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State Highway No . 114 Lot 2R , Block A An Addition to Thte City p of Grapevine , Texas y Y p SHEET INDEX a m CASE NAME: COVER SHEET SQUTHLAKE CASE NON SER: C-1 SITE PLAN BLVD. WALL STREET C-2 DIMINSION CONTROL PLAN SITE MAYOR SECRETARY C-3 GRADING PLAN DATE: C-4 DRAINAGE AREA MAP -u PLANNING AND zoNwc coMMlssoN C-5 -LANDSCAPE PLAN Q S� C-6 ,LANDSCAPE DETAIL SHEET �j, CHAIRMAN C-7 IRRIGATION PLAN C-8 PAVING PLAN DATE: C-9 SITE DETAIL SHEET Z �.� SHEET:_ OF:_ 'C-10 EROSION CONTROL PLAN ! APPROVAL DOES NOT AUTHORIZE AN Ci-11 UTILITY PLAN fCrlvE WORK IN CONFLICT WITH ANY CODES {' Qs A OR ORDINANCES. �p a G•. �oOV DEPARTMENT OF DEVELOPWENT SERNCES Tyr, M PREPARED BY: OWNER/DEVELOPER: g LOCATION OW THE MAKENS COMPANY coneWM DR. Inc. M 2300 AIRPORT FREEWAY, SUITE 230 14eoo GUCIRUALLAS. DR. -248E soo BEDFORD, TEXAS 76022 DALLAS,TEXAS 75248 NS -CONTAC503 saoo (817) 571-4114 MARCH 14, 2000 CONTACT: JIM MAKENS /'rTt' nr ...n rnr•rr rr nn. r ,. • � .y POINT OF BEGINNI G N 89°35'55" 379.29' 1/2" IR _ — -- — — _\ 2" IRF 115 ZE SETBACK — T� � � 20 to 0 20 40 35 — Er,ISTINr, 1t' UTILITY EASEMENT � � y \ ,J f, �-�-358- �✓ . d ^� CAE, A, SljiOE 2339 \ V�� � SCALE: t" =20' �J, I �JJ• i s o' tnr ` '� Qua �I N I ' ra2oo / o o so' PROPOSED BLDG. 0 1- }� 3920 SF. 1 v I i FF=657.00 �.�. " I - - o - , ✓� o I I "rr, ��o — 9.0'ffypi — L CATION OF GARAGE DOORS 4.5'SOEWALK 1 p \ kp TM"W WALL STREET �.,c,, J .01 rm Alp e .. __ .- — .-_._ .._ ..— — — — —_._. — — — — — — fv-) — L _ _ ] 1.--T- I \ 15' SIDE SETBACK - - - - _ - - - - - - - - - - - - o ._ RSC O �` IRS N 89°35'55" E 473.06' PROPOSED LOCATION \� FOR AMERICA'S SERVICE 1 STATION SIGN. \, T EXISTING 20' UTILITY EASEMENT I \ CAB. A, SLIDE 2339 \ �a - - - - � 189-°3-9'29"*- -57 & ' - - --- -- - - SITE SUMMARY TABLE Project Name America's Service Station CASE NAME: Zoning District LI CASE NUMBER: Address 2059 W. SH 114 LOCATION: CU00-10 Site Area Reg. Min. 20,000 sq. ft, MAYOR SECRETARY AMERICA'S SERVICE STATION ti Prov. 61,613 sq. ft. DATE, 2059 WEST STATE HWY 114 uI I d m rea Req. Max. 50% PLANNING AND ZONING COMMISSION LOT 2R, BLOCK A, STOREGUARD N0. 1 Prov. 15.71% -rFuildin He t ENGINEERING SITE PLAN Re Max. 50 ft. CHAIRMAN n#�wSEDPPE Ot�T"s Prov. 20 ft. DATE' DOMA "T WAS AUTHOM ED BY 6W.FWOLBY P.E 13a10 PROPOSED DIMINSION CONTROL PLAN �"=n ice SHEET:— OF:— 3 Impervious Space Reg. Max. 85% APPROVAL DOES NOT AUTHORIZE AN OF`lf ry City of GRAPEVINE, TARRAW COUNTY, TEXAS AI WORK IN CONFLICT WITH ANY CODES .o4P +9J`'�1 XPA CONSULTING. INC.Prov. 52% NOT . L OR ORDINANCES. Parkin Reg, 31 Spaces 1)EU0O-10 IS A REQUEST t0 ALLOW THE ESTABL SHTy 0EPAR fMENT OF DEVUOPMENT SERNCES �W 1381 y laeoo Quorum Drive-SuNa WO DOOMTaxes 7524e OF A 3920 SOUARE FOOT AUTOMOTIVE REPAIR FACILITY. �".yj. Prov. 42 Spaces 2)ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED ;fOS.. _ OBSlCN DRAWN DAlE arua Mores ms xO WITH NEW CONSTRUCTION SHALL BE UNDERGROUND. G.W.F. I K.C.G 2/7/00 1 1"-20' KP.A. 99110 v U� ROJ�� r185 _ CJJ 16.7 PQINT N 89P35 - 7-9:29'- -- _ - - - - t 0,2 _._ _ _ - E _ _ = Q 2.40 7 4- -_L `_ - - --- 20 to o so +o ,(�f �t \ 0 1Nc - XISTING�T Y�IL' EAS ENT ,'��`p�\ 0.72 \\ _ / \ AB. A, SLIDE 2339 \y �.�,s \ " �\ \ SCALE: 1" -20' -L- ® - \ \9 sp\ o \ �� DRAINAGE LEGEND 0611 ,C LJ F�� \ C. 0,90 RUNOFF 1 t \ o o` o PROP SED BLDG. \ 1 1 � \^ \ - FF9 0 7 00 1 u T \' \�� \ c ENING` \ i-a 11,8 In.Ar(for 10 min.) ,�{ 9 A. Are°to Acres O Z ¢ 1 \ K! 5. \21 \ \ \ ACRES 3 � DRAINAGE DIVIDE UNE 0 N1NG \ FLOW ARROWS a. � n t 4y �-® RSC � ' • t� S � �. N 8P°35'55"vE \473.06'\ �\ \ '`. � ( � \� PROPOSED LOCATION ; i � \' � t 1 ! �� A FOR AMERICA S SERVICE I \` \ \\ STATION SIGN. ( \t \ �\ ,\\ E TINo �� - sssl UNbERGROUND 117.203 i BsV UNDERGROUND 2.06 A, y 1 1 r14.77 -� 21 .51 117.2 EXISTING 20 UTILITY EASkMENT ------ LINE I i -- j CAB. Al SLICE 2339 � ` \ `\ � - __-'-- -- -- - -- - i � _ SD-1 \ i INo on INS No 4 _.. ---'c;--------------\'--- a Il --- --------_____-_.--__ -__- -----. __.-__ .----- -- _. �- - - - - - - - - �- - - 3-9-2 9-A W-- �6-7.-54' \ %no IN NN -7 CASE NAME: . 16.7 `\ CASE NUMBER: 'a � DRAINAGE DATA \ / \\ j LOCATION: CU -1Q \ ICA S SERVICEgTAtl AREA N0. ACRES MW ��R Q 9Fa > M,MR Q s o _ 2Q59 BEST STATE 11 ... ....••,• �.�,` s 5 iw t� N PIPE \ �,., I I I� MAYOR SECRETARY � AT 1.14 07 io 6�6 5.3 11.6 9,3 DATE: t�A2 09 0 6.6 4.2 11.6 7..6 16.7 1,45 1 Bt 1.45 0.7 10 6.6 67 11.6 11. PLANNING AND ZONING COMMISSION LOT 2R, BLOCK A, STOREGUARD NO. I 82 0,42 0.9 10 6.6 2.5 11.6 3.4 REUSED 3-13-00 f B3 0.34 10 2.0 it 6 3.5 CHAIRMAN NE=EA APPEAWNO w N5 ENGINEERING SITE PLAN 'y OOcV 7 WAS AUTHORIZED BY yT B4' 10.6 112 °"" i7P/&13010 PROPOSED DRAINAGE AREA MAP D.7 10 6.6 49 11.6 78 DATE: 85 0.43 0.9 10 6.6 2A 11.6 4.5 86 0.84 0.9 10 6.6 5.0 it.6 8.8 APPROVAL DOES NOT UTHOR12E AN _1PSE tiF\7Ctq 1, City of GRAPEVINE TARRANT COUNTY, TEXAS C 0.36 0,9 10 6.6 4,1 ti.6 7-2 WORK IN CONFLICT WITH ANY CODES c 'rtfr KPA CONSULMG. rNC, OR ORDINANCES. C'•H F•Ir+oLEy...