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HomeMy WebLinkAboutZ-7463-A Map 11 I I SSMH RIM ELEV. = 300.50' INVERT ELEV. = 288.30' Iii I SOUTH 10"OUT EAST 1' EXISTING EDGE '• EXISTING CURB -_ �OF ASPHALT PROPOSED ASPHALT r S 09'08'0.5iVF TT:'-ZfTv) _�. PAVEMENT S 0,96M'47° W 12.37' (P) PROPOSED EDGE I .. OF CONCRETE /FOUND RAILROAD S 11'36'26" W 230.16' (P) PROPOSED EDGE OF SPIKE IN ASPHALT (M) FOUND RAILROAD I EXISTING CURB _ - - - - - S 11'34'43" W 230.20' ASPHALT SPIKE IN ASPHALT FOUND #4 REBAR EXISTING EDGE ACCESS AND UTILITY EASEMENT - - LEXISTING CONCRETE OF ASPHALT MATCH EXISTING APRON EDGE OF ASPHALTIt x I �: '•.� ,,CONCRETEro •.• / MECHANICAL to EXISTING CURB PAD - . 25' SETT BACK LINE h� MOF/ASPHALTATCH EXISTING EDGE I 88'-0" �� RACEWAY SERVICE STATION ;o RACEWAY DESIGN CHECKLIST t PER PLAN/NOTES OTHER EXCEPTIONAL COST • STANDARD COST F 44' x 189' • k Y� x �I�'f/s t»G yv a>r N° ' IS H , � 8 12 PwG INITIAL DISPENSERS 12 6r xi4lSltl. Reu To mP I Ir 1 e. 5 INITIAL PIPING 12 Sj °J°Ifta" TANK LOCATION PER PLAN 55 .$., �_ii n �vze_nli I i TELEPHONE LOCATION WA E4 AIR/WATER LOCATION N/A CTLOCCAA 1 ROJEECT LTION- DIAPSTEB LOCATION PER PLAN � SIGN LOCATION PER PLAN 4, R _ rmemc 9 0 u 5' c npv q5ILa wsP I AE I DRIVEWAY LOCATIONS PER PLAN W SITE LIGHTS 2 1- FINISHED FLOOR 30158 U Q PARK8IG SPACES 2 COIDENTO cc W aQ Z APPROVED N DEPT. DATE DIR. OF ENGINEERING del* V.P. OF CONST./ENG, date C.EO. did. PRESIDENT 2 dot* COST: " LAND t DEVELOPMENT (ENQ/BURVE • EXCEPTIONAL COST • STANDARD COST • TOTAL • 10'-o" 12'-a" 5 -o" 2531 SO. FT. N I N IDI '�I N o EXISTING CURB Waft CREENE SEE DETAIL 8 30'-0" o UMPSTE E S O S SHEET SD- w I PAD 81'-11" BEGIN SIDEWALK 1• I • 3 PR POSED CONCRETE SIDEWALK E.S.0.8. INSIDE BUILDING FACE CDs I 1 I 3 •II N00 00 IM O I 6 S CES 10' f0'-0" 10'-0' S SF 0'-0" Z 8" CONCRETE 9s`p� w TELEPHONE Ln EXISTING UNDERGROUND rn w AREA o m I w rp' PROPOSED CURB c0i I ROPOSED CURB PROPOSED CONCRETE •. EXISTING OVERHEAD _ w W F < PAVEMENT c-`� ZD I $a ELECTRIC ml v-�/ I PROPOSED CURB II - '' x o r c =� I Y;aI� EXISTING CURB �o a N c��� I -- 2 CO o , N m d I��N� �IIn GO -- --------- L. N 3 io a %!T3 CANOPY- E.S.O.S. 1a f m 3 4 W U Q— --- O ®O 0El O ®Q —__ O 1 N I N N 4 9 � PROPOSED c o w L - - - - - - - - - - - - I oya ' .� I N iO 5 ASPHALT b � �d:P. z a PAVEMENT I c po "' P � ' F L) TYP. PRODUCT l l t 0. SOU 00 o `�� Z z 6 U11 61 -1 bt(Mi) PNI III@ FtS I I C m a F a, I_ I.. v. ..I) 61' I I ie o 51 S FT. L GO SIG( N� \ a V'` I•.. �I — ° O O EXISTING CONCRETE ] - � 45' SET BACK UNE 7' O • SIDEWALK -�b"- T=0"- 1 - \p P�o O 159'-0" � o 8 PROPOSED EDGE xo 0 OF ASPHALT I v Q \\C O ! I�• ^c� Q PROPOSED EDGE PROPOSED CONCRETE 0��"O OF CONCRETE PAVEMENT O J EXISTING WATER O'9� • y�. `O PROPOSED CURB METERS 3 W I • •! �I 0)) a 15' EASEMENT 15'-0" X '-0" PRICE LOGO �r O / O � � 9� EXISTING 8" WATER LINE BLOW OFF SIGN, 35' TO TOP OF SIGN i [K}! /p' ny15 L9tl Itl!i Yll>� x`133 •G. EXISTING aW TF Z 2 II VD I?Ta I11 b'A IhJ, .