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HomeMy WebLinkAboutORD 2016-080CENTERLOT 3R-1 BLOCK'1' W.R. BOYD ADDITION GRAPEVINE, TX 1.431 ACRES o SEPTEMBER 2016 SHEETINDEX NO. MAIN VICINITY MAP: COVERSHEET < 0 SITE PLAN SCALE NTS GRADING PLAN 0 w N ENGINEER: OWNER/DEVELOPER: ARCHITECT: WILDWO D COTTON PATCH CAFE, INC. Linear Architecture 8 ENGINEERING 600 East Dallas Road LU M 10 EXTERIOR ELEVATIONS Suite 300 Suite 310 105 Decker Court N1lDWpO LL) Ov P CH Suite 910 (817) 865-6510 (972) 929-9226 Irving, Texas 75062 H m (972) 717-5151 PEACH Contact Person: Mike Glenn, P.E. TURNER CAVINE S ¢ SITE o W z W BANYAN o z p m ¢ 0 U) W) U Z COPPELL WALL z ~ TEXAS ES ILL TEXAS Pk S - U) OF E WO TH FRAN LIN m U m WALNU 6 - CANNON w ? COLLIE E O EPSY ® HUDGINS B 14 o SEPTEMBER 2016 SHEETINDEX NO. TITLE VICINITY MAP: COVERSHEET < 0 SITE PLAN SCALE NTS GRADING PLAN 0 w N ENGINEER: OWNER/DEVELOPER: ARCHITECT: 6 GLENN COTTON PATCH CAFE, INC. Linear Architecture 8 ENGINEERING 600 East Dallas Road 8600 Freeport Parkway 10 EXTERIOR ELEVATIONS Suite 300 Suite 310 105 Decker Court Grapevine, Texas 76051 Irving, Texas 75063 Suite 910 (817) 865-6510 (972) 929-9226 Irving, Texas 75062 m (972) 717-5151 a,. Contact Person: Mike Glenn, P.E. o SEPTEMBER 2016 SHEETINDEX NO. TITLE 1 COVERSHEET 2 SITE PLAN 3 GRADING PLAN 4 DRAINAGE AREA MAP 5 UTILITY PLAN 6 LANDSCAPE PLAN 7 ALCOHOL USE SITE PLAN 8 ARCHITECTURAL FLOOR PLAN 9 EXTERIOR ELEVATIONS 10 EXTERIOR ELEVATIONS 11 PHOTOMETRIC 1 T�-.-WALL cvvELL TOTAL HEIGHT IN STORIES Lot 2R, Brock 7 NEW CURB TOTAL HEIGHT IN FEET 125-8" k -rams Esu Tlx S 2.408 S.F. 3.9% W.R FIE yd Center Ae"tion 62,330 S,F. o FLOOR AREA RATIO 0.04 m� TOTAL IMPERVIOUS AREA 0CF9 D211148002 57.9% TOTAL OPEN SPACE 23,545 S.F. 37.8%e arro rr 38,536 S.F. 61.Bo PRT -0 T. 35 ® PARKING PROVIDED _ Bxnry I .nwu _ coua aN LIGHT POLE (NP.) OF CURB UNLESS NOTED. EXISTING ROCK RETAINING ( ®Huosws t}' (RE: ELEC. PLANS) --- WALL W/6' IRON FENCE Bi Rock Ccdomns RII,* Cslumns-\ VICINITY MAP: N89°30'11"E 32fi.31' SCALE: NTS ®® ®® l7 ® ®® ®® - � - - - W - - - - - - - - - - 24- RCP 1 9' B R15' 6 - Y --------- `_-',.. �.� 10 `o > TVP_ 10 m F TYR 9 1}- W., �o 20' R50' _ R3' DUMPSTER ENCLOSURE PER SECTION 50.b.3 (RE: ARCH. PLANS) R3' Fi � 9 R3' R3' T R3' R3' R3' R3' SUMMARY TABLE TOTAL HEIGHT IN STORIES 1 STORY NEW CURB TOTAL HEIGHT IN FEET 125-8" 30' TOTAL BUILDING SQUARE FOOTAGE 2.408 S.F. 3.9% TOTAL LOT AREA 62,330 S,F. o FLOOR AREA RATIO 0.04 m� TOTAL IMPERVIOUS AREA 36,128S.F. 57.9% TOTAL OPEN SPACE 23,545 S.F. 37.8%e TOTAL BUILDING AND PAVED AREAS 38,536 S.F. 61.Bo PARKING REQUIRED 35 ® PARKING PROVIDED 12 INCL, 311; ® 1. CONDITIONAL USE REQUEST FOR THE SALE, STORAGE, AND ON - PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE & MIXED BEVERAGES). 2. THE ENTIRE SITE IS THE PREMISE. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION GENERAL SITE NOTES 1. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLANS INCLUDING ALL NOTES, GRAPEVINE SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARDS OR SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF TH E WORK SPECIFIED. FAILU RE ON THE PART OFT CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL STANDARDS ORO C �MTAI TOT�QjRK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF ER MING TNCRKsN. ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS ANO SPE IFICAAAAT �V.// 2 CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTI SARY PERMITS, LICENSES, ETC. CONTRACTOR SHALL HAVE AT LEAST ONE SE FD ENGINEERING PLANS AND SPECIFICATIONS ON-SITE AT ALL TIMES. 3. ALL WORK SHALL CONFORM TO GRAPEVINE SPECIFICATIONS, STANDARDS AND DETAILS. 4. IF UNFORESEEN PROBLEMS OR CONFLICTS ARE ENCOUNTERED IN THE CONSTRUCTION FOR WHICH AN IMMEDIATE SOLUTION IS NOT APPARENT, THE ENGINEER AND OWNER SHALL BE NOTIFIED IMMEDIATELY. 5, IT WILL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO PROTECT ALL EXISTING PUBLIC AND PRIVATE UTILITIES THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. CONTACT UTILITY COMPANIES FOR LINE LOCATIONS. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL ASSUME FULL LIABILITY TO THOSE COMPANIES FOR ANY DAMAGES CAUSED TO THEIR FACILITIES. 6. CONTRACTORS SHALL BE RESPONSIBLE FOR FIELD LOCATING EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONSTRUCTION, 7. TRENCH SAFETY DESIGN WILL BE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR, CONTRACTOR SHALL SUBMIT DESIGN TO GRAPEVINE ENGINEERING DEPARTMENT FOR REVIEW. 8. STRIPING AND SIGNAGE DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED. 9, ALL FIRE LANES, PARKING STRIPING, HANDICAP PARKING STRIPING AND SIGNAGE ARE TO BE IN ACCORDANCE WITH GRAPEVINE REQUIREMENTS, TYP. 10. THE SANITATION CONTAINER SCREENING WALLS WILL BE THE SAME COLOR, MATERIAL. AND TEXTURE AS THE EXTERIOR WALLS OF THE NEW BUILDING, INCLUDING A METAL GATE, PRIMED AND PAINTED, SUBJECT TO REVIEW AND APPROVAL BY THE CITY PLANNER, 11. THE SANITATION CONTAINER SCREENING WALLS, GATE AND PAD SITE TO BE CONSTRUCTED IN R10' RIS 5.87" 5 92 ACCORDANCE WITH GRAPEVINE DESIGN SPECIFICATIONS, SUBJECT TO REVIEW AND APPROVAL BY _ _ _ _ _ _ ALL ON-SITE ELECTRICAL CONDUCTORS THE SANITATION COORDINATOR. g BIC S89°30'35"W 135.10' - 8!C ASSOCIATED WITH NEW CONSTRUCTION _ _ _ _ _ _ _ _ _ _ _ _ _ _ -� _lament-- - - $HALL BE LOCATED UNDERGROUND 12. THE NEW LIGHTING FOR THE SUBJECT PROPERTY SHALL BE IN CONFORMANCE WITH THE LIGHTING YP, 20' _ Com. A, .St, $857, P. R. TC. T. _ AND GLARE REGULATIONS AS SPECIFIED BY GRAPEVINE CODE OF ORDINANCES- w g_� 13. THE SRE SHALL CONFORM TO GRAPEVINE STORM WATER MANAGEMENT ORDINANCE. A 6957, 1:7F, -T I C b o BOUNDARY LINE NEW CURB W+R — �- 30.1' - 30' 40' � C? Lot 3R1 - W.R Ba}d Cent- A'tion CCF,# 021."