� jwlk 14800 Q0oy11 p.M�$uk�S90 w Dallas,Tax.752M C 0.36 0.9 10 6.6 2.1 11.6 3.8 3.8 p � pF7 Di 0.37 0.9 10 6.6 2.2 1/.6 3.86 02 1.69 0.9 10 6.6 4.5 ti.6 7.84 11 7 DEPARTMENT OF DEVELOPMENT SERNOES IF .q,�13810� �4 •THIS OUTFLOW IS DEIXINED TO 78 CFS AS SHOWN ON APPROVED PLANS DONE B7 7 ,`}STCA" � OS874'N DRAIN Y17E 8fa16 NOfEB IOd 1 D3 1.45 0.9 10 6.6 3.6 I1 6 6.7 5.22 GOODNiN AND MARSHaLL ENGINEERS. ' F ma G.W.F. K.C,G. 2/7/00 1'..20' K.P.A. 99110 Ri YAUPON HOLLY (am YOMITORIA) d,GAL..MIN. O RAID CYPRESS (TAXODIUM DIHETCHUM) MIN, 8'CALIPER i TRW RED OAR (QUERCUS SHUMARDH TH) MIN. 8'CALIPER BLVD. I WALL STREET SOUTHERN MAGNOLIA (MAGNOLIA ORANDIFLORA) MIN, 5'CLLIPIR BEEMUOA GRASS (CYNODON DACTYLON) SOD OR HYDROMULCHCC J1 20 10 .. 0 20 40 ' HDS14 ALL TREES SHALL RE A MWIMUM OF e'CALIPER IN DTAMYIRR \ SCALE: 1' -20' MEASURED SDI tNCM ABOVE GRADR AT TUB TIME OF PLWMG.. .y POINT OF BEGINNI G 1/2» iR N 89°35'55" 379.29' \ -', CASE NAME: � 1 2" IRF CASE NUMBER: --_ _..._ _..._. ......__�._._ ._..,� —___ _._..._ __ .___.._ .___. __ ._..�.✓__ ___— .._ _ __ j �7 LOCATION: MAYOR SECRETARY ) -wn` —— ——— —— -- ———-- — — — — — -- -� �\ DATE: a tJ C PLANNING AND ZONING COMMISSION L I J in f / G ppENING — EXISTING 10' UTILITY EASEMENT .1 IN CURH D_ i C I i, \\` — — — — — — — CAB. A. SLIDE Z3J0 — —— —_ ASP Gl CHAIRMAN _ V DATE: SHEET:_. OF. 001 In CN I-- �I I 1-� I \ \ n \' \` C r�' P�'� �< APPROVAL DOES NOT AUTHORIZE AN t.• 'a cV WORK IN CONFLICT WITH ANY CODES m 4� PROPOSED BLDG. Q ` F q, �\ e 3QzG SF. �\ OR ORDINANCES. W / ( o o E�o[� EF=657.00 ( Vi I qP 0€T11NG DEPARTMENT OF DE ELOPMENT SEW ES ^� _ m Co �J I w —_ — — ' — — — — — — LOCATION OF GARAGE DOORS _ —— ( 01000Q � ' \ JI. 20'OPENING ` P C �LO I �s Ae \ l>' 0 o r�oo a o 0 0 00 0 0 L�o SIDE SETBACK DCOO 'IRS IRSc _ — N 89°35'55" E �173.06' \/ PROPOSED LOCATION I FOR AMERICA'S SERVICE I STATION SIGN. �- ILANDSCAPE CALCULATIONS = i LANDSCAPE I� \ \ I N LANDSCAPE REQUIRED OVERALL 15% r� I LANDSCAPE PROVIDED (OVERALL 43% (� p I VEHICULAR AREA TREES REQUIRED 1 per island Z TREES PROVIDED (Texas Red Oak) 9 \ SHRUBS REQUIRED (screening from R.O.W.) �� �• \\\ SHRUBS PROVIDED (Youpon Holly) 34 `�T Uoo 0 NON—VEHICULAR SPACE AM fCA S ERV EI', STATIGN TREES REQUIRED (1 per 50 If.) 13 2059 WEST STATE HWY 114 TREES PROVIDED (Southern Magnolia) 18 TREES PROVIDED (Bald Cypress) 11 LOT 2R, BLOCK A, STOREGLTARD NO. 1 SHRUBS REQUIRED (screening from adjoining properties) THE REVISED AM AM3-13-00 ON MIS ENGINEERING SITE PLAN J E DOCUMENT WAS AUTMORREO SHRUBS PROVIDED (Youpon Holly) B8 "FlOMM'$hi o 13810 PROPOSED LANDSCAPE PLAN g City of GRAPEVINE, TARRANT COUNTY, TEXAS � ICPA CONSULTING, INC. gel ' aKPk tw6i,Er''R 148M Quorum Drhe Suite 500-DdIm Tema 75248 sB1I P 4 DSAGN I DEAIIN HITS BlUll IPo!ffi I Ted NTL 2/7/00 1'-20' K.P.A- 99110 •8i h SUMMARY TABLE LOT .AREA T _ 1.41 AC (61,613 S .FT. LOT•-,C0V�ERAGE _ 15.71 F�_EQ E 1/ O EQUALLYXAT'12 D°STAKES,SPACED —LANDSCAPE R UIR D OVERALL 15% LANDSCAPE PROM (OVERALL) EARTH SAUCER 43% —\J O GALVANIZED GUY WARE,ADD TURNBUCKLES BUILDING_SQUARE FOOTAGE 3,920 SO. FT, IF NECESSARY TO STABILIZE TREE BUILDING HEIGHT STORIES & FEET 1st 20 WARNING FLAGS MAX PLAN RUBBERCHAF AGS GUARD U5 ZO TO O 20. 40 TOTAL SQUARE FOOTAGE OF IMPERVIOUS SURFACE 31 415 SQ. FT. ' © REMOVE BURLAP TIES AND TOP OF BURLAP O7 t"COMPOST AND J"MULCH AS SPECIFIED SCALE: f =20' . 3 � ROOT BALL 6 O BACKFILL W/SOIL AS PER SPECIFICATIONS 1/2 WIDTH / T ROOT BAIL 70 UNDISTURBED EARTH 4'MIN. 1 i —F B CASE NAME: CASE NUMBER: 6" �— • GENERAL LANDSCAPE NOTES: T.�1IIt L� MAYOR SECRETARY i. All proposed landscaping Is to De Installed as per local city ordlnoncee and codes. SECTION DATE: 2 An un m derground water pop—up type Irrigation system shall be Inatoiled to all landscape areas,Including right—of—way PLANNING AND ZONING COMMISSION MULTI—TRUNK TREE PLANTING DETAIL area,,unless noted otherwise. Adjustments to system will limit oversproy onto adjacent roodwoyyss and conserve water to the greatest extent possible. CHAIRMAN 3. Additional plant moterid will be Installed an site by owner In accordonce with the City of Grapevine Iond.cope standards. Material apecified on this plan is to meet minimum Iandscape ordinance requirements. Owner may elect - DATE: to provide additional plant material above and beyond the material shown SHEET:._ OF: on these pla ns. 3. 4. Ali plant mat""shall be maintained by owner in a healthy and growing APPROVAL DOES NOT AUTHORIZE AN y condition. i 5. Plant materials WORK IN CONFLICT NTH ANY CODES with die shall replaced by the owner within a(6}six month 'Deriod with plantt material 01 similar variety and size. OR ORDINANCES. 