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HomeMy WebLinkAboutZ-7463-A Map 2it I nRi 1' 1�0. 111G�0`OI)""'00 Fn iNLws ILC I I MATCH EXISTINGIEDGE OF/ASPHALT I a � I 06 drn C4 w w O 0 OC) 17 0D (n GO U) I PROPOSED ASPHALT PAVEMENT PROPOSED E OF ASPHALT I n. I L10 I tE ldl Ylti�, h,or} _. Nr:vAUWTAIZC l� i`a�a [IbvAnuN - ;01:.73'. 1 I I SSMH RIM ELEV. = 300.50' INVERT ELEV. = 288.30' Il0% 110'IOUT - EAST - --�18"-.CMP = ``EXISTING EDGE '. EXISTING CURB 1 _- -_ �OF ASPHALT PROPOSED ASPHALT 11 S 09'08,or-w rrgT7p) -- PAVEMENT \` S 9W'47" W 12.37' (P) PROPOSED EDGE OF CONCRETE FOUND RAILROAD S 11'36'26" W 230.16' (.Pl PROPOSED EDGE OF FOUND RAILROAD EXISTING CURB SPIKE IN ASPHALT - - - S 11'34'43" W 230.20' ) ASPHALT SPIKE IN ASPHALT •., ID #4 REBAR ACCESS AND UTILITY EASEMENT EXISTING EDGE - - 1•; •'•I^ ASPHALT MATCH EXISTING / APRONG CONCRETE EDGE OF ASPHALT I �: '•, 4? ' CONCRETE / MECHANICAL (DN EXISTING CURB _ PAD _ ••� / - -- - 25' SET BACK LINE Ti 9Ad. - ------ - 10e 88'-0" �� I RACEWAY SERVICE STATION iD I g 1 r•'�� RACEWAY DESIGN CHECKLIST S PER PLAN/HOTEB OTHER BUILDING RINI STANDARD COST CANOPY 44' x 759' S HP CANOPY NO SEE DETAIL 8 F..S.O.S. SHEET SD- MAX DISPENSERS 12 to A t6 'tJn I Y 0 3 INITIAL DISPENSERS 12 m OSTIAL PIPING 12 TANK LOCATION PER PLAN TELEPHONE LOCATION WA • AIR/WATER LOCATION WA P7POSEDD CONCRETE SIDEWALK E.S.O.S. DLWBTER LOCATION PER PLAN I s aAt .� t M SIGN LOCATION PER PLAN DRIVEWAY LOCAT10MB PER PLAN •°° 1 I N m IM SITE LIGHTS 2 FINISHED FLOOR 302.58 PARKING SPACES 2 COMMENTO I= APPROVED DEPT. F DATE DNA. OF ENGINEERING date V.P. OF CONST./ENG. date C.E.O. data PRESIDENT date COST: 12'-a" LAND S DEVELOP/ENT (ENG./SURVEY S EXCEPTIONAL COST S STANDARD COST 8 TOTAL S 10'-0" •i 12'-a" 5'-O• 2531 SD. FT. N e IWow In W At Y, .. °wT g�xu !al 6roo,u.i[cr_v A,_s.'... _ Nrtsn[irk e� uxls"�an ,v I'� 11 rol I: ' I CO o EXISTING CURB e>f GREENS UMPSTE a Iw" SEE DETAIL 8 F..S.O.S. SHEET SD- �UUG,Wifr 30'-O' to A t6 'tJn I Y 0 3 PAD m m �BEGIN SIDEWALK 1' • 81'-li'm. P7POSEDD CONCRETE SIDEWALK E.S.O.S. INSIDE BUILDING FACE 0 I s aAt .� t M I •°° 1 I N m IM W I= 6 SP ACES 10' = 0'-O" 10'-0" 8 SF ACES 10' 0'-0' o z 0 i 0G z ° • z C� � 701 _0. ........-_ Q • . '-m z 9... 'DSS r EXISTING UNDERGROUND wNCRETE p. �I TELEPHONE w w °' AREA PROPOSED CURB z �I ROPOSED CURB PROPOSED CONCRETE �' .• EXISTING G'�cRHEAO F Q - - PAVEMENT \ I $d ELECTRIC J'I z wl c v = I PROPOSED CURB z� I`•.iI� EXISTING CURB 0 \/j v U L7 I -0U; 'r, j Oi < M cc 04 3 ;p< A.8 CANOPY E.S.O.S. LL I I 13 1-0 T3 o t 3 .I QD _, w ❑ N FJ- TVP. PRODUCT \ r n z y o 51 8). FT. L GO SIGN N� -- \ G O•( FYV� I�•!