-008887 �' P,R.. C. T. T. N 0Y 1 �A HUT 2,408 S.F. o Lot 3R -5Z 8/oc 8.2333 Squore 7. A31 Acres 1 F At m� in Mr EXISTING WATER LINE as EXISTING SANITARY SEWER LINE -__ ALL DIMENSIONS TO FACE EXISTING FIRE HYDRANT ^° EXISTING WATER VALVE ® EXISTING WATER METER Coll ® ❑ OF CURB UNLESS NOTED. EXISTING TRANSFORMER PAD EXISTING TELEPHONE VAULT t}' EXISTING LIGHT POLE --- EXISTING SIGN t DIS' 9' B R15' 6 ------------------ 0 10 a Mutual Acte Eos N C-5. A, . 5851 en CG 021 00888 4 1m R3'T- I � ut II -_ - -R3' - _ - _ _ - _L--. v . - _... " m . 3' U I 6 ? s P. I- a ci 'Water Lr ole ene ----- ---- m ti _-------- uw. 2n55LPg 04, D. T.C.T. ---_-_ D. .I. rr.-- --- x/58 .. _. _ I ,.. \ CCFr$ 021 r6= w,.« P.R .CT. s e wtr � wtr w�tr f� wtr wtr:!�S89°29'18"W 192,18'- wtr SS 59' lG 55 59 5S Sit SS RIO' �Dumpsfsr S,orinktw^' LP t} A 011 R3 BICL-- II R20 19 I I J/ Concrrt,t II LP IIS � 14. ANY PA"tlEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR TO MEET OR IXCEED EXISTING CONDITIONS. 15. MECHANICAL, HEATING, AND AIR CONDITIONING EQUIPMENT IN NON-RESIDENTIAL USES SHALL BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND FROM ADJACENT RESIDENTIAL PROPERTIES. (I WE Lof 4, 81-k J I) I Lot IRF, 81-k J W.R. B.,Id Cenf- Addition W,2 Boyd Center Add, ' II Cab. A, 51. 5851 II I C01)y7 0211148002 P.R. TC -T. 1,p� II II 25' 19' II II 0 10 20 40 PI II Scale: 1"=2D' (I II BIC II O Concrete �I R3' I // R15' �l ' ----------- -�-�`- . R75' ---� - 25' Access & Dratnoge Easement `�_ LANE Cabinet A, 5'ide 5851 I I v SITE BENCHMARK Typ 10' 'X'CUT TOP OF CONC. BIC - ' ELEV.-621.68 --------------- -----------------------------I---I- -------------- m Iv i —wtr vrtr 6 � -w W2r tr- wtrl wt it w — .-wv -eWctg® Wt® wtr_ I _ _ W N - wi ��rP IZ HUT -RESTAURANT ework ss ss ss(nj SMH ss ss ss ss LOT 3R-1 BLOCK'1' W.R. BOYO CENTER ADDITION GRAPEVINE, TX. SSMH Concnate tl 12"=6JL88 �,_ _ EAST NORTHWEST HIGHWAY ACRES (100' PUbhC R.O.W.) — F^ J i SEPTEMBER 6, 2016 ENGINEER: cn'­ OWNER: ARCHITECT: GLENN ENGINEERING CORP.—TALL TIMBERS PIZZA HUT, INC.' LINEAR ARCHITECTURE 105 DECKER CT., SUITE 910 1701 W. NORTHWEST HWY, 8951 CYPRESS WATERS BLVD., SUITE 130 Concrete IRVING, TX. 75062 GRAPEVINE, TX. 76051 DALLAS, TX. 75019 PHONE: (972) 717-5151 PHONE: (972) 929-9226 FAX: (972) 717-2176 FAX: (972) 929-9061 SITE LEGEND BOUNDARY LINE NEW CURB W+R — NEW WATER LINE SS NEW SANITARY SEWER LINE NEW STORM SEWER LINE 0Y NEW WATER METER o NEW SANITARY SEWER CLEANOUT NEW LIGHT POLE _ = EXISTING CURB Mr EXISTING WATER LINE as EXISTING SANITARY SEWER LINE -__ EXISTING STORM SEWER LINE EXISTING FIRE HYDRANT ^° EXISTING WATER VALVE ® EXISTING WATER METER Coll EXISTING SANITARY SEWER MANHOLE ❑ EXISTING WYE INLET EXISTING TRANSFORMER PAD EXISTING TELEPHONE VAULT t}' EXISTING LIGHT POLE --- EXISTING SIGN CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD 16-10 LOCATION: 701 E. NORTHWEST HIGHWAY GRAPEVINE, TX. 76051 LOT 3R1 -B2, BLOCK 1, W.R. BOYD CENTER ADDITION MAYOR SECRETARY PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES zz NW N `L ae V Z 4. Issue Dater Review. Permit CQDSN1Dh01C Scale: 1-20' Drawn BY. KKE Sheet [f " CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING PAVEMENT PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5' CURB OPENING MATCH EX FG 616.901 1 -------'---6'�-- TC 617.50 G 617.00 1 L E ' TC /611 FG 617.60 I G 6 / I / TC 618.95 G 618.45 6{1 6N$ 1 ' c s(ls.zo TC 618.80 8 G 618.30 / / Lot 3R1 a W.R. B yd Center Addition c' C(F PDR 115008687 0 a MATCH EX TC 619.8 TC 620.20 TC 619.13± G 9.3 G 699,70 G 618.63± CONTRACTOR TO VERIFY _ ELEVATIONS OF EXISTING � FG 619.55 V ENT PR OR D rc 617.60 G 617.10 / TC 618.30 / / G 617.60 r FF=620.20 Lot 2R Bloak 1 WR. Boyd Center Addition CCF,y D211148002 P.R. TG T. I Rock Columns -( Rack Ca:'umns -�, / n N89"30' -1"E 326.3 m m - m -�.-�` - - - - - - -62 -'I TC 61920 61'y 7T_ I ( '11Zo - T 6620.30 � 618.7 / Lot3R-B2, Biock 1 82, 33 Square Feet / 1.431 Acres - oCONSTRUCTION ANO NOTIFY T\ ENGINEER OF ANV CONFLICTS o OR DISCREPANCIES. TG I 620.20 ii G 619.70 MATCH EX / v TC 619.44_ - - -. - - TC 619.90 G 619.90 TC 620.95 .132 ", 620.45 S89°30'35"W 135.10' 1 - - - _,� -� o_.�casement 1 - - - - - - - - 1' Cov`a. A, S1. 5851, P ri. TC T A, P.7T 0507 tC7:- Dumpstcr Sprrnk/^r� Area Box () IL TC 619.85 II G 619.35 hN Concrete TC 620.85 I LP <} 7 II G 620.35 / ILot 4, Block 1 I I I Lot 1R7, 81-k 1 / WR. Boyd Center Addition W.R. Boyd Center Addition / r621" DILP¢ I Cab. P.R. T.C. T. 651 I I CCF R?T.Cr � �o IN n TC 621.15 I' G 620.65 TC 620.85 / Conc etc _ JI --�_ 6- P-_��------------ FG 620 35 MATCH EX Aiatual Aa £os ent FG 620.55 TC 621.50± �`= 25' Access & 47anogn Easement Cob. A, ¢� 1..58,51 G 621.00± MATCH EX Cobinea A, Slide 5851 alrf D21$00868 ' TC 621.10± P.R.0.7-. 1 G 620.601 -------------------------- 10' urn'ty_£me,,Bt ',r Cab. 51. CCF, D'4Y1IS+8PJ2, ...GT. ss ye wtr �- wtr wtr m wtr ss s ss ss ss can�te - ssMt1-� rz lE°^=s11.Bs � a lS V \ 060 .0 - TC 621.50 - TC 621.60 c s21.00 G 621.10 h i'2.2�_ll I j,9rC 7. . -----------J-- ------.------ - ------ --4--- -----------_f.