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ORD 2016-081
PIZZA HUT LOT 3R-1 BLOCK'1' W.R. BOYD CENTER ADDITIOKi GRAPEVINE, TX 1.431 ACRES I VICINITY MAP: SCALE: NTS EXHIBITTo 1C .�N) Page _L_ of NO. MAIN 1 COVER SHEET 2 SITE PLAN 3 GRADING PLAN 4 DRAINAGE AREA MAP 5 UTILITY PLAN 6 WILDWO Q ALCOHOL. USE SITE PLAN 8 ARCHITECTURAL FLOOR PLAN 9 EXTERIOR ELEVATIONS W W EXTERIOR ELEVATIONS 11 PHOTOMETRIC \N 1: 0 P CH PEACH CANINES ¢TURNER SITE LU W z BANYAN z 0 m ¢1-- z LU U) V) 0 z COPPELL V) WALL F- R Z TEXAS ES ILL TEXAS Pk OF E WO TH FRAN LIN z T- C) m WA NU'- 6 P CANNON w COLLIE E OSY 0 HUDGINSB 14 VICINITY MAP: SCALE: NTS EXHIBITTo 1C .�N) Page _L_ of NO. TITLE 1 COVER SHEET 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 ENGINEER: OWNER/DEVELOPER: ARCHITECT: COTTON PATCH CAFE, INC. Linear Architecture MGLENN ENGINEERING 600 East Dallas Road 8600 Freeport Parkway Suite 300 Suite 310 105 Decker Court Grapevine, Texas 76051 Irving, Texas 75063 Suite 910 (817) 865-6510 (972) 929-9226 - Irving, Texas 75062 (972) 717-5151 Contact Person: Mike Glenn, P.E. WALL PIZZA HUT e e TOTAL HEIGHT IN STORIES i STORY Lot 2R, Block 7 TOTAL HEIGHT IN FEET 125'8' j i - rsw.s ss LL Tsxas 2,408 S.F. 3.9% TOTAL LOT AREA - WR 8.,,d Center Addition FLOORAREA RATIO 0.D4 NEW LIGHT POLE N�H� 36,128 S.F. 57.9% TOTAL OPEN SPACE =111,1211148002 37.8% TOTAL BUILDING AND PAVED AREAS 38,536 S.F. ewo TN_ PARKING REQUIRED 35 ® r -C r T2 INCL. 3HC EXISTING SANITARY SEWER MANHOLE ❑ EXISTING WYE INLET PLN INON �a ma 6 EXISTING TELEPHONE VAULT EXISTING LIGHT POLE -^' EXISTING SIGN I A coLLe 6 LIGHT POLE (TYP.) EXISTING ROCK RETAINING s HuosiNs ° 8 to {RE: ELEC. PLANS) WALL W/6' IRON FENCE I VICINITY MAP: Rack Columns -I Ror1c Columns f N89°30'11'E 326.31' e e -- -- _SCALE: NT$,. e e e e e e e e e .� e --- e e e e e e e —1 -- -24"RCP 1 ---��� -- --- --- ----1 10 Hio I Tt2>, I 7T 9� TYP. 11-91—�-7TWpT �� Cot3R1 WR Boyd ^,X - Add'tian CCFg ©215008687 r,C Z R3' DUMPSTER EN( SECTION 50.b.3 (RE: ARCH. PLA R3' R30' R10' III (I 9 -R3,_.,,. R20 13 ®: ( `30.1' 30' I I r uP T1 � HUT ( R15' ------ ---------- 0 C n m ------ -I -R3' -� -- 3 m� R3' R3' N R3' R10' d 9, m m TYP. RIO' R20' R15' % 5.87 20' R3' R3' E SUMMARY TABLE PIZZA HUT e e TOTAL HEIGHT IN STORIES i STORY NEW CURB TOTAL HEIGHT IN FEET 125'8' 40' TOTAL BUILDING SQUARE FOOTAGE 2,408 S.F. 3.9% TOTAL LOT AREA 62,330 S.F. o FLOORAREA RATIO 0.D4 NEW LIGHT POLE TOTAL IMPERVIOUS AREA 36,128 S.F. 57.9% TOTAL OPEN SPACE 23,545 S.F. 37.8% TOTAL BUILDING AND PAVED AREAS 38,536 S.F. 61,8% PARKING REQUIRED 35 ® PARKING PROVIDED T2 INCL. 3HC EXISTING SANITARY SEWER MANHOLE 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 THE WORK SPECIFIED. FAILURE ON THE PART OFT CONTRACTORTO FAMILIARIZE HIMSELF WITH ALL STANDARDS ORO C TAI TOT�'QLRK SHALL IN NOWAY RELIEVE THE CONTRACTOR OF ER MI NG 71Nd2K IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFIC )q VV 2, CONTRACT OR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTI SARY PERMITS, LICENSES, ETC. CONTRACTOR SHALL HAVE AT LEAST ONE S D 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 PIANNER 11, THE SA RATION CONTAINER SCREENING WALLS, GATE AND PAD SITE TO BE CONSTRUCTED IN e 5 92' ACCORDANCE WITH GRAPEVINE DESIGN SPECIFICATIONS, SUBJECT TO REVIEW AND APPROVAL BY _ ALL ON-SITE ELECTRICAL CONDUCTORS THE SANITATION COORDINATOR. C e e S89°30'35W j3 5.10 e 87C ASSOCIATED WITH NEW CONSTRUCTION 12. THE NEW LIGHTING FOR THE SUBJECT PROPERTY SHALL BE IN CONFORMANCE WITH THE LIGHTING _ _ _ _ _ _ _ _ _ sment - SHALL BE LOCATED UNDERGROUND �Cab. A,VSL 5857, P.R. T.C.T - AND GLARE REGULATIONS AS SPECIFIED BY GRAPEVINE CODE OF ORDINANCES. ��'Curb 13. THE SITE SHALL CONFORM TO GRAPEVINE STORM WATER MANAGEMENT ORDINANCE. Oumpstsr .SonnA•/e.• LP -¢' C t I Aran Box (2) 9.9' R3' BIC (' . I-- 7 II 9 -CJL.i J Concrete II ILP4� � II I 14, ANY PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR TO MEET OR EXCEED 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. ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED. 6[�� 11 _ TYP, - t S 1- I 14, Mutual Acces� Eos en Gob. A, 5851 CCFg 021 0086'8 P.R. C T. � 9' ---------------- Dory 027 ---------------027002, P.R..G . wtr wtr wtr wtr wir e ss ss col ss ss ss stnr L Water G 'W 192.18'- wtT ss ss I� II N II II � 1o' �, II II B`iC t II concrete JI Jj 1 P --.—--------------------------�__-�•--s�----------- 25'A--c`= h Droinogs Easement �� Cabinet A, 57ide 5851 I SITE BENCHMARK 10' I) 'X' CUT TOP OF CONC. B/C 1 ELEV.=621.68 - i-- -- - - - _ - �-----------I�---I-Q-------------- -w .......... xkr tr wt tr w I - w ,rPLZZA HUT -RESTAURANT �SSLH es ee LOT 3R-1 BLOCK'1' W.R. BOYD CENTER ADDITION SSMH GRAPEVINE, TX. contrera FL 12'=611.86 1.431 ACRES u _EAST NORTHWEST HIGHWAY _ _ (100'Public R.O.W.) � � V SEPTEMBER 6, 2016 ENGINEER: CQ" OWNER: ARCHITECT: GLENN ENGINEERING CORP. -TALL TIMBERS PIZZA HUT, INC.