-104.1;.,. HENT 4 // -+cam,_ -- — T— EXISTING OVERHEAD -�_ _� •,'j O �-_ -- -- luALTiFAILROA N MASPHA��L'f' PIN ELECTRIC 35'-1" U �� INLET IKE IN ASPHALT _ N 10'33'53' E 2E1.01 — g'tjNG GAS lJ)L N 10.33'53' E 211.05 M) GUY WIRE (T- 77��qq�77 Q V RIM ELEV. 303.36' • ........ — �,. B' CONCRETE RETAINING WALL EEIIEPHONENDERGROUND SIGNALCBOXIUI �M INVERT � RT ELEV. = 297.24' E 26'x21' CMP = 301.83' E 30"x18" 'MP = 301.33' /. " • ,Y L 18' RCP = 298.73• I �/7/1 /yy� .� ... • . XT . e , • a, 1413'-8" i i l• ... •• �• :.. 200'-1" •.i ••••, M' �V a•4 '�:. •.i.��, '�•� { ,� INLET a • " t�� ^� • • a��t�' -' — sy RIM ELEV. V 303.61' N 09'17 59" E 12.34' (M) EXIS'TiNG CONCRETE BENCH/UTILITY VAULT -- � EXISTING EDGE OF EXISTING CURB INVERT ELEV. 298.67• ' I N 09'21.47" E 12.36 P APRON ASPHALT �XISTING IJOR1II ifl!. I_.ANES CURB Fl -,_'I EDGE - -'- \- EXISTING EDGE OF ASPHALT II i AVENUE — I 70D' P/W I SITE NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AIJD OSHA STANDARDS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. AREA: 1.103 ACRES IMPERVIOUS AREA: 0.26 ACRES 24% IMPERVIOUS BUILDING COVERAGE: AREA: 0.06 PERCENT. 5.1 PARKING: 1 SPACE/300 SF REQUIRED TOTAL REQUIRED = 9 SPACES PROVIDED = 12 SPACES SANITATION: -SCREENED TRASH COMPACTORS PROVIDED ON SITE. DIG! O ZONING: C-4 BUILDING SETBACXS: FRONT: 4` EX. SIDE: 45' INT. SIDE 20' REAR: 25' HANDICAP PARKING SPACES: REQUIRED = 1 SPACE PROVIDED = 1 SPACE FIRE LANES: -FINAL LOCATIONS TO BE COORDINATED WITH THE LITTLE ROCK FIRE DEPARTMENT L4Q VICINITY MAP " m d n _7't7, ffl --- T6NhAV C[Ui C (ANA m's _ Il f ss pv rfi1 i. I a'x 9vmrml-� wume"� ,p F! S .. rrwtl v� B k z( s bmncrw L ry a ,.•, �1S 3 5 o[ f.N �� P� I ... x k Y� x �I�'f/s t»G yv a>r i N�YIle ' IS H , � 8 � 1 � PwG SII 54 S CC m 6r xi4lSltl. Reu To mP I Ir 1 e. 5 C6 Q LwH aiT _b. _ bErr� l W; �.. y,.v v 5 "C ff/,(rIN[v'iii P. 5... Sj °J°Ifta" 'WS' Grm&4 - MGM 5$ �"_-xvb pY•. ._ 55 .$., �_ii n �vze_nli I i a t0 E4 � @Lgm.B W CTLOCCAA 1 ROJEECT LTION- `ftB ` ^•+ vC FP 5 "" :°Af S%lr� D1 � w" d � a* .vL � ' x,En w w""rM cr L• 1c rinrt � xonru N,?„ 4, R _ rmemc 9 0 u 5' c npv q5ILa wsP I AE I 5� I Yy'i 't ¢ Sa Cl.' W INTIISIPTC 11 D , ryrf C.t LEGEND ,P INDICATES EXISTING ELEVATIONS ®-PROPOSED FINISHED GRADES -Cig> SPOT ELEVATION AT FINISHED GRADE uoo INDICATES TOP OF STRUCTURE p°0 INDICATES FLOW LINE ELEVATION © I&- WATER LINE FOR IRRIGATION 1' WATER LINE FROM IRRIGATION ® 4" SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE OR SEPTIC TANK O BURIED ELECTRICAL SERVICE FROM NEAREST EXISTING UTILITY POLE O