--------- cr. _ w -wtr- TC 621.50 -w:rn- >1 G 621.50 _ I w N'V_ _ 8" Wo <r �e.� m m ,192.18'- '4't wtr MATCH EX ss Si,fewotk `'s ss ss .,.s ss ss s T ss � ss �-s� EAS NORTHWEST HIGHWAY J - �/ (100' Public R.O.W.) Canarere Concrete ` / GENERAL GRADING AND DRAINAGE NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND GRAPEVINE STANDARDS AND SPECIFICATIONS. 2. PRIOR TO STARTING CONSTRUCTION. THE CONTFIlC\y SI :ER THA L"j N REQUIRED PERMITS AND APPROVALS HAVE BEE TRU NOR ATIO SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND TH D L AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUT�j,.QiRII�T' IEES. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PlPJJ9 N1G6.}p�CGICATIONS THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITI 4. IN THE EVENT AN ITEM IS NOT COVERED IN GRAPEVINE SPECIFICATIONS, THE CITY ENGINEER'S DECISION SHALL APPLY, 5. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO "STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION BARRICADING AND CONSTRUCTION STANDARDS". 6. THEGENERALCONTRACTOR AND ALL SUB -CONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANY CONSTRUCTION. IN THE EVENT OF ANY CONFLICT AND PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, IMMEDIATELY NOTIFY ENGINEER. MINOR ADJUSTMENTS OF FINISH GRADE TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE, IF NECESSARY, UPON PRIOR APPROVAL OF ENGINEER. PAVING INSTALLED SHALL TLUSH OUT AT ANY JUNCTURE WITH EXISTING PAVING. 7. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION. 9. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ANDIOR ESTABLISH A BENCHMARK (BASE UPON EXISTING CONDITION SHOWN ON THIS PLAN) PRIOR TO CONSTRUCTION. 11. NO GRADING SHALL BE PERFORMED IN AREAS WITH EXISTING TREES. CONTRACTOR TO MARK ALL EXISTING TREES AND FENCE AREA SO THAT THEY CAN BE PROTECTED. 12, GRADING SHOWN IN PAVED AREAS IS FINISHED GRADE. CONTRACTOR SHALL GRADE TO SUBGRADE IN THESE AREAS. SUB13RADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D69B. 13. SUBGRADE TREATMENT BENEATH THE BUILDING PADS IS REQUIRED PER THE REQUIREMENTS OF THE GEOTECHNICAL EXPLORATION ALPHA REPORT NO. G1411T6 DATED JULY 15, 2014 PREPARED BY ALPHA TESTING, INC. GRADING AND DRAINAGE LEGEND FF=546.40 NEW FINISH FLOOR TC 671.50 NEW TOP OE CURB G 671.D0 NEW GUTTER FG 671.65 NEW FINISHED GRADE NEW CURB 545 NEW MAJOR CONTOUR 546 NEW MINOR CONTOUR -3 DRAINAGE FLOW NEW STORM SEWER LINE O NEW CURB INLET - = EXISTING CURB 8 GUTTER -545- - EXISTING MAJOR CONTOUR- - -546- - EXISTING MINOR CONTOUR EXISTING STORM SEWER LINE ® EXISTING STORM SEWER MANHOLE EXISTING CURB INLET 0 10 20 40 Scale: V 20' CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD 16-10 LOCATION: 701 E. NORTHWEST HIGHWAY GRAPEVINE, TX. 76051 LOT 3R1 -B2, BLOCK 1, W.R. BOYD CENTER ADDITION MAYOR SECRETARY I PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES Issue Dates Review. Permit COnAJUCYIOR' Scale: Y-20' - Dravm By. KKE Checked By CMA Project Na X;.xxx)c( Sheet 2 ,J t - - - 24- RCP J-•-- \ \ Bream Lu _-----------6,6� / 1 r STA. 2+20.43 LINE'SS-1' CLEANOUT FL 4"=615.52 L.t 2R, t2, 0 1 W.R. Boyd Canter Add'ttan CGy 02111461002 P.R.7C 7. Rock CWumns-1 N89`30'11"E_326.31 DIMH - / BOUNDARY LINE NEW CURB WTR- STA. 2+45. 4 LINE'SS- -SS- CLEANOUT / 1 FL 4'=615.92 O GREASE TRAP 620 NEW MAJOR CONTOUR 621 (RE: MEP PLANS) - = EXISTING CURB Loi 3R1 EXISTING WATER LINE ,v WR . 8 yd Center Addit- / •. CCF.¢ 0215008687 a - P.R. i.0 T, o 0 EXISTING WATER METER 0 'INSTALL 2" WATER (DOM.) u o O a a 62,833 Square Feet ' b ' o / 1.431 Acres TS o ->- OF 620.20 o / - -621- L.t 2R, t2, 0 1 W.R. Boyd Canter Add'ttan CGy 02111461002 P.R.7C 7. Rock CWumns-1 N89`30'11"E_326.31 DIMH - / BOUNDARY LINE NEW CURB WTR- STA. 2+45. 4 LINE'SS- -SS- CLEANOUT / 1 FL 4'=615.92 O i BOUNDARY LINE NEW CURB WTR- NEW WATER LINE -SS- NEW SANITARY SEWER LINE r 55 NEW STORM SEWER LINE O NEW CURB INLET 620 NEW MAJOR CONTOUR 621 NEW MINOR CONTOUR - = EXISTING CURB wtr EXISTING WATER LINE ss EXISTING SANIT4,RY SEWER LINE / •. (RE: MEP PLANS FOR EXISTING FIRE HYDRANT - CONTINUATION) / EXISTING WATER METER 0 Lot(/R-B2, Back 1 u EXISTWGSTORM SEWERMANHOLE 62,833 Square Feet EXISTING CURB INLET 0 / 1.431 Acres TS EXISTI NGLIGHTPOLE ->- OF 620.20 - -620- EXISTING MAJOR CONTOUR - -621- EXISTING MINOR CONTOUR --620-- - - I /I 0 ------62" / e { o Jt m BENCHMARKS SITE BENCHMARK: SQUARE N.W. CORNER TRANSFORMER PAD ELEVATION=621.68 SITE BENCHMARK: "X' CUT ON CON.. MANHOLE CENTER OF BOYD DR. APPROX. 260' NORTH OF INTERSECTION N.W. HWY. ELEVATION=616.03 0 10 20 40 Scale: 1"=20' F-_®---__®-- _ -- S89°30'35"W 135,i0' / _ _ _ �cosement 1 Cob, A,uSt. 5851, P.R. T'C T. -��- r � a4;:� SfJ7,ent Cut i=A,- Lp I LP 11 (� Concrete � � II % II/ L t 4, 81ock f ( I Lot 1R7, B•'ock 1 Boyd Centar Adde'tiet W.R. 5oyJ Center Add tion /' ( Co9..R 5< . I ( CCF P.RZra T. 111480 621 I PR.7GT. 1 I IW AND CAP 2" WATER (DOM.) N II � to II I I II II I q STA. 1+1T58LINE'SS-2' / 1 J II Cencrete ��I CLEANOUT I J IJ / FL4"=613.18 /p \� 19 --- I 6 1 STA. 0+79.73 LINE'SS-1' INSTALL 2" WATER (DOM.)-� / CLEANOUT UW -1 Ac¢e Ease -t 25' gcsess &Drainage E Bement FL 4"=613.28.5851 Cabinet A, S,4 5851 INSTALL: 0 CCF 021 00868 j 1-1}'2' SERVICEWITH 6`k P,R. CL i -�1 1Yz" METER (DOM.) ( f INSTALL: I ---------- --- `"�� ------------ -- -- 1-1}'i' SER VICE WITH ------ ------------.