- LINEAR ARCHITECTURE AAA �i 105 DECKER CT., SUITE 910 1701 W, NORTHWEST HWY. 8951 CYPRESS WATERS BLVD., SUITE 130 py Concrete IRVING, TX. 75062 GRAPEVINE, TX. 76051 DALLAS, TX. 75019 V PHONE: (972) 717.5151 PHONE: (972) 929-9226 FAX: (972) 717-2176 FAX: (972) 929-SD61 SITE LEGEND PIZZA HUT e e II W E LOCATION: NEW CURB M — ' ( Got 4, @lock 1 I Lat 1R7, Block 1 40' NEW SANITARY SEWER LINE �) WR, Boyd Cen£e,^ AdVIIM- W.R. B Center Add'tlon Cob. A, Sl, 5651 (I I GC. g 011i1480D2 PR. r.C.T. a st o NEW SANITARY SEWER CLEANOUT �� III II � NEW LIGHT POLE _ = EXISTING CURB 25' 19' N II ss EXISTING SANITARY SEWER UNE ( D 10 20 40 II II I EXISTINGSTORM SEWER LINE --1 EXISTING FIRE HYDRANT 18 Swle: 1'=20' ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED. 6[�� 11 _ TYP, - t S 1- I 14, Mutual Acces� Eos en Gob. A, 5851 CCFg 021 0086'8 P.R. C T. � 9' ---------------- Dory 027 ---------------027002, P.R..G . wtr wtr wtr wtr wir e ss ss col ss ss ss stnr L Water G 'W 192.18'- wtT ss ss I� II N II II � 1o' �, II II B`iC t II concrete JI Jj 1 P --.—--------------------------�__-�•--s�----------- 25'A--c`= h Droinogs Easement �� Cabinet A, 57ide 5851 I SITE BENCHMARK 10' I) 'X' CUT TOP OF CONC. B/C 1 ELEV.=621.68 - i-- -- - - - _ - �-----------I�---I-Q-------------- -w .......... xkr tr wt tr w I - w ,rPLZZA HUT -RESTAURANT �SSLH es ee LOT 3R-1 BLOCK'1' W.R. BOYD CENTER ADDITION SSMH GRAPEVINE, TX. contrera FL 12'=611.86 1.431 ACRES u _EAST NORTHWEST HIGHWAY _ _ (100'Public R.O.W.) � � V SEPTEMBER 6, 2016 ENGINEER: CQ" OWNER: ARCHITECT: GLENN ENGINEERING CORP. -TALL TIMBERS PIZZA HUT, INC.- LINEAR ARCHITECTURE AAA �i 105 DECKER CT., SUITE 910 1701 W, NORTHWEST HWY. 8951 CYPRESS WATERS BLVD., SUITE 130 py Concrete IRVING, TX. 75062 GRAPEVINE, TX. 76051 DALLAS, TX. 75019 V PHONE: (972) 717.5151 PHONE: (972) 929-9226 FAX: (972) 717-2176 FAX: (972) 929-SD61 SITE LEGEND PIZZA HUT e e BOUNDARY LINE LOCATION: NEW CURB M — NEW WATER LINE SS— NEW SANITARY SEWER LINE NEW STORM SEWER LINE a NEW WATER METER o NEW SANITARY SEWER CLEANOUT NEW LIGHT POLE _ = EXISTING CURB wtr EXISTING WATERLINE ss EXISTING SANITARY SEWER UNE -' -" - EXISTINGSTORM SEWER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE ® IXISTINGWATERMETER EXISTING SANITARY SEWER MANHOLE ❑ EXISTING WYE INLET EXISTING TRANSFORMER PAD EXISTING TELEPHONE VAULT 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 is H� of leftLtjo CC k wo W 'z Z5O J Z1;1~U z '" O N E Y 1 LLP I i I 1111Si �1i�-gip - `Ef, N Lw N° U Q, f'► Revisions Issue Dates Review. Pemit construction' scale Drawn B),. KKE Checked By. cw Project No: XX•XXX-M Sheet 2 !, CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING PAVEMENT PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, Lot 2R, Block r W.R. Boyd Cent- Addition CCF1 8211148002 P.R. T.C. T. IY 5' CURB OPENING I MATCH EX FG 616.901 Rock Columns Rook Colunns -�� s i N69030'11"E 326.31' - - - _ _ _ - _ -62 24" RCP \ 78� I I _ i .. \ 6rs -L _'. 2O- --. '.TC 620.80 !m / A-4 TC 619.20 TC 619.90 1 G 620.30 -'--------6--TC 617.50 G618.70 G619.40 1 o iT�1-1 /611 FG 617.60 ! - wtr ss as � ss r / TC 617.60 FF=546.40 I Loi/3R-B2, Block I G 617.10 TC G 6117.407,40 TG 618.30 / FG 617.60 / 62,533 Squore Feet G 617.80 FG 671.65 / 1.431 Avec NEW CURB 545 FF=620.20 TC 618.80 I 31- DRAINAGE FLOW G 618.30 TC 618.95 a TC 618.50 -545- EXISTING MAJOR CONTOUR. TC 618.00 EXISTING STORM SEWER LINE ® G 618.45 G 618.00 G 618.00 w1q/ TC 619,00 � G 618.50 Z� ) l Lot -TRY o W.R. B yd Cent- Addition o?! / . FG 618.70[4 CC�FpP 8215008687 :EIP.R. LFG6200 T.C. T. FG 619.20 64 � o 0 I aMATCH EX TC 619.8 TC 619.131 G 9.3 ' 71 G 618.63± o - CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING N PAVEMENT PRIOR TO ----- y CONSTRUCTION AND NOTIFY o\ ENGINEER OF ANY CONFLICTS ! o OR DISCREPANCIES. y MATCH EX I / a_--_----- TC 619.44±- _ - q G 618.94± / U / / c a--------- -'" - wtr ss as � ss r / TC 617.60 FF=546.40 I Loi/3R-B2, Block I G 617.10 TC G 6117.407,40 TG 618.30 / FG 617.60 / 62,533 Squore Feet G 617.80 FG 671.65 / 1.431 Avec NEW CURB 545 FF=620.20 546 I 31- DRAINAGE FLOW NEW STORM SEWER LINE TC 618.95 NEW CURB INLET TC 618.50 -545- EXISTING MAJOR CONTOUR. TC 618.00 EXISTING STORM SEWER LINE ® G 618.45 G 618.00 G 618.00 w1q/ TC 619,00 � G 618.50 FG 618.20 / TC 619.70 G 619.20 / . FG 618.70[4 � LFG6200 / o FG 619.20 = FF=546.40 I Loi/3R-B2, Block I - NEW TOP OF CURB 62,533 Squore Feet NEW GUTTER FG 671.65 / 1.431 Avec NEW CURB 545 FF=620.20 546 I 31- 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 ® FG 619.55 FG 620.00 TC 62020 G 619.70 TC 619.90 G 619.90 \I I I 6 TC 621.75. m _ G6 12 P2.,. -------------- ICcb. A,u51. 5851, PR, TCT Cut � =Lob_ A. ,. ,_� >�� = I ��`- � I Du� pester Spnnk/er/ ' ,I Lrut @ox (2) TC 619.85 ! _ LC�JJ / II TC 620.85 GP Concrete ' 1G 620.35 /J IILot 4, Block 1 I I I Lot 1R1, Block 1 W.R. @ Jd Center Addition W.R. Boyd Center Addition Cab. P.R. TC T.551 I I CCFP.R?T.C.T 111,0002 ILPA !o TC 621.15 w II II G 620.65 !o II TC 620.85 II Concrete �I 1-1 1-i Lb ---------- --- P¢�-------------------------«- _ ' --------- FG 620 35 MATCH EX Mutual Aa Eos ent FG 620.55 TC 621.50± 25' Access & Drainage Easement Cob. A, . 