ .S4j ElwE�t i3 u. \ � � ,P _ � 21 A q; � \ irq�' fe 611 6'L?1107` - -- \ S . \ \. w is Ire �6 / / s \ \oRE VICINITY IAP NISLS /nom 15 + p m 77 I �� \ \ \f /ov w7S LEGEND I 25' _'. /E B \ \. \#� r. FIRE HYDRANT PLLI'-Ji I X.` !y S sET CHISELED 'X" SEI' O% CHISELED 'X' FOUND OF IRON ROD FOUND SIZE AS NOTED) OS n IRON ROD UTI (SIZE E NOTED) -W -- - (} PP OVERHEAD U¶Litt POLE W/ GUY 0 �. couc sowX � � \�Z� �-�� Z is 2r �I � - 15 ( l5 I Ij- 14 J \ /� f. EE�y UNDERGROUND ELEC, OR TELE _ zr ----- N. °� .,z_ 4P. ucrlr POLE a _ V ®. F''j J TATE SOTREEI BLOCK NO. 2 i_ -.-. _ �. 13 7 DC7. \, 5 °wing ' Oco SANITARY SEw�Mo TOLE o $ 41 _ " � $ 1 V _ d ;! CAB. SL -- - - J - �a '� T V'F �`^ t E�,.�E" 0 GY GAS VALLc N e ! _ _» _ I �j P R.T C T. (` 1 W t,S. J,y�� -"w� Q WATER VALVE QTS g 1 2H iJ w NMm I. w k p LS Y�L)t-.11 I EXISTING. RETAIL BLDG. 14 - A Op�� \t'��w" TREE ` W I ti - ," _` ,/JI 27 �11 " _ -_ _ P LS \Ff 9•P, nC� to \ �vN�� / MANHOLE (TYPE AS NOTED) 8.44' a 22 J L� Y`�n �"��^ 84G. awTRAFFIC SIGNAL BOX f0'UAlH`Y EASEMENT i� ft _._ zo 5' n �h '�' \ � ®Trw++sELEC. TRA1,1SFORMER BOX 2499 n tk �. �? QrOREx SLED TRANSMISSION STEEL TOWER UUU 25 14 " 0- UNDERGROUND CABLE MARKER q _ 3 gPACES ® T °t0 L� . i i M SIP tl 8M 2 1 2 \ PA. -..�L 19 Hh m 2 LS �.."'.' 6� Leo. GRALIVE OAK .rw u - 6 \ CRAPE MYRTLE LS i*P p \ .- -� J ,9 FIRELANLA PE AREA _ LS i FIRE LANE s 9T t PS u nw. T of ? r 7- \ 2 to � IS 29 f0 2B k/ - ' / - .� ' 55'02'02" E _ ?6.50' - - - - - - - - - - - - - - - - / Ez. coNc: avM-Tt.�.]��7'-�� TIY� .pTy _ EX. CONC.. PVMT.Y f0 25' ACCESS EASEM£NP `�` / - ! fCM9L GE % ;�t �`-��`^ "'? BENCHMARK - @M 2 ELM29 ( in CAB. A.,SL 2499 9 9 5 \ w ,az 8 3 or 9 of 4 r0 / o b eTFVAnaN R.a<z I , p - a 1H �i OL -, iG w '� 1 6'g' rAawu£kr cur x oN ra+ of NR9 S — _ — — — — — — — — *h ®� O i uoS Or AA WWC ISLAND T 2 '_- W PARKWG or ATF B LS 2 7 LS I /-" I � 2 3 / _ FYRESzoN£ ,2J J 3 J J PACE510 2 H' I! - SPAC S® 8' B V B $PACES`® 9' 72' j 20'R 9 \ft LS a ,', ?,� fff I 27 i i J I J o p • TJ ~ � I� J 6 .54` � O'j' � `� BENCHMARK - 844 5 O � �\ / Ek£va i1CW 6IS.S0 LS xM�b4.. MONUNET+r CUr x tbJ TOP Cf CURB 6 J/ ;- LS 2 ® ? \� /y LOCATNAY STkIJH SYDf dNQPtM LJ (� S 55'02'02" E - 80.42' - lB' �+m^N� vE L5 PWT (kF1Cf RN PROPS S 55'02'02" E - }68.44' Ls \ - / 2 Cp� z M u - 2 / m-- -- ---- — 1 F -- — -- — — vi w° i7 rr7 �R , LOT 2, BLOCK i - ----- H O LZ.