8. The Property owner Is responsible far regular weeding,mowing of gross,Irrigation, l fertilizing,pruMq, and other maintenance of all plantings as needed DEPARTMENT OF DEVELOPMENT SERVICES 1 7, Landscappe arsaa shall be kept free of trash,litter,weeds and other materials of plants not a part of the original landscaping. 2"MULCH LAYER Is 8. All landscape areas shoB be protected from vehicular traffic through the use of concrete curbs,wheelstopa or other permanent barriers. O 'SHOVEL EOCE"7YP. 9. All landscop0 areas sholl be constructed, Installed and maintained 1 WHERE BEDS MEET LAWN 30 Oa not to obstruct view of motorists between the street and access O 3"HIGH EARTH SAUCER s'( drives. Visibility triangles shall remain unobstructed at all times. 2 10. Al!permeable surface.not occupied by trees. shrubs,planting beds, O BACK FILL W/PREPARED SOIL signs,-and other permitted items or fixtures sholl be Bermudogro.s or 3 MIXTURE MATERNAL St. Augustine gross, unless noted otherwise. 0 MIXTURE BALL• REMOVE FROM L 7 11. Ail trees are to be located, whenever possible, outside fire hydrant. CONTAINER.GENTLY FROM sanitary sewer and utility easements, '_{ _ = GIRCARIFY DERED ROOTS AS NEEDED. 12, Non—residential adjacentcy—reference engineering plans for zoning �' \ 5 REMOVE ALL TAGS&TWINE claeslficotion of lot and adjacent properties. I—T� _) SOIL SACKFUL MIX RE: SPECS SCARIFY BOTTOM AND SIDES ITi i'I'll• T T OF PLANT PIT 1/2 WIDTH W O UNDISTURBED EARTH ROOT BALL I.S1A ALL PLAuis SHALL BE R DEPM OF INSTALLED w/NOTE) 11i.UTAA PIANTaIUED N MI /_ S� H�LANTING DETAIL SPAENC'SEELEONPUNrUSr KILO,2' w., �. I/e`X.`STEEL EDGNC MKC>I 3' OR ANo OTNFA EDGE DEPM N.T.S. mE RESMUNcsT srs PLAN rse5HED MALE . j X/ s �4 GROUNDCOVER PLANTING (D DIFFERENT PLANTING ["MAX. TREATMENTS. .� SHOVEL EDGE O STEEL IF EDGING ! n 5'MIN. V 00 O 7G _II -o �./Z - -- AMERICA'S SERVICE STATION III-111� A.PROVIDE SMOOTH CONTINUOUS EDGE AS T 2"MIN/;"MAX. 2059 WEST STATE 11 T► 1 114 SHOWN. DIG EDGE WITH COMMON SPADE OR ." STRAIGHT BLADE SHOVEL. LOT 2R, BLOCK A, STOREGUARD NO. I ; 3 STEEL EDGING SHOVEL EDGE REVISED 3RING ON ���j E ENGINEERING SITE PLAN DOCUMENT WAS APPEARING BY N.T.S N.i.S o.W.riONM/T/�13810 LANDSCAPE DETAILS ] Aa, City of GRAPEVINE, TARRANT COUNTY, TEXAS A}t`Or rf�ler KPA CONSULTING, INC. w Ewk6 s/ 14800 Quorum Drive-Suite 500"-Dallas,Tom 75248 j NOTE: AN IRRIGATION SYSTEM PALL BE PROVIDED TO ALL LANDSCAPE AREAS. THE IRRIGATION ip, G i08N0 �r F SYSTEM SHALL INCLUDE BOTH RAIN AND FREEZE SENSOR CONTROLS WHERE NECESSARY. &.'' "tfi \W% DEBTGN DRAA/lf WfE 8CJ1E N07S8 PIId pQ 2/7/00 1'e20• K.P.A. 99110 $, HOLES IRRIGATION LEGEND: �^ ___. 4 + AL 14 ra i LEAD AND COMMON VALVE ATIPIPING FOR O A 1WNYUY rx u11 S LI SINGLE CONDUCTOR.PER. SYMBOL DESCRIPTION MANUFACTURER MODEL N0, RCI CR TO YA7NlAC NRCKS RECOMMENDATIONS FOR PROPER MERE 42E WIRE SPLICES SHALL BE PEAY- ^g( ANENT AM WATERPROOF • LAM SPRAY READ RAINBIRO 1804 W/13F,tSH,OR 15O UNLESS NOTED OTHERWISE a. T YCOCA1CNµ[XXU INSTALLATION�WATERED IN ACCORDANCEEM WTH WITH THE NIENTAPE OF RARE PlANSR TO ENSURE ALL AHD SPECO'1CA710NS.ART (D ROTARY HUNTER POP W//10 NOZZLE SLILITHLAI(E " WALL STREET PART-CIRCLE BLVD. sRt J LA REµ PIPING$HALL HAVE A WWMUM OF IT`OF COKE.MMAAE AND PIPING UNDER PAYING SHALL ♦ QUICK COUPLING RAINBIRD 3RC HAVE A MIK"OF Ie'OF COVER VALVE 4 PIPING AM 111ES N PAWING SHOWN FOR CLARITY,INSTAL,N ADJACENT PLAITING BED OR LAWN AREA. � REMOTE CONTROL RNNSIRD RES SERIES.REFER TO PLAN POP SIZE �•yA S CC NECT LAM AM HIGH_POP SPRAY HEADS i0 LATERAL PIPING MOH I//1'FLEXIBLE PVC MA 1/2'SCH 40 VALVE PVC r,iTNG3 AS REOU'�RED,PER OETNL SHOWN.USE WELD-ON#795 S0.KNT AND 4P070 PRIMER ON THESE ' CONTROLLER RAINBIRD CONNECTIONS ® TE SERENS RANCHECK AND PENN A-19ANC-1 , I CONNECT ROOARY HEADS TO LATERAL.PIPE"IN LASCO'UEMTIZED'.O-RIM SWTNO JOINTS PER DETAIL SHORN. MAINLINE NE PIPING RR TO SPEC, CLASS 200 PVC /iTT1-311. •••••• LATERAL PIPING REFER TO SPEC. 3/4-h LARGER-CLASS 200 PVC 20 10 0 20 40 7 INSTALL OUKJf VALVES TOM IMUK PIPE 1W (10')ARCH AMEED VALVE BOX PER DETAIL SHOWN.CONNECT QUICK 1/2•-CUSS 315 PVC COPiNC VµVES TO WN R WITH PPE WM USCO R KEY IT 0-RHO SONG JOINTS PER DETAIL SHOWN, /T712-JtT S:1PPI.Y OWNER WITH ONE(1)COUPLER KEY WITH SWiK!NOSE EL4/J3DK AND/SN-0 8ACKF10W FEBCO SOY SCALE: T• vZQ` . RESPECTIVELY. PREVENTER e IN1111 REMOTE CONTROL VALVES N TEN(10-)AMETEK VµK BOXES PER DETAIL SHOWN. ® WATER METER REFER TO SPEC. PER LOCAL BUILDING CODE \� 9 PERFORM ELECTRICAL WORK N ACCORDANCE WITH LOCAL BLO DR40 CODE.POWER(12OV)SHALL BE .. LOCATED N A JUNCTION BOX WITHIN FIVE IS')FEET OF CONTROLLER LOCATION BY OTHER TRADES. STATION NUMBER VALVE SRE 10 91EVES SHALL 0 CUSS 200 PVC,%ZED AS HOTS ON PLANS AND INSTALLED BY OTHER TRADES. GPM(APPROX.) It ROUTE COYYON WW FROM CONTROLLER TO REMOTE SENSORS IN SERIES PRIOR TO CONNECTING TO REMOTE CONTROL VALVES. BEGINNING ] /� JV 12.TEN DAYS PPoCR TO START TOF AT WORKU UNTIL VERIFYTOSTATIC C PRESSURE.BY IF ER.DC PRESSURE R LESS OI N T OF B EGI N N I N G H THAN 70.0 P41,00 NOT START WORK UNTIL N016ED TO PROCEED BY DINNER.DESIGN PRESSURE IS 57.4 P51. 