5851MATCH EX CCF,g 011 00868 ' G 621.00± TC 621.10± Cobinet A, Slid. 5851 i P.R. C T. I ! G 620.60± TC21.10 TC 621.50 TC 621,60 c / G 20.60 G 621.1 G 621.00 0 62, 11 ,TI -RI L _ ii 0. D. .TCT. ---J.---I-°"-------------- -------------------------------- RR..CT.------- P.R .CT. � / TC 621.50 wtr -xtr 8�7 G 621.50 I 192.18'- wt- { _ _ '� wlfo�-r-'h' wtr wtr rr�r -- -624 , SB SS as 59 S6 5a 9a so AT EX Sidewalk S%dH -"' .� \\ � eb. ®_ wtr ---------- wtr SI / SSMN cantata FL 12'=6rvSB � Q � \ EAST WflrTHWEST HIGHWAY (100' Public R.O.W.} _ ean�ete convete 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 CONTFffSh 'ER NO {4�RILANS REQUIRED PERMITS AND APPROVALS HAVE BEE R NKA SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND TH AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUT R��RIE//S�'� 3, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANAM17I�G�CGICATIONS THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORIIN�''' 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'. B. THE GENERAL CONTRA CTORANDALL 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 W ITH EXISTING PAVING, 7. THE LOCATIONS OF UNDERGROUND UTILmES 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 ANWOR 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 $O THAT THEY CAN BE PROTECTED. 12. GRADING SHOWN IN PAVED AREAS IS FINISHED GRADE, CONTRACTOR SHALL GRADE TO SUBGRADE IN THESE AREAS. SUBGRADE UNDER PAVEMENT SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM 0698. 13, SUBGRADE TREATMENT BENEATH THE BUILDING PADS IS REQUIRED PER THE REQUIREMENTS OF THE GEOTECHNICAL EXPLORATION ALPHA REPORT NO. G141176 DATED JULY 15, 2014 PREPARED BY ALPHA TESTING. INC. GRADING AND DRAINAGE LEGEND FF=546.40 NEW FINISH FLOOR 671.SO _. NEW TOP OF CURB noTC G 671.00 NEW GUTTER FG 671.65 NEW FINISHED GRADE NEW CURB 545 NEW MAJOR CONTOUR 546 NEW MINOR CONTOUR 31- 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 W E 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 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 w Issue Dates r Review. Perm t Construction Scale Drawn BY KKE Checked By. CIA Project No: XX.XXXXXX fl Sheet 3 STA. 2+45.3.4 LINE'SS-j`I' CLEANOUT (/ FL 4'=615.92 IRE-'MEP RE:MEP PLAN CONTINS FOR UATION) FF=620.20 PIZZA HUT BOUNDARY LINE BENCHMARKS NEW CURB STA. 2+20.43 LINE'SS-1' NEW WATER LINE SITE BENCHMARK: SQUARE N.W. CORNER TRANSFORMER - NEW SANITARY SEWER LINE MAYOR CLEANOUT PAD NEW CURB INLET 620 NEWMAJORCONTOUR FL 4' =615.52 it _ = EXISTING CURB SITE BENCHMARK: 'X' CUT ON CONC. MANHOLE CENTER EXISTING WATER UNE - EXISTING SANITARY SEWER LINE I OF BOYD DR. APPROX. 200' NORTH OF - EX STING STORM SEWER LINE J EXISTING FIRE HYDRANT INTERSECTION N.W. HWY, EXISTING WATER VALVE Lot 2R, Black f EXISTING WATER METER ELEVATION=616.03 EXISTING SANITARY SEWER MANHOLE W.R. Boyd Center Additfon EXISTING STORM SEWER MANHOLE EXISTING CURB INLET CCFf D2f1148001 EXISTING TELEPHONE MANHOLE rf GREASETRAP P.R. rC. T. EXISTING SIGN --620- - EXISTINGMAJORCONTOUR (RE: MEP PLANS) zo i� J Lot i N I / W.R. 2pyd Ce5 t Add'tian ol N89°3011"E_326.31'�� / :.92150080-87 ---------s2- W E P.R.TCT. N --._ -�- I m 649 \ / D/TCNIQ l I ' 0 10 20 4 ' INSTALL 2" WATER (DOM.)lj 10 ^ q b STA. 2+45.3.4 LINE'SS-j`I' CLEANOUT (/ FL 4'=615.92 IRE-'MEP RE:MEP PLAN CONTINS FOR UATION) FF=620.20 J / f N Lot�3R-B2, Block 1 62 1.4 SqA Feet / 1.431 Anes I/ END AND CAP 2" WATER (DOM.) S89°30'35"W 13� Ovsement -------------A,V9 5851, PR, TCT --'- Dumpstar Sprinkt, J Area Box (2) 1 \ II IConcrete II i 'I m II rII I IILot 4, Block f --.I WR. Boyd Cenfar Addrtfon I Cab, A, 9. 5851 P.R. 7. r- T ILP I I I ( Ito\ I I 1� �m N II 7 � I I I I Lot IRI, Block F WR. Boyd Center Addition CC`ji D211148002 V P.R. r.CT t q STA. 1+17.58 UNE ISS' -2 r C --M A CLEANOUT FL 4"-613.18 ' I p ¢, {� _ ' STA. 0+79,73 LINE'SS-1' INSTALL 2" WATER (DOM.) 1 / CLEANOUT / Mutual Acre £as ent 25' Access & Drainage Easement FL4"=613.28 Cab. A, 5851 Cabinet A, Side 5851 INSTALL: CCF,¢ D21 00888 t 1-1)2, SERVICE WITH bti P.R. T. CL 1 I 7 1Yz" METER (DOM.) O / INSTALL: ----'"--- _- _ _ 1-1Y"SERVICEWfTH- - - - - - - ------------------------.----- i'INSTALL: 1-1" SERVICE WITH 1" METER (IRR.) ---------- ---'-' / 0 ----wtr wtr 95 95 � 99 Lb�te tY" METER (DOM.) \ 11 STA. 0+35.27 LINE 'SS -2' a CLEANOUT `0 FL 4"=612.35 / 621 wtr -------- �\ wtr -I- ------- ' Wot U &- A os .... _ e 055, Pg If, D...CT. ,. J- ____ _ _------------- -- -- ._-_.- ,E C T, - y- -�_ -. 'FpT02f1f4 2, P. Cr. - " Water -wtr- wtr ~ ytr wk -�M� w!r -A � � }r- w S89°29'18"W 192.18- wt, B� WOir 4+YC, wtlQ-rN wtr wtr wr ---82si'r ss ss o ss ss ss� AN Sss ss ss ss ss ss_ -- Sfdewa/k s _ EA -SST NORTHWEST HIGHv�WAY (100` Public R.O.W.) STA. 0+00.00 LINE'SS' CONNECT (2) 4" SANITARY SEWER A SERVICE TO EX. SSMH f� FL EX. 12"=fit1.88 FL 4" NW=612.00 FL 4" NE=612.00 Ccnnete Concrete � L - .