� I Z 6 9 EXISTING CONCRETE - 45' SET BACK UNE a0 • SIDEWALK o 158'-01 b o D PROPOSED EDGE PROPOSED CONCRETE p 9v I ^O OF CONCRETE PAVEMENT 00 C b o EXISTING WATER 9� • 3 � PROPOSED CURB METERS p 3 cc 15' EASKMENT 16'-0' X '-0' PRICE LOGO �' U • p •�` G� EXISTiNG 8" WATER LINE BLOW OFF SIGN, 35' TO TOP OF SIGN i ad. EXISTING _ HYDRANT LL" // 2 ��pp }�p� -� -- -� Tom- EXISTING OVERHEAD _� _� 4'-T : •� J� // IN ASPHALT PIS- ELECTRIC 38'-1• / Q J INLET N 70'33'53" E 271.01 GUY VASE (2AAAAAA -� Q RIM ELEV. 303.36' -- STING GAS LINE N 1ff33'53' E 211.05' M) `. G EXISTING UNDERGROUND 7R INVERT ELEV. = 297.24' •• 8' CONCRETE RETAINING WALL S'GNALO BOXIIIIIIIIIIIS E 26"x27" CMP = 301.83' • �" t .. E 30'x18" CMP = 301.33' TELEPHONE /'�: ,:•�•' t •! L16"RCP =298.73' � N .�• ~•• .•1' .S .'.' •• 148'-9" / ./.• �• : �• .. ••t ;00000zoo'-,. ! •r I :AAAA A, A• _unums �� INLET . •All iy ra 1i (�())+- RIM ELEV. = 303.61' IN 09177� EA IN 0921'47" E 12. 6' (P} APRONASPHALT CONCRETE BENCH/UTILITY VAULT 31FHA TEDGE OF EXISTING CURB INVERT ELEV. = 298.67' 1 7XISTING f�lOf?l"Hi:71Jj'1U LANES CURB 79'a: FF3i EDGE i EXISTING EDGE OF •�- - I ASPHALT 'SHY AVENUE 00' '/W I SITE NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND 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. 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 5. 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. 7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 8. 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 247 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. qR� z m n ZONING: C-4 BUILDING SETBACKS: FRONT: 45' 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 C* VICINITY MAP =��Ijj Yfdfi4V CN.' ,CSOIE W� a. ,x An- - _ilio 4 ffi _.• Y -.� 6]. TI I V 9 5 I_ P, e¢ 0. �� � � ,`i' BI � fl I ��n � c• -" 6 $ 1 L,Ic dxw �„wrmv w 1 ��9 .ml 8 wxc EY [ PROJECT LOCATION w,e i K I K l p[ LLi AVEJ2 mi W+ W M R [xWe¢LA N• T, m OIImAC0CA � Fsrd AJRIT q to I w f. I Y;1�/ nv '77 INiERS1AiE 30 V}LL yre • P I' LEGEND 4P INDICATES EXISTING ELEVATIONS ®-PROPOSED FINISHED GRADES -O SPOT ELEVATION AT FINISHED GRADE uoo INDICATES TOP OF STRUCTURE n"0 INDICATES FLOW LINE ELEVATION © w WATER LINE FOR IRRIGATION e 1" WATER LINE FROM IRRIGATION ® 4' SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE OR SEPTIC TANK Q BURIED ELECTRICAL SERVICE FROM NEAREST EXISTING UTILITY POLE O TELEPHONE SERVICE FROM NEAREST TELEPHONE POLE RUN UNERGROUND M CONDUIT ly INDICATES CONSTRUCTION JOINT [SEE DETAILS ON SHEET SDI) ® CONCRETE CURB (SEE SHEET SDI) Q2 DISPENSER NUMBER P DISPENSERE PRODUCT I.D. ❑T PROPOSED PUBLIC TELEPHONE (SEE SHEET 8D11 WEATHERPROOF ELECTRICAL OUTLET .8.0.8 EMERGENCY SHUT OFF SWITCH 4 AREA LIGHT LOCATION (SEE SHEET SDI FOR DETAILS) 4 ALTERNATE PRICE SIGN DOWNLIGHT TO ILU1R1ATE TANK AREA IF SHOWN) A SPIDER LIGHTS IWHERE APPLICABLE) D REVISION INDICATOR KF. HIGH POINT INDICATES PROPOSED Be CONCRETE AREA A PROPOSED AIR/WATER STAND. (SEE SHEET SDI) B.P.. BOMBER POST (SEE SHEET SDI) T.0.1. ELEVATION AT TOP OF ISLAND. ==== EXISTING ELEMENTS PROP08ED 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 B" THICK 3500£ AIR ENTRAINED. W/FISER 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 8" THICK 3500£ W/ REBAR AS SHOWN ON TANK PLANS. AREA IN FRONT OF DUMPSTER TO BE Be 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. = 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 (I.E. D.I., C.B. Oct.) 