----------------... / INSTALL:' 1-1" SERVICE WITH 1" METER (IRR.) ----------t`----1 f 1 STA. 0+35.27 UNE'SS-2' CLEANOUT J I) IJ �- FL 4"=612.35 9 / 62M1 �4 ®® - wtr wtr wtr �-7 SSMH Cn�.tete FZ 12"=er1BB e�� I - ------------- ne• j I- A:R. CI �------- p- 2, P. :CCL m1 / V doter -t- Wtr -rrtr r wt n-� 6--" w- 621 wv -- �- 'W 192.18'- wtr 8" W°�%Tr vAC. Imo. wttti wlI wtr , r--�a4G'- ,,.-�-- wt - ss s ss ss 57Ytewm,� ss 1 / / FEX12"=611.88 EA�TdflRTHWEST HIGHWAY(100'Public R.O.W.) 0 LINE'SS' (2) 4" SANITARY SEWER O EX. SSMHCcncrete611.8812.002.00 cen�rere GENERAL UTILITY NOTES t EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUG ATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTORJe,�P,Ij%HAT NEIT TH E OWNER NOR THE ENGINEER ASSUMES OR IMPLIES ANY REBPON L 'rr URA F T /47p,EP 2. THE CONTRACTOR ISTD VERIFY LOCATION AND ELEVATION OF EXIS S (IJM}"�( ��i ANY PROBLEMS OR DIFFERENCES TO THE ENGINEER PRIOR TO COUCTIO�ANCE'-'ll HE 3. ALL WATER AND SANITARY SEWER TRENCHES SHALL BE BACKFILL NCTCOG SPECS, 1985 EDITION, AS AMENDED BY GRAPEVINE. TEXAS, IN ADD TION PLUMBING CODE, ALL BACKFILL SHALL BE FREE OF OBJECTIONABLE MATERIALAND SHALL BE COMPACTED TO A MINIMUM OF 95%, PRIOR TO PLACEMENT OF THE NEXT LOOSE LIFT, 4. THRUST BLOCKING FOR WATERLINES HAS BEEN OMITTED FOR CLARITY, HOWEVER THRUST BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GRAPEVINE STANDARDS. S.TOP OF WATER PIPE TO BE 4 FEET BELOW TOP OF NEW GRADE OF ADJACENT CURB UNLESS OTHERWISE SHOWN. 6, UNLESS OTHERWISE NOTED, ALL CONSTRUCTION OF WATER AND SANITARY SEWER MAINS SHALL BE IN ACCORDANCE WITH THE GENERAL CONTRACT DOCUMENTS AND GRAPEVINE STANDARDS. 7. THE CONTRACTOR SHALL CONNECT WATER AND SANITARY SEWER SERVICES TO BUILDING PLUMBING WITHIN 5 FEET OF THE BUILDING. 8. AIL SANITARY SEWER AND WATER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH GRAPEVINE STANDARDS. 9. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GRAPEVINE PRIOR TO STARTING CONSTRUCTION. 10. FIRE HYDRANTS SHALL MEET THE GRAPEVINE FIRE DEPARTMENT STANDARDS. iI . CONTRACTOR TO ADJUST TOPS OF ALL MANHOLES TO MATCH FINISHED GRADE- 2. RADE2. CONTRACTOR TO PROVIDE VALVES ON ALL DOMESTIC AND FIRE LINE WATER LATERALS. ALL FIRE LINE LATERALS SHALL ALSO HAVE 4" DOUBLE DETECTOR CHECK ASSEMBLY INSTALLED, 13, WASTE WATER MAIN SHALL BE SIZED AS SHOWN AND PVC SDR 35, 14. SPECIAL CARE SHALL BE TAKEN IN ADHERING TO THOSE SPECIFICATIONS REGARDING PIPE JOINTS, PIPE EMBEDMENT AND TESTING OF INSTALLED PIPE. 15. DOMESTIC WATER LATERALS AND METERS TO BE SIZED AS SHOWN. 1 B. ALL WATER AND SANITARY SEWER MAINS SHALL HAVE A 10 FOOT LATERAL SEPARATION, 17, EACH WATER SERVICE CONNECTION SHALL HAVE BACKFLOW PROTECTION. 18. MINIMUM COVER OVER WATER MAIN IS 48" FROM NEW GRACE. 19. CONTRACTOR SHALL INSTALL ONE I8'JOINT OF SDR -26 PIPE (PRESSURE RATED) ON ALL SANITARY SEWER LINES WHEN CROSSING WATER LINES. THIS JOINT OF PIPE SHALL BE CENTERED ON THE WATER LINE AND SHALL BE ENCASED IN TWO SACK CEMENT STABILIZED SAND 2' IN EACH DIRECTION PER TNRCC STANDARDS. 20. WATER MAIN SHALL BE PVC C900 CLASS 200 DR -14- 21, SANITARY SEWER SYSTEM SHALL BE PRIVATELY MAINTAINED. UTILITY LEGEND BOUNDARY LINE NEW CURB WTR- NEW WATER LINE -SS- NEW SANITARY SEWER LINE NEW STORM SEWER LINE O NEW CURB INLET 620 NEW MAJOR CONTOUR 621 NEW MINOR CONTOUR - = EXISTING CURB wtr EXISTING WATER LINE ss EXISTING SANIT4,RY SEWER LINE -"' • EXISTING STORM SEWER LINE EXISTING FIRE HYDRANT w EXISTING WATER VALVE 0 EXISTING WATER METER 0 EXISTING SANITARY SEWER MANHOLE EXISTWGSTORM SEWERMANHOLE EXISTING CURB INLET 0 EXISTINGTELEPHONE MANHOLE TS EXISTI NGLIGHTPOLE ->- EXISTING SIGN - -620- EXISTING MAJOR CONTOUR - -621- EXISTING MINOR CONTOUR CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD 16-10 LOCATION: 701 E. NORTHWEST HIGHWAY GRAPEVINE, TX. 76051 LOT 3R1 -B2, BLOCK 1, W.R. BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET; 1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES ill h - Issue Dates Review. Permit Construcdon I Sheet 5 L.1 2R, 81Ocb 1 W.R. 9al•d Center Addition cca'pD21n4eaD2 P.R. 11 T. ROCK COLUMNS ROCK FETtJNINC ( 6' IRON FENCE 1yt $9'3Q'11" E 326.31' (N 89"28'12" E) CIRF I 4DUrainoge Easement CCF f D211157692 P. -------------- -- -- HOLLY A.: Lof 3R1 W.R. Ba)d Center Cob. A, SL 5851 P.R. T. G T. ' A:. . o A� 0 ti• 4, Slide 5851, P.R. T. C.7 ": ;..•.:•'�• D211148002, P.2 TC.T roam pk noll found -------------------------- -LIVE OAK --------------- .----------------- ..._ ®las ,wR WUANTTY 5YMWL CALLOUT N SCIENTIFIC NAME II Gat 4. 81.0 1 1 11 it W.R. B rd Center Addif., 1-1. oak Cermet a slide 5,151 N ' _ II All 1 4 DB. HOLLY CEDAR ELM Ig m m -------------------------------------------------I- ,.ltiNll 06 - - - - - -� Shurxrd Red Oak ca..er•am sHmxaVJp MILGN IPP 0 (S 89'28'12" W 135.00' deed) II 6'PERIM. LANDSG 5 89'30'35" W 135.10' //\� 9 _ 1 CEDAR ELM - ` :s'urrtyE_:ement� y'_usnec ..-.".:•. 2 l------------------^- Cab. AfgSsl. 5851, P.R. T.C, T., Mil r—o"d ecrapy 7 --1 �� ARE4 4DUrainoge Easement CCF f D211157692 P. -------------- -- -- HOLLY A.: Lof 3R1 W.R. Ba)d Center Cob. A, SL 5851 P.R. T. G T. ' A:. . o A� 0 ti• 4, Slide 5851, P.R. T. C.7 ": ;..•.:•'�• D211148002, P.2 TC.T roam pk noll found -------------------------- -LIVE OAK --------------- .----------------- ..._ ®las ,wR .. CONPJ2-lE PAEMENt'- I II .! II WUANTTY 5YMWL CALLOUT N SCIENTIFIC NAME II Gat 4. 