---- GENERAL UTILITY NOTES 1, EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUG ATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTORJ$fiAl�Tl AT NEI T14EOWNERNORTHE ENGINEER ASSUMES OR IMPLIES ANY RESPON RA F 7H 2 THECONTRACTORIS TO VERIFY LOCATION AND ELEVATION OF EXIS S PO ANY PROBLEMS OR DIFFERENCES TO THE ENGINEER PRIOR TO CO UC(�TIION. 3. ALL WATER AND SANITARY SEWER TRENCHES SHALL BE BACKFILL IM1`WaY gSANCE WI HE NCTCOG SPECS,1985 EDITION, AS AMENDED BY GRAPEVINE, TEXAS, IN ADDITION PLUMBING CODE, ALL BACKFILL SHALL BE FREE OF OBJECTIONABLE MATERIAL AND SHALL BE COMPACTED TO A MINIMUM OF 951°, 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, 5. TOP OF WATER PIPE TO BE 4 FEET BELOW TOP OF NEW GRADE OFADJACENT 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. S. ALL SANITARY SEWER AND WATER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH GRAPEVINE STANDARDS. 9, THECONIRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GRAPEVINE PRIOR TO STARTING CONSTRUCTION. 10. FIRE HYDRANTS SHALL MEET THE GRAPEVINE FIRE DEPARTMENT STANDARDS. 11. CONTRACTOR TOADJUST TOPS OF ALL MANHOLES TO MATCH FINISHED GRADE. 12. CON TRACTOR TO PROVIDE VALVES ON ALL DOMESTIC AND FIRE LINE WATER LATERALS. ALL FIRE LINE LATERALS SHALL ALSO HAVE A 4" DOUBLE DETECTOR CHECKASSEMBLY 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. 16, ALL WATER AND SANITARY SEWER MAINS $HALL 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 GRADE. 19. CONTRACTOR SHALL INSTALL ONE IB'JOINTOF SDR -26 PIPE (PRESSURE RATED) ONALLSANITARY SEWER LINES WHEN CROSSING WATER LINES. THIS JOINT OF PIPE SHALL BE CENTERED ON THE WATER LINEAND SHALL BE ENCASED IN TWO SACK CEMENT STABILIZED SAND VIN 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 PIZZA HUT BOUNDARY LINE BENCHMARKS NEW CURB NTR- NEW WATER LINE SITE BENCHMARK: SQUARE N.W. CORNER TRANSFORMER - NEW SANITARY SEWER LINE MAYOR NEW STORM SEWER LINE PAD NEW CURB INLET 620 NEWMAJORCONTOUR ELEVATION=621.68 NEW MINOR CONTOUR _ = EXISTING CURB SITE BENCHMARK: 'X' CUT ON CONC. MANHOLE CENTER EXISTING WATER UNE - EXISTING SANITARY SEWER LINE I OF BOYD DR. APPROX. 200' NORTH OF - EX STING STORM SEWER LINE 4i EXISTING FIRE HYDRANT INTERSECTION N.W. HWY, EXISTING WATER VALVE Lot 2R, Black f EXISTING WATER METER ELEVATION=616.03 EXISTING SANITARY SEWER MANHOLE W.R. Boyd Center Additfon EXISTING STORM SEWER MANHOLE EXISTING CURB INLET CCFf D2f1148001 EXISTING TELEPHONE MANHOLE rf EXISTING LIGHT POLE P.R. rC. T. EXISTING SIGN --620- - EXISTINGMAJORCONTOUR - -621- - EXISTING MINOR CONTOUR i� Rock Columns Rock Cofumns� N89°3011"E_326.31'�� r,. ---------s2- W E --._ -�- ---._ "-- -620--- 649 \ �o D/TCNIQ l wo 0 10 20 4 rn ^ J / f N Lot�3R-B2, Block 1 62 1.4 SqA Feet / 1.431 Anes I/ END AND CAP 2" WATER (DOM.) S89°30'35"W 13� Ovsement -------------A,V9 5851, PR, TCT --'- Dumpstar Sprinkt, J Area Box (2) 1 \ II IConcrete II i 'I m II rII I IILot 4, Block f --.I WR. Boyd Cenfar Addrtfon I Cab, A, 9. 5851 P.R. 7. r- T ILP I I I ( Ito\ I I 1� �m N II 7 � I I I I Lot IRI, Block F WR. Boyd Center Addition CC`ji D211148002 V P.R. r.CT t q STA. 1+17.58 UNE ISS' -2 r C --M A CLEANOUT FL 4"-613.18 ' I p ¢, {� _ ' STA. 0+79,73 LINE'SS-1' INSTALL 2" WATER (DOM.) 1 / CLEANOUT / Mutual Acre £as ent 25' Access & Drainage Easement FL4"=613.28 Cab. A, 5851 Cabinet A, Side 5851 INSTALL: CCF,¢ D21 00888 t 1-1)2, SERVICE WITH bti P.R. T. CL 1 I 7 1Yz" METER (DOM.) O / INSTALL: ----'"--- _- _ _ 1-1Y"SERVICEWfTH- - - - - - - ------------------------.----- i'INSTALL: 1-1" SERVICE WITH 1" METER (IRR.) ---------- ---'-' / 0 ----wtr wtr 95 95 � 99 Lb�te tY" METER (DOM.) \ 11 STA. 0+35.27 LINE 'SS -2' a CLEANOUT `0 FL 4"=612.35 / 621 wtr -------- �\ wtr -I- ------- ' Wot U &- A os .... _ e 055, Pg If, D...CT. ,. J- ____ _ _------------- -- -- ._-_.- ,E C T, - y- -�_ -. 'FpT02f1f4 2, P. Cr. - " Water -wtr- wtr ~ ytr wk -�M� w!r -A � � }r- w S89°29'18"W 192.18- wt, B� WOir 4+YC, wtlQ-rN wtr wtr wr ---82si'r ss ss o ss ss ss� AN Sss ss ss ss ss ss_ -- Sfdewa/k s _ EA -SST NORTHWEST HIGHv�WAY (100` Public R.O.W.) STA. 0+00.00 LINE'SS' CONNECT (2) 4" SANITARY SEWER A SERVICE TO EX. SSMH f� FL EX. 12"=fit1.88 FL 4" NW=612.00 FL 4" NE=612.00 Ccnnete Concrete � L - .---- GENERAL UTILITY NOTES 1, EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUG ATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTORJ$fiAl�Tl AT NEI T14EOWNERNORTHE ENGINEER ASSUMES OR IMPLIES ANY RESPON RA F 7H 2 THECONTRACTORIS TO VERIFY LOCATION AND ELEVATION OF EXIS S PO ANY PROBLEMS OR DIFFERENCES TO THE ENGINEER PRIOR TO CO UC(�TIION. 3. ALL WATER AND SANITARY SEWER TRENCHES SHALL BE BACKFILL IM1`WaY gSANCE WI HE NCTCOG SPECS,1985 EDITION, AS AMENDED BY GRAPEVINE, TEXAS, IN ADDITION PLUMBING CODE, ALL BACKFILL SHALL BE FREE OF OBJECTIONABLE MATERIAL AND SHALL BE COMPACTED TO A MINIMUM OF 951°, 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, 5. TOP OF WATER PIPE TO BE 4 FEET BELOW TOP OF NEW GRADE OFADJACENT 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. S. ALL SANITARY SEWER AND WATER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH GRAPEVINE STANDARDS. 9, THECONIRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GRAPEVINE PRIOR TO STARTING CONSTRUCTION. 10. FIRE HYDRANTS SHALL MEET THE GRAPEVINE FIRE DEPARTMENT STANDARDS. 11. CONTRACTOR TOADJUST TOPS OF ALL MANHOLES TO MATCH FINISHED GRADE. 12. CON TRACTOR TO PROVIDE VALVES ON ALL DOMESTIC AND FIRE LINE WATER LATERALS. ALL FIRE LINE LATERALS SHALL ALSO HAVE A 4" DOUBLE DETECTOR CHECKASSEMBLY 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. 16, ALL WATER AND SANITARY SEWER MAINS $HALL 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 GRADE. 19. CONTRACTOR SHALL INSTALL ONE IB'JOINTOF SDR -26 PIPE (PRESSURE RATED) ONALLSANITARY SEWER LINES WHEN CROSSING WATER LINES. THIS JOINT OF PIPE SHALL BE CENTERED ON THE WATER LINEAND SHALL BE ENCASED IN TWO SACK CEMENT STABILIZED SAND VIN 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 PIZZA HUT BOUNDARY LINE CU16-25 & PD 16-10 NEW CURB NTR- NEW WATER LINE SS - NEW SANITARY SEWER LINE MAYOR NEW STORM SEWER LINE NEW CURB INLET 620 NEWMAJORCONTOUR 621 NEW MINOR CONTOUR _ = EXISTING CURB el EXISTING WATER UNE - EXISTING SANITARY SEWER LINE - - - EX STING STORM SEWER LINE 4i EXISTING FIRE HYDRANT �+ EXISTING WATER VALVE W EXISTING WATER METER 0 EXISTING SANITARY SEWER MANHOLE © EXISTING STORM SEWER MANHOLE EXISTING CURB INLET 0 EXISTING TELEPHONE MANHOLE rf EXISTING LIGHT POLE -°- EXISTING SIGN --620- - EXISTINGMAJORCONTOUR - -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 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 Of V D1aHm BY KKE Cheeped By. CMA Project No: KX.M"X ISheet vi lot ?R, @lac& 1 \\\ \\\ 1 `��•��� 1 WR, So Center Add'llan t H CCF p D211748002 P.R. T 7, I CaNCRETE PAKMINt�) 25'Access & Draklo Easement 1 ( 9e 1 -G ROCK COLUMNS CROCK RUNNING WN1 ( ,s' woN 1s res N 89'30'11" E 326.31 (N 89'28'12" E) W.R. Boyd Center ---------- Lo --Lof JR1 ' W.R. B Center Cob. A, S/. 5851 P.R.T. r T. �' '• N• O J i = . 1C m I �''•... . 1L 40' Drolnoge Eosement LIVE OAK Cr- p D211157692 P.R. T.C. T. ------------------------------------ HOLLY — 9 6' HOLLY CEDAR ELM (S 89'28'12" W 135.00' deed) CAPE -S 89'30'35" W 135.10' ti• _ _ _ ---------�.�......-,.. --'x Cob. Aus 551, P _ ;- R. 7. AREA coNrTrFle vAl•Brrxr-1 ( I :IRF 7 �W I nA cur 1 C, Lot 1R1, Block 1 W,R, Boyd Cer Addition # D211148002 P,R.T.C.T, 141,218 Squar Feet 3.242 Acres WVW� - Lot TRI -B. Block 7 STIPA ;.a H t t H II W.R. 8 Crnter AddYiort CO'If p OZ75008687 I CaNCRETE PAKMINt�) 25'Access & Draklo Easement 1 ( 9e 1 Lot 4. Block 1 H'1 W.R. Boyd Center Cobin et A, 5l'de 5857 .da. Addition Cabinet A, S'de 5]851 CabiSl net A, Slide 5851 6$333 Square Feet CO' p D215008687 31 Aaes 1.4 a T. I II - - - - - - - - - - it -- -__---- — — — — _ ^wmu 5' caliper, 10'-12' HtJ In p { RED OAK 5fur,ad 42nd 0.nk ' 25 u7dw LMe ® 4'3' .epreacL BtB ehakfk puk � QI N11 nxndnd --N •r•"FI p _ . ' - .•.+'` :f'...,� _ I I I 10' UtilityEasement a•oedm v1— 1.11. .• ',�' _':7ri:e.tEtrst`60dT.•ir��l - - - - •,,, �D,:WII.LOIQ.'":, J T- I ( I :IRF 7 �W I nA cur 1 C, Lot 1R1, Block 1 W,R, Boyd Cer Addition # D211148002 P,R.T.C.T, 141,218 Squar Feet 3.242 Acres EAST NORTHWEST HIGHWAY _ (1 O 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: 6 of 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES O R H O 20 40 ilk 5 -'ALE: V - 20'-0" LAND50APE TABULATIONS INTERIOR LANPSCAPIMS 10% OF PARKIN& TO BE LANDSOAPED, I TREE PER 400 SF OF REO. LANDSCAPE, 12 SPACES MAX, TREE AND 15LAND AT END OF ROVES, ISLANDS NOT REWIRED FOR PARKIN& LOTS I-`GfS'I'"55p00 5P, TAPLMSC-I� (2464SP X 10% EXHIBIT "Al L4NDSCAPN6 PROVIDED — TRS REWIRED (2,465 SF / 400 SF TREES PROVIDED r (. PERIMETER LANDSCAPING PARKIN& AND VER USE AREAS SCREENED FROM ADJ. PROP. ANDIOR STREETS, LIVIN& 5C.REEN SO' AT INSTALL, AT STREET IV LANDSCAPE, AT AT AD1 PROP. 10' LANDSCAPE, I TREE PER 50 LF OF IXFFER, EAST NORTHWEST HI6HHAY 192 LF TREES REWIRED 042 LF / 50 LF = I 4 TREES TREES PROVIDED 4 TREES VC -ST 10' 192 LF TREES REQUIRED (268 LF / 50 LF =) 6 TRESS TREES FROVIDEP 6 TREES NORTH 10' 526 LF TREES REQUIRED 026 LF / 50 LF =) i TREE5 TREES PROVIDED '1 TREES SOUTH IO' 135 Sr TREES REWIRED 095 LF / 50 LF =) 3 TREES TREES PROVIDED 5 TREE5 EAST 10' 20b LF TRS REWIRED (208 LF / 50 LF =) 5 TREE'S TREES PROVIDED 5 TREES NDN -VEHICULAR OMN SPACE STRI)OWRE5 TREATED VUTH LANDSCAPE TO ENHANOE APPEAWVJCE, 15% OF 517E DEV. TO PEATLRE LAMPSC, 50% OF THAT IN FRONT YARD NON -4213. TREE RATIO BASED ON % OF SITE IN NON-VEH. OPEN SPACE, REAR YARD EXCESS LANDSOAFt NOT USED TO MEET' MIN. OPEN SPACE 517E AREA 62355 SF LAMPS --APE AREA REWIRED (62$35 5F X IS% > } 9$50 SF LANDSCAPE AREA PROVIDED 14,$82 FRONT YARD) 13,775 SF LANDSCAPE TREES REQUIRED (4,5FR SP / 2,500 5F e) 4 TRS LANDSCAPE TREE, PROVIDED 4 TRESS IRRIGATION NOTE, ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED PATH AN AUTOMAIIC UIdXRSP.OlM IMISATTON SYSTEM KTH RAIN AND FREEZE SE1'150R5. MISA.T10N 5r'STEM SHALL EE DE51& CIP BY A CWALIFIEP FROFESVONAL AND INSTALLED SY A LICENSED IRM&ATOR WVW� - Lot TRI -B. Block 7 STIPA TREE YAUPON t t SCIENTIFIC NAME II W.R. 8 Crnter AddYiort CO'If p OZ75008687 I CaNCRETE PAKMINt�) 25'Access & Draklo Easement 1 ( 9e 1 LIVE OAK AI foal Access Easement P.R. T.C.T.C.T. I Cobin et A, 5l'de 5857 .da. CabiSl net A, Slide 5851 6$333 Square Feet CO' p D215008687 31 Aaes 1.4 D. }LOLLY I NII ra. Ld cam(x, - - - - - - - - - - P.R. T.G T. ------ — — -- -__---- — — — — _ 5' caliper, 10'-12' HtJ 4 { RED OAK 5fur,ad 42nd 0.nk ' 25 u7dw LMe ® 4'3' .epreacL BtB ehakfk puk — N11 nxndnd --N ' "_y�RSS,.ixtkin:c4 a»rnt' T5^ PSY1x4.L... "• •'• ""-;-' .T: _ . ' - .