- TATE STREET PLAZA NO. 2 ��1� CAB. _ SL ___ 4050' i1 g W ( o 'O-' P.R.T.0 t. _ — onc0x ELEcrRIc SERIES Pia LS LARGE I -� tL i ti OELIVCRY COMPANY, LLC / p¢{ �tA 0 pp ]] le, 25' 15.92` 73 PARKING SPACES 044. (HY SEPAAA7EEASEM�N$iRUMEN7) / pNF ltty0 ¢ CQ E i F.F. = 646.75 u� z .. ®� _ --1 ':il 5200 Buffington Rd. Atlanta Georgia, 30349-2998 sewslorl Mark Date By Mark Date By 0 Mark Date By I INS 02° 12" - 194�76' L 87/.96' \ 1/ 6. ® PROP. muaWari - LAYOUT NOTES ENGINEER: N07ES ❑T PAwrao rRiFNC ARROW 16 EX. WATER ITE7FF .. nrn Q. TONG (REtt�iRNrt. nuMPSTER AREA w/ scREEwnD ® PARKtllC sTAUS / e PAwmD, smRr 27 EX. /nN'EQ POLE ❑ SEATING AREA = 1,334 S. /I - 89 L ALl aN.9TE POna'rRucTroN Ettaet BE R1 ACCOROARf£ wtm CWtR£Nr GI6GY-iX-A SPECpYCArroNS aAm/0.a pTr STANAARO sPEpF/cA TroxtS. 9aEET c -7J Q IX. SRDi KITCHEN AREA 1,346 5 F/200 - 8 W/AE/✓e'VER rs NOItE REs_Pvt.. J❑ MIC4121L CONCREPE CURB (SEE PHONE: 404 765-8000 ( ) 97 OCCUPANTS P. ALL CONSTAUCTbR Af CITY RIBHT-OF-WAYS UwM- Ed5'E1ffMT SHALL RE M O sliv, Li.R 29 MATCH IX. FIFE LANE CONTACT: GETRA THOMA50N-SANDERS ACCORDANCE W TME GTYY $TAR . S"oF__ G .9 mPa 20 awlCriv w;L DDIPGE ® P RAA(4 Pin,_ PARKIN- CN QUTAT1DI& 0 Ex GAs METER LacATuv s www TO ST W- CONSTRPCTpl4 THE CONTRACTOR SMALL MAKE f£RTAW MAVE REEK .'A- NO L=J © 3 \ 6 s Si CYNF9T. 80.497 OF CUR, ALOTE LOT LINF RESTAURANT = 97 OCCUPANTS/3 - 33 SPACES T ALL REOI�EO PERWIS AL APPROVALS V041LCvr otT-a'R�ACPPCuwEnrs ❑7 COALPL7E' PAVEMENT LAmR Er:. �B DENTAL = ® caRsz FACE OF CUR, ALONG LOT UNE' AUTO ACCESSORY = 2,452 S.F./IM-F5 - 22 SPACES 3.289 S.F./200 16 SPACES RECClvE'O ANP TiMRAOPO•AYRRW ALL PLANS AS APPROVED BY ALL OF THE PERMIT- PLANS >ES. Ek SPRtNKLER VAGyE❑� J3 Cawn crxxv -Wr St BET C-7) f 71 SPACES A TME 0O U1CTMT SMALL DM fFE .1 A AMR RM PF 4R /pf6lS .wTTAY' BEFORE RE&MWD EAd1 PIMSE OP '0.NSTRNCINRL i®F�} Aw/CX EX COMMEW/ASHHCT PAwCWWT J L S�L�TpY ./WET (SEE SHEEr C-7) 4 a TYE COMrRacMR l4 RESP -MILL FOR TNC PROTE _ OF ALL EXISTMP UTLLLTES OPRRlS THE ODNSTROCNON Of rS's mo.ECT. 10 FlRE tANF siRMWG / I,. tP IX. TEl.EPflONE PETESTAL Prexmn Rl,a4Suilc INUN-�} SITE DATA SITE S. RCONTR IA FRWS' A LWALL ARCT WITM IYI£ TOPOOiAFfit M VWM PLARS. IRS AE SMALL COMTACr TIE CTN sRAfb MdwAOFR/SW'E'RVASOR YMEIXATEI.Y. IS IX. PGM.f MOUNrfO ]P.VJSYQ4MEF ZOAgNG: CC (CGMAWNme COMMERCf4.J T IA�CR&ONS STroWN ARE TO FALL W OO.RB, MKIl OR AS OiHERWTSE TJ EX. 6Y4lARD LOT AREA: 1.559 AOr'E9 (67,936 SF.) NO EA T4 Fa. BREAKER saY / ELEG AETEF PROPOSED USE- RETAIL fl REFER TO ARPTkTECTAtAt PLANS FOR EXACT I'Dwe OWENSNRfi: f3 a:. Sri~ BALD/NG AREA 8,955 SF FAR.: a J:i O IFALDWO L4 P4FALLEL ANO PERPEM1dLW.AR TO TME NORTEAST PROPERTY LRIE. ❑f6 Ex PALNTED STRIPE PARKING REQUIRED: Tf SPACES PARKING PRONDED: HS .SPACES ro All RAP ARF Y AILSIs OTFERW/SE NOTED D E. YPEC K u S CE BUILDING HEIGH7, I STORY A ALLON GON RO OROwANCE E� rt �p 18 IX. LNJtY POLE PROP. LANDSCAPE AREA 13,77J S.F. (20.27X) L L RM E AY5 UC WN PERroOP II. 19 IX. 1lINDKAP SYMdN. PROP. PAVED AREA 45,328 S.F. (66.72X) I INS 02° 12" - 194�76' L 87/.96' \ 1/ 6. ® PROP. muaWari - APPLICANT: ENGINEER: 76.9 21 Ex. chem RAMP