1/2N IR _ 4 i• a 1 2" IRE e 1p 3/4 1 C `i 1' 1-,.4• .. ._ ., i-1 - 2' 4'SLEEVE N CASE NAME: i 1/'2'SLEEVE /2' c\� CASE NUMBER: ;. �` ,•1-1 V \ �q, // LOCATION:. 3f4 1 2' 2' ((2))IOQ 4 2 i 2 /2' '±y MAYOR SECRETARY 1 15C i-' 00 RC-1280 CONTROLLER i (2)IOH ®� DATE: 3/4' 3/4" PROPOSED BLDG. W.(j �I 2�It r2' 00 PLANNING AND ZONING COMMISSION l (18)IN 3920 SF 6 ¢� /4' o• o E=0 2 FF=657.00 ® 1 / M CHAIRMAN 3/4• 15C i 2' .,.� DATE: 1, i/2` 1/ �a " •/" 3/4` /2• O�. SHEET: OF: 0Q LOCATION OF GARAGE DOORS v{C� APPROVAL GOES NOT AUTHORIZE AN 15C 1/2' 2H �,\(� WORK IN CONFLICT WITH ANY CODES 4 '• 1 ' 1 H // 12H OR ORDINANCES. 1-1 2'TAP At$ERNCE.IMPA FEE$$$'''. DEPARTMENT OF DEVELOPMENT SERVICES A�D METER 80X 8Y OTHERS j a°.f. \ //�_) 11/ I III t-t%2'0 WATER ELCffCKBASLSEACIDLY e\S�• LC. '+ 'pa 1 '-1/4' i� z`�II2'SLLEEEVVEE 12 ,, 3j4 1 1 12F \ Lull�0 C.I. OpO OpOC=0 3/' 1/ } • - \ \ \ i-1 3 4' -1 -1 2 - - - ) 1 C •15C O 3L 1/2 /4 1' 1` 4 /2 1/ 1 IR$C ^ ` PROPOSED� LOCATION i \ _y�,, FOR AMERICA S SERVICE T41 STATION SIGN. NCHMARK r,PE x ca•NA Lem. 'I. \� Benchmark No.I • W.ew�o wEra Nw x Men cm.-:.•law Nam.ttn coca aw rtA IW+EA a Eu ro _ _ \ \ xr v)F eo ixPxoa wN caNE�n� lvEM loco wa> `MaW mrm 10're4N0 FNEIIX v vN eOx(IER� Mp`Wi"''NW W �K MI9w1 aMf�' v ,nNNlw tlfAOf �-iNLI_r ro PN OOK1M'e'ELL NM W/M YH sent(NRn4aI5 - \ 41P.1 ]/e uru VNnxm C �� 0-RNry MIO Jaer tR'x n'(v)nn hcNv � ,�.� NNNYW Iu x IA• � •'� si[a PH= LPIK i WNr x .- A•.i:xov Ex+wsa+: ius wn(oa lacx by • QUICK COUPLING VALVE REMOTE CONTROL VALVE BACKFLOW PREVENTER LAWN SPRAY HEAD �r \ CU00-10 AMERICA'S SERVICE STATION ��ro N�.C�NKN'e NUNIa uaeRw"eatr - ;N;; 2059 WEST STATE HWY 114 = rtrM1wS AND Mu MqC ELCNIRCK c 11HLI RaMM r.w�W,E aE µ LOT 2R, BLOCK A, STOREGUARD NO. 1 C� mx aNTRAcroA r_rvwsN ax,,N RAOIUS LEGEND,.. xW E Re r F-36CI ENGINEERING SITE PLAN C 270 x'P+c awomr roe vµx[•RREn - `{1E OF rt+ �ao'Ai vi sucw D m 24p y.'• s ...,u ,/x-rw cwaer xEu rx•r M NAI NWr ..c..E •. Raw car mNwx rtK xAR•/awwE I �d My utcrhlr ([braivEve ry.r IRRIGATION PUN C>a 225 + rr °`o PWwau H Lao City 180 set Y of GRAPEVINE, TARRANT COUNTY, TEXAS _ A- 120 "2tifeD..IaQ KPA CONSUMING, INC. 8 WALLMOUNT CONTROLLER TEMPERATURE SENSOR RAIN CHECK ROTARY HEAD usr ,w 14500 091xruW DrIW.-SLRW 500•-DdIM Tun 75248 IR"I-TacrN .—P, Al- ----.c:.`-P—iuoe D68JCX DRr/N DITd I 8C11d I WM Ali I f 1 ..: �...•. G.W.F. K.C.G. 2J7/00 1'-20' K.P.A. 99110 '& M� I'T'T'1'nF' rA4rr F'17R+f' t�PrI IF'.'-m A•n � rl�+en ' «°L u.els•Au►uR �: T ° PAVEMENT THICKNESS HOT POURED RUBBER I L,�_o_I 'BARS;a+u er roa To B" JOINT SEALING COMPOUND I "I yfT W G. [R AW*M rf� „tMr , I c.hrss RESERVED - BA LETTERING TO BE BOLT SIGN TO POST (TYP,) ° -'--- -- VERTICAL SAW CUT -_ PARKING 3'M.HEIGHT - 3/8" WADE (MIN) -'`..\ LoRM - - =- - - -` - +0 SIGN COLORS i+•ND a v+pom ccaL SIGN COLORS 0 ,,`'ON,2a'fCNEAS � IL SPHIL T' Dr° VAN SPACE 2"aLACK LETTERs BACKGROUND - WHITE `� WHITE BACKGROUNpSYMBOL - BLUE d Wt COArhC, O REGULATION SIGN ..,IOT PIXMCD RUBBER _ _j� i __.--�_,. ANT Sr.INC COMPOUND N O p 1/4 T"3— J + a $EA..Nf. 04P�AN4--. Jla.L IK MN tYEARANCE ' LJ a O o DELETE VAN m P�q NOTE.SIGN AT STD. F. I PROVIDE SIGNAGE AT END OF STALL �Ac¢ssBLE I ° •i AT LOCATIONS W/ ACCESSIBLE Y HANDICAP STALLS) y-0. -- WWEL SL[EVE TO FIT A .®° c L� �r aR j °' DESIGNATION TO ACT AS BUMPER STOP. DORn EEpNO F D0t CED I —O'•x1'-6"x .080" ALUM. 'A To CE TER�I�IOOr CEN RA __ v .�.J + 1' ° -- ON ADDITIONAL SIGN REGUTAED HANDICAPPED PARKING SIGN. W'vAH AEE SITE PLAIN INTO X .188' STEEL TUBE EXTENDED e ar,.M r,rrvAN,�N. �` SAWED.DUMMY JOINTS SHALL BE PLACED SPACES-SEE SITE PLAN FOR INTO CONE. FILLED PIPE 2'-0 -'� I I SIGN TO READ "RESERVED PARKING" AN rrtL[R IwwLL wvvWl SHALL BL n A N0, 3 BARS ON 24" ON IS" MAXIMUM SPACED JOINTS. JOINTS b LOCATION(REF SHY C-3.1) . M[THoo APPRo4ED eY ELN,raER CTRS, BOTH WAYS __ PROVIDE WELDED WATERTIGHT CAP W/ IDENTIFICATION SYMBOL, BOLT SHALL BE CONTINUOUS. aXRo PAINT P&L #6188 BLACK COFFEE TO STEEL TUBE W/ 3/8" CADMIUM EXPANSION JOINT / (I PLATED BOLTS, NUTS & WASHERS. SAWED DUMMY JOINT DISABLED SIGN DETAIL TROWELED CONE. CROWN -/ I I � —, NnT r0 SrAL[ PAINT TRAFFIC YELLOW. NOT rn SCALE NOT TO SCALE I 1 NOTE: 6" DIA. STEEL PIPE 11 HANDICAPPED PARKING SIGN SHALL • SaWCut Fuu DEPTH 6 BOLLARD FILLED W/ CONE. CONFORM WITH ALL CURRENT AND CURB & GUTTER PAINT TRAFFIC YELLOW. LOCAL CODES AND REGULATIONS. "-'-- T s PAVEMENT THICKNESS 18" - 24� PROP. PAVEMENT I- MIN WIDTH 22.0' W/ SUBGRADE. _ 24- SMOOTH NO 4(1/2")DOWEL.BAR I / #6- 14" LONG BARS \ " VERTICAL SA HUT POURED RUSSET I-''.. r a° EACH WAY THRU PIPE. CUT 3/8' (M N. �_ - •. _ �. - �_ 6. 