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MC To TFE!u"Tu�cP 1te AMC.N L Daeelcra 9FaW 9tvtL:Dc toNSoe� 456 WK tSSS GORPORATp DRP/L•J` TE 100 APFROXirNTE GONfRAGTOR SOJ.L FSD V1�IPf ALL D**M&o a PRIOR To f:AeR$CAT$oNOxtwRce *10 $a PT.TOTAL OF A1K rfT94 PNLIIRL'to Adi RL'TO TFeS 1'ItOOPD11¢SiY LL PLAOE r u srAnn. "or�ia oM IeELTY P'OR ANY 17e?m01tS OpmCo71Y MOH Tr!GONI}tAGTOIC r rNRw NL mee a TEL (gT21 TSI OdDO RK w.w NRumi FAX, M72)'114-02a2 WK Of Fte"009 FM VMMAr4N OF ALL"tVW#oo<"ANDAM - „GONTAGr, RUSSSl W t EAVCrS,P E OR ccremao w n+ea A r PRo re7 PTorwoR eeeliea+s cot na noH ;` -'.n► �rrnrK 200 PT PER PERSON-KITCI�' rRlat AeeultrcTs rttreaaTtctw un:Mc,rn t NOT NAve'ccHneot ovee OR crwree wr ~ PR: cn.a.0 ex 'Mar ,�W co�*CmlROM PA.. 4omm cabMwmR . na wasMu.oNer:: or AND YtlLL N7r Be rtexortmet,P MR COPtl�IRIlGtioN M.'Ntl,N�THOD'a tCAfmCiICS, '� eA. ': ''�AM"a11lN"A"N11,. M. ¢Q=fly SEATING-DINING ,OR PROM M OR Fort aArrtr PFMA na*Aga PIm m'o M wvv wrvA�ma No NO � LOAD RCI'G tl�M F ptX.GGtk'7MOH67CoMRAG7 FOR - _ -- _ _.. - _-` - Gif011'i Prt721i ARLieTEG79 AIrGEi41K.'rML LTD,R1G,MdLLNQ'FMAVE Gl+rl'IWOI .��' .. - •PiOt.OR obVaR9C Gl!AHD rM11WT DC I4tlr01'19eLE 1'OIm,AO1S.OR Q?M�6ltlflS OI' - - - 17>} m.WOI?-Gi i EXIT SHALL Be PROVIDW THE eamrAciblrs'dOGOHf4V GtORD,OR'TNBR AMNTD OR noy=5O_ P .FtXrORIiNO roRT10Ny q'T}+4'GbON3 , R-Attr oTiEt ,r..,_ - -•--„�, _--� .,. ._.._--='. . .'- ., ._ _. � --. ,.... .-...,- .. ... ,. mac,..-w:.r.,--t s, �^:�•• w SITE DATA TABLE Meomm SURVEY INFORMATION RREOURED � RaTHNm HAY. RA PER arr TOTAL SRE AREA JO,OOp SQ. FT. 30.100 SQ. FT. ur A Rm 1.WAL BOMD EARG mCOh*J0M(2/24/00) Nam. a PERTHIS SITE PUN was PREPARED v2. 00 ASP AND DFARRics A5 BUILDING AREA BOX OF TOTAL LDT AREA OR 18,IM0 sQ.Fr. I=M FT. PER SURVEY DATED: 1 W-COLLEGE 2.2STR AS PREPARED ETr: AS 76 BUILDING Hew 50-FT. 18'-6' IeATTR SDI TiMRY a (817) 410- INC.. 621 W.COLLEGE STREET, GRAPEVINE,TEXAS 76051 MAXIMUM NAPERVDl15 SURFACE 80S OF TOTN.LOT AREA OR 24A80 59.FT. 17,359 SQ.R. a (817) 410-8018. MUM OPEN SPACE 20%OF TOTAL LOT AREA OR 6.020 SQ.FT. 9.362 SO.FT. DOM PARKR4G SPACES 14 28PLAIMM AND MINIM ACCESSIBLE PARKING SPACES OOIYB98tM 2 Q i a OX10 a StiffT 2 OF I a MPIIOFK OM ROT MIMNIZE AW MONO -i INOLS CONFLICT WITH ANY CO OR GENERAL NOTES W.R. BOYD CENTER ORDINANOM t. PRIOR TO STi1RTNq A F. LEONARD SURVEY CABINET A,SLIDE 5478 CFIMRRi w 7 RYA$ iu SHALL 9E RESPONSIBLE ABSTRACT NO. 9" P.R.T.C.T.TO MOM SURE THAT ALL REOIIRIED PERMS AND APPR01Rl,S HWV£BEDI TAT 1R OBIAMED. NO OONSMX ON OR FABRICATION SNAL BEOW UNTIL THE CON- IX 1tY UB11Y OA4MDIf TRACTOR'I'S RMEM AND THOROUCKY R[YKYIID ALL PLANS AND OTHER DD«ARTRS APPROVED BY ALL OF THE PEMMTM AUTNORITIM ---- -- -------------p-P-=p-------- ,-R.,� CITY OF GRAPEVINE NOTES• 2. ALL WLxK sNWL BE P£RfDRY[D w ACCORDANCE WTTN T"M DAMS AND --- --- -�"-- ----- -----�-'--- '— 1 ---- SP♦SFICK70 5 AD THE ROXIAMIFsl1S AM STAIND,RDS OF THE LLDCAL -- -- —---- ------ -- �" - -.---''-- PROPERTY 15 CURRENTLY ZONED'CC'COHBRANIV COMYERCWL coYtTttAPiD AUTFHONNIY. THE sons aBPaRr Am RECOINff/0AT0N5 SET tuRTH 1 t+ ,�- Q_ - 1 ---------�- - - --- - ---------------- orsTwcT. A PAR OF TlIE FEDI11tED COH6IHUCTiM OOCLRNID(f5 AND M CASE -- • OF CONFLICT SFMLL TXM PRECEDENCE LNLESS SPECFICALY NOTED ODERMSE u L �+ THE CURRENT LAD USE DCMKTION AS CONTAI ED IN THE v O4 COWREHDQVE WSTER PLAN IS WMH DVX ON THE PLANS. THE CONTRACTOR SITYL NOTIFY THE OWNER OF ANY DOOREpANCY `1 HHIT CLE SONS REPORT t PUNS EtH:,. _ ' AL REOURFAEN M OF SECTION 53,LA DSWI NC REOAxATIONS%WL BE NET. 3. SITE ND V#No SHALL OVALVE THE LOCATION AND REHIOVAL OF ALL UOER- i ,/ I - -- m • ALL MET.MiEIDtIS Of SECTION 36,OFF-STREET PAROTID REQL.NTEIElITS CROLRO TALKS.PEES,VALVES EEC. I © I p 23'RIEDMo SOBin( �I/ 1 ------ R. GRADI SK41L BE)JET. 4. SITE F"TING SHILL BE PE DOMM0 w Af SET NcEFOR H IN THESE PANS OR I / ( / I • ALL REOARO,E M OF SECTION 60.SIGN STANDARDS SHALL.BE MET. RUTRICAT0IS AND THE RFDDHMEIE Oo Ns SET FORTH N THE R SCIS REPORR OR+RtG THE PERIOD OF CANFIRUCTpN ALL THE Rtgt1 1lS OF THE REIVANDED N HFCS PAN SET.THE CONRMC90R UN tN:RlMATERIASE FOR NEMOAD AND RFYLACaHO ALL SOFT.YMSDwO OR IR6lADABLE MATERIALS 'i I ( ©0 �I / I I GRAPEVINE SON.EROSION CONTROL ORDOIANm SHALL BE LET. Q AND REPLACING Or-WED SI OR FI LED AR AS LL SEED M THE SOILS rr H.OT"�4 ' I • ALL OLUMERS SNMLL BE SCUETED IN AGCORDACE WITH SECTION REPORT.ALLMOISUR OR FILLED T TO SHALL P 8E COMPACTED m PER THE 50AZ SEC"503.1 WOUIRES ALL SOUR REFUSE MWSTERS 2%SOILS REPORT. 3X BELOW CONT"J AT THE OF PIACEAENI'sftBIC NOT EX=rACTIO 1 I _ \ 30.088SF� 1 TO BE V&WLLY SMMED BY SOLID BOOR FORCE OR WALL ONE FORT RE ABOVE NOR 1!BEIAW OLIFIED N.SOILS E WA L RE SUBMIT A COFACION ( i I I � \ 0.6 ,IC. 4 ABOVE THE REFUSE ORFSiER NOT m EXCEED 8 FEET IN HEIGHT ON STATE PREENED BY A IS PV- , EAWVM VIT ALL FILLED ED HINAR THE ' \\' , ALL SIDES(EXCEPT THE SIDE USED FOR GARBAGE FNOOF).SUCH Q STATE NWE7A THE WOW IS BOIL M rDA REAL 0 A ILL F O B AREAS AND �(,J I SIDES SHALL NOT BE REQUIRED m BE SOMIED UkESS T E SERVICE O SIUBGRAOE AREAS WITHIN THE EIMDING PM NE'A INND AREAS m ff PAVED 1 2T-a' 'e' Ii-4' 2r-Y P SIDE EDOF THE RICTff.M STORAGE AREA IS VISIBLE FROM A RESIDENTIALLY ORE 6EEN COMPACTED w ACCORDANCE IN T E SOILS PUNS AND SPECS I i I I • ALL PAF60NC FOR DISABLED PERSOMS SFWLL 8E OESk±HNTFl)ACWROBtC AND THE AtxoLSInDATION6 SET FORTH w THE roes REPCRf. W N Z § I TO.CNAPIER 23.SECTION 23.6 THROUGH 24.69 OF THE~_,N E CODE � S THE soRYtY SHALL BE CONSIDERED A PART OF THESE PINS i ; r I at TW , I % LOT 5. OF S REOIR�fr� WN is THE BLUE "'� � CL RL THE L00AUOMS OF UDERCROU D FACILITIES SOW ON THESE PUN ARE B45ED -� CONIFI CTORS FUU:ON FM SVRVM�RESPO61B M m COMACT THE VARPOUSS U LOrAL UTILITY OD~FM=IM IT UjIL LOT 3R 1 I 64.369 S.F. - - 4D.197 S.F.I I 1.478 IC. W = Z:O .COMPANIES m L,OCAIE THEIR FAGRIM PHNOR m SMRR/O ODINSTItl,ICTION 0.923 AC. / A. H No REPAIR OOWPETHESE FACILITIES SHALL ff PAD IS WO COrt1RAC`10R FOR DLMAGE - I I / _ EH"'E v~'► W.Z AND REPABt m THESE FAA21JfE5 CAUSED By HIS YIOwR FORCE. 7. ALL OOENSIONS AND GRADES SHOWN ON THE PLANS SNALL BE FIELD VERIFIED BYTHE R S!