CHICK-FIL-A, INC. BURGER ENGINEERING, LLC _ N 55'0435" W 205.60' nuMPSTER AREA w/ scREEwnD 5200 BUFFINGTON ROAD 17103 PRESTON ROAD, SUITE 180N CONTROL Conditional Use Permit CU19-36 is a re uest to amend the G 7 ATLANTA, GEORGIA 30349 TEXAS REGISTERED ENGINEERING FIRM F-12947 previously site pion of (Ord. 7) for o PLAN 2S Ex. lE°ePM°nE u�aKER PHONE: 404 765-8000 ( ) DALLAS, TEXAS 75248 ®For Permit allow for automotive repair, planned Commpproercial center allow automotive rep a 14 IX. F.AC. L061)K)N CONTACT: GETRA THOMA50N-SANDERS PHONE: (472) 630-3360 G .9 mPa 20 lly to adjust specifically to adjust the property Tines. op []For Construction 0 Ex GAs METER LacATuv EMAIL GETRA.SANDERSOCFACORP.COM CONTACT: BRYAN M. BURGER, P.E. 3 \ 6 s p Store ' 04480 J \ EMAIL: BSURGERDBURGERENGINEERING.COM Date : 11/7/19 Ls Ff 6r s a=aU, _ i mcENa �/ LS N� eAc / f Oy STORE SERIES SHEET TITLE s DIMENSIONAL CONTROL 7 SITE PLAN cP /; 9 �� ®For Permit v DFor Bid G .9 mPa 20 []For Construction Job No. : 013-303 20'P \ 2 3 \ 6 s p Store ' 04480 J \ � Date : 11/7/19 �c Drawn By •RMP LS g55'3�5 Checked By: BMB 328.66' ,,.� t*y 5 8 `?6 4 Sheet / I7ta3 Prexmn Rl,a4Suilc INUN-�} IBURGER Office: 9726?4.33h0 �2(3f133W1 ENGINEERINGFux: P.:9'3 TRPF- P-!2997 LEGEND FAIST. CONTOUR —87— PROF. CONTOUR EXIST. SPOT 111V_ PROP. SPOT ELEV. SHEET TITLE GRADING & ,, 7.—, _�p W." DRAINAGE PROP, TOP OF CURB PIAN ®ForPermit C)For Bid 0 10' 20' 11" 9550 rn PR TOP OF PAVEMENT & TOP COLUMN ELEVATION edo Store . 04480 Ca C. . M . .... Drawn By : RMP 1--j Checked By: 9MB BLOCK I uu i Tan c C-4 ram DI ... 11211 ENGINEERING ne__.,2L.�0.330) F,, 972.6303380 rf,PL P-12997 85.30 TC I'll PLAZA NO. 2 CAB. SL. TOP OF COLUMN ELEVAPON ACCESSIBLE SPACE VAN ADD SSIBLE PARKING SPACE 5200 Buffington Rd. 4 EXISTING. RETAIL BLDG. A.D.A. ACCESSIBLE ROUTE Atlanta Georgia, `x, Can'*Revisions: ✓ F.F. = t648.00 30349-2998 Ep r oi, ♦ N, A% ay Mark Date By FYf2 9 ------NUT— EX CONC. POMT.-/ `C, Mark Date By le 5.2 71U, 1. M Y 1 33' F u jqroc'n 7. E LEGEND FAIST. CONTOUR —87— PROF. CONTOUR EXIST. SPOT 111V_ PROP. SPOT ELEV. 4 Mark Date By R� x � Z-31, -IF roz 47 ry A ow 6 Ar 46 66, 9. !�, SERIES P13 CS LARGE F.F. a 646.75848 25 Tu. lie A6 z 0 -ILI TGR To ENSURE GRADES CONTRAC 91 THIS AREA DO 2X .21 1 IN ANY D)RECnON 2% a ,l AS NX 2 Li 45 c E- 46ro > 47_ PROWDE AT RA CK KNOCKOUT 0 i Dumps W Du&I U �11 - I'll . I - t i 1-, "0 r .j STORE LOT 3, BLOCK 1 SERIES & 141 2 TATE STREET PLAZA NO. .j CAB. SL. P13 IS LARGE I .a P;_�.T.C.T 7� Ic N F.F. 1647.00 8A, C" ASPHALT PVMT. Bass,r 341W N-� UNITED STATES POSTAL SE"R"VICE Ml Or LOT IR, BLOCK I UNITED STATES POSTAL 1\ 'SERVICE ADDITION EX, OIINC, PVM1, CAB. A, SLIDE 4014 3F ��]'NG NOTE� CONSTRUCTION SEQUENCE ALL CONSTRUCTION SHAL! BE N AC,U_ 'UA, A,. S ALL PROPOSED .,I. ARe. AARR., PROPOS@ SPOT f. U.'A. _. R,., .1 STANDARDS A. SPELRTCATUNdt. ELEVATIONS A. WIPONA - ORAWW ARE TO BE US`SU IN THF EYSINIF OF ANY &S EPANAICS. 