81.0 1 1 11 it W.R. B rd Center Addif., 1-1. oak Cermet a slide 5,151 N ' _ II � I 1 4 DB. HOLLY CEDAR ELM Ig m m -------------------------------------------------I- ,.ltiNll 06 - - - - - -� Shurxrd Red Oak ca..er•am sHmxaVJp MILGN IPP 0 (S 89'28'12" W 135.00' deed) II 6'PERIM. LANDSG 5 89'30'35" W 135.10' //\� 9 _ 1 CEDAR ELM - ` :s'urrtyE_:ement� y'_usnec ..-.".:•. 2 l------------------^- Cab. AfgSsl. 5851, P.R. T.C, T., Mil r—o"d ecrapy 7 --1 �� ARE4 II 64cuRB .. CONPJ2-lE PAEMENt'- I II .! II WUANTTY 5YMWL CALLOUT N SCIENTIFIC NAME II Gat 4. 81.0 1 1 11 it W.R. B rd Center Addif., 1-1. oak Cermet a slide 5,151 N P.R. T. C. T. _ II `Ioo II 1 4 N ' mm it 3' wiper, 10'-12' Ht! ,.ltiNll t REO OAK Shurxrd Red Oak ca..er•am sHmxaVJp mil �N II II //\� 9 _ 1 0 Lot 1R1, Block 1 W.R. Boyd Cer Addition # D211148002 P.R.T.C.T. 141,218 Squar Feet 3.242 Acres TREE YAUPON I G" ! XhicRE PAVOIENT-) 25' Access & i Drainage Easement CON -t A s'da I D.E.HOLLY --- ' vA 111 IIV\ it 16 p II I I II .. - .. •,; ..,•-•.'-- 10' UtI(Ity Easerlent _ _ - --- ---------------- 1 t r-� Cabinet A, Slide 58t V 1e 11 r I X I CCF # D211148002, R R 1 "Yen J ---------_ _----_-- L--------- \ Z—__— -' ---------------------------- �d @ _EAST NORTHWEST HIGHWAY _ (100' Public R.O.W.) CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 and PD 16-10 LOCATION: 701 E. NORTHWEST HIGHWAY GRAPEVINE, TX. 76051 LOT 3R1 -B2, BLOCK 1, W.R. BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 60"1 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES N O R H O 20 40 5CALE: I" = 20'_0" LANDSCAFE TABULATIONS INTERIOR LANP!U APIN(5 10% OP PARKIN& TO BE LANDSCAPED, I TREE PER 400 SP OF REEL LANDSCAPE, 12 SPACES MAX, TREE AND ISLAND AT END OF ROWS, ISLANDS NOT REWIRED POR PARKINS LOTS LESS THAN 35POO SF. TOTAL PARKIN& AREA24 5� LANDSCAPING REWIRED (24,649 SF X 10% _) EXHIBIT 2, 5P:',. LANPS'-'APIN6 PROVIDED TIE' 5 REWIRED (2,465 5F / 400 5F = ) TREES PROVIDEV I� . PERIh1ET%R LANDSCAPIN& PARKINS AND VER USE AREAS SCRE-NIM FROM ADJ. PROP. AND/OR 511;tEET5, LIVIN6 SCREEN 50' AT INSTALL, AT STREET IV LANDSCAPE, AT AT ADJ. PROP. IO' LAND5GAPE, I TREE PER 50 LF OF BUFFER, EAST NORTHYCST HIGHWAY 142 LF TREES REWIRED 6112 LF / 50 LP =) 4 TREES TREES FTROVIDED 4 TREES YEST 10' 192 LF TREES REQUIRED (265 LF / 50 LF =) 6TREES TREES PROVIDED 6 TREE. NORTH 10' 526 LF TREES REQUIRED (326 LF 1 50 LF = J Y TREES TREES PROVIDED 7 TRff SOUTH 10' 05 5F TREES REWIRED 055 LF / 50 LF =) 3 TREES TREES PROVIDED 3 TREES EAST IO' 208 LF TREES REQUIRED (205 LF / 50 Lr- =) 5 TREES TREES PROVIDED 5 TREES NDN -VEHICULAR OPEN SPACE 5TRUCILKE5 TREATED WITH LANDSCAPE TO ENHANCE APPEARANCE, Ir1% OF SITE DEV. TO FEATURE LANDS -C, 50% OF THAT IN FRONT YARD NOWRES. TRES RATIO BASED ON % OF SITE IN NON -VER OPEN SPACE, REAR YARD E74CESS LANDSCAPE NOT USED TO MEET MIN. OPEN SPACE. SITE AREA 62,333 SF LANDSCAPE AREA RECYARED (62,333 5F X 15% _ ) 4,350 SF LANDSCAPE AREA PROVIDED (4082 FRONT YARD) 15,TT3 5F LANDSCAPE TRE -.5 REQUIRED (4,850 SF / 2.500 5F =) 4 TREES LANDSCAPE TREES PROVIDED 4 TREES IMOATION NOTE, ALL YW5WIRED LANDSCAPE AREAS SHALL BE PROVIDED KTH AN AUTOMATIC UNDER61ROUND IRR16AT1ON SYSTEM YUTH RAIN AND FREEZE SENSORS. IRRI6A71 ON SYSTEM SHALL BE DESIONED BY A QUALIFIED PROFESSIONAL AND INSTAL.ED BY A LICENSED IRRI6ATOR. TREES WUANTTY 5YMWL CALLOUT COMMON NAME SCIENTIFIC NAME SIZE 6 CONDITION 4 t UNE OAK 1-1. oak cuarcw vrgttlma 3' aalper l0'-11' HtI 4'-S' epre J, 6<8 atrak�hE 6tYk NII nxrdsd mlopy 4 3' wiper, 10'-12' Ht! t REO OAK Shurxrd Red Oak ca..er•am sHmxaVJp 4'-+S' sP'-sod BIB etragMt trulk Tali ra.Med amopy //\� 9 _ 1 CEDAR ELM calm Elm uirccx u•olanona s• capper, l0'-12' tit/ 4'�' .P -sad, s<B eo-nlgnc r„m� 2 j\\4' {/{ Mil r—o"d ecrapy s' wilper, 10'-l2' NkJ 2 P15TACHIO Chtroae M tachlo n't-L chir-11 4'3' spread, S<IS eh -al jt tr.* .11 r -min 1--P9 15 L '\\) D. WILLOW Desert "it— allopeb 11O—a 6' ht, s' --v spread pwitahor 5!4' wiper par l k, a trt k In. b' 1&14' Gontatrar. IRM YALPON Ya,pon L1p Ilex vanikorW Wraod, tamiw - heat' barrbd "^VV^vv++// h'ee toren, IM»A to 4' SHRU85 QUANTITY SYMBOL CALLOUT COMMON NAME SCIENTIFIC NAME 51ZE AND CONDITION 15 O D.Y. HOLLY Dwarf Y-pon Holly Ilex Vomltorla Nana' Nil to n, ib' M114 -spread, tsshy, cy olnd 255 Q P.S. HOLLY Amor Eurrord Holiy Ilex corrwta N—' 30- H .A p -.d, bushy, 35 0 STIPh �x g� Stipa te.•yiaaMa I ejollon 4 d RED YUCCA Red YuccaNlopr•Iae 1 gallon GROUNDGOVER QUANTITY SYMBOL CALLOUT COMMON NAME SGIENT IFIG NAME SIZE AND CONDITION AS SHOWN 50D �. Bertf1�a CV -i- dactyl- Sod refer to epealilcatlgns A5 SHOWN+r'i'—I+ SEED C 13—da CyF don dactylon SeedA+ydramuch refer to sP—:?k l— M1 SGELLANEQU5 AS SHOWN EDGE LF. Ryerson stool edge 1!e° x 4" Nith 12' stokes, green h color AS SHONIN D. 6RANITE Deco Deed 4' thick compacted decomposed granite. To be between I/2 to I" below curb ar adlaeerlt Granite pavement. Separated at r�-ass cross bye eI edging. 2 M 1.0E I,y BOIADER 40OYe(t los., bay > ' 400 to 900 pouMe each LANDSCAPE CONTRACTOR 5HALL VERIFY ALL PLANT G2UANTITIE5 Z Nw U Review. 07.29.2016 Permit SCaiE Drawn By. 1==2Q'-0` Checked By. WA Sheet 6of11 m CONDITIONAL USE REQUEST CU16-25 IS A REQUEST TO ALLOW THE POSSESSION, STORAGE, RETAIL SALES AND ON -PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER AND WINE ONLY) IN CONJUNCTION WITH A RESTAURANT WITH DRIVE-THROUGH SERVICE, OUTSIDE DINING, AND OUTDOOR SPEAKERS. PLANNED DEVELOPMENT OVERLAY PD16-10 IS A REQUEST TO DEVIATE FROM BUT NOT BE LIMITED TO STANDARDS RELATIVE TO LANDSCAPING. OCCUPANT LOAD CALCULATIONS (TABLE 1004.1.1, 1004.7 & 1004.8): BUILDING SQUARE FOOTAGE: FIRST FLOOR: 2,495 S.F. TOTAL: 2,495 S.F. AREA OF USE: RESTAURANT FOOTPRINT: 2,495 SF COMMUNITY COMMERCIAL REQUIRED PARKING FOR BUILDING USE: RESTAURANT: 1 SPACE / 3 PERSONS TOTAL REQUIRED: 1D5 PERSONS/3 PERSONS/SPACE = 35 SPACES TOTAL PROVIDED: 72 SPACES 72 TOTAL SPACES PROVIDED ZONING DISTRICT: R MF -2 RESIDENTIAL MULTI -FAMILY NORTH SITE � SIT SCALE. 