�° f ,y„•l - � Z W Q 4.1 REP CONTRACTOR ANYRIOR IS CONSTRUCTION.WICIEO GO PRIOR TO sNALLROLE NorFv THE OWNER/ ¢' \` /' "• i _REMIESQIMTP/E F ANY DISCAEPANCJEs E>aST PROR TO PROf?r7:ORD WITN'Cgt67RtNC1HOHLY/ RES \ I A FOR NECESSARY PLAN OR ORAOE C ANOM NO CM COPENSAMN SHILL BE PND E -•' r / � .m THE CONTRACTOR MR WOO(MVI NG m BE REDONE DUE m DNENSlow OR GRADES yll SHOWN wWR1ECTLY ON THESE PLANS F SUCH NONFrATM ws HOT MEN 9NEN. '& -WATER SERVICE LWE%Ats SNNJ.ff CORM+Ot TYPE'K' OIAIILIER SwLL ff cn Z AS NORD ON THESE PUNS A0 SHWLL BE INSTALLD WITH 24'LOOM CODER - I W OR BELLOW FROST UE WHCH EVER IS GREATER GO TPAC1om pFWM FOR RWl79tSIO TO YNXPRO Swu.MC1wT Al FEES SE MPURrNICE3 pEcuEIED eY THE unnY Z m PROVIDE A COMPLETE MORI®NG SERVICE �,. ,p* � I W 9. T}IE caTTMcroR SI4ALL poRFORM No 1RENORO w EXCESS OF 5-O'la DEPTH -' i --� - ` o Rs 4 td ; SITE KEY NOTES UNTIL SODA TWE AS THE oWNER FURNISHES m THE OONIRAOIOR OErA LED PANS AND SPE.CffCAMNS FOR TRENCH SAFETY SYSMWS GDFORWM 10 25 Boom I - _ com OSNA ROMAM ANADEA PREPARED BY THE oPEIE'T SSITE S RVEY.THE r.O I E LIE OF SAW CUT PAMNO m BE RE]KNFD AND HEW ENTRY 10. ALL L FIELDSVERIFY AND EA LLA SET CIMSHOWNA ARE PER 7}E PRIG SURVEY,THE CONi THE IR • .7e•-a• R 1 I i m BE INSTALLED. NEW CURB.GUTTER SIDEWMK RAMPS, SHALL HELD SHALL ALL SEW OW AND FA417MNTS IVE I m CON5IRIJC(Ipl1,THE Apr ply, I 7 I HEW i oylDs O� AND iHRNE N%PRp•12E5 IN CITY R.O.W.sH1ALL.� coNtra CtOR SHALL NOTIFY TEE OWNER/REP�ttATTVE iF ANY Dsc2HEPAiaes E%TSf. ANDCON RIVE A PER CITY IN CITY R. Mg 3 ( I ECOSUIC am m MAIN � =F- I - 41 ® NEW r P.C.C.CURB AND GUTTER REF: DETAIL, it/C5.0 >r I NEW 4'THOM BY 4'-0'WE � - Q (I I I ( " I ® BARRIER FREE SIDEWALK Pulp �-I E L..-.-.._-..-..�____. PER CITY.SUNDUHD$-.. 23•HA - HIVE taMNDt nAWNet ———— ———— ------ � -------- ------- 0 NOT USED. ® HOT USED. © AC.PAVING AND EV5E REFERENCE SI--SLOPE 1/4•PER REPORT FOR Et 135.00' ,TY�'rA+oDrt CONSiRUCipN REQMTS. FWFZTEflMEST H wt A- ®® 4' PER 1'-0'FROM WALL�• SLALOM NEW TO CURB. FINISH AS . zm ,IDIA9 Vow LEGEND DOOMSIDEOW NOT USED. - OO YARDUCHC,TOTAL OF 4(4-THBRFE WAYS} c LAY tAE W 8"WOWWTOR WN 2 a UGHIf FIXTURES SUPPED AHD BHSTM A rn BY C.C. _ - LK 1i INSTALL GUARD POST PER DETAIL 16/CS.O n �- !')OfiMD ==Sm SIR== Omm mm uHw WiDows -O--•- DaSMO oM UNE �2 PANT 24'HIGH LETTERS WHTE TIME OEMM — � mIltneM "m RD =_ Comm wwwomm avow ums PAINT TWM ARR—YELLOW PER DETAIL 16/CS.O d EDc oRr - OOSM W D TD NOW L NORTHWEST HIGHWAY USE lRU PAMrtN-- Da4q UIDOM M TEL K 1E s �V--&WL-- 0051M UIOBWROAo SORNRCM STD W1f Q HANDICAP SYMBOL PER DETAIL 1/Cs.o (100' RIGHT-OF-WAY).TER AW_VE Q P STRIPE YELLOW (BLUE o HUNDiGAP «� IW= NW-OF-WAY y� POpWR POIt ACCESS M.P. T�^ ,03 '�""�'y` © AM wG ACCESSIBLE PA SRC PER DETAIL 2/C6A OF GRAPEVINE RAPEVINE ® , O SWUM SAER MW IDLEoAm rrnw Rk" O7 LANDSCAPE AREA REFER TD LAHgSfIPL DRMM6NGS I,1011'a Y e►teL RHos AM yH RoomBOmt B MBEWSS M TAp A MwWww�E WS NNU® O .. ALIM,HSWamE I/lOWL'QQ E- DORW an a MONtA1FM SKIN-C.C.SiNJJ.PROVIDE PURER.SNXI cArP E- -_ INSTALLED BY OTHER. I S"-S- UN001011QA0 r PK MIHION1011 4IIYE I $$ggZ� --W.—. PRa106ID M10t— �9 WHEEL STOP AS REFUSED. I CAPTION —a— PROPOSED 0d LINE O —E-- "WOW OVEAICAD OECRWa Low ELECTRICAL EQUIPMENT PAD,SEE EIECTOCAI DRAM —Eu —_ PROPmm,+ouRaum nw we tsu SIZE PAD AND LOCATION PER LOCAL ULLFrY OREC IO'm BN' CN°MM Bi'c .vzwj —T PROPOSED OVOR(AD TE1D40IE tA1Gt VERIFY REQUIRIDAFNI3, D.SLICKNOI .,ST.JOIN -N— PROPOBm tROOCI om ine4vw LM L Sodw Dale 1'-20'-O' 2 IM NSION PLAN 20 D zo ,o eo C000-08 IS A REQUEST FOR APPROVAL N"°I'N-. VICINITY MAP I•D 1- - OF A CONDITIONAL USE PERMIT FOR A 7.009.020 RESTAURANT WiTH A DRIVE-THRU SERVICE JF sb.R LOCATED AT 721 EAST NORTHWEST HIGHWAY. TFAW N Tin 1 , a+ +9arm R.wte,xa SURVEY INFORMATION �1 rAar 1�lsnmesr Hwr a�1�oa r�R�, Lor ,xm(1,ttn m19 cases �coImAENTs Wz4/oo)NOTE Q THIS SITE PLAN WAS PREPARED WITH DISTANCES AND BEARINfS AS PER SURVEY DATED: FEBRUARY 2.2000 AS PREPARED BY: WELCH ETVOINEERING,INC., 621 W. COLLEGE STREET,GRAPEVINE.TE1(AS 76MI MAYOR (817) 410-8018. 2M1ELMY 1 (ll1Te � I W.R. BOYD CENTER CHAR" Q A. F. LEONARD SURVEY CABINET A,SLIDE 5478 amABSTRACT NO. 948 P.R.T.C.T. LOT 1R SHESr S Or 9 Q �„ APP9M om NOP N1T1T M mw wca rR. _�- K IN WNFtJ< coca OR {4 •sw...e+w �®� OFMINNiCrL OlPM011W OF OEIRLDP1BfT SGICp h t 1 tt i I } I LOT 4 ' # so,cs.F. t 0.6911 AC. t ;^ 111". 1 useSO-OR 9441L-� cow ( Z _ I rm rw I I I 1 ( '•a:F:h:fh P.�,yi.y.; Q SPECIFICATION ClIFICe Tlae smLOT 5 asw n�aaonc a» LOT 3R .-.-..�-.-. I ( ! 64.369 S.F. ..xr aurc oson�a oaaa .rLm xu nAaa > /�/� 40.197 S.F. ' I -.�._._.j_. ' 1.478 AC. ee i/0.923 AC. I I e[uaa cmua ar+o.a ro mo n[xa •c nxsa:ox wn m .xxeo1px"mr..iri,r�a'r°�'x• LaA PROPOSED It LZ DRIVE TARN S 1 11I I an:nm no oxu rwr wme iK.P-.r acu —! ey,,, F� RESTAUiANT Li s i Yx xXtlO N J/f•Axf a m rt iMYY>CHYU M mOm[ b I j I I L'------ wxeaswew.arnmx.>nm.a.ae. N = _Z wwxua xxa h�.•wu a.�rL xemM[ee nraam a`u � � _Z ��� � j j i I ! xmwama.m�wuaem.e ' •- •_ ".-ram'-._. ! '>°O1�` iev w®aiac ae°a�a4�w o�`aeocm6nc x�iem :' W CS.r.e Q ! a oa>x.>e x[ow xemxm oee.ex�.wm. i ! x,nexann>mnwxwae�amuwna� = 3 � a. i - wmrauW�xn xxa onus C mx - 11WIRLBS EASBIBR, .+.�..- t iw xs wracxe un.ww�m I i I W as rE mm'em.ao terra: V I � I I � , - �o o's'iruLYrue�w a ms r�i - 1 I I m� z 1 I i i E,. i W -I 1 - E- w<Dare nam u m rma ! - ;-• PAVING SPECIFICATION s 135.00' AAO LiVig GVISt1C A1C4f N ALL - -. .- ____--, _. _._._._ _ _._. _ pSJ.9C•/S SPILL Ar i1afD M A Imi1IV SAV41W a -- e A17l3'aN I Olf>E i1'SI!LrEF G14 A f my la ALN/L7A:Q:M)OE GIQ a aw L71LLtreD A77ge sue t c'77 a g >wLr NORTHWEST HIGHWAY 1Eem C �w Of sput ....>n A. 103GRAPEVINE 1A•N/�.�W}AOblllm s u m a r smnmecxsec mum aut mAws mm amerua a IW1(TVER G G1PI1oL. D.0XIOAM R sr.JOHN Y . Seal: Dante PA P,�AN 20 0 20 40 8D �,/� Pro}No- VICINITY MAP ' N7MBE&aroD-oe 7.0/0�9.020 rn EMTNDRT,IWEST 191MY, s1».e /'��.Q s�soF9 HYDROLOGIC COMPUTATIONS PRc-coNSTRUCEAN EROSION CONTROL NOTES: - /� //+3 lOR PER CITY 7YH EAST NDIOirmw w. 63/1/om R Coy DON owwmm 9,NNBDDa OM Tom III IOW tIA911tLIH roMl atu IF NIO®1T I- ETHIS 90N��KEN PRIEPARED To PRMW of slaw MOM TO PREVENT ANGLE FIRST STAKE TOWARD i 17t 4.sopt 1.sx eaa GtauRA Q FRO, T FT ARrA No, AMID ANSI v Cm• WIN w w M NPN CMW PREVKtUSIY WO SALE 2 3 . a a ) s 9 to IT is 13 to 2. IHE CONSTRUCTION ACTIVITY IHCUADO INTHESE PLANS ARC /4 REBAR OR EQUIV. MAYOR +' A - 260 A .891 1.091 0.80 0.41 0 10 t0 5 6.8 2.72 & ROUGH GIOACLEARING ND GRLgeM 3 PER BALE. Om 100 11.6 4.76 G FAIN.GRADING FLOW PLUMl1®10 AM 2T>1� 0. PAVEMENT NSTAUATION _ HYDROLOGIC COMPUTATIONS Pm-coNsmL cnoN E. �ALaRNo _o Wow s u ro r N N �r OR NYLON TIMEar CON ORIIVtION OEM" Imm Tom 3. THE TOTAL£STARTED LAD AREA TO BE DISTIMED IS -- C AIN" a metrI ,-OIL_ACRES. -1-- FLOW ODE:amoeOwDl nooWAlmuaA1 noww. rsHew Tom Lxlwnc -_- � A THE ESTIMATED RU -OFF COEFRGENT UPON COMPLETION OF PROOM FROM To Am Na Act" wan Y Y AA UN MIN MN HI n„ CFS IS.9OX(INFO),AS SUPPLIED BY OTHERS ORIA"STAY) - SHEET 4 OF 9 Q 1 2 3 4 3 6 ) e / to t, i2 6 to 5. THE SOAS ON THE SITE ARE WAIRALLY OPMKF/E CLAYS. N4RDK BOB noNMDOOM NM WORK A 260 A 6 0.4E 0.4E 0.90 0.42 0 10 10 3 .8 2.84 ANCHORING DETAIL N COBUCr WITH ANY CODES OR Too 11.6 +87 a �COWWTOR A ND AT�.MOUTHSPROTECTION EMBEDMENT DETAIL GLmeEANers , A 260 A 0.22 0.22 0.35 .08 0 10 TO 3 6.8 0.34 7. THE CONTRACTOR MUST COMPLY WTH FEDERAL.STATE ANTI LOCAL Duerr or x�nO WW smwm 100 11.0 0.93 REGULATIONS RECA OM SEDa MD EROSION CONTROL v DETAIL NOTES: ' 5-YEAR - 3.4 CFS 100-)TM -5.8 CFS 1. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SNN1 PROVIDE AND MARRARN MAY BALE CHECK DAMS PER THE DETAIL..N THE AREAS ` W.R. BOYD CENTER INDICATED ON THE GRWM PLAN NO MIT OTHER AREAS „I CABINETms. ABSTRA47 E(A, SLIDE 5478 AS DIRECTED BY THE E A F. TRACT O N0.9A6 SURVEY P.R.T.C.T. 2. Tiff CONTRACTOR SMALL PROVIDE AND IAWNTAN HAY BAJU3 AROUND LOT iR ANY OPENINGS COMPLETED. NCO THE STORM SEVER SYSTEM L44M THE PROJECT . 3. OTHER METHODS OF EROSION CONTROL ,X-SKIT PQICES> CONTRACTOR ,/Y RAM Na9'40YA vUr ne6 IF YAPPPROVEDD BY TH BE unuzED BYE EHCIN w'i#.tN OF HAr eALEs, nNxw x� :umt ixcu i MAMA ivan irmc uuu i w- � Jn- \ AT+= czrm6sx GENERAL NOTES M 4=7 JNR WE AONT wn 'y \ 1. PRIOR TO STARDNO CONSTRUCTICKTME CONTRACTOR SHALL BE RESPONSIBLE tNDAE 6W.0E4Ut0E sco 9i pi OR 62MA a21.4 631.] N !Ag! plppE)tR'.6'QQQ6P$---- / a20A 420A A I TO MAKE SURE THAT ALL RCOUMM PI RMITS AMID APPROVAL$HAVE BEEN E� DOS,EIO NASDIll m a21A I OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BE"L .THE CON- r IN 11i a2,.9 i \`\\ TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL KAM 40 G1HER m N21.4 ma's \ DOCUMENTS APPROVED BY ALL Or THE PERMITTING AUTHORITIES. �y� V) Z \ I 7- ALL WORN SNAIL BE PERFORMED N ACCORDANCE WIIN INESE PLANS AND X RADpC a2f.a LOT 4 I SPECNG+1110M5 AND THE flEOLWNElElTS AND STAADARDS OF THE ROOM. W 3kT.' 1 A-A 621.1 30,08MI7. I OOVERHNO AUTHORITY! THE SOL$REPORT AND RECOMBT�7IO S SET TOM CL _ a2td 0.691 AC, THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCt44M AND N CASE }.- - $21.0 i OF CONFLICT Stall.TARE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE W "-'M Mp-D 1 ; ON DIE;PLANS. THE CONTRACTOR WALL NOTIFY THE BLOCKBUSTER VIDEO E� •7• Lys V 9UAPp• m \ / az,.) i CONSTR.MNAQER OF ANY DISG�PANc�Y BETWEEN SOTS REPORT N PLANS ETC- 6212 azxo `\ A SITE cRaLID tA1/6 SMALL,PIPES.N4AAE 1 LOCATION AND rEMM✓N.of NJ.UNDER- WATER N w Q rtEas AS MBRAARY - / 62LI - - a215 -- 4. sat MADR76 SWiL Be PERFORIIED INACCORDANCE WITH THE=PLANS AND Z� Lj Q I ( e21A R9uMNG so"013 me LOT 5 REFEREMCE0 N THIS PLAN SET.THE CONTRACTOR SIWL BE RESPO41BlE FOR p ti = (' ACCJs s.LL , 64,369 S.F. REMOVNO AND REPLACING ALL SOFT.YIELDING OR UNSUDBLE MATERIALS V 40,197LOT S.F. I SLOPIOI I 1.47e AC. AND RFPtxxlc WINsBpaE wTERSA.s AS SPECIFIED THE sorts (/') O REPORT,ALL 00C0/AFD OR FRIED AREA$SNAIL BE COMPACTED To 9.'DE OF MODIFIED PROCTOR MOONY DENSITY PER AS,T.M.TEST D-496.MOISTURE A OWTDIT Al TIME PLACEMENT W E OF PLANT SMALL NOT 90CEFD 2%ABOVE NOR 3X BELOW ADORMOX 3 8 PROPOSED OPTUAL CONTRACTOR SMALL SUBMIT A COMPACTION REPORT PREPARED BY A WL a•TICK a a T OPoYE THR U - --J I _ QUALM SOS ENGINEER.REq$IERED WITHIN!THE STATE WHERE THE WONT Z - N RESTAURANT \ , IS PERFMAED,VE16iYM THAT ALL FILLED AREAS AND SUSGRAOE MW W _ am 63, �A \ i WITHIN THE BLXDM PAD AREA,AM A AREAS TO BE PAVED HAW BEEN COMP- CIA CIA - I ACTED N ACCORDANCE WITH THESE PLANS AND SPECS AND THE RECOMElO- AVeleaN RN4L \ coxBeOl-- ALOON5 SET FORM N THE SOU REPORT. F.F.622.1 °moo a21.1 w:OTL n s Smw a tIE SURVEY SMALL BE A PART OF THESE PLANS S. THE LOCATIONS Or UDEiBOfIOt.RD FACILITIES SHOW ON DES PLAN ARE BASED 021as _ 02H,7 ON FIELD SURVEYS AND LOCAL UTILAY COMPANY RECORDS.IT SNAIL BE THE SL 621.2 \\ CONFRICIORS FULL FAE3P ISIBILM TO CONTACT TIE VARIOUS U1p.11Y COMPANIES TO LOCATE TIER FACADES PRIOR TO STARLETS COISTRILTION TEMPORARY STONE CONSTRUCTION .' a2/.7 ` No AOORWNAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE DMANCE / PINT a212 \\ AND REYAR TO THESE FACLITIES CAUSED BY HIS WORK FORCE 2E Ad35S F/6B6R a= 6gO 62/A 621A �\ - 7. ALL ONAMOlS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERFlED BY 6Y2A im.9 THE CONTRACTOR PRIOR TO CONSINUC710N.CONTRACTOR SHALI M07WY BLOCKBUSTER DISCRIVIANCES COST PRIOR TO ---------------------- -- -----.... '--^---------._._..._ ..-----___ _.......-- -- -- - -----'-'--.._ _--'--- .._-----.._.._._---------'-._._-_...-. _ WITH COHSTRUCBOi MR _ PROCEEDING ...--- -----__•. '----- ' 62tA 621.N Lit hi ` IF ANY 82f.4 IS a213 - - C01PET61dON SMALL tE PAID TD THE CONTRACTOR FOR WORK MAWq TO BE sa0 W REDONE OUE TO DIMENSIONS OR GRADES SHOWN NWRNOMY ON IN=PLANS a 6223 R E SUCH NOTIFICATION HAS NOT BEEN DIRK. B. TWO SERVICE MA1ERIAS SNAIL BE COPPER TYPE"K* DAAIDER SHALL BE -n FWaI ate. t122s I 1 AS NOTED OFI-TEES£PLANS ND STALL 8E NSLLLEIT WIiN 24 M94MUM COVER e22o e2t.7 01 OR BELOW FRGSRINE WLICN EVER 15 GREATTR.CONTRACTORS PRICE FGa WATER j E B SERVICE SHN.L NGUAE ALL FOES AID APPURBNCES REQUIRED BY THE U'TIUIY ,AN.N H y�G I i W TO PROVIDE A COMPLETE WORKING SERVICE IosaR,Rr 9. THE CONTRACTOR SMALL PERFORM NO TRENCHING N EXCESS OF 51-0•N OEM R"R ANTI SUCH TIME AS THE OWNER FURNISHES TV THE CONTRACTOR DETAILED E NORTHWEST oWWN cE PLANS AND SPECIFICATIONS FOR TRENCH SAFETY=04 CONFORMING TO a r 02" O.S.HA REIXRRENIDM PREPARED ITT THE OMEN'S SPECIAL CO SWANT. rags =w m 10;ii-m 11m Itow im VL. W low --- ED GRADING LEGENDp�f To FBI IXt511NC ELEVATION �,�`OF rwt ,G3 NORTHWEST HIGHWAY r t"mWITE, - GRAPEVINE ��wl�»=W TC TOP OF CURB ELEVATION ,LL IMPiOE.WM4A�MIM M OK OM a HwavER (100' RIGHT-OF-WAY) TP a PAVEMENT ELEVATION Nees. PROPOSED GRAM ELEVATION 4 __- wtmmr*,- �g PROPOSED CONTOUR FSEYAl10N Ram By:3# R.Sr.M W.CAROL � fox..BIICJOIOI R. JONN SOW. ERA: -r--3'- UNDERGROUND 3'PVC IRRKiATION SLEEVE 1•-20•-0' 20 0 20 40 60 PROPOSED DIRECT"OF wwwE now Amm AoH.N. H 'RA IN(� PLAN PROPOSED now LIRE(SALEE) 7.009.020 o-ao F4TOP06FD GRADE IIIRFAX CAGE IXAIBERs 0000-00 ENERSCHNICIEL VICINITY MAP nT EASE RIMY. s..e C3.O ISHEET 4 OF 9 UTILITY NOTES "d COLMM(2/24/00) ��yy,,3/1/00t PER CRY rn K 1.Aest NYY LLI THE LOCATIONS of UNDERGROUND AND EITHER NONVFS�,E UTILITIES .a Y106YC MR 8011/tN9Ym a SHOWN HEREONHAVE BEEN oG SUCH FROM DATA EITHER FURNISHED WON a BY THE AVAILABLE CONTROLLING BY SUCH DATA AND/OR EXTR SUCH FROM • RECORDS AVAILABLE LI US BY UR ACE FEAT COMROLLMIA ONS a RECORDS. WHERE fTLkID THE SURFACE FEATURES OF LOCATIONS ARE CAMSHOWN. THE ACTUAL SHOULD BE CONTACTED RELATIVE TO THE PRECISE UPON THE OF ITS UNDACCURACY OF SUCH LOCATINSTAIONS OWNPRI E ANY RELIANCE PLANeerw a►q Damreo�uYSY1oN a UPON THE ACCURACY of SUCH LOCA710NS SHOWN HEREON. IeCLuaNG PRIOR TO EXCAVATION AND GIGGING. CNAgWe1 a DATii a SOW 8 of 9 a AFRIC 1 GOES NOT AURIOM AN MAY( W.R. BOYD CENTER IN Colmar WITH ANY coca OR A F. LEONARD SURVEY CABINET A , SLIDE 5478 ON) MOMIL ABSTRACT NO. 048 LOT 1 R P.R.T.C.T. @PMIYBK Or WauvIMJfT Sam= 1n SURVEY INFORMATION «.aunmMOM s —/+' ®NOTE' vT..e THIS SITE PUN WAS PREPARED WITH DISTANCES AAMBFARMCS AS PER SURVEY DATED: FEBRUARY 2, 2000 AS PREPARED 8Y: WELCH -i— ENGINEERING. INC., 621 W. COLLEGE STREET.GRAPEVINE. TEXAS 78051 ----------�--- --------1 -------- _. (817) 410-801& 7------------- s i 1 I I 1 I Z Ytll✓!EK LOT 14 30.OSMF. 1 j [kl: 1 0.891 AC. I IJJNt��OO4 / I I i I G LLVF1iNOJ -TEFL t UGW POLE V♦ O LAJ a�op�e� NON--~CROUT CONNECT GROU00 " "' 10 r LOT 5 C� m k• Z ANOM WISE LOT 3R ' I ; i ( 64.389 S.F. Q W COVER - 40.197 S.F.1 1.478 AC. .J ~ 2•CKAAM 0.923 AC. y-p TIES I / I All Pu&Ic UTq s i W W TES ( ai; - e �PLACED UNDERGRGLND �/ t(�V 'yZ �S y 6RMf IY ON CENTERS R �'21 I PROPOSEDM 33' i O TAURANT� j st/1 W �i SUPPMZ 1y,1 a ~ = t +. 