2 _TALL "' rR __W-- A. ae-ET THAT CAN 2. NON 10 --YO, THE CONTRACTOR —1 MAKE —TAN THAT W IN—L" PRAOR To CLEAR— ALL At"ED JN72WS AND APPROVALS NAVE BEEN MTAIMFO No . Rco, TO SITE 'AN CLEAR LONTTRI/GTION OR IAMCA — —11 -F- — -- AS -CD AND TNOROUSHLY ReYEIVEO ALL —AS AND I MTE --- A. 2RAOIN2 CU-— -..— A. -1 4. -AL1 All — — CONTROL — ARD PC— —1 — DOCUMENTS APPROVED OFMAT O 9Y ALL THE ROT- — BE SMALL REN- -- MEU N A .1 More _TA,LIED N.R To SITE GE.TE—L .-POO-1 a 0.0, "M SAAIACAOM TRAFFIC CONTROL. A. -a-r SHRL SHALL CONFORM TO 'STAM DEPARTMENT OF NOI ANO PLt9UC TRAN$POPTA TON a THE CONTRACTOR , p"eN,,U, FOR THE 1R.TP017.1 OF ALL Q MYALI ALL LOVER.—IM, 1 ISR.— CONTRQL BARR� A. oaCONSTRUCTION$.--'A. 01 IPE�— —_ IoLINE, — - CONSTRUCTION OF - -..C, AN4I CATCH BASKS A. "W. __ 4. TRE CONTRACTOR 11 —1 - -11 - .1 E__ I TPE CONTRACTOR SHALL WRIF ALL E-MO WW- AND AMA __1 .—I _ BENCHMARK - 512 AAD ,,Wm, 'M ClOn,,e, NCEMONO -- A. DW 11 ELEVATIONS — TO —FRUCTIVIN a —IT AOFFSITEOA*T- A.1h.Er CONTROL UAIES UNTIL ALL LUF._ 16.. BEF0.RE COMMENCEMENT I C_1R.CaCN —11 eF WYON.0 a ON AM HAW BEEN HlOROMULCREC OR MOMUMEPdi r x al w � Cuea —w-1 Our x ON a, oUeU MANUAITURFO ACCOROANCC NIM NOF -PE PLAN ANO A W_ Y OF ANY WCACR WO ADAUSTIANYT To JO, ORATE IMUTM TO , meesr, SNOPF SRAM NYLE1 LUCA I TOP TO ACCOMPP- -1 --- IS ACC51TAeLE, I By OOA� RRUXU INC. -nn lVIVAftrSTANQ OF GRASS 6 A— — I 1AIlPY1 -No I Y PAEOUA[OT OF RN Poe, C, Ul. C` MECESSAAY, UPON PROP APPROVALVA1 �NONI 'A OR OWC L� — "ORS", NS TALLER OUT AT ANY WITH EXIS- 9 CONTRACTOR To EN- BRAD S W ACCESSIBLE ROUTE CO NOT E-0 PAVNG 5X IN NH£ AW DIRECTION NIA 211 (FOSS SLOPE. SHEET TITLE GRADING & DRAINAGE PROP, TOP OF CURB PIAN ®ForPermit C)For Bid 0 10' 20' 11" 9550 rn PR TOP OF PAVEMENT & TOP COLUMN ELEVATION edo Store . 04480 Date 7/9/19 Drawn By : RMP CA Checked By: 9MB Sheet uu i Tan c C-4 ram DI ... 11211 ENGINEERING ne__.,2L.�0.330) F,, 972.6303380 rf,PL P-12997 85.30 TC PROP, TOP OF GROUND & TOP OF COLUMN ELEVAPON ACCESSIBLE SPACE VAN ADD SSIBLE PARKING SPACE 5200 Buffington Rd. 4 A.D.A. ACCESSIBLE ROUTE Atlanta Georgia, `x, Can'*Revisions: ✓ 30349-2998 r oi, ♦ N, A% ay Mark Date By )aun `C, Mark Date By 4 Mark Date By R� x � Z-31, -IF roz 47 ry A ow 6 Ar 46 66, 9. !