1/8"-1'•0" EAST NORTHWEST HIGHWAY (100' PUBLIC R.O. W J NORTH PARKING PLAN T J)MAKLE 1 �=40?� 0 50 100 150 CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 &PD76-10 LOCATION: 751 W NORTHWEST HIGHWAY GRAPEVINE,- 76DS1 LOT 3R1 -B, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: SHEET: 1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 0 D Agr<',I, o rozsy OFZ a o c 0 O c T o_ S Y ~ 0 'n V ` ammm� U o;ou L �m Um O ••m� O oo'o ..p JOB NUMBER 16.128 SHEET TITLE SITE PLAN SHEET NUMBER irApolts I AREA (SQ.FT.) OCCUPANTS GROSS IBC FLOOR AREA 2377.00 IXEDS 13FIXEATS(BOOTHS) 1930 22.0 22ffiXuIBBBim ASSEMBLY (DINING) 316.00 21.07 28.00 ASSEMBLY (BAR) 70.60 4.70 7.00 STORAGE 12.20 0.04 1.00 Page g� QUEUE 36.20 7.24 8.00 RESTROOMS + CIRCULATION 515.20 5.52 8.00 81.00 OUTDOOR OCCUPANTS 24.00 24.00 TOTAL OCCUPANTS 91.01 186.00 TOTAL BLDG. CONC. SLAB AREA 2464.57 WALK-IN COOLER / FREEZER AREA 197.60 LOT SIZE: 62,333 S.F. 1.431 ACRES BUILDING SQUARE FOOTAGE: FIRST FLOOR: 2,495 S.F. TOTAL: 2,495 S.F. AREA OF USE: RESTAURANT FOOTPRINT: 2,495 SF COMMUNITY COMMERCIAL REQUIRED PARKING FOR BUILDING USE: RESTAURANT: 1 SPACE / 3 PERSONS TOTAL REQUIRED: 1D5 PERSONS/3 PERSONS/SPACE = 35 SPACES TOTAL PROVIDED: 72 SPACES 72 TOTAL SPACES PROVIDED ZONING DISTRICT: R MF -2 RESIDENTIAL MULTI -FAMILY NORTH SITE � SIT SCALE. 1/8"-1'•0" EAST NORTHWEST HIGHWAY (100' PUBLIC R.O. W J NORTH PARKING PLAN T J)MAKLE 1 �=40?� 0 50 100 150 CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 &PD76-10 LOCATION: 751 W NORTHWEST HIGHWAY GRAPEVINE,- 76DS1 LOT 3R1 -B, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DATE: SHEET: 1 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 0 D Agr<',I, o rozsy OFZ a o c 0 O c T o_ S Y ~ 0 'n V ` ammm� U o;ou L �m Um O ••m� O oo'o ..p JOB NUMBER 16.128 SHEET TITLE SITE PLAN SHEET NUMBER irApolts I BACKUP KEG: BOTTLE BEER AND WINE I !I I � I L/ L.,' O u 'fir --1 IF I I l I MUG CHILLER - L _ _1 i WINE FRIDG J WER, INE FDGE U CONDITIONAL USE REQUEST CU16-25 IS A REQUEST TO ALLOW THE POSSESSION, STORAGE, RETAIL SALES AND ON -PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER AND WINE ONLY) IN CONJUNCTION WITH A RESTAURANT WITH DRIVE-THROUGH SERVICE, OUTSIDE DINING, AND OUTDOOR SPEAKERS. PLANNED DEVELOPMENT OVERLAY PD16-10 IS A REQUEST TO DEVIATE FROM BUT NOT BE LIMITED TO STANDARDS RELATIVE TO LANDSCAPING. ALCOHOL CONSUMPITON AREA DINING + PATIO = 970 + 593 = 1563 SO FT 0 PLUMBING FIXTURE CALCULATION FLUMVNS LOAD CALOA.ATION (TABLE 2402.1) Te"L WOOD TBLE UBE O CC.IA'ANGY LOAD tBi YLoMEN Ae�Y'A2' 61 34 54 OUTDOOR SMATINS 2+ 12 12 TOTAL 105 55 55 F1_UM5IN6 OAL.CULATION, LOT 3RI,B, BLOCK 1, WR BOYD CENTER ADDITION REFER TO PLUT6I1,16 FIXTURE TABLE 24O2.I MEN ViOMEN UNISEX MIER CLOSETS REQUIRED (I PER 7S) I i O WATER CLOS PROVIDED I i O URINAL PROVIDED _ _ - LAVS RE6VIREO (I PER 200) I I O LAVs F4ROVIDED I I O VAMill II � ��I�1'�1111�1'�1�►�fI r— BOTTLE BEERS AND PEPSI DRAFT BEER TAPS SPEAKERS BY INSIGNIA AREA OF 120W 2WAY INDOOR -OUTDOOR SPEAKERS ALCOHOL MODEL NS-OS112 BLACK PURPOSE: EXTENSION OF INTERIOR CONSUMPTION ENTERTAINMENT SOUND SYSTEM. DAYS & HOURS OF OPERATION AREA OF MON-THU 11:00 AM TO 9:30 PM CIRCULATION FRI-SAT 11:00 AM TO 10:00 PM SUN 11:00 AM TO 9:00 PM NORTH =AW=rl'�. TOTAL SEATING 55+24=79 _ BUILDING FOOTPRINT 2,495 S.F. J i ----- SEATING SCHEDULE DESCRIPTION # OF T;aeLES # OF PEOP ` BiT 6 Y d4 --P IWOODT BLE 4 0 t� 0 �., of a a a a 77 0 EPEO AR.Le `° G W a X4295 qTF OP 1 4 01 £0 =C= �O C 24 O O C 6 T o 60 n O £ 3 N U OV\ "j o- • m �m v�COni (V � omc x oyoza CASE NAME: PIZZA HUT Te"L WOOD TBLE i CASE NUMBER: CU16-25 &PD16-10 o LOCATION: 751 W NORTHWEST HIGHWAY v V 1 K W000 LE ABL OO TAB I LOT 3RI,B, BLOCK 1, WR BOYD CENTER ADDITION 64"W a. 48" p SHEET TITLE DATE: BOOTH 30W 5 PLANNING AND ZONING COMMISSION 36"SQUARE METAL PATIO 6 CHAIRMAN TABLE C) CHAIR 6 TOTAL Of 24 0 t� 0 �., of a a a a 77 0 EPEO AR.Le `° G W a X4295 qTF OP 1 4 01 £0 =C= �O C 24 O O C 6 T o 60 n O £ 3 N U OV\ "j o- • m �m v�COni (V � omc x oyoza CASE NAME: PIZZA HUT JOB NUMBER CASE NUMBER: CU16-25 &PD16-10 o LOCATION: 751 W NORTHWEST HIGHWAY v V 1 v GRAPEVINE, TX ]6051 LOT 3RI,B, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SECRETARY SHEET TITLE DATE: PLANNING AND ZONING COMMISSION FLOOR PLAN . CHAIRMAN DATE: SHEET NUMBER SHEET: 2 OF 5 APPROVAL DOES NOTAUTHORIZE ANY Of WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES NOTE SIGNAGE VENDOR TO PROVIDE TRANSFORMERS TO GC PRIOR TO INTERIOR DRYWALUNG. GC TO INSTALL TRANSFORMERS 12" MINIMUM ABOVE TRUSS BEARING LINE AND STUB OUT ELECTRICAL PER LOCATIONS SHOWN. ROUTE ALL CONDUIT IN THE EXTERIOR VW,AU_. NO CONDUIT IS TO PENETRATE THE ROOF. 4) EXHIBIT a SIGNAGE DETAIL NTS IJ MATERIAL SCHEDULE ITEM ELEC BUILDING TOTAL SYMBOL PRODUCT PRODUCT MANUFACTURER COLOR TOTALAREA=0F REMARKS 1� MASOONRY IDENTITY WOOD TOTALAREA 5198 SHERWIN WILLIAMS#SW7514 TOTAL AREA EXCLUSIVE OF 4368 75 CROSSVIU E DOORS AND WINDOWS IDENTITY WOOD 1❑ EIFS 2613 �2 TILE 655 4� STANDING SEAM 498 [6 LAP AND GAP SIDING 602 - WINDOWS AND DOORS 830 MATERIAL SCHEDULE NTS I H GENERIC MONUMENT SIGN NTS I E MISCELLANEOUS A. SEE SHTA1.1'WINDDW TYPES"FORWINDOW ELEVATIONS. B. SEE SCOPE OF WORK FOR RESPONSIBIUTIES. C. CONTINUE WALL FINISHES BEHIND ALL SIGNS, LIGHT FIXTURES, LADDER, COLLECTOR HEADS, DOWNSPOUTS AND ELECTRICAL SWITCHGEAR(PANELS SEALERS (REFER TO SPECS): A. SEALANTATALL WALL AND ROOF PENETRATIONS B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL @ WINDOWS. LEGEND: VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS, CANOPIES, AND SIGNAGE. G.C. TO COORDINATE WORK OF ALL TRADES WITH THIS WORK. PORCELAIN TILEL 11 5/ ROSSVILLE. - SEE E TERIOFINISHSTACKED SIZE: ACTUAL 11 5/8x231/2K7/16-SEE EXTERIOR FINISH SCHEDULE ITEM #2 GROUT: CUSTOM BUILDING PRODUCTS #60 CHARCOAL CORNERS: SCHLUTER, QUADEC, ANTIQUE BRONZE. STANDING SEAM METAL PANEL- SEE EXTERIOR FINISH SCHEDULE ITEM #4 LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM #7 ffMLAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM #6 ''.. GENERAL NOTES I F QTY. ITEM ELEC 1O 1 SYMBOL PRODUCT MANUFACTURER COLOR ALTERNATE MFR. REMARKS 1� LAP AND GAP SIDING IDENTITY WOOD FRESH CRUST i"EIFS SHERWIN WILLIAMS#SW7514 ❑2 TLE W/ SCHLUTER OUTSIDE TRIM CROSSVIU E BASALT #AV225 - 12x24 NOMINAL IDENTITY WOOD LAP & GAP SIDING "CAST IRON" © PRE -FINISHED METAL CAP - CLEAR ANNODIZED ALUM, - - ❑4 STANDING SEAM DMI 11-2016, SPITE RED - - ❑5 NOT USED - - - - DBR SIT SWIRL GRAPHICS SEE DTL J/A4.0 LAP AND GAP SIDING IDENTITY WOOD 'EXTRA MUSHROOM" THIN BRICK GLEN GERY "MILWAUKEE" ❑7 PAINT SHERWIN WILLIAMS FOOTHILLS#SW7514 - ❑8 ALUM OUTSIDE SIDING TRIM IDENTITY WOOD TO MATCH PRODUCT #1 OR #6 - y ALUM INSIDE SIDING TRIM IDENTITY WOOD TO MATCH PRODUCT #1 OR #6 - SIGNAGE & AWNING SCHEDULE D `a EXTERIOR FINISH SCHEDULE G GENERIC MONUMENT SIGN NTS I E MISCELLANEOUS A. SEE SHTA1.1'WINDDW TYPES"FORWINDOW ELEVATIONS. B. SEE SCOPE OF WORK FOR RESPONSIBIUTIES. C. CONTINUE WALL FINISHES BEHIND ALL SIGNS, LIGHT FIXTURES, LADDER, COLLECTOR HEADS, DOWNSPOUTS AND ELECTRICAL SWITCHGEAR(PANELS SEALERS (REFER TO SPECS): A. SEALANTATALL WALL AND ROOF PENETRATIONS B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL @ WINDOWS. LEGEND: VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS, CANOPIES, AND SIGNAGE. G.C. TO COORDINATE WORK OF ALL TRADES WITH THIS WORK. PORCELAIN TILEL 11 5/ ROSSVILLE. - SEE E TERIOFINISHSTACKED SIZE: ACTUAL 11 5/8x231/2K7/16-SEE EXTERIOR FINISH SCHEDULE ITEM #2 GROUT: CUSTOM BUILDING PRODUCTS #60 CHARCOAL CORNERS: SCHLUTER, QUADEC, ANTIQUE BRONZE. STANDING SEAM METAL PANEL- SEE EXTERIOR FINISH SCHEDULE ITEM #4 LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM #7 ffMLAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM #6 ''.. GENERAL NOTES I F O HOOF -TOP EQUIPMENT, SEE MEP DRAWINGS O DURO-GUARD METAL COMPRESSION SYSTEM INDICATES ROOF OR PARAPET BEYOND O PREHNISHED BLACK GALY, MTL. SCUPPER AND DOWNSPOUT PER IPC EXTEND TO FACE OF CURB (6" MIN.) AT 45`. SEE DETAIL 11/A7.0 PREFINISHED BLACK GALV. MTL. OVERFLOW SCUPPER PER IPC _ SEE DETAIL 18/A7.0 © WALL LIGHTING. SEE ELECTRICAL DINGS. 7� HM. DOOR AND FRAME. SEE DOOR SCHEDULE 27A7./ O PIPE BOLLARD. SEE CIVIL DWGS, O HOSE BIBB, SEE DETAIL 6iA7.0 10 ALUMINUM STOREFRONT DOOR AND,'OR WINDOW. SEE WINDOW TYPES 51AIA 11 ROOF LADDER WITH SAFETY CAGE PER CODE, REF. WALL SECTION ZA5.2 12 0.09 LIN. ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH, AS NEEDED, (aD WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR 14 WALK-IN COOLER. 15 GAS METER AND REGULATOR, REF. PLUMBING DWGS. (aD CO2 TANK & WALL CONNECTION, REF. SHEETS A2,0 & A2.1 22' T.O. PLATE T.OT . PLAPLATE 171'-I 1I 11 B.O. TRUSS I -1%1-$, 0 1-$, T.O. S AB RIGHT SIDE ELEVATION 1/4"=P -D" CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD16-10 LOCATION: 751 W NORTHWEST HIGHWAY GRAPEVINE, TX 76051 LOT 3R1 -B, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 3 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES NOT USED NTs g 17 V-REVEALJOINT, SEEDETAIL3/A7.0. KEY NOTES 06.01.2016 CUP 0 Q 0 CONTRACT DATE: QTY. ITEM ELEC 1O 1 DBR 30" PIZZA HUT SIGN SEE DTL J/A4.0 X 2O 1 DBR 72" DIAM. SWIRL SIGN SEE DTL J/A4.0 X O3 1 DBR 12" CANOPY "PICK UP" SIGN WITH LED SEE DTL. J/A4G X 4O 5 DBR 12- CANOPY SIGN WITH LED SEE DTL J/A4 0 X OS 2 DBR CANOPY WITH LED DOWNLIGHTS SEE DTL J/A4.0 X © MISC DBR METAL BEAR§ WITH LED SEE DTL J/A4.0 X O7 MISC DBR SURFACE MOUNTED LED SEE DTL. JIA4.0 X OB 0 DBR RECESSED PARAPET LED SEE DTL. J/A4.0 X O9 1 DBR HEIGHT INDICATOR X 10 1 DBR SIT SWIRL GRAPHICS SEE DTL J/A4.0 X 11 1 •DBR METAL BEAM/COLUMN SIGNAGE & AWNING SCHEDULE D O HOOF -TOP EQUIPMENT, SEE MEP DRAWINGS O DURO-GUARD METAL COMPRESSION SYSTEM INDICATES ROOF OR PARAPET BEYOND O PREHNISHED BLACK GALY, MTL. SCUPPER AND DOWNSPOUT PER IPC EXTEND TO FACE OF CURB (6" MIN.) AT 45`. SEE DETAIL 11/A7.0 PREFINISHED BLACK GALV. MTL. OVERFLOW SCUPPER PER IPC _ SEE DETAIL 18/A7.0 © WALL LIGHTING. SEE ELECTRICAL DINGS. 7� HM. DOOR AND FRAME. SEE DOOR SCHEDULE 27A7./ O PIPE BOLLARD. SEE CIVIL DWGS, O HOSE BIBB, SEE DETAIL 6iA7.0 10 ALUMINUM STOREFRONT DOOR AND,'OR WINDOW. SEE WINDOW TYPES 51AIA 11 ROOF LADDER WITH SAFETY CAGE PER CODE, REF. WALL SECTION ZA5.2 12 0.09 LIN. ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH, AS NEEDED, (aD WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR 14 WALK-IN COOLER. 