2'RADIUS e IOP J4` NO JOINT SEALING C.0 POUND , f _ SEAL G COMPU a s �� -- -- 0 > AT 2 PS!CONCRETE OTH AY O.QE.w -6 DIA CONE BASE �1`�—� " --.. ' --T 1/4 T , ' ------- -- AT ze DAYS NTH ARADIV� "orth wen � 1' \ / - --- - 4x-6x ENTRAINED AIR B• PROPUSEU ' EXISTING ° - 2' 1. B. DIA. ' T-7`OUMPSTER PAD T-6"FIRE LANES °HANDICAPPED PARKING" SIGN PAVEMENT PAVEMENT_ T-S"ALL OTHER PAYING - .REINF-3 BARS 24' III J - - O.C. BOTH WAYS e ND7 TO SCALE B-LIB 1' - 3' MINIMUM SAWCUT AND REMOVE 1'-6' CURB AND GUTTER-EXPOSE REINF. SUBGRADTA D LIME STABILIZED SUB AGE UNLESS ALLEY OR DRIVE IS BUILT WITH STREET. L?sueGRAOE A. DOWELS & KEBABS SHALL BE SUPPORTED 8Y AN APPROVED DEVICE. COMPACTED TO BSx STD. °'WO 2 SPACED ON 2, EXPANSION JOINTS TO BE THE SAME AS USED FOR CONCRETE STREET PAVING. PROCTOR DENSITY 61 t CENTER TO CENTER, s1 NOTES CURB & PAVING DETAIL 6' CURB I. DOWEL BARS SHALL 8E DRILLED INTO PAVEMENT FIRELANE PAVING & JOINT DETAIL NOT To SCALE �/ — HORIZONTALLY BY USE OF A MECHANICAL RIG, NOT TO SCALE /l ,, DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. f4 2. COMPACTED SELECT-MATERIAL MAY BE USED IN PLACE OF"B" 4.0' 4.D' 4.0' STA811.12E0 SUDGRADE,IT MAY OF LOW P.I. MATERIAL <12. � - I 3, 5/8" DIA HOLE INSIDE, BLOWN CLEAN AND COATED 4----� FUTURE CONCRETE WALK WITH EPDXY RESIN BEFORE INSERTING DOWEL. �- -� EXPANSION JOINT ,' -0• SIDE ELEVATION / LONGITUDINAL BUTT JOINT �;R� ;eW �r 7 NO EXPANSION — SIDEWALK CON70L JpNTS SHAD.BE rn•rLn.rotor NATvrvAL " 4u++rA GROOVED 3/6`DEEP ON 4'CENTER 04 LONGMO07H DOWELS a' MATERIAL i TRANSVERSE GROOVES 2• APART I/4' WIDE NOT TO SCALE c�anniAc r ,_aAsnwa°c '+ ,� SPACING t2'o.D BY 1/8" DEEP SHALL EXTEND 3' UP FROM a [•w�T nArrx AArM _,. R 6` DRIVE OR ALLEY- e'NLAVr TPwHC AREA - IDR°RM[DASe CttRSL • e N° .Ee, NOJe BARRIER FREE RAMP — 'Ett°�°°�°°^°°' j AT DRIVE OR ALLEY 3/B'CIA.HOLE INSIDE.BI OWN CWPA°T{D ygW�L l ) CLEAN AND COATED WITH EPDXY DSII ASTN 0-eve,w10 ) RESIN BEFORE INSERTING DOWEL °�°fCA a�tt sFULL DEUNE aNivaT MWseuaE NOT TO SCALE D' r._°• EXIST.CONC.POMr. -NEW PVMT. CASE NAME: _ CASE NUMBER: CONCRETE TO BE MIN,JOpx)P.S I. t/2'EXPANSION JONT6 SHALL BE SPACED AT 20' N0.3 BARS 24'O.C.EACH WAY INTERVALS OR AS OTHERWISE SPECIFIED AND ANTS LOCATION: SHALL BE FILLED WITH PREMOLDED BITUMNOUS, SEPARATE CURB AND -...._ _. • , PLAN EXPANSION JOINT FILLER OR REDw300. SHALL BE FILLED N11N PREMIXAED BINMINWS MAYOR SECRETARY LT PAVING EPDXY WE r MAX. :N'DOWELS•24'O.L. ASPHA .EPDXY INPLACE.DOWELS TO BE GRILLED DATE: INTO EXISTNG PAVEMENT HORIZONTALLY. NOT TO SCALE CONCRETE SIDEWALK "+ NOT TO SCALE PLANNING AND ZONING COMMISSION ANCHOR JOINT WALKWAY DOWEL—ON DETAIL 6'-0" _ 4'-0" 6'-0" DATE: CHAIRMAN NOT TO SCALE Y SHEET:__ OF:_ WIDTH PER PLANS _J Q APPROVAL DOES NOT AUTHORIZE AN (3'-0" MIN.) Sa WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. HOT POURED RUBBER DEPARTMENT OF DEVELOPMENT SERVICES JOINT SEALING COMPOUND - a VERTICAL SAW CUTTOP !/4" NO CU00_10 3/B- (MIN) �^ '• AMERICA S SERVICE STATION ' SEALING COMPOUND TRANSITION TO ` , (FIRST POUR) (SECOND POUR) 6 CURB 0 F . . �� r' 2059 WEST STATE HWY 114 BACK of CURB U) LID 6 CURB 0" CURB FACE OF CURB 2 R x LOT 2R, BLOCK A, STOREGUARD NO. i ' _- •`' 2 ---- THE REVISEDA, ON THIS ENGINEERING SITE PLAN ' LAP BARS 30 DIA, p` DOCUMENT WAS AUTHORIZED BY & TIE DRIVE AREA TAPER CURB FROM _....___�_ G.w.FIN Y PE LAID SITE DETAIL PLAN 6" TO 0" I J 6'-O" 61 CURB Oh/p NO 3 OARS ON 24" 1-1/2' DEEP KEYWAY RAMP SHALL BE CONSTRUCTED OF 4" THICK, 3000 PSI CENTERS BOTH WAYS CONCRETE WITH 6"x6' W2.9xW2.9 WELDED WIRE REINF. FLUSH r"o, City of GRAPEVINE, TARRANT COUNTY, TEXAS rfy CONSTF3UCTION JOINT DETAIL FOR PAVEMENTS �5° �'s«� xpa coNSU><.TTNG, INC. BARRIER FREE RAMP DETAIL HANDICAP RAMP WITH NOT TO SCALE cwaiDLEY ; 14800 quOruLn DrNs-Su11R SDD DOna.Tom 75248 NOT TO SCALE RETURNED CURBS -- DBMIV ``rr TsTf��� 1 , = NOT TO SCALE f C.W.F. K.C.C. 2/7/00 T"�20• K.P.A 99110 1 9 4 rLK.w;N TCN-R.X Nc*r; y M1 .d« I - p ) MAN ILN4+:L- Lro•on c 1";I fh I Da dt or r•pWcw oa'na—e .t 13. M ero.ion cpntrol aav�tho on to N #I in ocordanu LnlM repprovtd COA•d w P rmwlw�v� a 1 M"A• d•Kn• aawrC or oa n ew Dy t Orn•r' r pnfenlatrv•. I d.piNaof '. d apacll.coGena for 1ha th, y If en to ba oPl,,q 0 Lo canatrud uo PP• P �•�d»rzY +++Y N aalut•q. of �y aron trot as n II N rfm wd elxn l a<Ma a tlePM d 6'.and by Inc design engineer and the City of GrapeKna Erquwrinq DH;a \WMn.vr+M"yy i•pu✓ud Ir,r rows•ed•.wM nr to an•e��•to O paM•r. .ho.D•bflrWXw an M/e it O mnnMr rqt eontnbuti to oOtlitron0l fikOlon. nM..ry.A✓�!N acM n 0•w M.AM•Ye,I wAA c•venM MoM•Mch Nvni wH>an.ppro•w lo'oo«n 4 rw+•,rnP>+w for lrocr,•p or to puulM 8 ih•Conlrvclor • pon•SDI•r reMenhanin onirol aMt.which la. R the anti n onvd polon 000tppp Proves c nn t control a n vna t-Nte wdlmonlollon 1f a 0 N P:W b,IN contrvciw y on��ro�P, c from to conlydt abate.•i.ii N ,gml u'r.d non ip llN nguirad rlepN ren and/or wdilion0l �D 2 +•Nr'nw o1nKw.s•ape prrzi•ci•d+ Lqe N M d�flurbf. Eecn CAnt•oclor Moll nOtlfoy tka Cwn preaKtoli.el d nY Kosion evi v� s aP•<•n•a Dy P.<nMmciO•for dNici N•Io tM.ModiMw Ko.