4 g� I I I L------ ewE U q3 z CO NOWWAM fix• — wx awlspAT 12roC caNeeer taEPnoa m ; �r i W lit = L------- f°�'rA�talT I — -zs®E- I W: e'Cr4UND IQ 4 SNL SwE. PwJ►6'YS , � I ROD— ( 2 P AS I 40 o- LS Q Ir LEGEND I i r r a Ol�+waTOM Ioi I I ----j-- AS tccn.caoc � .� ---i--- ------ LOW UNE � ————— -- ""' ——— L_I zrewc++eur¢ __ _---__-.-- ----------------- �———— ————— — X - I1,1 tx`_. ——:—— on**wtru argil T� c�C - .—.__ amm SA9 mw--.. _ -_.__.. .------ -- ----...--- ------ -— -----/------ ------ /— --c -- 0tsleoa ILA ----�av ----- --ry— ,x4-- -- ------- _w ---w-- Eaeno urmuaADuto EuiDtmc tees --*-- Emma o.ORw"m.vmw tm - n ® ••• ,� — ••• w'� -�TU-- VIS"UNOE1MOM t UMW tees --awa.-- DMM umtwaw Sam410MM eat.CA"wm � WAX -a►-rwr J` POW Pots Yi a SIM wee.7 W Ex e'eL o� mm acu.WmEsrw. 3 e.0 sf. WAM NO GM 61M 1 MIA i—i- 0 swrw strat Ywt mu E— DM 0UY :f c - to osNORTH EST HIGHWAY u AROV "M 'wom'offr io (100' RIGHT—OF—WAY) =ze= FIWOSM OVVWM�t,we PIMWOMtM� RID T WKM ORNwm maNae:UI16 pie•-- PROP m UNOBgIWMo mEE om Umm 4 OF ZE wen wow amp 1NM ow eet leeENw eeE l9! ttewwPwemcxwmuIn '�G RAP EVI I�E M w°ww��� GRMEYINE- S W 3 w,a CAPITOLDim ex: Cn«wa Or: D.&1C%IER R.ST.JOIN SmIM oanc 1'-2W-W 00 IT ,PLAN CASE NLYIBER CUOO-Oe 7.009.020 VICINITY MAP 721 HWY. 4 s rm. Am Mo. fMPGSi L ANT Nl 1REPS 9Wy BE A YMNMUM OF r CAUPER IN 721 dlr N RnMIDIS Noy, 3/1/OD:PER CITY CUDD /1ANAVC PLJ1�71 uJ DIAMETER MEASURED 6'ABOVE GRADE AT PLANTING UA 4.AM 1.MLR WM tlh9611 00 ®ITS(2/24/00) , '" n rL" PILL my SE!PLANT LM y AgAtpy QTY BO CAL TANI NAME COMMON NAME SPACING REMARKS PUAN PaAHNIm eHOvlty 4 QUERI'xIS VIRCINANA LIVE OAK 3" MIN. CAL YAT'oR sEOltl[TNIIY n 2'IAx0v t I AIM 11 PRUNUS ►EXICANA MEtGAN PLUM 6'-8' HT. we n A09ER SMEMWOXl 4 CERCiS CANADENSIS REIMO 6'-8' HT. PLANNING AND MWO COMMISSION n 8 PHOTINU x FRASERI REDTIP PHOTINIA 48' O.C. 5 GA n 140 ILEX CORNUTA 'BURFORD NANO' OWE. BURFORD HOLLY 36" O.C. 5 GAL A Atacaf aFRcw eVt L377 RAPHIOLEPIS INDICA 'ROSEA' INDIAN HAWTHORNE 'ROSEA 38' O.C. 5 GAL -t LAW 7 PRrAW sawm..rri — — � NANDINA DOMESTICA 'HARBOUR DWARF HARBOUR DWARF WWDINA 24" O.C. 1 GALSEM 9FEi•6 OF 9 n e ANaMil.,� TRACHAELOSPERMUM ASUTICi1M AS1AN JASMINE 18'-24" O.C. 1 CAL APHIdI�ttOkY ll0r AURNONIE AM n — JOR REGIONAL SOD s t. WW N CONFLICT WIN AM CODES OR GROUNDCOVER PLANTING DETAIL wwmeff or mumma sawn SHRUB PLANTING DETAIL W.R. sow CENTER 3a, A. F. LEONARD SURVEY CABINET A, SLIDE 5478 y , ABSTRACT NO. 946 P.R.T.C.T. LOT 1R VE aAp!'Iy Hf1NRC{L IaioloHaL soC �. POT"' 1 1 LANDSCAPE NOTES:1 1 R AOTC Owl aw"Ro v) 1. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS. LABOR P AYL Of ANT A f"miawe) AND EQUWMENT TO COMPLETE ALL LANDSCAPE WORM AS SHOWN ON THE BE APT AAW AND q LK Ow PUNS AND SPECIFICATIONt& �. ro —————— D 2- THE PLANT LIST IS A PART OF THE WMNGS IS ATTACHED To THESE SPECIFICATIONS AND PLANS INDICATES EQUALITY, SIZE AND Q DESCRIPTION OF THE PLANTS AM MATERIALS AS CALLED FOR AND LOCATED ON THE GRAINING& THE QUANTITES ARE FURNISHED AS A LAIC OAK / 1 CONVENIENCE THE CONTRACTOR S RESPONSIBLE FOR HIS OWN 1 1 QUANTITY COUNT. ANY DISCREPANCY BETWEEN DRAINGS AND PLANT f LIST SHALL BE CONSIDERED AS COPRECT ON THE DRAWINGS. ANY G LOT 4 I DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF THE Ate+SCEs Puaw 30.OMW. ARCHITECT PRIOR To THE SUBMISSION OF THE BD. N c) _ � Z 5[o AMN JWAK a) 0.691 AC. 1 - 3. LANDSCAPE CONTRACTOR L BE RESPONSIBLE FOR MACNG HIMSET.F W m keA cEDa4 NLNA{4) ,M4alI,A - Dow �. FAMILIAR LINE RUNS. ALL UNDERGROUND IRNJTIES. PPE$.STRUCTURES AND 4. PLANT MATERIAL N UST BE SELECTED FORM MISERIES THAT HAVE BEEN LAI a. /M II'AE INSPECTED BY STATE OR FEDERAL AGENCIES roao�N EueKq IF A PLANT S FOUND NOT TO'BE SLITABLE OR AVAILABLE.THE W �O LANDSCAPE CONTRACTOR is To NOTIFY THE ARCHITECT BEFORE W W LL CL TN BIDDING. THE CANNER. LANDSCAPE CONTRACTOR.AID ARCHITECT ARE 1 i 4 Di,anRaao(4,> ARE THEN REQURED TO SELECT A RIEASONULBIE ALTERWITF_ �. L) .. - LOT 3R / t eumow(H,> - 64.369 S.F. 5. PLANTING SOL MIXTURE: L44N.L11 W N 40,197 S.F. - 1.476 AC. MANHTAN SOIL IAIXTURE AS FOLLOWS: Z W3 a' Y" 0.923 AC. i 4O% EXITING SON. AND TRIES: = d' • 1 REFER PROVIAW&ICAtAl. )eN ® �/ ' 10% SAND WARM Ra R96W - It Y § txHTf�RU _ 20% CEDAR BARK YUI.CN Lao"&&A 30% PEAT Moss wet w `a fl '1/ RESTAMAtNT ALL PLANT MATFJRAL.WITH THE EXCEPTION OF SEASONAL.COLOR To � Z Rm Tow or aN1 W y WEM /J BE GUARANTEED FOR A PERIOD OF ONE YTEAR.. JAW TD AVIENT a 6oallo (/ L—————— 7. UPON COMPLETION,ALL DEBRIS AD WASTE MATERIAL RESULTING FROM 6 PLANTING OPERATIONSCLEARED L SHALL BE REMOVED FROM THE PRQIECT AND THE W j sETTT�MVYr,sa4r 1 µ'me' F AVAILABLE ON SITE.E OWNER SHALL SUPPLY WATER AT No COST.cw +ANu6RAmD sM IT VALL BE THE LANOSCAPE- Lea) WAVER IF THERE IS NONE ON THCONTRACTOR'S �TO SUPPLY a -= r®aw 1 9 CONTRACTOR APPROVA�OWAK OUTPRIO TREE INSTALLATION.LOCIONSAND BED CONFIGURATION TREE PLANTING DE?AlL sa fans DAe®a m 10. CONTRACTOR IS TO ADVISE THE OWNERS REPRESENTATIVE OF ANY CONDITION JJJQQQ AOW A�srAas) AE9 aw ASWI,AVMKIaa FOUND ON THE SITE WHICH PROHIBITS INSTALLATION As SHOWN ON PLANS 1 It ALL SHRUB AM GROUND COINER BEDS SHALL HAVE MIS WM OF(27 TWO 1 INCHES OF HARDWOOD BARK MULCH. J NwOgNFs(al 1t 3 2. LANDSCAPE EDGING SHIN.BE LOCATED AS NOTED ON PLANS. - ' TREES SHALL BE PLAN ND AND AT LEAST(51 FINE FEET FROM ANY UTILITY LINE.av[AI RED MO AsrN•�HN+Xa/) URB OR WALK AM(31 14. FEET CLEAR DIAMETER AROUND FIRE HYDRANTS. TREES OVERHANGING WHIM AD_ARKN HAVE A G AREAS SHALL CLEAR TRUNK OYFF ...._-_.._ .. ... --- - _- - - - - - TREES !{4tIGING VISIBILITYEASEASEMENTS of RLGHRT-IT SENILE HAVE A 2 MINIMUM CLEAR!EIGHT OF(91 NNE FEET: moMGMTRTREESovEPoHANGNC PUBLIC C PAVEMQHr, DRIVE AIAFS,AND FIRE LANES / __ 16 WILL NAVE A MINIMUM CLEAR TRUNK 43GT OF.(14')FOURTEEN FEET. 0 T LiRAt ,aqt.st. �atL / tOteq •.aaaiaxrL Woo oNEOL wnf 17• ON SLOP WILL HAVE THE SON.STAIN (ROOT BALL)ATAVERAGE GRADE � / �neew q,u sl 1 �y ten,cmioa 18. NIO SNRIIBS SNAIL BE PERMITTED WITH IN THE AREAS LESS THAN(3')THREE ` fetus mtAs 1 w 135.00' FEET IN WIDTH.ALL SUCH AREA SHALL BE GRASS OR OTHER F'ERAANEM QW FIXED MATERIAL SUCH AS PAVERS. 