�, SERIES P13 CS LARGE F.F. a 646.75848 25 Tu. lie A6 z 0 -ILI TGR To ENSURE GRADES CONTRAC 91 THIS AREA DO 2X .21 1 IN ANY D)RECnON 2% a ,l AS NX 2 Li 45 c E- 46ro > 47_ PROWDE AT RA CK KNOCKOUT 0 i Dumps W Du&I U �11 - I'll . I - t i 1-, "0 r .j STORE LOT 3, BLOCK 1 SERIES & 141 2 TATE STREET PLAZA NO. .j CAB. SL. P13 IS LARGE I .a P;_�.T.C.T 7� Ic N F.F. 1647.00 8A, C" ASPHALT PVMT. Bass,r 341W N-� UNITED STATES POSTAL SE"R"VICE Ml Or LOT IR, BLOCK I UNITED STATES POSTAL 1\ 'SERVICE ADDITION EX, OIINC, PVM1, CAB. A, SLIDE 4014 3F ��]'NG NOTE� CONSTRUCTION SEQUENCE ALL CONSTRUCTION SHAL! BE N AC,U_ 'UA, A,. S ALL PROPOSED .,I. ARe. AARR., PROPOS@ SPOT f. U.'A. _. R,., .1 STANDARDS A. SPELRTCATUNdt. ELEVATIONS A. WIPONA - ORAWW ARE TO BE US`SU IN THF EYSINIF OF ANY &S EPANAICS. 2 _TALL "' rR __W-- A. ae-ET THAT CAN 2. NON 10 --YO, THE CONTRACTOR —1 MAKE —TAN THAT W IN—L" PRAOR To CLEAR— ALL At"ED JN72WS AND APPROVALS NAVE BEEN MTAIMFO No . Rco, TO SITE 'AN CLEAR LONTTRI/GTION OR IAMCA — —11 -F- — -- AS -CD AND TNOROUSHLY ReYEIVEO ALL —AS AND I MTE --- A. 2RAOIN2 CU-— -..— A. -1 4. -AL1 All — — CONTROL — ARD PC— —1 — DOCUMENTS APPROVED OFMAT O 9Y ALL THE ROT- — BE SMALL REN- -- MEU N A .1 More _TA,LIED N.R To SITE GE.TE—L .-POO-1 a 0.0, "M SAAIACAOM TRAFFIC CONTROL. A. -a-r SHRL SHALL CONFORM TO 'STAM DEPARTMENT OF NOI ANO PLt9UC TRAN$POPTA TON a THE CONTRACTOR , p"eN,,U, FOR THE 1R.TP017.1 OF ALL Q MYALI ALL LOVER.—IM, 1 ISR.— CONTRQL BARR� A. oaCONSTRUCTION$.--'A. 01 IPE�— —_ IoLINE, — - CONSTRUCTION OF - -..C, AN4I CATCH BASKS A. "W. __ 4. TRE CONTRACTOR 11 —1 - -11 - .1 E__ I TPE CONTRACTOR SHALL WRIF ALL E-MO WW- AND AMA __1 .—I _ BENCHMARK - 512 AAD ,,Wm, 'M ClOn,,e, NCEMONO -- A. DW 11 ELEVATIONS — TO —FRUCTIVIN a —IT AOFFSITEOA*T- A.1h.Er CONTROL UAIES UNTIL ALL LUF._ 16.. BEF0.RE COMMENCEMENT I C_1R.CaCN —11 eF WYON.0 a ON AM HAW BEEN HlOROMULCREC OR MOMUMEPdi r x al w � Cuea —w-1 Our x ON a, oUeU MANUAITURFO ACCOROANCC NIM NOF -PE PLAN ANO A W_ Y OF ANY WCACR WO ADAUSTIANYT To JO, ORATE IMUTM TO , meesr, SNOPF SRAM NYLE1 LUCA I TOP TO ACCOMPP- -1 --- IS ACC51TAeLE, I By OOA� RRUXU INC. -nn lVIVAftrSTANQ OF GRASS 6 A— — I 1AIlPY1 -No I Y PAEOUA[OT OF RN Poe, C, Ul. C` MECESSAAY, UPON PROP APPROVALVA1 �NONI 'A OR OWC L� — "ORS", NS TALLER OUT AT ANY WITH EXIS- 9 CONTRACTOR To EN- BRAD S W ACCESSIBLE ROUTE CO NOT E-0 PAVNG 5X IN NH£ AW DIRECTION NIA 211 (FOSS SLOPE. SHEET TITLE GRADING & DRAINAGE PIAN ®ForPermit C)For Bid E]For Construction Job No. 013-303 edo Store . 04480 Date 7/9/19 Drawn By : RMP CA Checked By: 9MB Sheet C-4 BURGER 17103 IW)N DI ... 11211 ENGINEERING ne__.,2L.�0.330) F,, 972.6303380 rf,PL P-12997 We f04! BBw` e' DIAMETER STEEL CR %PE GATE POST TI IT uR1. oP NTNG BELOW ui ICTREFUSE p �`_, HYDRANT RE.PWMING R 4? �� '--- DOUBLE GATE WIhI PREFINISHED i%IPIASLIC LUMBER - S'PWE BOILAROGAiE{'OST ! VCNAMFEREU EDGE - 0 6 ;�. (FARTHCARE PRODUCTS(i.Y/6a5S.50O2) WEATHERED H THRO BOLTED , BEYOND-PABti PT9 _ f `}}y� a PAINT HANDS DARK CARRIAGE BOL PER TRIM BOARD f - CONCRETE 6LAR I FOOTING �. TOP OF