•.+'` :f'...,� _ I I I 10' UtilityEasement a•oedm v1— 1.11. .• ',�' _':7ri:e.tEtrst`60dT.•ir��l - - - - •,,, �D,:WII.LOIQ.'":, J T- I r --t kabinet A, Slide 58 -------- r1TEility Easement 4 5 de 385 .R .CT. r- -1 w I U M I I® I D 148002 R CCF # 21 1 L_J 271 00 P.R.TC.T �v$" 2 .T ";..n:.ii.=-T-'ns.-+1..�-rt�?+;�-�:'i'!�±+'.,.• i•'•`'^y ® --- - -.. '•.: .--a._.?X�'<- ,�Lfc1,:+t.!r^:'i.ai.',',,..• _J Id I J L -- .rte P u �1---------------- 2 x T1stm w�,I -- akw- PWtochlo -------------P k nail found- ound --------------------------------------------------------------------------------------_-^ D.ltd, 15 •\r//.� O --------------- Vo -rt Vsllow ,wit V M, 5'-4' q 14 aotrtaMw' EAST NORTHWEST HIGHWAY _ (1 O 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: 6 of 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES O R H O 20 40 ilk 5 -'ALE: V - 20'-0" LAND50APE TABULATIONS INTERIOR LANPSCAPIMS 10% OF PARKIN& TO BE LANDSOAPED, I TREE PER 400 SF OF REO. LANDSCAPE, 12 SPACES MAX, TREE AND 15LAND AT END OF ROVES, ISLANDS NOT REWIRED FOR PARKIN& LOTS I-`GfS'I'"55p00 5P, TAPLMSC-I� (2464SP X 10% EXHIBIT "Al L4NDSCAPN6 PROVIDED — TRS REWIRED (2,465 SF / 400 SF TREES PROVIDED r (. PERIMETER LANDSCAPING PARKIN& AND VER USE AREAS SCREENED FROM ADJ. PROP. ANDIOR STREETS, LIVIN& 5C.REEN SO' AT INSTALL, AT STREET IV LANDSCAPE, AT AT AD1 PROP. 10' LANDSCAPE, I TREE PER 50 LF OF IXFFER, EAST NORTHWEST HI6HHAY 192 LF TREES REWIRED 042 LF / 50 LF = I 4 TREES TREES PROVIDED 4 TREES VC -ST 10' 192 LF TREES REQUIRED (268 LF / 50 LF =) 6 TRESS TREES FROVIDEP 6 TREES NORTH 10' 526 LF TREES REQUIRED 026 LF / 50 LF =) i TREE5 TREES PROVIDED '1 TREES SOUTH IO' 135 Sr TREES REWIRED 095 LF / 50 LF =) 3 TREES TREES PROVIDED 5 TREE5 EAST 10' 20b LF TRS REWIRED (208 LF / 50 LF =) 5 TREE'S TREES PROVIDED 5 TREES NDN -VEHICULAR OMN SPACE STRI)OWRE5 TREATED VUTH LANDSCAPE TO ENHANOE APPEAWVJCE, 15% OF 517E DEV. TO PEATLRE LAMPSC, 50% OF THAT IN FRONT YARD NON -4213. TREE RATIO BASED ON % OF SITE IN NON-VEH. OPEN SPACE, REAR YARD EXCESS LANDSOAFt NOT USED TO MEET' MIN. OPEN SPACE 517E AREA 62355 SF LAMPS --APE AREA REWIRED (62$35 5F X IS% > } 9$50 SF LANDSCAPE AREA PROVIDED 14,$82 FRONT YARD) 13,775 SF LANDSCAPE TREES REQUIRED (4,5FR SP / 2,500 5F e) 4 TRS LANDSCAPE TREE, PROVIDED 4 TRESS IRRIGATION NOTE, ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED PATH AN AUTOMAIIC UIdXRSP.OlM IMISATTON SYSTEM KTH RAIN AND FREEZE SE1'150R5. MISA.T10N 5r'STEM SHALL EE DE51& CIP BY A CWALIFIEP FROFESVONAL AND INSTALLED SY A LICENSED IRM&ATOR LANV50APE CONTRACTOR SHALL VERIFY ALL PLANT OUANTITIES r Umm�' CJ Q mem w C/)30w�2 Z Z m�Og a WLu EE lssue Dates Review. 07.29.2016 Pesm1C Const lftimr SCalei DmwnBy....Pc2d-0' Checked 8),. RIA Project No: RIA Sheet 6 of 11 wANT7'f I Ssymw0L GALLOJT GOMMO�N NAME SCIENTIFIC NAME 512E 4 CONDITION 4 t =_ 1 I\`T./// LIVE OAK Uve oak G— vtgtllaaa16iB .be V.* NII ra. Ld cam(x, 5' caliper, 10'-12' HtJ 4 { RED OAK 5fur,ad 42nd 0.nk f3,ar•eae sixenv�dll 4'3' .epreacL BtB ehakfk puk N11 nxndnd --N CEDAR ELM Cebn a•oedm v1— 1.11. S' r411per, )O'-12' HkJahak�d trunk 2 full ra=,ded caafxJ 9' railper, 10'-12' HtJ 2 PISTACHIO akw- PWtochlo Pataam chk a ld 4'-115=, B!5 atrakj* truck lu-1-m 15 ION) ' L�J�N D. WILLOA Vo -rt Vsllow Ghlbpeb Jh i. V M, 5'-4' q 14 aotrtaMw' B 4' cal 6 hulk min. b' J4' P°r tru,k ��' Ib TREE YALPON Ya+pon holly Ilex wemmttorm fsniaiw - Mary'Ied irae form, Itrbed io 4' 5�1RUa5 QUANTITY SYMBOL I CALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION 15 0 D.Y. HOLLY Dwarf Y-pon hollyIlex Yomitorm Nma' .i9t. .11-, ib' HtA4' epread, busty, ground 255 Q DB. HOLLY Dead Burford Holly Ilex carrots 'Naw' So' � Jl=-ad, b»hy, 58 m STIPA Feaxtl,e cee Stipa terulmtiw. I gallon g 4 O IED YUOOA Red Yucca H6°P� Flan I gallon GROUNDGOVER QUANTITY SYMP,OL CALLOUT COMMON NAME: SCIENTIFIC NAME 15IZE AND CONDITION A5 ''� SOD Colman 5ermuda Sod &rasa CT4d- dacbylon refer to epeGittcatloro AS SHOWN Bernwda Oynodon daGtybn L to epn5eedMJdromulch refer cktuattan M150ELLAN50U5 AS 5HOWt1.1 m&E LF. Rrg steel edge x 4' with V6' L2' stakes, great h cont AS SHOVPI ® D. &RANITE Deco Deed 4' thlGk compacted decomposed anile. To be between 1/2 to P below curb —dl—ft 6ranito pwe rII. Sep—ted at 9-6sa areae bye i edging. 