TELEPHONE SERVICE FROM NEAREST TELEPHONE POLE RUN UNERGROUND IN CONDUIT © INDICATES CONSTRUCTION JOINT IEEE DETAILS ON SHEET SD1I ® CONCRETE CURB (SEE SHEET 801) Q2 DISPENSER NUMBER P DISPENSERE PRODUCT I.D. Q PROPOSED PUBLIC TELEPHONE (SEE SHEET SDI) WEATHERPROOF ELECTRICAL OUTLET EMERGENCY SHUT OFF SWITCH 4 AREA LIGHT LOCATION (SEE SHEET SDI FOR DETAILS) 4 ALTERNATE PRICE SIGN DOWNLIGH7 TO ILLUMINATE TANK AREA OF SHOWN) A SPIDER LIGHTS (WHERE APPLICABLE) D REVISION INDICATOR N.P. HIGH POINT INDICATES PROPOSED 8" CONCRETE AREA Q PROPOSED AIR/WATER STAND. (SEE SHEET SDI) B.P.. BUM13ER POST (SEE SHEET 801) T.O.I. ELEVATION AT TOP OF ISLAND. ====EXISTING ELEMENTS PROPOSED ELEMENTS P.P. POWER POLE M.H. MANHOLE S.S. SANITARY SEWER S.P.M.H. SUBMERGED PUMP MANHOLE D.I. DROP INLET PAVING NOTES 1. CONCRETE AREAS TO BE S" THICK 3500£ AIR ENTRAINED. W/FIBER MESH, MAXIMUM SLUMP TO BE NO MORE THAN 4". ALL CONCRETE TO BE WOOD FLOATED, STEEL TROWELED. FINISH TO BE MEDIUM BROOM FINISH. AREA OVER TANKS TO BE S" THICK 3500£ W/ REBAR AS SHOWN ON TANK PLANS. AREA IN FRONT OF DUMPSTER TO BE S" THICK WITH FIBER MESH. 2. NOTIFY OWNER 3 DAYS PRIOR TO POUR OF INITIAL SECTION OF DRIVEWAY PAVING. RACETRAC REPRESENTATIVE TO APPROVE INITIAL POUR. CANOPY NOTES 1. ELEVATION AT BOTTOM OF FASCIA TO BE - 318.68 2. TOP OF COL. FOOTING ELEV._ 299.87 TANK NOTES 1. TOP OF TANKS = 299.68 2. TANKS" AND PRODUCT PIPING TO BE INSTALLED PER N.F.P.A. 30. SIGN NOTE: 1. PRICE/LOGO SIGN LOCATION AND HEIGHT TO BE FIELD VERIFIED BY RACETRAC PETROLEUM CONSTRUCTION DEPARTMENT AFTER SITE IS CLEARED. 2. TOP OF SIGN FOOTING ELEV. x CONTACT PROJECT MANAGER DIMENSION NOTES: 1. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL BUILDING LOCATION DIMENSIONS ARE TO THE FACE OF THE STRUCTURAL CMU. DRAINAGE NOTES: 1. ALL DRAINAGE STRUCTURES O.E. D.I., C.B. act.) TO BE BACKFILLED WITH CEMENT STABILIZED SAND. WETLANDS NOTE: THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED ON OR NEAR ANY KNOWN DESIGNATED WETLANDS. FLOOD STATEMENT: THERE ARE NO PORTIONS OF THE PROPERTY PLATTED HEREON LYING WITHIN A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FLOOD INSURANCE RATE MAP PANEL NO. 0501810103 F, DATED OCTOBER 19, 2001. CIVIL ENGINEER/ SURVEYOR: CRAFTON, TULL, SPARKS & ASSOCIATES, INC. 10825 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, AR 72211 501.664.3245 FAX: 501.664.6704 0 20' 40' 60' 80' GRAPHIC SCALE IN FEET DRAWING SCALE: V= 20' CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. 2_-7463-f4 ARKUNN AS o. 13217 ® 0 00) a Lu Z 9 W 0 ' 4 J 0 Q (7 O W m O t0 cc Z Z T= a 0 V CC m r. 40 W Z O .. W () T_ a t0 Lu W W —� ~ N Co W Lu °D o 3 z140 Z o_ '- W > 0 & QyaV 0 a2�o�oo o W Z w�W W W —� ~ N ` oW Q > OC G W 11 1- //= U Q cc W aQ Z N o P1 2 SHEET NO. REV.