EXTERIOR BOND BEAMBRONZE "'(P.x ,' (RL a 151, r 1n a va" � B O i TOP OF INTERIOR BOND BEAM lk l GATE PANEL —� R e FOR .. BLOPE FOR ...AGE RE. PLAN "STORAOF RM FLOOR Y CONCRETE PAVING LEVEL i N HED ANF BRUS POSTFOUNDATION L} �- �., TIE-NSION RE'. STRUCTURAL- - JOINT -RE'. CIVIL REFUSE ENCLOSURE -EX ®•Z REFUSE ENCLOSURE -EX FRONT ELEVATION 1 REFUSE PAD AT CONCRETE PAVING DETAIL D4 i/a"=1'-P 116 , - ORO UTBOTTOMiWOCOURGES SODU TVP AND EXTEND GROUTING -k2 -K I �A DOWNWARD NiTOF00TINGAS SHDWNON STRUCTURAL TOP COURSE TO BE STANDARD FACE CMU TOP COURSE TO BE STANDARD FACE C.UL TOP OF EXTERIOR BONDBEAM ;>. `%' j' DRAWINGS FOOTING -RE: STRUCTURAL ALLOTHERCOURSESTOBESPUTFACECMu-----., _ --- -- - TOP OF EXTERIOR BOND BEAM r^ TOP OF INTERIOR BOND BEAM _ _ __ � ' au orHER couR6Es ro RE sour FacE CMu ---, 8' 0" - TOP OF INTERIOR BOND BEAM �- —.- - - x \ __.. IYY'E%PAN610N JOINT T -4, 4" 7'-4" K I SPLIT FACE GNU I -.tO- fp �i ^ RETESL:B. . - 'HT1 E R STRUCi_ �S 1 C I Bi 1 1 r "... ... I... LEVEL �_A. �I __ __LEVEL - l QEL09 s ��. LINE OF FINISHED" GRADE-RF:GNTL EFUUX- RE EBACK ELEVATION RSE ENCLOS C4 G+2 REFUSE ENCLOSURE EX SIDE ELEVATION REFUSE ENCLOSURE BASE DETAIL C 1 I Y Ir;be �U79 36 t 1231 VAIMBm O Tate AVELUP 1 1 - Gape ne, Tex 6051 1O1 -.BE TO Be STANDARD FACE E.G.TOP OF EXTERIOR BOND BEAM i ALL OTHER COURSES TO BE SPLIT FACE CMU r B -D' TOP OF INTERIOR BOND BEAM I Mayor J SDCIYiary 7':T I ,I - �T IBI ___•- - jj Iil t3 EARTHS RE PREFINLSNED �. TRIM SURROUND f PLANNING AND ZONING COMMISSION { I I 1 - AtHPULLIA6APPA-1 LEVELI I L ....- BY OWNER. Cnairman I �I II B2REFUSE ENCLOSURE • EX SIDE ELEVATION I -- -- I' 4Df6 P_ 4 p4 r oval G COCFIIC( with any COd25 Or O d PaC.P41`. I AR'PUf F'JEVLLO l P rS f - GRAY INDICATES PAINT PTB IN i2S PAINTED STEEL POST CAPS (TYP) THIS DRAWWG TYP _ F PAINT PT9 aT COLLAR I. -(TAP A - ' GREASE FlTTINGS AT EACH REFUSE ENCLOSUREI STORAGE ROOM NOTES P - - STEEL PLATE AND ANCHORAGE 1EOVAL NE 6 HINGE -CREASE HINGES AFTER •• ENCLOSURE ANOMNN 1 IN THE ARCHITECT DWITHR .R C� DIAMETER STEEL DROP RODE I PAPRNG) C;.-. III IY1111-11 STEEL TUBE GATE fRAMEPANT PTA BU LDNG ARE BOTH NOTED WITH flNIBN SLAB AT D'-0'. ACTUAL FINISH N NOT SLAB STAB HEIGHTS WILL VARY BETWEEN MAIN BUtl DINGANDREFUSE ENCLOSURE REFER TO CIVIL FOR ALL FINISH SLAB HEIGHTS, NG CROP ROD GU DE '� ( r , 16 D METER PAINTED 1-1 POSY PAINT PT I.. -9 2 # 12 NTED STEEL EARIHCARE Pe-A.E. MSURROUNC -k2 ANGLES PAINT PT -6 w' D AMETEK OR LLED HOLE PREFN SHED - PLASTIC 6a CONCRE1 I RIVE \ f1 _ LUMBER SEAR THCAREPRODUCT6 +553SU2) WEATHERED - VERTCAL EGGE OF CONCRETE at AD C TO STEEL OOOYA ACHED A _ BEHINO60_LOW GATE „�- ll FRAME H 11— CUIRTAGE ROLTS -a PER TRIM �•� BOARD PAINTHEACGGARK BRONZE - 2'E%PAN60N JOINT RE'CML r a Til I _ Y LEVELI _% i C. -DIT -ANTE -le C VIL - REFUSE ENCOSURE DROP ROD 3-D DETAILI.