2 0013;eR 400 to •f0"la SaL>aEfts 400 to 5cb FZ:!' eadl LANV50APE CONTRACTOR SHALL VERIFY ALL PLANT OUANTITIES r Umm�' CJ Q mem w C/)30w�2 Z Z m�Og a WLu EE lssue Dates Review. 07.29.2016 Pesm1C Const lftimr SCalei DmwnBy....Pc2d-0' Checked 8),. RIA Project No: RIA Sheet 6 of 11 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. NORTH SI TE i 118"- 17-0" aW 07 J 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: 105 PERSONS/3 PERSONS/SPACE = 35 SPACES TOTAL PROVIDED: 72 SPACES 72 TOTAL SPACES PROVIDED ZONING DISTRICT: R MF -2 RESIDENTIAL MULTI -FAMILY EAST NORTHWESTHIGHWAY (100' PUBLIC R,O.W) PARKING PLAN T SCALE 1'=40' CASENAME: 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 PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 5 APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES I _641 300 NUMBER 16.128 SHEET TITLE ma 10 mil, SHEET NUMBER AREA (SQ.FT.) OCCUPANTS GROSS IBC FLOOR AREA 2377.00 FES 13IXDEATS Xu ' BIT j (BOOTHS) 1930 22.0 22E ASSEMBLY (DINING) 316.00 21.07 28.00 ASSEMBLY (BAR) 70.60 4.70 7.00 Page STORAGE 12.20 0.04 1.00 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. CONIC. 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: 105 PERSONS/3 PERSONS/SPACE = 35 SPACES TOTAL PROVIDED: 72 SPACES 72 TOTAL SPACES PROVIDED ZONING DISTRICT: R MF -2 RESIDENTIAL MULTI -FAMILY EAST NORTHWESTHIGHWAY (100' PUBLIC R,O.W) PARKING PLAN T SCALE 1'=40' CASENAME: 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 PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 1 OF 5 APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES I _641 300 NUMBER 16.128 SHEET TITLE ma 10 mil, SHEET NUMBER 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 WALL, NO CONDUIT IS TO PENETRATE THE ROOF. TO T,O. i 100'-C T.O.: 4 4) EXHIBIT h TO_ Page SIGNAGE DETAIL NTS TJI SYMBOL PRODUCT MANUFACTURER COLOR ElLAP AND GAP SIDING IDENTITY WOOD FRESH CRUST ❑2 TILE W/ SCHLUTER OUTSIDE TRIM CROSSVILLE BASALT #AV225 - 12224 NOMINAL ELPRE-FINISHED METAL CAP - CLEAR ANNODIZED ALUM. ElSTANDING SEAM DMI IL2018, BRITE RED O5 NOT USED - X ❑6 LAP AND GAP SIDING IDENTITY WOOD `EXTRA MUSHROOM" ❑7 PAINT SHERWIN WILLIAMS FOOTHILLS#SW7514 © ALUM OUTSIDE SIDING TRIM IDENTITY WOOD TO MATCH PRODUCT #1 OR #6 I� I y I ALUM INSIDE SIDING TRIM IDENTITY WOOD TO MATCH PRODUCT #1 OR #6 MISCELLANEOUS !NT SIGN NTS I E EXTERIOR FINISH SCHEDULE I G 1 GENERAL NOTES I F I A. SEE SHT AIJ 'WINDOW TYPES" FOR WINDOW ELEVATIONS. S. SEE SCOPE OF WORK FOR RESPONSIBILITIES. 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. 00 NOT SEAL SILL @ WINDOWS. LEGEND: - - VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS, D CANOPIES, AND SIGNAGE G.C. TO COORDINATE WORK OF ALL TRADES WITH THIS WORK. . .. ... PORCELAIN TILE- CROSSVILLE. BASALT -AV225 STACKED SIZE: ACTUAL 11 5/Bx231/2x7/16- SEE EXTERIOR FINISH SCHEDULE ITEM #2 GROUT: CUSTOM BUILDING PRODUCTS #60 CHARCOAL CORNERS: SCHLUTER, QUADEC, ANTIQUE BRONZE. I 1 STANDING SEAM METAL PANEL- SEE EXTERIOR FINISH SCHEDULE ITEM #4 LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM #1 LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM #6 ALTERNATE MFR REMARKS 1, EIFS SHERWIN WILLIAMS #SW7514 IDENTITY WOOD LAP & GAP SIDING "CAST IRON" 1 - - _ - THIN BRICK GLEN GERY °MILWAUKEE" 1 DBR 72- DIAM. SWIRL SIGN SEE DTL. J/A4D X 33 1 DBR 12" CANOPY "PICK UP' SIGN WITH LED SEE DTL J/A4.0 EXTERIOR FINISH SCHEDULE I G 1 GENERAL NOTES I F I O ROOF -TOP EQUIPMENT. SEE MEP DRAWINGS O DURO-GUARD METAL COMPRESSION SYSTEM O INDICATES ROOF OR PARAPET BEYOND ® PREFINISHED BLACK GALV. 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 181A7.0 © WALL LIGHTING. SEE ELECTRICAL DWGS. O HM. DOOR AND FRAME. SEE DOOR SCHEDULE 2/A1.1 O PIPE BOLLARD. SEE CIVIL DWGS. O HOSE BIBB, SEE DETAIL 6/A7.0 10 ALUMINUM STOREFRONT DOOR ANDIOR WINDOW. SEE WINDOW TYPES 5/A,.1 11 ROOF LADDER WITH SAFETY CAGE PER CODE, REF, WALL SECTION 2/A5.2 72 009 MIN. ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH, AS NEEDED. 13 WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR 14 WALK-IN COOLER. 15 GAS METER AND REGULATOR, REF. PLUMBING DWGS. i6 CO2 TANK &WALL CONNECTION, REF. SHEETS A2.0&A2.1 _ ,22'-B" T.O. PLATE T.O. PLATE I 8.0. TRUSS T.OLAB. S `7" RIGHT SIDE ELEVATION 1/4 -v -D' CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD 6-10 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: 3 OF 5 APPROVAL DOES NOT AUTHDRIZE ANY WORK IN CONRICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES NOT USED NTS 13 17 V -REVEAL JOINT. SEE DETAIL 3/A7.0. KEYNOTES ® 08.01.2016 CUP 0 CONTRACT DATE: BUILDING TYPE: DBR30F PLAN VERSION: 014.00.00 SITE NUMBER: 312078 STORE NUMBER: WA PIZZA HUT 751 E. NORTHWEST HIGHWAY GRAPEVINE, TX 76051 • PLOT DATE: 08.10.16 QTY, ITEM ELEC 1O 1 DBR 30' PIZZA HUT SIGN SEE DTL J/A4.0 X O2 1 DBR 72- DIAM. SWIRL SIGN SEE DTL. J/A4D X 33 1 DBR 12" CANOPY "PICK UP' SIGN WITH LED SEE DTL J/A4.0 X ® 5 DBR 12' CANOPY SIGN WITH LED SEE DTL. J/A4.0 X O5 2 DBR CANOPY WITH LED DOWNUGHTS SEE DTL.J/A4D X © MISC DBR METAL BEAM WITH LED SEE DTL. J/A4D X O7 MISC DBR SURFACE MOUNTED LED SEE DTL J/A4D X © 0 DBR RECESSED PARAPET LED SEE DTL. J/A4.0 X O9 I DBR HEIGHT INDICATOR X 1D 1 DBR 96' SWIRL GRAPHICS SEE DTL J/A4.0 X 11 1 -DBR METAL BEAM/COLUMN SIGNAGE & AWNING SCHEDULE D O ROOF -TOP EQUIPMENT. SEE MEP DRAWINGS O DURO-GUARD METAL COMPRESSION SYSTEM O INDICATES ROOF OR PARAPET BEYOND ® PREFINISHED BLACK GALV. 