�on c of m Drat w Icn moyo M to 110, T x I,.beef w.n yr on p•• N.I'M elo•o0•fI.— a InKilw a�echarq. lorm ol•r DOIIOUon,aa•0imentolion ther 15. 11 on.Ile noil borrow POB Mtes on uf.d b c�n)enctloo ITh Ill*pr c1.thb ra•npo•ary••w nq I—m•lmad o Mobftotoo fnou N a»tmbo»dine la DONuIOM• UnpulMnaaA DOlulonb in<iuda,Dul oar t Imnw To. Inrormoil-.non b.dH`,o ed-4 flown lh. oni 1 p n.or It.bo,ro �\ �" PROPOSED CONTOURS A. d .bat S.Meroorx•o ' O of Me All nl.af oddel—.eo.4—on ,,A aump;n .anent•naidw,points,a cola.gr•o.n,reel-:1 WE*III• o d apoll erooe o id—d 0 port of the ec •iblvond oth•rfor. h0 DIyyw orrlte ono a rpwtw wt*Mn 11 rd•7oya r!M IO.t o�alurbor•.0 Dhc Wes.ony oeOr wofU nwtarbla. with Lhs City of Grap�vine os n lrol rement•.These o oe shall aslobiP:ed with An.mgnq •w •rx�pH.f..P,e.. •nca N Iocmw. A InuY rn.y.,n nd 9. oIwch doy by tM mni ommµpm—11 N nAeq.maly Proleaee at tn.and of permansn.t ground er Poor to linof opprO.ai or the Proi•d..e grin PROPOSED ELEVATIONS W!•cl'a m.1f•ouOr,ry a MMna•,covK+rp o •narcnnq.Hn. •ary Poe 10 My pip oul Irom o tam Ill--M,oN ba oluggw cote th.mcomin9 ""�E— FLOW ARROW •'r two N S �.. MI i qo=pv� oll a,•lo<a oraua aet+r oaA 1 allorwt to D'p• .coonU-nos b­oomplNed t 1 nos N p.•mvnmY`fioblrw BAND t o0tmnw tt Stob`*"r N nr a daturNA 1 propoaad /e•m few r outfoll dtN wn M l d d mpernobf v<lvr••ono pW q Pld/ yn term "Boni•/re C2 Eroaon control aBlonL•Y byVIMm ErO.ron Conlyd T•Mnoiogy,Mc. I \ j S S S S S S SILT FENCE •gfot Tyr p•nnn,d voq•tet+A•tor« t hove o cov.roge d po Boa 80229,Au.tn I.... 78727 0229. PNn.512-385 6000. v - OI N+•t pe(•nl.or x+r•rr,rad DY iM »Mr -W.IAd Na 3 6 F•eu•1+ d Aevw ea may W Mew r r•d�ueA'r�W.fylA na dvo-:t<d ty IN T2 E.Niun<onUa devkea va no»n on the ero n<onlroi plan ler t-Project—11 \ • / ().rK f lawaearinl,ra L-1.11ed pnnr In the.tort of bnd tlifiurbinga GO,,'.I-on IN.project \ \ 20 10 0 20 40 POINT OF BEGINNI G > t/2 I BEGIN SILT FENCE N 89e35'55" 379,29' 1 2'f IRE SCALE: to -20' w S S S S S S S S S S S S S S S S S S S 5 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8 5 +S S S S S I �� I �s'�t - •,� — — — — — — — — — — — — CJ�+B CASE NAME: L 0 END SILT FENCE `9 CASE NUMBER: 1 ji Q EXSTING 10' UTiL17Y EASEMENT -f� Q S7Ms LOCATION: >J ,�� CAB. A, SLIDE 2339 LTO vY � C}��� � — —"-— — — — — — — 1— _ — — — —► —57 MAYOR SECRETARY DATE: T CO , �� O6G \ \ PLANNING AND ZONING COMMISSION 103 L ' / ' o 0 0 o o PROPOSED E LCG \ \ \ s °� BEGIN SILT FE I �_v.._..__.._ 3920 SF. °"0 \ CHAIRMAN a .- vl � 1 c-MT c� FF=657.00 1�. Tj � A � ��2� �a �� DATE: CD /A----— SHEET:— OF: Q �\ APPROVAL DOES NOT AUTHORIZE ANLOCATION OF GAR"AGE DOORS E�v' WORKIN CONFLICT Wihi ANY CODES _._. T OR ORDINANCES. r-T DEPARTMENT OF DEVELOPMENT SERVICES - - - - - - - - - - - - > 101 �� \ 9 BEGIN SILT FENCE I l U 0 0 O d O O J� O 15' SIDE SETBACK 1\sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss s� IRSC\� (' IRSC — — — — — N 89e35'55" E 473.06' I PROPOSED LOCATION SILT FENCE FOR AMERICA'S SERVICE STATION SIGN. I SET THE STAKES. 2,EXCAVATE A a"X a"TRENCH UPSLOPE ALONG THE LINE OF STAKES. CONSTRUCTON SPECIFICATIONS FOR SILT BARRIER FFN MATERIALS ' _ SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, THE SILT FENCE SHALT.BE STAPLED TO ME STAKES WITH 8'(MIN.)OF FABRIC / NYLON,POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY THE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES(112 INCH LONG MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING MIN.)SHALL BE USED. THE FENCE SHALL NOT BE STAPLED TO EXISTING TREES / REQUIREMENTS(PER ASTTA METHODS): 7 //' PHYSICAL PROPERTY REQUIREMENTS THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE _ FENCE MATERIAL FILTERING EFFICIENCY 75%(MIN.) 8 / J CVON TENSILE STRENGTH AT 20% EXT. STRENGTH=50 LBS./UN.IN.(MIN) IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE.THE MAXIMUM ELONGATION STD.STRENGTH-30 LBS./LIN.IN.(MIN,) BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW THE PUN CONFILTIRADON SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE / a FLOW RATE 30 CAL./SO.FT./MINUTE(MIN.) ENDS ORIENTED UPSLOPE. z 2. 9. Y-Y CYAAASE ( SYNRENC FILTER FABRIC SHALL CONTAIN U.TRAVIOLET RAY LE AND SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL 'GATE .� 3.STAPLE FILTER MATERIAL TO STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE PURPOSE, 4.BACKFlLL AND COMPACT THE BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0'TO T20'. STABILIZED. STAKES AND EXTEND IT INTO EXCAVATED SOIL. coeiocaat EAMIC To STAI UM FOJNPAMN THE TRENCH. INSTALLATION 1y1AU1TEygLL;E (ESPECIALLY IMPORTANT WHERE WETWM IS MITI AM) ) T' 1' CONSTRUCTION ENTRANCE RE HEIGHT OF THE SAL FENCE SHAD BE A MINIMUM a 15"AND A MAXIMUM SILT FENCES SHALL BE LONGCIEO IMMEDIATELY AFTER RAINFALL AND SMALL S.S OF 18•'ABOVE FINAL CRANE. LEAST DAILY MIRING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL CaR_UU—�0 BE MADE IMMEDIATELY. ID STANDARD STRENGTH A SYNTHETIC FILTER FABRIC SHALL BE RIFRPURCHASED IN A 2. AMERICA'S SERVICE STATION STANDARDS REND AND CUT TO THE LENGTH W 1HE BARRIER IN SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE 'IR THE USE OF JOINTS(AND THUS IMPROVE THE BARRIER'S STRENGTH PRIOR TO"END Or THE EXPECTED USABLE LIFE AND THE SILT FENCE IS AND EFFICIENCY). STILL NECESSARY.It SHALL 8E REPLACED IMMEDIATELY, 2059 WEST STATE L� 114 . . . . . 