19. NX�W(HSz••ALL TWO F SIX INCHES IDSCAPE MATERIAL IXi H.OFCLUSIVE TREES, VAtL�VE A� S MINIMUM CLFJJt TRUNK BRANCHING HEIGHT OF(91 NINE FEET. 20. A VIS6RIJRY TRIANGLE MUST BE PROVIDED AT ALL INTERSECTIONS AS 'A�0°Ar REQUIRED BY THE CTYS STANDARD ORDINANCE. SHRUBS ARE NOT TO EXCEED (2'-8")TWO FEET SIX INCHES IN HEIGHT. TREES WILL HAVE A CLEAR NI N MUNI Sr,,PO ARC RD THONG BRANCHING HEIGHT OF(91 NINE FEET. 21. ALL PLANT MATERIAL 9441 B:MAINTAINED IN A HEALTHY AND GROWING CONDITION.AND MUST BE REPLACED MrA PLANT MATERw_OF SIMILAR VARETY NORTHWEST HIGHWAY AND E. °"S SK DESTROYEDT DR REMOVED. t03 �' LANDSCAPE AREAS SW1L 8E KEPT FREE OF TRASH. LEER AID WEEDS. �4�aF'L01'H9 GRAPEVINE (100' RIGHT—OF—WAY) �-l�- L Iwr aAmw wr saa[furs w[A. Kiwmnose Wan r vaAral Ap a R F4VIOLER AL WALL lr®AMM M W GPIVEVmE-IEEw,S SS 4 � ^�A VA CAPITOL W'• .. - _..... _ _ Soak _ DaOc 1t 1 > .fta ANC�APE.PAN 20 o 20 ,o BG CAgE I 7.009.020 VICINITY MAP L-1 o r_ T NFQEL GUDD-08 ' L 11 .O 00401 rn wr acAenmcat/mr �s%oa PER«n I IRRIGATION LEGEND ,a+,ANOa(,,xE, cep ®croewnTrs c2n+/ao> o" a aar � SYM 17EAN REMARKS 1 Snow ►® DOUBLE CHECK VALVE ASSEMBLY FEBCO-805-Y OR EQUALSoLowr a on,m II II 1' ELECTRIC VALVE �m a mz ' WOW AwLL 1'MAIN LINE nnnwA No Care�s�aa a L J - ® SHRUB BUBBLER TORO 570 OR EQUAL a r O 4'POP-UP SPRAY NERD TORO 570 OR EQUAL a W.R. eovo CENTER • SPRAY HEAD ON COPPER RISER TORO 570 OR EQUAL I",+xr"If A. F. lE0NA1tD SURVEY CABINET A. C.T. 5+7a ate' a x tmdw71.-,Xswtti: mm ABSTRACT tq. 946 LOT iR P.R.r.c.r. LATERAL SUPPLY LINE _ Y smw as 91Bif 7 OF 9 a MMa9L DORA Na A1R1RA6R A?Jr>oaE1t ® STATION CONTROL 80X LOCA77ON AS PER OWNER IN camnicr t�3 OR x cawoAr7E oLSE ar (pats AL Mawr aAr7 LaNRNX 11r-v ,R� yN' 3/c +' r yr yv Ir SLEEVE SIZE AS NEEDED CL'lPlV11YDR OF 011ele7%mff sAI m t gamma +m ,m ,muA, ,>«, im ,� 4 I m S 1 , m a AMIK vaxuwr 1 t�, 11 m ' iAt toz w/ORASWAM neaAA7rwo+lpDc�t Itqr----------( MAW oom 1 ,a, 0 'frMa7cr r, GR aux t�ae E�71Mat eW'aarAa IMIO1IRRLG�17101M MD1ES 1 +`ZONES , ya , .� LOT+30,t79aS.F. I 1. LDR411SED STATE TE)AS AND A gCM?E R S R TO94Y CLXAMON SHOP ,m - a 0.691 AC. 1 DOG9,6Y 7O LAW(V AVA ARr9M/EL^r N>21W I AN51ALLAtA.W CY' PICr ANrE rwc y. „M y. p4AGR+Wi111C ura/T NALYE ANO HEAD tOGITKWS ALNP/at 2. 006a"'M SM7EU M�0MALLED HY A LCOVSED STATE OP lEX4S agm O. i 1OR Ac ' 2 yN' igi / m MAx AYWAM aECINIYIL CLIV/R mR SImu COMECT IIECTRX.AL 70tk11 y2LA 04W MtWAM SPOLL BE RESPOAIS'RE AW AAi 4W IAItS'ELF i e 1/IC RA57C PM1r ; ,1T1 C,NA tIY PIAAAAAR WM ALL 40400 GIMM uMjnES PtP4 SMECTUASS, i AND LINE RJMM Q O AN tea xAw 1 Y+' LOT'S t. LCENSFo 0""'UV-964U REH M'FLANS OF AWaGAncw ST57E7/ /�/�ON um w MFftf LOT 3R I ,2N I K369 S.F. PRM]P 10 NSDILUT,r.1V OF SPECIED PLAW AM7ERNt.S ON14ER AW V! O 7NICip JEE [M P1C Siri.AO eeN°Lf 0 9�7&F. 1 'K m 1 1.47a AC. ARL7MTECT ARE 70 BE NOWIED i MEW ARE ANY L S1MV:PMCXS RDIE 1 J/t I LE/11EEN sm7M 2E AM7 ACREtl..Af1RSRE CoAcInaNa smW i is OEM"TOR SO PSL VERwY WTN i L0NEU A pC W CRELVN CoNmm NILW 'K P ARE b E SS/ 0 70 Ank"I"t PRpR Q W a CL OIN RU 1 - S ALL SPrbll/tE7P NfAO.S MO 8Lt'A�ERS ARE TO SE LOCATED A NI,AK& W RBTMAtmT ,' 2 i OF+'PRL7tlN ANY PELiES7RNN WAULINAYS. Z tt 1 6. P/g1M4 Ls LWpL11NMAC-AWID aYFLC/5 NAN 013SI /r = z O 1 S/A C Ah0 — 1 - ( ---- - PROPaSFD PLAN.AEAIERIAL LAGInIaL I— /- ,• ; ----- 7: ISEAo urOUT 1S APPRaYlAL41E-AaAfST TO PROVW IOGR COL£RA6'E —SHRUB H&W FzrL GRADE k ,m ,aN a yo ! 8. PAWD14 SEMSYhe�s"AD AO'W 70 7 SpCM D AND _..La 12- 1 2W V C� rh CCONCRf7E cow � _ 1 _ —— i21' N J 9. FROM(2)&WH M=AMY MO STN-O SNAEL NQSE aL ,^ a p� TO. 3l�SLYYDVr PEW E7CEPr MR 1/Y PTPE Z. 2r� ( ION 1.^SItM W 1mw wx wavasIt. Pic NT1Aw 9'i4u Bf SCAfDLA£40 SQURNr NELD.LMA�Y.APf AOTES L Amm LAM 112'COPPER R1SM 1 Wuj PVC 5777E.'ET ELL. 1 - is r yn PVC SUP x LP xt - INIMM TEE L PVC G.ITERAL' ,s 19 is s s ' RAO, kj s s Im..00 I&MIn 54MW e� lUMet SHRUB 04STAt1A77YW OF NEAO � C PRIOR TO RNISW ABOVE GRADE '1�-t�GfiV1RAG AT 7rrus AREAS I N Q R TH E S T HIGHWAY b 1 FLUSH/W PUWSN mode FAN. GRADE GRADE AT LAIN AREA Ito a (100' RIGHT—OF—WAY) SK It A,p 4q CONI CURS 1�GRAPEVINEOR W4W rg � PCP-UP PVC OfNIPPLE w mm cAPtTa i 1e[Ir am"et vm Nd wx m Maw" esemgxmm um town tAN11rm AN sAeV®a OflN2VINE-tW.S HE . R NZ M11eANd PVC sup x sLw x VIC1NlTY MAP /jam• PVC LITERAL THREADED TEE .- - otw�LN: Liwcbtl eTt PVC STREET ELL. - a Sitcom R,sr..lolNe scan ode 20 0 20 40 60 if-21Y-W =040 IRRIGATION PLAN 4'&6" POP—UP LAWN/SHRUB HEADS 7.009.020 c�sE awo-ae n 725}EEf 7 OF9Tf1WdT HWY s LZ s`I. ©gym CITY nr 4W 51,r SW T-01 2w M60M 4 PIA go, CAM= C4"4wm atioglCI) AW V*IK- ----------- o a 24.sa mit M.AMW AND ZMW C4HPUllIlICH MAD.r1or 6w till"DOAPID MJr- I c CHAMP" zr PPIC,V=rctwR 4 earn dr q L IK 4001M.Wr HIM MW C4M OR -Am aELIM c0te-KA MTV. K -------------- 6AM sy KIXYr"DID, Dow 4 IHNip Ir*mLnA&-Im voIrr ort by ckc--am ccKx5z 4w"lich,4 FCLLOW IV& ;J POT1111ICTICH&MR WYALU24- 0#C4CNI0Mh1FMWft.V ------ by Gl -- ------ a W-01 cum - - --- A C31 I (D rowymu 0"9cE! ZEE:) 11�i, w moveo= -------- ..... OC ........... IM, A V) 0 L JIM 0- - --------- --- ----------- La b Sue V_r WOMB) LA, La c IM CC FIXTURE PLAN I.CC - PVCP LADCeR 4%.6* 9w T-01 "Cp Eum Pkx" rode m CCW_"X amptm D= SCHEDUE oft,5411146 ft-ft SAIT No- -Q41W WIIATI: =_we arq -TYI-. WI KV I . 7M FR##u 4�1 ROM A WATHIN slitprImp AU" A AUIH YEW.a.-Ok THREUVW Pt l%w 1XIII.A4T. nm6m M=.-4p Cvr HIM CARoom POPHICA Wq 1-�V.AM PHIS • 4 V-O*x V-*N 1 W4• so= r tft� *6 PR V-Olx %O-x I 9/4'4 411 1 *4 is MIMAL a0"VH LONVIL b'A4' T T-W 2-6,x 6bft 1 sw W4 5 WrAL DoTmm LOA"t vsw IM Is WrAA. AAM SHIM _6a.*Nm% N= 6 J CL1 No WW*WIVIIIII: V-dex VWX I sw W4 a merm.- �Nmw -rom '4 2- It r-oll,wwx I w FM D METAL FA I V-4RAIMt sTFUM91,16 no= ===m===q r T) 1 ALL DOOM Aft I 5W iw,= W • rr-61 ALL 000ft 70 K#4Ve OyMEAV CLoggft 3 HOLLCH METAL m 6 4 Sam Willi! CFFICE A DOOR TYPES RC A40' 4E]2 1441". PLM SLA8 3 FLAW I cw w 4 FAAJ 2 SToperpmy omm low P.D. KIRM-fAU III WCK POOR LoNm AL VJUM MWAOG G=W=or CiALIV OR-MINE-TIAS IM 2 4b 4V-2* K - TOLET E ACACESSCQES IMM I-AM maxM @. 11�AM MOM 512mo SCOWA 5446 5o4. Dow A"0 PAM OF 6rM TO PALE CP 2/7'Yoo env a4x"Now onatm SoArot"451m amola BAR pf4 X�- DCMV=5-40 900INICK 6460*.54 4 Q AA-m ltvft mm"m TOLV WATWIM Vorean CAM W40M CU00.00 7.009.020 FLOOR PLAN Won"0-:2110 000w_mK IPI= k4sest""NIrm 5C.14M V4*-i*-W '12 aw i *mr&orl 1""' A 1 .0_j eTANDMrs eEArl METAL RPOPIta eOt spec wf NPRIiIA�P IiK. QSAAPo Pm CRY i CAP R.AMNMd PANT LOT4«OGK IAI�Ef7TA b1SSR Q cohlaeNrs rsr�Leo, TO MATCH t'fET:ROCPW PROhk?Rp♦,µ, N,. AOx 0 4V) INGIN ~ VA?S MAIN TAM-PANT TO MATg i MET.RPCMtl E)ct.PLA,sTOt-PANT® FFFTT77 Sam aPECA Worid's ar E!9 O o a n IITER W LY u l In"'°"c w ys•Pr,�:-- ,w+aM4%$M s a� 83 O o a n M caNSlcTcPPEs ae —_eTOR67�T Ot.A2IrA i ro ro aEE ar4smif ro ro ro ro TawaA1lwA�owaolAnArlrrAars »tt.M.A4aR-rawT I I F- POETH'.RS NLG. iv N ro TtH - fl.C.-PANT® } (t� Tb 1 'V BTOPB4i'NT DOOR 1 FRAM 1 ,. I C. _ T.CIDCN MCRTMH OW LALL 5 lXI T�11'D�Y'.i�PW.!GCItIRAGTCRq op Ptlb.1Y AGC@NT TH.P RiN!!1!D AXDaI4i CP CACN NAil!MY CAFNTAN �y HST OHNER t MISTN.LED 8Y O.C. �G. SOUTH ELEVATION EAST ELEVATION SC^Z WW411-cr o <t �' LINE Cr HULt.4 RocP rx7uc Race DRAM N uw.L ur '^ I-A etT. MAL�Nt 7'AisOYQ a (4 AW) V/ m in PAINT TO ATCii® • 3b• See• CAP PLASNlb-PANT SrK=TM"-PANT® : i-- __-- _ TO MATCW MET.RPCF00 � N 4 TO CAP tiI PANT a MTOWALLY ILLUM SON GN W V j O ' .i E)ir.