-" ��N.T.S. '_DROP RODS BEYOND REFUSE ENCLOSURE ELEVATION i 4 '... 3 2 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 M.4YSF 8 ASSOCIATESJNC. n I ! III Pa0a+Gt-�x91 IX.T}O5d, kem' In:al d38 1. St 3198645:0 MweeAsue'Mes.can �S�ff ag0y P I IDA CIA 12 CA 11 PM Q W d W LO O W Fti ZC�� G _ W M3 0. J uj uja M 0 V-0 FSR#04480 w -TNG -111 LS/ALL AT'IASE. rR 1966 �HEDIIE N♦a DAg DESCR PTION 44 P 12. IPM NRA_eY LL REFUSE ENCLOSURE -EXE NOTE: IES FILES FOR THE EXISTING CFA LOT WERE NOT AVAILABLE, A COMPARABLE FIXTURE HAS BEEN USED TO ESTIMATE THE LIGHT LEVELS ON SITE. 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Charman - 'o.o o.o a 00 0.0 '0.01 0.0 `00 i.0 -08 iib=-=O.Z 0. - 02 '01 '0.1 10.1 0.1 0.1 0.1 X0.1 0.7 b.1 0.1 00 00 00 0.0 0 _ I �'0, ---- '---- ..._. - _ _ r,«secs re '00 Do '0.0 b.0 '0.0 -'DA 'O.OI '0.0 '0.1 0.2 X0.5 0.8 0.9 -0.9 0.8 0.8 '0.07 0.7 0.7 '0.7 0.6 06 0.6 0.5 .5 0.5 '0.5 'OA 0.4 '0.4 '0.4 DA 0.3 0.3 `0.2 '0.2 0.1 0.1 '0.1 '0.1 X0.1 0.1 X0.1 0.1 0.1 0.1 `'0�---�O:fl-X8.0-=0-0-__'0.0 '0.0 00 does not a-arnorize any 1011,"/2 co.t!:rl PHOTOMETRIC PLAN (CFR LOTS) dnapres Al 1 - "=20:_0,: 4 3 2 9 Chick-fil-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 I' 1.11 01/06/20 C CURRENT1E3IGN 2019 -XX FD DISCIPLINES PROJECT 19192.MA.5 PRINTED PERMIT 02120/2919 .-N 81 BTS W PHOTOMETRIC PLAN SHEETNUmmR E-1 02. W Q Z W Q LL H LO Q 0 i W !- 1` oX 4 W W J Z 0. J i+ W 0. •w� Cri [` �,nn FSR## 04480 REVISION SCHEDULE NO, DATE DESCRIPTION CURRENT1E3IGN 2019 -XX FD DISCIPLINES PROJECT 19192.MA.5 PRINTED PERMIT 02120/2919 .-N 81 BTS W PHOTOMETRIC PLAN SHEETNUmmR E-1 02. 0 FULL CUT OFF LED L'f LIGHT FIXTURE COLOR OF POLES AND FIXTURES SHALL BE DARK BRONZE, 20' 24" CONCRETE POLE BASE FINISHED GRADE SEE PHOTOMETRIC LUMINAIRE SCHEDULE FOR POLE MODEL NUMBER A4, SiTE LIGHTING POLE DETAIL N.T.S. n Deacnpt- I Symbol Label (Quantity (Manufacturer -- Number Lumens Light Lass 3 Number FF_. Lamps PerlamR Factor 'W9e 40-D-UNV-T3-BZ-HSE t 2 7789 I- 0.9 I 737 40-D-UNV-T4-8Z-HSS- 7 'EATON - LUMARK(FORMER (COOPER I OD1 70 LIGHTING) 1 "3EA7'OtJ-LUMARK(FORMER 60-D-UNV-TS-BZ � J OD2 09 COOPER LIGHTING) 60-D-UNV-T5-BZ s 1 EATON-LUMARK(FORMER 003 Ii .OPER PRV-C60-O UNV T2- (COOPER LIGHTING) 09 1 (EATON-LUMARK(FORMER OD4 09 'iCOOPER LIGHTING) .. ____... +....._t... (EATON-LUMARK(FORMER OOx-i OPER-PR\i C40-D-UNV-T4- COOPER LIGHTING) 69 2 EATON-LUMARK(FORMER CO., VO COOPER LIGHTING) ,. 3 EATON-LUMARK(FORMER ODX-? X0.0 '0.0 o.h \ COOPER LIGHTING) -'"- -_- f- 4 EATON-LUMARK(FORMER ODX4 COOPER LIGHTING) -- Number Lumens Light Lass 3 Number FF_. Lamps PerlamR Factor 'W9e 40-D-UNV-T3-BZ-HSE t 2 7789 I- 0.9 I 737 40-D-UNV-T4-8Z-HSS- 2 7759 0.9 262 70 1 60-D-UNV-TS-BZ � -- 2 178 � i 09 ' 306 I 60-D-UNV-T5-BZ s 2 ...10678 �... _.. - 0,9 il 183, .OPER PRV-C60-O UNV T2- 2 I 10042 09 �I 153 I i -_. .OPER-PRV-C60-D-UNV T3- 2 ! 