15 GAS METER AND REGULATOR, REF. PLUMBING DWGS. (aD CO2 TANK & WALL CONNECTION, REF. SHEETS A2,0 & A2.1 22' T.O. PLATE T.OT . PLAPLATE 171'-I 1I 11 B.O. TRUSS I -1%1-$, 0 1-$, T.O. S AB RIGHT SIDE ELEVATION 1/4"=P -D" CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD16-10 LOCATION: 751 W NORTHWEST HIGHWAY GRAPEVINE, TX 76051 LOT 3R1 -B, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 3 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES NOT USED NTs g 17 V-REVEALJOINT, SEEDETAIL3/A7.0. KEY NOTES 06.01.2016 CUP 0 Q 0 CONTRACT DATE: BUILDING TYPE: DBR 30F PLAN VERSION: 014.00.00 SITE NUMBER: 312076 STORE NUMBER: N/A PIZZA HUT 751 E. NORTHWEST HIGHWAY GRAPEVINE, TX 76051 6 � LEM REALTY, LTD. PLOT DATE: 08,10.16 CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD16-10 LOCATION: 751 W NORTHWEST HIGHWAY GRAPEVINE, TX 76051 LOT 3RI-B, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 4 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 22'-8` _ T.O. PLATE `i' T.O. PLATE 15'-4' _ •' T.O. METAL -A5 B.O. TRUSS 110'-0" B.O. SUNSL{.SDE W TO SLAB 4 5 4 3 A5.1 AS.t AS.1 AS -1 0 6 2 3 WALL RETURN ,� TO MATO ❑6 122'-6" _ — — — _ — T.O. PLATE _ _ 2 3 120'-6' _ T.O. PLATE .._.;. .., .. .. ., .... ...... .. _ _ t t' - a�L_. SEE SHEET A4.0 FOR I. KEYNOTES. 125'_6" T 0. PLL�TE PLATE T.O. PLATE 120'-8 T.O. PLATE _ METALACCENT _ 1111-1 112° B.O.TRUSS 110'-0" B.O. AWNING T.O. SLAB REAR ELEVATION 1;4"=r-1" Page 2 3 } 125'-8' {� 3 T.O. PLATE Y 0 T.5 - fl PLATE 12 -P' _ T.O. PLATE CONTRACT DATE. BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 5 ,�. ,.r..., .:.. :.: <...>.. :r ... .. __ .'c.. ..:''.:; �• I 0 I O TO MATCH SCHLUTE. TRIM AT EDGES OF TIL.E SEE SHEET A4.0 FOR I. KEYNOTES. 125'_6" T 0. PLL�TE PLATE T.O. PLATE 120'-8 T.O. PLATE _ METALACCENT _ 1111-1 112° B.O.TRUSS 110'-0" B.O. AWNING T.O. SLAB REAR ELEVATION 1;4"=r-1" c Page 2 3 } 125'-8' {� 3 T.O. PLATE Y 0 T.5 - fl PLATE 12 -P' _ T.O. PLATE c CUP E } 0 e t ... .: •.a . r ('. , CONTRACT DATE. BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 5 ,�. ,.r..., .:.. :.: <...>.. :r ... .. __ .'c.. ..:''.:; �• 71$'4° T. 1A ALA NT 0. ET CCE 9 TO ❑6 EO. .,.';;. �'EO'�� a •� 111-i 1 2 ._: ;:'::-.,;.,•. O. TRUSS Y B.O. SUNSHAQE <a v k ` c 11 10 I � I j O t SCHLUI-ER TRIM AT �.,. .,: :.• t( OUTSIDE EDGES TILE i + r 100' 0.. T.O. SLA 7 9 TO MATCH 77 B 9 TT25 8_ _ .O. PLATE _ 122 6_ T.O. PLATE T7154 .0. METAL AI �- 111'-1 1/2" . - �l B.O. TRUSS 110'-0" B.O. AWNING SCHLU OUTSIL T..O. 1O. a SLAB SEE SHEET A4.0 FOR KEYNOTES. LEFT SIDE ELEVATION 114"=r -D` 1 A SEE SHEET A4.0 FOR KEYNOTES, 2Lr- T.O. PLATE '7# 115'-4" 1L ACCENT 111'-1 1(z" 3.0. TRUSS 110'-D° iUNSHADE 101'-0.. T.O. SLAB FRONT ELEVATION 114° = 1'-C A MO1.2016 CUP A 0 CONTRACT DATE. BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: DBR 30F 014.00.00 312078 WA PIZZA HUT 751 E. NORTHWEST HIGHWAY GRAPEVINE, TX 76051 r 9 LEM REALTY, LTD. EXTERIOR ELEVATIONS 10 of I i PLOT DATE: 08.10.16 0 Calculation Stmtt�xy Label rt g MJ - O,61 1 3,5 0.0 VEHICULAR GUREACE 1.68 1 3.5 I 0.4 YU8. 15 LID:T LOVELS ARE FAINTAINED =--CAN =—, INITIAL LEVELS ARE SLIGI-TLY HIDER ED LDING 1,;I(2WZ— IS NOT INCLUDED IN THE PHOICME`.IRY CALCULATIalS AS I= IS NO P-*l!X0HETRFC LATA AVAILABLE. AS, PER LIGHTING EA{TNT-�,THC LIGIT TMDUCED BY THE rROPOSED PIZZA RUT SIGNAGE h111 BE INSIGAEFIC4-Tr AT GROUND LEAT1. 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I] b, Za1, t,, t., b., b.r L, b, b, 1, b.v b, b, b.. b, 1- 1, 1, 1 1 1, 1, 1, 1 to 1 1., V, t.c 2 I- L, 1., 1,., t., X :? b.c b, I, b b. I I I.,I 5 2. , T s tl f., b. b, t�� stSY""g'.N.t'i'1U 4.z fi, ( L.v t� D G:o t, D.o / J BF= b± t.2 I., t., b,, 5.i I., t., V, I., I b, t.0 1., I.. b.v I, b, t t I., Le o i., I.s IB I I, b., I, b, 1, b, 1, b., b., I., b., Vo t, 1.. 1, t I b I • t I, I, b, t . . . . . . . 1, t.o L., 1,, b, b, t 1, FL t t, b., b, n.P--Yd V, b., b. 0 1 1, 1, b.2 1. b.o b 1, 1, fab 58 1 PIZZA HUT BUILDING t, b 1� b, I., b, b, to b,o t:b, V I. I 4 ... b .. t tl, b.� t, 1, t, b b., to t b, b.. b, ta t, b B U A 1. b., b b, t J bV. t t. b., b., b. I, t, 1,.r b, I, � t, I , b., t, 1, b, t, b.o b b.2 b, V I J, b, b, b.a 5.a b.c b.a ba b., t I s t.a b.v t..'t No b t, t.c b t, � b - t b, t b b, t.. 9 I., I - I b.2 b, b., b., b.o t, b b, t.. 1,o I.. b, V. b, I.. ik,41 b, I, to I, b.o 1, T, t. I, b , I t, b , I., 7 7 7 7 t, t.v t.o b., t., b.2 t. '.1 b.. b.o b.v b.. t.. 1, b, 1, u b� 1, 10 r t:b, 1, �t,`II""tet b 1, t�� b, I.. b, b" t.2 b, I b -I 11 ,1- 1055, IA� I). b.2 I., b, by 11 t, t., b 'I b., b, t.1 b, I, 1 '.2 b.: I, b, t-, 1" 1, t., I b., t, b, b, I., t, S 0 9.' 2 8" 142"" w 2 6 9�. 3 C" 9 2 9 8 w 8 2 8_1 1 2 - 11 , 11 ... . . . . . S " 2 8 5 w 2 6 9 5 6 EXHIBIT P Page PIZZIA HUT EAST tl=�W-;T bW. av,PEVINE, Tx PREPARED BY: JOHN EU11E ACCUSERV LIGH71IL 6 ETYUPMEEff 877-707-7378 502-961-D357 jbujake@ac-se— AUGUST 3U, 2016 ba b., b.v 1.. t.. 1, 1.. t, t.v t.r b, b., t, Iz 1, , is 1, b, t, 1, b, b, 1,, is 1, b,x t., t., t, t.o 1a t, t.°. I.. b.a b.o t.o b.. b.v I.. t.v b.o b,a b.a t.a t, t.a to 1,.a U.o F.v 1,. 1, CASE NAME: PIZZA HUT CASE NUMBER� CUIG-25 &PDlDIQ LOCATION: 751 W NORTHWEST HIGHWAY EAST NORTHWEST HIGHWAY GRAPMNE, TX 7 051 LOT 3R3,S, BLOCK 1, WR BOYD CENTER ADDITION MAYOR SE-RETARY -I':— PLANNING AND ZONING COMMISSION CHAIRMAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DATE: SHEET: 5 OF 5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES Ml, Of 7 o EPEO A 1429"w OF" wz9 305 NUMBER 16.128 SHEET TITLE SHEET NUMBER 11 of 11