�PT.AATHs[•PAN' 101 '. r-4_ i~ � 4 La r y Z W n- W.." M.A604 HHY d r- TT T.4H.PL78A7pD-P t7 V Z p u MTmlLLLLY HJ1 FL MaN cAN It3fiAf3C rn Z8 QR ' PAlPVDE,NetALL EXr MOCP LADDER I I W W:. _ tliI 0£C' TY oocAs ALAS=OR EQUAL . ) P IROV E IN ra-PAIN(TO MATGi . cooNC.CZ) SiUCC"A PINION AS �� ❑� W W _ Y G-PAINT B Ca _ S ?' DOM A PIA!=-PAINT . IT PMISN MOM LINE Su Qt7 i= } PMISN ORADE LINE J- DRIYS-W tllHOO61 NORTH ELEVATION WEST ELEVATION a�AIE wr.rw a� �i O TA.PLATE M..M1HlI6 T.O.PLATE `^E.=XT M.A6TER k R �= ExT M ASTi9R 7 � T.O.PLATE RPCTMD SNMM.M Si PUS.T-w RooPMP S O H91LT-It R Iai OLf --� �TRRAIIIEDIE 4��4D A - R-M ATTIC IMIRi.ATiCN SO.RJ Y MSTALLATION R-le ATM MMLATICN uw "-•�LAY-IN gH.Hb TILE I aaa I t RAw maca w iNK TAR naA A ex eA 0 O/I1RD�10HI IIIAAAAq!kI w aAl MWAKII[AA[mN110 �j LAY-IN ACOUST.G7HLN6 TEE UIL ccx•Nr—..I A11HI.wAM MWAMW A*01p11108M or 1 .PaCA1�ONT0- �/ LArA�m uw.L NMN.ATKN u� It-IS WALLR14ULL.AITQN 1 NCT.IAN.K-SOH tQ OLAA Ll SR8 MAN TA,at..aD [Iro.n BY. GwoMad 9/. L PA OM Soak Oafs AS WMB 00 Prq.No.a SECTION 'A' SECTION MT�i� 7.009.020 mcAaa uc.r a — A 8 8 81 DOUBLE FACED, FREE STANDING � �- INTERNALLY ILLUMINATED MONUMENT SIGN D.F SIGN CABINET -.063 ALUMINUM CABINET PAINTED � TO MATCH PMS#476 BROWN,SUEDE FINISH. -LOGO FACES: .177 CLEAR FLAT POLYCARBONATE WITH SECOND SURFACE STANDARD VINYL COLORS. OF READER BOARD -.063 ALUMINUM CABINET PAINTED TO MATCH PMS#476 BROWN,SUEDE FINISH. FACES: .177 CLEAR POLYCARBONATE WITH SECOND SURFACE VINYL GRAPHICS. ' /• "drive tbru" RED BACKGROUND#230-33 WITH WHITE SHOW THRU COPY. READER BOARD BACKGROUND WHITE#230-20. TRACKS FOR 4 ROWS OF 6"BLACK CHANGEABLE COPY. " -CLEAR LEXAN HINGED COVERS. r'Y;cSt^'`` `s..n.�sa„a,oi.�� a.� MONUMENT SIGN BASE N -.090 ALUMINUM BASE WITH TEXCOATE FINISH PAINTED BEIGE TO MATCH BUILDING COLOR. �+ -3"STD. PIPE COLUMN THROUGH CENTER OF BASE&CABINET am co 4-AINES OF u q1P A L L (ft;HANG EMS LE C0 x Pliff CLEAR POLYCARBONATE HINGED COVER {TYPICAL OF BOTH SIDE) N O NOTE.'SKETCH MAY VARY FROM SPECIFIED COLORS PROJECT: ¢ (�(� This is an original unpublished drawing, t"1 TA ' E Cr ®! INC. NORTHWEST HIGHWAY,GRAPEvINE,Tx for your personal l use i connects created for our ersonal use in connection with a protect being planned for you by Ontario C CUSTOM 6 QUANTITY SIGNS SINCE 1945 SCALE: 1/2"= 1' Neon Co.,Inc.Itisnottobeshowntoany- DATE: FEBRUARY 1,2000 one outside your organization;nor is it to be Yy Used,reproduced,copied or exhibited in 303 WEST MAIN STREET, ONTARIO, CALIFORNIA 91762 ' FILE: WIENERSCHNITZEL any fashion without written permission from FOLDER: GRAPEVINE an Officer of Ontario Neon co.,Inc. (909) 986-4632 FAX: (909) 988-6376 DESIGN: Ownership of the design is held by Ontario STATE LICENSE#622BB8 004 Neon Co.,Inc. BLOCK 1 L, .— YrR BOYD CENTER F .0_ F_ CAB/NET A , SLIDE 5478 1 -®r P.R.T.C.T. F_ PRaCCr \Ig L OCA 770N lor 1R Dr.?5'ACa`SS I I (70 Rem—) ———25.07'+34.96- .7M a --——————— SD4'36'11'E 10.DRAINAGE r 20"7--— 24.59- 25'BUILDING SETBACK 25'BUILDING SMACK 25'BUILDING SETBACK $o 0 $o 100 #rR. BOYD CENTER N04'36'11'W CAB/NET A , SLIDE 3473 1 11 GRAPHIC SCALE IN FEET P.R.TC.T. I I > W.R. BOYD CENTER LOT 2 y VOLUME 388-50, PAGE 90 I! LOT-w LOT 4 LOT 5 [28 P.R.T. T 11011 ". I LOT J LOCATION MAP 40,197 S.F.S . 0,0BB S.F. y, 64,369 S.F. l.;77 AC. BLOCK 5 itt 0,691 AC.31t 0.923 AC. GENERAL NOTES 's >1 1. EXISTING ZONING FOR THIS TRACT IS 'CC* EXISTING 25 ACCESS EASEMENT N89'49'00'E LYL50' TO BE ABANDONED By THIS PLAT R.115'01V z 2. THIS PROPERTY IS SUBJECT TO ORDINANCE NO. 73-50, REFERENCE IS MADE TO SAID -- -------- - -- DOCUMENT FOR FULL PARTICULARS (AIRPORT ZONING ORDINANCE). M25'ACCESS --'A—1A-1 Al AND —DRAINAGE .......�= =DR A ENT rX 20 F7 WD6 WA 7EF UAr FASSdrAlr To ------ 3. THIS PROPERTY IS NOT IN THE FLOOD PLAIN ACCORDING TO THE FIRM MAP NUMBER 48439CO205 H. Ty CF GRAPCWAF PER 9'49,00,w D.R.rr T I SITEE 'I S59'4t W-W T7.52- 5 -:T- Sa 160-3"L-23A L-23.56' 589'49'00*W 204, L-31.lf� 23-56" R.1 R.15.00 5.00 R-15. KL 705,PC Do R-20 4. BEARING SYSTEM BASED ON THE PLAT RECORDED IN CABINET A. SLIDE 5478, P.R.T.C.T. 56,7=29 BUILDING SEIBiCK_'—NO0,11,00' ———— ——- ———————— -OF-WAY. -———————— -D.W- 0.62* 5. NO MONUMENTS WERE FOUND ON THE GROUND TO VERIFY THE WIDTH OF RIGHT THE �TA��EWT ex?o'unury FA_sru�wr 2MM'EX 10'1;n41_r tZ 1 ..— - -- ------------- I&W 1 100,71' 1 2&00` 35 00' 17.5-1 - RIGHT--OF-WAY WIDTH SHOWN FOR BOYD DRIVE WAS DERIVED FROM INFORMATION FOUND ON 7ZO6, S89'40'00'W 51laor 3 PREVIOUSLY RECORDED PLATS. ALL CORNERS FOUND ON SUBJECT TRACT REFLECT THE COURSES 1,1'7?WWr 21L AND DISTANCES SHOWN ON THE PLAT RECORDED IN CABINET A, SLIDE 5478, P.R.T.C.T. NAD-63 TEXAS STATE PLANE COORDINATES N F01W OF 6. THE BEARINGS SHOWN ON THIS PLAT ARE TRUE (ASTRONOMIC). TO OBTAIN NAD 83 NORTHWEST HIGHWAY N 70=332.81I967 BEGEMWG (U.S. SURVEY FEET) CHANGE THE BEARING TO AN AZIMUTH AND USE A TRUE GRID E 240723 W710 CONVERGENCE ANGLE IS DO*46'46' TO THE RIGHT AND A SCALE FACTOR OF 0.9998744. (100`RIGHT-CF-WAY) TRUE NORTH GRID NORTH OWNER'S CERTIFICATE STATE OF TEXAS I NOW, THEREFORE,KNOW ALL MEN BY THESE PRESENTS- AVIGAPON RELEASE COUNTY OF TARRANT I THAT TRINITY TARRANT PARTNERS,LTD. acting by and through Its duly authorized officers,does STATE OF TEXAS WHEREAS, TRINITY TARRANT PARTNERS, LTD.acting by and through the undersigned,Its duly hereby adopt this plot designating the LTD., obove described property as LOT 3R,LOT 4 AND COUNTY OF TARRANT authorized ogmt.Is the owner of a 3.091 acre tract of lend situated In the A.F. LEONARD LOT 5, BLOCK 1, W.R. BOYD CENTER,on oddition to the City of Grapevine. Torrent County,Texas, SURVEY, ABSTRACT NO.M.City of Grapevine, Taxes and being oil of Lot 3. Black 1, W.R.Boyd and does hereby dedicate to the public use forever the right-of-woy and easements shown WHEREAS. TRINITY TARRANT PARTNERS,LTD. hereinafter coiled*Owner',Is the owner Center, n addition to the City of Grapevine, Texas according to the plot recorded in Cabinet A. harem. The easements shown harem are hereby reserved for the purposes as indicated. The 1 428 a 7 1; of that certain parcel of land situated In the City of Grapevine. Torrent County, Slide 54 8,Plot Records. Torrent County, Texas,said 3.091 ocre tract of land being more utility easements shall be open for oil City of franchised public utilities far each particular use. Taxes,being sold property as described as she" an this plot particularly described by metes and bounds as follows; The mointenonce of paying an the easements is the responsibRity,of the property own".No buildings of auxiliary structures shall be constructed,reconstructed, or placed upon,over,W NOW THEREFORE, In consideration of the sum of ONE AND DO/100($l.DO)DOLLAR BEGINNING