10029 09 r - 153 OPER PRV-G60-0-UNV T4 2 9993 I 09 153 OPER-PR\i C40-D-UNV-T4- 2 ( 7759 69 131 .S X0.0 VO i 0D 'O.0 0.0 '0.0 '00 a �$0 -O '0.0 0.0 .o \ 1 \ 0, a X0.0 A:6V �QO 0.0A 0.0! 00 �0.0 y10.0 " - 7 EATON-LUMARK(FORMER DEVELOPER PRV-C60-D-UNV-T5- 2 10676 0.9 0OX-5 'COOPER LIGHTING) -BZ 7 LSI INDUSTRIES, INC CRU5-SGLED-LW-30 1 8988 095 CRUS -3 IEnsbng Developer Hubbell LNGLU3K 3-X 1 833 0 95 EXD-i ra, Outtloor-_ au EXD-2 7 LightingNg eloper LMwnia SR LED P1 SR2 30K MVOLT 1 2111 0.95 OD POLE SHALL BE A SQUARE STRAIGHT STEEL POLE BY KW SSP18-4.0-7-BRZ-DM70-BC (Single Luminaire Pole) OD POLE SHALL BE A SQUARE STRAIGHT STEEL POLE BY KW SSP784 0-7-BRZ-DM2180-BC (Double Luminaire Pole) NOTE: PHOTOMETRIC INFORMATION FOR THE Statistics --- ---. EXISTING NON -CFA LIGHTING WAS NOT [ AVAILABLE. Description (Symbol 'Avg ! Mex ( Min Max/Min A g/Min A COMPARABLE METAL HALIDE FIXTURE WAS Cala Zone u1 r i0.7 to 415 f , LI] fc NIA-- WA USED IN ORDER TO ESTIMATE THE LIGHT(Existing CFA Lot '0.0 '0.0 '�A '00 '0,0, CHANGES FOR THE SITE. Summary + 11.8 fc j 7.7 fc A R, 7TOA 18.0:1 `0.0 X00 0�'1 `\`0�/'OL. aap:: idoes r,oc Existing NanCFA LIN r I1.8 fc i Is to ;IbO fc WA NIA ! 129 I :.I'l...,'(i 4 n r CU19 36 5958 ,` t 1731 Wdiam D late Avenue Grapcv n , Te., 76051 ; Mayor Secretary ,},NVVNG AND ZONING COMMISSION `4 NOTE: PHOTOMETRIC PLAN TO BE USED C FA Lot New 13.7 rc a, s tc �o.o is rive N/A Summary I "------- IF LIGHT LEVELS ON SITE ARE TOO BRIGHT. 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'1.6 ` .7 "18 '21 -2.2 I"2.1 2.2 `2.1 9 "2, '22 '27 '4.1 '8.6 '6.6 31 '2.2 '11 -20 `28 '3.8 °2.1 '1.5 `0.6 '0.3 '02 °0.1 0.1 "0.1 '0.1 "OA 0.1 `01 '01� O1-�°91 0;9 `1.0 A 1.3 '1.5 '1.6 i'1S '1.7 X1.7 13 -1.8 1.8 2" 2 9.7 1 '2.1 ',.4 '1.1 '0.9 �0.7 "OB '0.5 '0.4 °0.4 '0.3 '0.2 "0.2 `0.2 `0.1 '0.1 '0.1 '0.1 '0.1 '0 1 '0.7 0 1 'P>.- '0'1 0.1- I _ PHOTOMETRIC I - - (NON 1 _ ._ . _- S o o k��9-��_0._ b�==,h4= gd��r0.�� o �2- 0 D�=.22 �2 ¢,=1 °D,--0� \ 074 ('LAN -CFA LOT) 3 2 9 Chick-fil-A 5200 Buffington Road Atlanta, Georgia D 30349-2998 V-- Kurzymske & Associates 2900 Lebanon Pike, Ste 201 Nashville, Tennessee 37214 Telephone -(615)255-5203 Fax:(615)255-5207 Email: mall@kurzynske.com TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM NUMBER 10225 r J" t !;. X 01/06/20 Q W um LL LU I to w 1110 ti Z ®x Q W n J W W. K 11 C-7 FSR# 04480 REVISION SCHEDULE NO, DATE DESCRIPTION CURRENTDE3IGN ED 2819 -XM Pw OISCPLINE5 PROJECT 19192.MA.3 PRINTED PERMIT DATE 02J20/2019 L DRAWN BY BTS %��► P�f �r�Pw� �m�1a SHEET W PHOTOMETRIC PLAN SHEET NUMBER E-102.