3 d Oy 1 STATE j1F1 j •' STAKES FOR THE SILT FENCE SHALL BE 2'A 2'WOW WITH A MINIMUM LENGTH SEGMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH LO .•.'.'.',' •` `, �'•' `•`,`, OF3 FEET. APPROXIMATELY 1/3 THE HEIGHT OF THE FENCE T 2R, BLOCK A, STOREGUARD NO. i 4 "APPE NO N ENGINEERING SITE PLAN y LOCATION STAKES SHALL RI SPACED A MAXIMUM O S FEET GROUND AT THE BARRIER ANY ER REQUIRED RED SHS SHALLREMAININGDRESSED PAGE AFTER FO TALC WSit ITH HE E S NO THE SEAL APPEALING p!THIS LOCAITON AND DRIVEN SECURELY INTO THE GROUND(18'MIN.). GRADER PREPAROED AND SEEDED 10 CONFORM W9TH THE EXISTING DOCUMENT�WLAE to AUTHORIZED BY 4 5. 0f2 2f7/0D PROPOSED EROSION CONTROL PLAN F LINEOF STAKES AND UPSLOPE NCH SHALL BE EXCAVATED PFROM THE EBAR R ER 6'DEEP ALONG RC THERE SHOULD BE NO GAPS OR SAGS IN THE SILT FENCE »rE Of alettt CIty of GRAPEVINE, TARRANT COUNTY, TEXAS 'd sP .r1V II KPA CONSULTMG, INC. CONSTRUCTION OF A FILTER BARRIER a'; W.fnRX,E_ _i itBW OMOT1Xn DrM w Sdi•500+DaMw.TfIXaW 7521! - � Ami DMGIY-r MWN I DAU SCJtB X07E'8 If1d 7BD. C.W.F. N.C.C. 1 2/7/00 1 1'e20' H.P.A. 99110 "$ \ ' s \% ti POINT OF BEGINNI G 1/2" IR N 89°3555 379.29' 1 \ \\ 1 2 x- 8 VAT.F.H Ili 1 20 10 O 20 40 INSTALL SCALE: i" -20' i __ ° 4" SS SERVICE ExlsTirar, �u' unuTY E ��IT�aT ���; f •,�,\� \� \ CAB. A. SLIDE 2339 4' SS PLUMBERS LATERAL Lc) NI �I PROPOSED'BLDG. Q,� \ ' �s s°�T \ !\ \ BLw E WALL STREET 3920 SF. 1 F \ ITE !1 1 IT 0 0 o FF=657 00 I� 1 I INS w \ \ \ I LOCATIOlJ OF GARAGE DOOP,S _ — 6 I r � a INSTALL j- I (_ 1" DOMESTIC WATER"_► '� ""'� _ "^� '�" INS LL - - — -- — — — —1— 1" METER IRRIGATI �C \ ulefiMMMr i � \ LFLl- .� 1 q\ IF. C\ \ .,, IRS N 89*35,55" E 473.06' �p PROPOSED LOCATION \41. \� \ t 1 FOR AMERICA'S SERVICE STATION SIGN. N I \\ \ \ I O \\\ i \ \ TING FIRE HYDRAN \ Z � \,�\ . <\ L 56.87' FROM \� \x S ROPERTY CORNER, EXISTING FIRE HYDRANT EXISTING 20' UTILITY EASEMENT „ I CAB, A, SLIDE 2339 GENERAL NOTES: 8. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 42'.OR SUMENT COVER TO CLEAR OTHER UTTLInES AS MEASURED FROM TOP OF PIPE TO Ex S1MG GROUND 1.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF GRAPEVINE LEVEL OR FONSHED GRADE,WHICHEVER IS GREATER, CASE NAME: TECITY.STANDARDS AND SPECIFICATIONS,EXCEPT AS NOTED HEREIN AND APPROVED BY CASE NUMBER: ' ���0— 0 TE CITY. 9. ALL CATS VALVES SHALL BE CITY APPROVED. LOCATION: 2.CONTRACTOR SHALL C RESPONSIBLE FOR MAINTAINING TRENCH SAFETY 10. ALL WATER AND SANITARY MAINS AND SERVICES S1All HAVE A 10'MIN.LITERAL AMERICA S SERVICE STATION REOUIREMflITS M ACCORDANCE VBTH CITY STANDARDS TEXAS STALE LAW, SEPARATION. AND I0SH.A.STANDARDS FOR ALL EXCAVATIDN IN EXCESS OF FlYE FEET IN 11. CONCRETE 13LONING SHALL BE PROVIDED ON WATER MAINS AT ALL TEES,FIFE MAYOR SECRETARY � DEPTH. ALL A TER AND BENDS PER AC OF GRAPEVINE STANDARDS DATE; 2059 NEST STATE HWY 114 3.THE LOCATION S,ALL EXACT L ON THESE PLANS ARE TAKEN FROM EXISTING 12 ALL WATER METERS TO 8E PUGS IN A NON-TRAFFIC AREA - • PUBLIC RECORDS, ED EXACT LOCATION AND 7 SHALL Cf ALL PUBLIC THIITIES 13, ACCESS DRIVES AND/OR FIRE LINES SHALL BE SHAMED ON A PAVED SURFACE AND PLANNING AND ZONING COMMISSION LOT 2iR, BLOCK A, STOREGUARD N0. 1 MUST BE DETERMINED BY 71RE CONTRACTOR,IT SHALL THE DUTY IC THE BE CLEARLY MARKED ON THE PAVEMENT LL B A'RED'LINE AT LEAST FOUR(4) CONTRACTOR TO ASCERTAIN SMEIHFR ANY ADDITIONAL FACILITIES OTHER THAN INCHES VIDE.'NO PARKING'AND'FIRE LANE'IF NOT LESS MAN FOUR(4)Mpt THOSE SE THE ON THE PLANS MAY BE PRESENT. LETTERS IN WHITE•SHALL BE PLACED EVERY OTHER FIFIEFN(15)FEET ON THE STRIFE REVISED 3-13-00 ENGINEERING SITE PLAN 4. IT WILL 8E TINE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC CHAIRMAN THE SEAL APPEARING ON THIS UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. WHERE THE FIRE LANE IS ADJACENT TO CURB THE ENTIRE CURB SHALL BE PAINTED. ODCUMENT WAS AWHORIZED BY 5. ANY UTILITY INSTALLED OUTSIDE OF AN EASEMENT SHALL BE INSTALLED BY A IN*YELLOW*SA LEGEND HALL NG•NO PARKING BE PLACED AT ALLENTRANE LANE* CES✓CEAS TO THE IMUM FIRE LLAA�N�(18UTTTER�iNG MAY BE DATE: D.rr.F�Yh/�138iD PROPOSED UTILITY PLAN � PLUMBER AND INSPECTED BY COED ENFORCEMENT. LARGER,18 INCH IS MINIMUM).ALL FIR LANES SHALL CONNECT AT BOTH ENDS TO A SHEET: OF:..