at a 1/2 inch iron rod found for the most southerly southeast coma of said Lot 3 across the comments as shown. Said eommerIts being hereby reserved for the mutual use and and other good and valuable consideration,the receipt and sufficiency of which is at the Intersection of the north right-of-woy line of Northwest Highway(100'public occommodatim of oft public utilities using, or desiring to use some. Any City of franchised hereby fully acknowledged and confessed,Owner does hereby wolve,raise",remiss, right-of-way) and the west right-of-way line of Boyd Drive(90'public right-of-way); utility shall have the full right to remove and keep removed all or ports of any fenced, trees, and quitcloirn to the City of Grapevine,Torrent County,Texas, the Dollos-Fort Worth shrubs, or other Improvements of growths which In any way endanger of Interfere with the THENCE S89'49'00*W,along the north right-of-way line of acid Northwest Highway, a distance of construction, maintenance,or efficiency of Its respective system on the easements and all City Internationol Airport Board, the Cities of Dallas. Taxes and Fort Worth, Texas, their successors and assigns, hereinafter called*Cities', for the use and benefit of the 585.07 feet to a 1/2 inch iron rod act with cop for the southwest comerof said Lot 3 and the or franchised utilities shall at oil times he"the full right of Ingress and egress to and from public and Its agencies, any and all claims far the domoges of my kind to persons southeast comer of Lot Z Block 1,W.R. Boyd Center, on addition to the City of Grapevine. and upon sold easements for the purpose of constructing, reconstructing, Inspecting, patrolling, or property that Owner may suffer by reason of the passage and flight of all Texas according to the plot recorded In Cabinet A,Slide 3473, Plot Records, Torrent County, maintaining and adding to�removing all or parts of its respect!" system without the necessity at any time of procuring the permission of anyone. aircraft in the cir space above Dwner'B property above the height restriction as Texas; presently established by Ordinance No.73-50 for the City of Grapevine,known as PLANNING&ZONING COMMISSION: THENCE NOO-00-00-W,leaving the north right-of-woy line of said Northwest Highway, along the This plot approved subject to oil platting ordinances,rules, regulations, and resolutions of the Infinite hei the Airport Zoning Ordinance of the Dallas-Fort Worth Internotionot Airport to an Dote Approved. City of Grapevine,Texas. ght above some.whether such dcmoge shall origincte from noise, cost line of said Lot 2 and the west line Lot 3, a distance of 222.88 feet to a 1/2 iron found vibration, fumes, dust fuel and lubricant particles, and all other effects that may be Cholmon: for the,orthweet comer of sold Lot 3 and the southwest comer of Lot IR, Block 1,gold W.R. Witness my hand this the—day of 20_ caused by the operation of aircraft,landing at,or taking off from, or operating at Boyd Center as recorded in said Cabinet A, Slide 5478; By, Trinity Torrent Partners,Ltd. or an the Dallas-Fort Worth International Airport. Secretary. THENCE N89-49'00'E, leaving the cast line of said Lot 2,along the north line of said Lot 3 and This instrument does not release the owners or operotom of aircraft from liability the south line of said Lot 1R, a distance of 605.07 feet to a 1/2 Inch Iron rod found In the for damage to persons or property caused by falling aircraft or falling physical GRAPEVINE CITY COUNCIL, aforementioned west right-of-way line of Boyd Drive: By. objects from circroft, except at stated with respect to noise, fumes,dust, fuel and lubricant particles. THENCE S00*00'00'W, along the west right-of-way line of said Boyd Drive,a distance of 202.88 Dote Approved: fact to a 1/2 Inch Iron rod found at an ongle point In the west right-of-way line of sold Boyd STATE OF TEXAS § It In agreed that this Release shall be binding upon sold owner and his heirs and Mayor. Drive; COUNTY OF assigns,and successors In Internet to sold property: and It Is further agreed that this Instrument shall be a covenant running with the land, and shall be recorded in THENCE S44'54'30"W, continuing along e west right-of-way line of said Boyd Drim c distance BEFORE me, the undersigned,a Notary Public In and for the state of Taxes, on this day the Deed Records of the county or counties In which the property Is situated. City Secretary: the of 28.33 feet to the POINT OF BEGINNING and containing 134,654 square feet or 3.091 acres of personally appeared known to me to be the person and officer whose land. name Is subscribed to the foregoing Instrument and acknowledged to me that he executed the EXECUTED at.Taxes,this day of 20— some for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20— By. Trinity Torrent Partners,Ltd, A FINAL PLAT OF Notary Public State of Texas By LOT 3R, LOT 4 AND LOT 5, BLOCK 1 My Commission expires W.R. BOYD CENTER BEING A REPLAT OF LOT 3, BLOCK 1, W.R. BOYD CENTER AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS SURVEYOR'S CERTIFICATION ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 5478, STATE OF TEXAS § PLAT RECORDS, TARRANT COUNTY, TEXAS, AND BEING SITUATED COUNTY OF DALLAS § IN THE A.F. LEONARD SURVEY, ABSTRACT NO. 948 THIS Is to certify that 1,Do-Ad F.McCufloh, of McCullm Surveying,Inc., a Registered Professional Land Surveyor for the State of Texas, do hereby declare that I prepared MARCH 2000 3 LOTS 3.091 ACRES this plot from on actual and accurate survey an the land and that the comer monuments shown thereon were properly placed under my personal supervision In occordance with the platting mice and regulations of the State of Texas and the OWNER/DEVELOPER, ENGINEER: SURVEYOR: City of Grapevine. TRINITY TARRANT PARTNERS, LTD WELCH ENGINEERING, INC. McCULLAH SURVEYING, INC. 5850 MAPLE AVENUE 621 W. COLLEGE STREET 4660 SUNBELT DRIVE David F. McCul;oh SUITE 100 SUITE 202 ADDISON, TEXAS 75001 Req;stered Professional Land Surveyor W23 DALLAS, TEXAS 75235 GRAPEVINE, TEXAS 76051 (972) 713-9777 McCullch Surveying, Inc. (214) 902-0292 (817) 410-8018 4660 Sunbelt Drive. ADDISON. T..os 75001 (972)713-9777 THIS PLAT FILED IN CABINET SLIDE_ DATED -2000 u 7� zA, vc,r 11 ZI BLOCK 1 W.R. BOYD CENTER lj-'o CA811VET A SLIDE 5478 A L P.R.Tc.T.LedaPROXCT iX 25'A=313' CASEACYr 4 OCA 77ON REMAI Oz N; S77- �=m"a'DRAIN , \ --L UIX1711E� PRop lo,8pm 414P IN N ;41 , , 111-D . n\-- ESM'T CP W.R.R. BOYD CENTER 2 N 50 so 100 CA81NET A , St/DE 3473 GRAPHIC SCALE IN FEET P.R.Tc.T. j Lor 2 LOT 3fV 620 9 62o,.r' 5 BOYD CENTER ZX LOT 4 unims"M ) I- I I I 1 1" , FX. K! i - "I' VOLUME-J88-50, PAGE 90 61 F.F.afv.o Lor P.R.T. T. is LOCATION MAP 3c -Rap BLOCK 5 g se t 1_4 DRAINAGE AREA CALCULATIONS ' 6212. ......... 6I&o *D I,* Q5 0 Q100 Q100 DRAINAGE o.5oz 0.80% (EXIST) (EXIST) F�"F 5'ACCESS ESWT4 2-82% . 