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 181A7.0 © WALL LIGHTING. SEE ELECTRICAL DWGS. O HM. DOOR AND FRAME. SEE DOOR SCHEDULE 2/A1.1 O PIPE BOLLARD. SEE CIVIL DWGS. O HOSE BIBB, SEE DETAIL 6/A7.0 10 ALUMINUM STOREFRONT DOOR ANDIOR WINDOW. SEE WINDOW TYPES 5/A,.1 11 ROOF LADDER WITH SAFETY CAGE PER CODE, REF, WALL SECTION 2/A5.2 72 009 MIN. ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH, AS NEEDED. 13 WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR 14 WALK-IN COOLER. 15 GAS METER AND REGULATOR, REF. PLUMBING DWGS. i6 CO2 TANK &WALL CONNECTION, REF. SHEETS A2.0&A2.1 _ ,22'-B" T.O. PLATE T.O. PLATE I 8.0. TRUSS T.OLAB. S `7" RIGHT SIDE ELEVATION 1/4 -v -D' CASE NAME: PIZZA HUT CASE NUMBER: CU16-25 & PD 6-10 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: 3 OF 5 APPROVAL DOES NOT AUTHDRIZE ANY WORK IN CONRICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES NOT USED NTS 13 17 V -REVEAL JOINT. SEE DETAIL 3/A7.0. KEYNOTES ® 08.01.2016 CUP 0 CONTRACT DATE: BUILDING TYPE: DBR30F PLAN VERSION: 014.00.00 SITE NUMBER: 312078 STORE NUMBER: WA PIZZA HUT 751 E. NORTHWEST HIGHWAY GRAPEVINE, TX 76051 • PLOT DATE: 08.10.16 ro iQ . . . . . . . . . . .......... Tt 1 112°EO EO' USS CASE NAME: PIZZA HUT CASENUMBER: CUl6-25 14 LOCATION: 751 W NORTHWEST HIGHWAY T.O. PLATE T,OPLATE l T 6'-'lMETAL ACI q "' 1-i-, , - TRUSS S.C. SUNSHADI -; 100. -0' �-T.6SLAB 54 A5.1 A5.1 W L Rl n 10 O i. EO" ; ..... ..... O 6 17 17 8 TO MATCH❑ TO MATCH SCHLUTER TRIM AT ED ED OUTSIDE EDGES OF TILE 12s-8° T.O. PLATE 122'-s' It, '�OPLATE� I 120'-8' T.O. PLATE TETAL ACCENT _771'-1 1/2' B.O. , ff TRUSS B.d. AWNING SEESHEETA4.0 FOR KEYNOTES. REAR ELEVATION 1/4°=1'-D' T . PLATE 12B* T OZ -PLATE -0� 0 M - 4! T.O. i, ,��l I r-11/2' B.O.TRUSS 11D -o° B.O. AWNING SCHLU OUTS11 11) T.O. SLAB 3 G PEVINE, TX 76051 RA LOT 3RI-8, BLOCK 1, WR BOYD CENTER ADDITION TO MATCH -MAYOR SECRETARY Page Of >0- FilDATE:- PLANNING AND ZONING COMMISSION T.O. PLATE CHAIRMAN T.O. SLAB DATE:- B ED SHEET, I OF 5 APPROVAL DOES NOT AUTHORIZE ANY :3 WORK IN CONFLICT WrrH ANY CODES OR 1201-8: ---iATE m ORDINANCES T.O.P DEPARTMENT OF DEVELOPMENT SERVICES T.O. PLATE T,OPLATE l T 6'-'lMETAL ACI q "' 1-i-, , - TRUSS S.C. SUNSHADI -; 100. -0' �-T.6SLAB 54 A5.1 A5.1 W L Rl n 10 O i. EO" ; ..... ..... O 6 17 17 8 TO MATCH❑ TO MATCH SCHLUTER TRIM AT ED ED OUTSIDE EDGES OF TILE 12s-8° T.O. PLATE 122'-s' It, '�OPLATE� I 120'-8' T.O. PLATE TETAL ACCENT _771'-1 1/2' B.O. , ff TRUSS B.d. AWNING SEESHEETA4.0 FOR KEYNOTES. REAR ELEVATION 1/4°=1'-D' T . PLATE 12B* T OZ -PLATE -0� 0 M - 4! T.O. i, ,��l I r-11/2' B.O.TRUSS 11D -o° B.O. AWNING SCHLU OUTS11 11) T.O. SLAB 3 EXHIBIT__LTO A5.1 Page Of >0- T.O. PLATE TOM :3 1201-8: ---iATE m T.O.P tD O (D !2 y 'd O T.O. E 9 TO MATCH 6 -TRUSS (5 10 N�t H I I I I UF A D7/ /j/ OUTSIDE EDGES OF TILE SCHLUTER TRIM AT SEE A411 FOR KEYNOTES. LEFT SIDE ELEVATION 11w = 1,-o- Sl'�I.S'HEET A4.0 FOR KEYNOTES, 122''-8" 1_,$, ACCE 111`1d�s '0' TRUS1-s -Kpl ONSHADE T.O. SLAB FRONT ELEVATION 38-01.20115 CUP a a. CONTRACT DATE: BUILDING TYPE: DER SOF PLAN VERSION: 014.00.00 SITE NUMBER: 312078 STORE NUMBER: NIA PIZZA HUT 751 E. NORTHWEST HIGHWAY GRAPEVINE, TX 76D51 .0 LEM REALTY, LTD. EXTERIOR ELEVATIONS 10 of 11 PLOT DATE: 08.10.16 19 Calculatron Surtsaxy Label Avg Ihvt Mtn s /rL1±, MaxlMin EXTiNDED 0.613.5 0.0 I N.A. N.A. Vv'IiICVtPP. SUAt%E 1.68 3.5 1 0.4 1 4.20 8.75 LIGHT LEVELS ARE MAINTAINED EMT -CANDLES, LINITIS, LEVELS ARE SLIGHTLY HIGHER o 0 BUILDING SR�21Af'a' IS NOT INCLUDED IN THE MUMMERY CALCRIIATIC, AS THERE IS NO PHODOINPSC DATA AVAILABLE. � v AS PER LIGHTING ENGINEru2,TIE LIGHT PRODUCED BY THE PROPOSED PIZZA HUT SIGNAGE WILL BE INSIGNIFICANT AT GROUND LEVEL, w (J � L - Lm Schedule - N - Syn1Po1 1 Qtr Label Ar -3 -t I Total Lang L,mrens Pum. 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GRAPEVINE, TX PREPARED BY: JOHN SUJAKE ACCUSERV LIGHTING E EMIRENT 877-707-7378 502-961-0357 FAX jbujake@accu-se- AUGUST 30, 2016 b.o b.v b.v t.a b.a b,v b° by b.o b., b., b.v t.a b,x b.a t., 1.1 b., t.a b., b., I., b.a ba b., b.a b.v b., b.v t.o I.. I., b.a t.a b,v b.v bA b.v b.o b.v b.v t,a t.o I., bo b.c b.. b.a t.a b.o `t�b,v t.o 4.� CASE NAME: PIZZA HUT CASE NUMBER: CU26-ZS&PD16.10 LOCATION: 751 W NORTHWEST HIGHWAY EAST NORTHWEST HIGHWAY GRAPEVINE, TX 76051 -- - - - - - - - - LOT MI -B, BLOCK I, WR BOYD CENTER ADDITIONX00' PuBlic R o.W7- -- - - - - - - - - - - - --------------- MAYOR SECRETARY DATE: 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 d���ac;-�� I .LL- of a O X21f" W W W N r�l�W UO WZ t!'1 JOB NUMBER 16.128 SHEET TITLE SN" SHEET NUMBER