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. jill J -n ,4 y s r� t e Cm 0 a In W At Y, .. °wT g�xu !al 6roo,u.i[cr_v A,_s.'... _ Nrtsn[irk e� uxls"�an ,v I'� e� A a Iw" �UUG,Wifr _ilio 4 ffi _.• Y -.� 6]. TI I V 9 5 I_ P, e¢ 0. �� � � ,`i' BI � fl I ��n � c• -" 6 $ 1 L,Ic dxw �„wrmv w 1 ��9 .ml 8 wxc EY [ PROJECT LOCATION w,e i K I K l p[ LLi AVEJ2 mi W+ W M R [xWe¢LA N• T, m OIImAC0CA � Fsrd AJRIT q to I w f. I Y;1�/ nv '77 INiERS1AiE 30 V}LL yre • P I' LEGEND 4P INDICATES EXISTING ELEVATIONS ®-PROPOSED FINISHED GRADES -O SPOT ELEVATION AT FINISHED GRADE uoo INDICATES TOP OF STRUCTURE n"0 INDICATES FLOW LINE ELEVATION © w WATER LINE FOR IRRIGATION e 1" WATER LINE FROM IRRIGATION ® 4' SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE OR SEPTIC TANK Q BURIED ELECTRICAL SERVICE FROM NEAREST EXISTING UTILITY POLE O TELEPHONE SERVICE FROM NEAREST TELEPHONE POLE RUN UNERGROUND M CONDUIT ly INDICATES CONSTRUCTION JOINT [SEE DETAILS ON SHEET SDI) ® CONCRETE CURB (SEE SHEET SDI) Q2 DISPENSER NUMBER P DISPENSERE PRODUCT I.D. ❑T PROPOSED PUBLIC TELEPHONE (SEE SHEET 8D11 WEATHERPROOF ELECTRICAL OUTLET .8.0.8 EMERGENCY SHUT OFF SWITCH 4 AREA LIGHT LOCATION (SEE SHEET SDI FOR DETAILS) 4 ALTERNATE PRICE SIGN DOWNLIGHT TO ILU1R1ATE TANK AREA IF SHOWN) A SPIDER LIGHTS IWHERE APPLICABLE) D REVISION INDICATOR KF. HIGH POINT INDICATES PROPOSED Be CONCRETE AREA A PROPOSED AIR/WATER STAND. (SEE SHEET SDI) B.P.. BOMBER POST (SEE SHEET SDI) T.0.1. ELEVATION AT TOP OF ISLAND. ==== EXISTING ELEMENTS PROP08ED 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 B" THICK 3500£ AIR ENTRAINED. W/FISER 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 8" THICK 3500£ W/ REBAR AS SHOWN ON TANK PLANS. AREA IN FRONT OF DUMPSTER TO BE Be 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. = 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 (I.E. D.I., C.B. Oct.) 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. Cm 0 a m 0 W At 0 0 0 m m m Z 0 W I= F n. O O o a w z E5 F_ C3 UO E5 m0 0 w Ln W w w of J w O a a Z61 STATE OF ARKA4 N AS REGIS 0 AL G ER •Pq No. 13217 c� VA. PI J�yloh IL _J S G F c A. ro oc NO V dIAA y� V LL X W C d lu W FB�ot�t�F3D�e Z a© w �p C7 O J C0 O (O re 13 IAAAA Z Z r IAAAA co Lu J All* �IAAAA AAA.. U m a n H 7 O W V TAAAA � 4 Q � Cl) N °D3 0 OF o ZQO� W `�'� ZQ>Y0� z a N o Ju��Q0 a>yW W �LU 'Cc �o ` u `` ~ N Id ♦�= = = N Cl Lu AreU a UJ UJ aQ Z N N D P1 2 SHEET NO. REV.