—._ .A 6. BACKFILL FOR UTILITY LINES SHOULD BE CAREFULLY PLACED SO THAT THE UTILITY DEDICATED STREET OR BE CONSTRUCTED WITH TURN-AROUND AREAS AT THE DEAD-EIJO APPROVAL DOES NOT AUTHORIZE AN 4�+E ../F�gEE� City of GRAPEVINE, TARRANT COUNTY, TEXAS d WAl BE STABLE.WERE UTgATY LINES CROSS THE PARKING LOT,THE TOP B'SHOULD WITH A MINIMUM RADIUS OF FIFTY(S))FEET.ALL PAINT REFERRED TO SHALL BE A TRAFFIC BE COMPACTED SIMILARITY TO THE REMAINDER OF THE LOT.UTILITY DITCHES SHOULD MARKING PAINT. WORK IN CONFLICT WITH ANY CODES e`� DILL I{PA CONSUMING. INC. BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT THE WHEN REQUIRED DURING CONSTRUCTION OR OTHER TEMPORARY USE APPROVED SIGNS SHALL OR ORDINANCES. ° R.� 5 BE PROVIDED AND MAINTAINED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUC4 ROADS G.W HINQLEY _UNDESIRABLE FELL IS NOT USED. 14800 Quorum DAre+SMHe S00 DdlOe,Lame T52/8 AND PROHIBIT THE OBSTRUCTION ENT FIR OR BOTH.SIGNS MUST BE SECURED SO 1H,.T THEY DEPARTMENT OF GEAELOPMENT SEANCES �jp .73810 All 7. IF ROCK I5 ENCOUNTERED R TFH.TRENCH,ROCK SPOIL SHALL NOT BE USED IN THE CANNOT R MOVED UNTIL PERMANENT FIRE LANE B PAINTS. ?)` S � 7 1164TDN DRAIN OATS BCATd NOfi9 IIIJT No UPPER iS FEET OF THE TRENCH.THE TOPSOIL 1.8 FEET OF THE TRENCH IS TO BE 14. ALL UNDERGROUND FIRE SPRINKLER LINES TOR. BE CUSS 200,OR-14 PIPE AND BE �'r �_ BACKFlLlED ONLY YAEH TOP QUALITY TOPSOR. INSTALLED BY A STATE LICENSED CONTRACTOR. / G.WF. K.C.C. 2/7/00 1'-20' K.P.A. 99110 1 q T> v C n EI)a•AN;tpt JOMt • UVAN9«+JOINT LINE a:ROOF Riot REMO tW OF SWAM 0 OTHERS WXK oxnat = ND: g��pySl,T3y.DIFA�CE 6ftlac ,W D UTs N4Ifi10C(U/b COLOR ONE- CANYON AM (�7COLON gam)gR � U.S BRlaf WL�IIRFD 5id1E N/.AD 3731 WARPAW D IW t C0.gt TM�- WHRE FM.LSiONF,$RA FACE aA1i0ND E;!l (MC1E) a 9+Eq;�Ty g SUITE 3DO HOUSTON,TM 77042 • iCOICk 7M0 t713>'/dp-o395 I / FAX(T13j 7w-729? ACON(ratlT.hT ti�OwmZO v, ,i IFW CNi01MA 1 JOINT— _ NN6 92E METt YOIt ANpAA NSU ATED;suss(Sup) (COLOR ONE) 7 0 Ta t ,a el - IING SRE FACE MCli r it � t�Mac FRONT ELEVATION 1 E]PANlOI JO/IT ' "MIK , ,. MAICM OA• ;.:; SO i E7P/NOle1 OOROartU NEi1O/JdMF O9AN90N:pNT -cm N5 PRO DE AND NER EfPANSgN JOINT SPETIAI.TY BRICK SOLDER OOURSQ(COLOR TID) IONS SIZE FM£ {ai m"(COLOR ONE) `) IDTTOt OF MALTY Mat SOlim YAS'OlDY COURSE(CQOR TND) O 4; CANED MORE il ' wEldit�(LwR1EO�D �' h1 •i : - SPECIALTY Slat SOLDIER 1' COURSE(COLOT TOO) '33 ANODIZED ALUMWM Z 1'PPE BOtEARD YEil01Yj• S1O16ROJT SISTPAi.S/1 ..f OTI}i C w =)"ILATED O.A$$ d I TOP E TOP OF •. W"(COLOR ONE) 'Q J. s� To AST M�ffl L \�� �CaALTY E ROt SOLDIER (,� �' .0- 0(ILRSE(COLOR RID X _ n CASE NAME � LEFT ELEVATION 2 s CASE NUMBER` AUSIRAW CV ! aTw)rD) LOCATION. t�eNsON JOINT EIPANOON JU1tr W TCP OF,wt7t (J1 t- MAYOR SECRETARY;. , Q q L j DATE: ' (COtoR Two) LAJ PLANNING AND ZONINCr COMM(SSt!'�N: .� ' Q CHAIRMAN.` AJutwlN AYs+` DATE: r b . taurER,RE:TIEP 4 Otff a, (COLOR ONE) REFER TO FRONT AND yat�c SHEET ` OF: LEST ELEVATM FOR U / ADDITIONAL NOTES AND i APPROVAL DOES,NOT AUTHOR(��,A�N,,, savANlaDtDuow � � WORK 1N CQNf[l�T Wi Thf ANY Ct � ME7K DOOR AND DOERS OR'ORDINANCES t FRAIE PAIR m L +� �;, MATCt C0.dt blE ,,E WiSONE SM17I121 DEPARTMENT OF OCVELOPMENT SCRNt 5 A OF LEDGE10 tFDOE s MAN m: REAR ELEVATION 3 b oema KIN.OUtiFR y�,PAINT W QATE EIPANRm JOINT W COLOR IkD IEM9a8 .. . .. . .. ,. .. :. Twat COLOR iW) I I I MD.ECT N0: l/02OOTZ tCODOR TOO) I I asm FM MCAT I gDLDR atf $ Km Pei: FEO HN ,.wu� I � «t tamwowe TO FRONT LEFT ILL AM a11� ATIOIS Frn ram mm aER9aa CRAM tAAnEx Tw OF A2.0 ( t O OF N EXR RIOR ELEV. RIGHT ELEVATION 4 L�r� pAnhiWitwo,!W ED �� rues s N� 3 WM.300 37 DRW e". ry.'a"'r•` FA%(713}7EQ-7292 O z $ A.SAil4 � rEa raa ANaGtA SUlm Cnmaoa o�a�c -- DIF TNTERNAI LY ILLUMINATED MONUMENT SIGN 31$"=1�-U° 51� Y1EYV 35 SQUARE FEET) �� � ASS 35-M). SIGN S Et]l I,CATIONS: I �PM5 D Painted Blue To Match 29 c. (� Alum Cabinet P h Puts 35 �-- -- ` 5 Formed,Embossed Face With 3•c Aor Second ` w� ,FEDWAL ""'r" PMS z935C r Q `Surface Painted Graphics As Per Customer �� MR xeoo Standards.(see Logo Detail) BLUE .,r.�• a "" ay st,� >rr�>N 3--line Reader Board Section,White Bk d With GRAPEVINE TES ) 1ooiwraaagar �irMdrek vt ® Black g . ack L� eo.oa®ara..ww.x.sor Arnos.nerw .�.. Ate— � � Alum Sign Base To Be Painted White FeeRUARYv,saoo Z Q rr.w.uo�r.wiurro■r ..� —„F wrr G-6251 LEEur�.►.iMwriwuirrwtw�w./rtow�r ,owr - - 3 . 4 a we.rrwo.w Uowrwarw.�..ar ors � �c-'� wrr+rrw,.r 7 J7ERga'S SfRNCE SfAI Q .— arrw.r�r�roar+r..w.r�►Mrrrwr.. 'R • — w 4wr.grw,owxrrw 8t�' X SIGNAGE DETAILS 2 nEf 5 W w FEMEBALSIM GRAPEVINE` TEXAS A SALUE oLIM �IGE i><EMANIRI FEBRUARY g+.2� M �oeooc tre•.u.o• G 6251 �WU 1�1U - 1 "MFx�c"sFU — . Z> DRU or. vs a Cw0cm WR °. 1 aUetrvrrtttiMiNA1Ft)SlFj�,OSIGN Ih"=8'4" , . ' METAL CABINET IS PAMED MHITE.PAN FORMED AND EMBOSSED FACE HAS WHITE STANDARD AND BLACK EG'�AJ'IS SIGNALL .. SIGN AREA EQUALS 5A SQUARE FEET. GRAPEVINE mum Goan now ku Mmeon s ROT DALE tU V,M - NOTE:FEDERAL SIGN SHALL INSTALI.THIS DISPLAY.SIGN SHALL BE MANUFACTURED BY OTI�RS. r!e t�ttAxwo J t ' G-6251 `.LLrmUr` DRUG WAM A2.1 14 SIGNAGE SMAGE DETAILS 131 SIGNAGE DETAILS 1