25, CC---S ESIWT EX 2G Fr WV��IYA�77?L.YEzAp�,vr 62!��yt - -817.4 Cry Cc_ __!2Q.5 $197 61.2 *A o.48 1 0,75 0.8 2�3 11.8 4.0 1 0.30 0.9 1.6 B 6.8 9.7 11.8 17.0 'T�5j 0.30 3.0 6.8 1.96 0.75 t C I C I � i AREA f:'� Q5 (SILT) I(EXIST) ( ST) j_ 7 C 0.37 1 0.75 6.6 1.8 11.8 3.2 0.30 0.7 1,3 OS-1 07 0.75 6 0.3 11.8 0.8 0.30 0.1 0.2 a L;L 01 OS-2 ;.02 0.75 6.6 0.1 F---------------=�;;�f�,� -I- 12 M­7 11.6 0.2 0.30 0.04 0.07 a. ZO-00 OS-3 0.03 0.75 6.6 0.1 11.8 0.3 0.30 0.08 0.1 -0- 0.18 0.75 8.8 0.9 11.6 1.6 0.30 0.4 O's -Dim TDO 10 )CNMS (OS-2 NORTHWEST HIGHWAY S_ (100'RIGHT-OF-WAY) OF *DRAINAGE AREA"A*POST DEVELOPMENT CONDITIONS HAVE BEEN REDUCED BY CONVEYING APPROXIMATELY 2 c.fs.BACK TO THE BEGINtYING EAST, WHICH WILL ELIMINATE OFF-SITE STORM SEWER PIPE TO THE WEST FROM LOT 3R. PROPERTY DESCRIPTION BEING o 3.091 core tract of land situated In the A.F. LEONARD SURVEY, ABSTRACT NO. 94.8, 1.) THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COM- City of Grapevine, Texas and being all of Lot 3, Block 1, W.R. Boyd Center, an addition to the PREHENSIVE MASTER PLAN IS COMMERCIAL. THE TRACT OF LAND City of Grapevine, Texas according to the plot recorded In Cabinet A,Slide 5478, Plot Records, IS PRESENTLY VACANT. Tarrant County.Texas, said 3.091 acre tract of land being more particularly deecnibed by metes and bounds as follows. 2.) THE PROPERTY IS CURRENTLY ZONED -CC- COMUNITY COMMERCIAL. BEGINNING at a 1/2 Inch Iron rod found for the most southerly southeast earn-of said Lot 3 DISTRICT. at the Intersection of the north right-of-way line of Northwest Highway(100'public 3.) ALL REQUIREMENTS OF SECTION 25, -CC-, COMMUNITY COMMERCIAL right-of-way) and the west rtght-of-way line of Boyd Drive(90'public right-of-way); DISTRICT STANDARDS SHALL BE MET. THENCE S89*49'00*W,along the north right-of-way line of said Northwest Highway, a distance of 4.) ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL 585'07 feet to a 1/2 Inch Iran rod set with cap for the southwest comer of sold Lot 3 and the BE MET. CASE NAME: W.R.BOYD CENTER southeast comer of Lot 2, Black L W.R.Boyd Center, on addition to the City of Grapevine, CASE NUMBER: CPOO-03 t Taxes according a the plot recorded In Cabinet A. Slide 3473,Plot Records, Tarrant County, 5.) ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIRE- LOCATION: 700 NORTHWEST HWY Texas; MENTS SHALL BE NET. PROPOSED LOTS 3R, 4 AND 5, BLOCK 1 THENCE N00'00'00*W.leaving the north right-of-way line of said Northwest Highway, along the 6.) ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE NET. W.R.BOYD CENTER east line of sold Lot 2 and the west line Lot 3,a distance of 222.88 feet to a 1/2 Iron found for the northwest comer of sold Lot 3 and the southwest comer of Lot 1R, Black 1,said W.R. 7.) DURING CONSTRUCTION, ALL REQUIREMENTS OF THE GRAPEVINE SOIL Boyd Center as recorded In said Cabinet A, Slide 5478. EROSION CONTROL ORDINANCE SHALL BE MET. THENCE N89*49'00'F-leaving the east line of said Lot 2, along the north line of said Lot 3 and 8.) ALL DUMPSTERS SHALL BE SCREENED IN ACCORDANCE WITH SECTION MAYOR SECRETARY the south line of said Lot 1R, a distance of 605.07 feet to a 1/2 Inch!ran rod found in the 50.B.3 OF THE GRAPEVINE CITY ORDINANCE. DATE: aforementioned west right-of-way line of Boyd Drive; 9.) ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED PLANNING AND ZONING COMMISSION THENCE SOOV0'00*W,along the west right-of-way line of sold Boyd Drive, a distance of 202.88 ACCORDING TO CHAPTER 23, SECTION 23.6 THROUGH 24.69 OF THE feet to a 1/2 Inch Iran rod found at an angle point In the west right-of-way line of said Boyd GRAPEVINE CODE OF ORDINANCES. Drive; CHAIRMAN 10.) MINIMUM DRIVING LANE WIDTHS FOR ALL PRIVATE PARKING WITH 90- THENCE S44'54'30*W, continuing along the west right-of-way line of said Boyd Drive, a distance DEGREE PARKING SHALL BE 25'. DATE: of 28.33 feet to the POINT OF BEGINNING and containing 134,654 square feet or 3.091 acres of land. 11.) ALL PUBLIC UTILITIES SHALL BE PLACED UNDERGROUND, SHEET., 2 OF 2 12.) ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHER WISE NOTED, APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR 13.) ALL CURBS ARE 6% CONCRETE PAVEMENT FOR DRIVES AND PARKING ORDINANCES WILL BE 6* THICK. 14.) LINEAL DISTANCE BETWEEN ALL CONSTRUCTION, EXPANSION AND DEPARTMENT OF DEVELOPMENT SERVICES CONTROL (SAWED) JOINTS FOR SITE CONCRETE PAVING AND PARKING SHALL NOT EXCEED THE FOLLOWING: A. 40 TO 50 FEET FOR CONSTRUCTION JOINTS. A CONCEPTUAL GRADING PLAN FOR B. 100 TO 150 FEET FOR EXPANSION JOINTS. C. 20 TO 25 FEET FOR CONTROL JOINTS (SAWED). LOT 3R, LOT 4 AND LOT 5, BLOCK 1 LOT 3R LOT 4 LOT 5 W.R. BOYD CENTER BUILDING AREA 1111111DING AREA TOTAL LOT AREA: 40,197 S.F. TOTAL LOT AREA: 30.088 S.F. BUILDING ARFA BEING A REPEAT OF LOT 3, BLOCK 1, W.R. BOYD CENTER TOTAL BUILDING AREA: 7.979 S.F. TOTAL BUILDING AREA: 1,456 S.F. TOTAL LOT AREA: 64,369 S,F. AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS BUILDING COVERAGE AREA: 19 BUILDING COVERAGE AREA: 4.849 TOTAL BUILDING AREA: 12,625 S.F. BUILDING HEIGHT: I STORY BUILDING HEIGHT: I STORY BUILDING COVERAGE AREA: 19.61X ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 5478, PAVED AREA: 17,245 S.F. PAVED AREA: 17,545 S.F. BUILDING HEIGHT: 1 STORY PLAT RECORDS, TARRANT COUNTY, TEXAS, AND BEING SITUATED BUILDING AND PAVING AREA: 62.75X BUILDING AND PAVING AREA: 63.15% BUILDING AND PAVING AREA: 53 PAVED AREA: 21,693.31%S.F. IN THE A.F. LEONARD SURVEY, ABSTRACT NO. 948 PARKING SPACER PARKING SPACES PARKING REQUIRED: 7,979 /200 - 40 PARIUNG SPACES FEBRUARY 2000 3 LOTS 3.091 ACRES PARKING REQUIRED: 1 PER 3 PERSON OCCUPANT PARKING REQUIRED: 12.625 /200 - 63 PARKING PROVIDED: 42 SPACES OCCUPANT LOAD: 90 PERSON PARKING PROVIDED: 63 SPACES HANDICAP PARKING REQUIRED: 1 PER 25 PARKING SPACES PARKING PROVIDED: 30 SPACES HANDICAP PARKING REQUIRED: I PER 25 PARKING SPACES HANDICAP PARKING PROVIDED: 2 HANDICAP PARKING REQUIRED: I PER 25 PARKING SPACES OWNER/DEVELOPER& ENGINEER% SURVEYOR, HANDICAP PARKING PROVIDED: 2 HANDICAP PARKING PROVIDED: 3 TRINITY TARRANT PARTNERS, LTD WELCH ENGINEERING, INC. McCULLAH SURVE)1NG, INC. 1ANDSCAPING 5850 MAPLE AVENUE 621 W. COLLEGE STREET 4660 SUNBELT DRIVE LANDSCAPE AREA REQUIRED: 1OX OF GROSS PARKING AREA 1,725 S.F. I&MSCAPING LANDSCAPING LANDSCAPE AREA PROVIDED: 14,973 S.F. LANDSCAPE AREA REQUIRED: 10%OF GROSS PARKING AREA- 1,754 S.F. LANDSCAPE AREA REQUIRED: 10%OF GROSS PARKING AREA- 2.169 S.F. DALLAS, TEXAS 75235 GRAPEVINE, TEXAS 76051 (972) 713-9777 A SUITE IDO SUITE 202 ADDISON, TEXAS 75001 LANDSCAPE COVERAGE AREA: 37.25X LANDSCAPE AREA PROVIDED: LANDSCAPE AREA PROVIDED: 30,051 S.F. 11.087 S.F. LANDSCAPE COVERAGE AREA: 46.69% (214) 902-0292 (817) 410-8018 LANDSCAPE COVERAGE AREA: 36.85X