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HomeMy WebLinkAboutZ-4043-C Map 1LAJ Q IV) fY ujz Z) c i c c r SHOPPING CENTER / 1 ' a I1 Oki; IA W EV, MSANH� E 253.53 ELEV.If Z4T•73 36" To WEST fw % 50. FT. DESCRIPTION 00 gO,008 TOTAL PROPERTY 100 q0, 008 DEVELOPED PROPERTY 0 0 UNDEVELOPED PROPERTY 16 14,782 GONG, CURBS, PADS, SIDEWALKS, ETC. Ig 17,213 1 LANDSCAPED PROPERTY 06 5,248 BUILDING 55 4q,854 ASPHALT Ol 600 GAR WASH BLDG, S.F. 03 2,301 CARKASH CONC. CURBS d DRIVE [:151 TE PLAN NOTES ❑A - TRASH ENCLOSURE, EXTERIOR TO MATCH BUILDIN6 (SEE DETAIL I, SHEET G4) ®-6" THICK 4000 PSI CONCRETE PAD K/ 6" x 6" / #10 X #10 EKWN (DRIVE THRU PAD) ❑- 6x 18 CURB 4 6UTTER( TYR I GAL) ( SEE DETA I L 5, SHEET G4) FP- HANDICAPPED RAMP PER ADA SPECIFICATIONS a- 4" THICK 3500 PSI CONCRETE WATERPROOF SIDE KALK5, BROOM FINISH (TYPICAL) [F -PAINTED STRIPES (TYPICAL) E]--7" THICK 4000 PSI CONCRETE PAD N/ 6" x 6" / #10 X #10 EWWN (TRASH ENCLOSURE PAD) a- 6UARD POST ( SEE DETAIL 6, SHEET C5) ❑- LIGHT POLE (SEE DETAIL 2, SHEET G4 FOR FOOT IN6) JO -1000 GALLON 6REA5E TRAP K❑ -6" CONCRETE APPROACH (PER CITY AND STATE SPECIFICATIONS) ©- PEDESTRIAN SAFETY HANDRAIL ❑M - YELLOW PAINTED SAFETY STRIPE a- 6A50LINE PUMP ISLAND CANOPY g- GARWA51­1 13UILDIN6 ©- LAND5GAPE AREA ®- CONGRETE FLUME 4 RIP RAP ®-NEN PIPE I HEADKALLS ❑5-UNDER6ROUND 6AS TANKS ❑T - A I R 4 HATER [0-6AS 6AS TANK VENT PIPES L O- SPECIAL ORDER PARKIN6 5I6N ( COLOR PER MGD PM) W❑ -CONCRETE 5IDEKALKS PER MASTER STREET PLAN SPEC. PARKING CALCULATION 1 STALL REQ'D/100 S.F. OF BUILDING BUILDING = 5,248 S.F. 5,248/100 = 52.48 = 53 PARKING STALLS 66 PARKING STALLS PROVIDED > 53 = OK 0 S I TE FLAN GI I" = 30'-0' 6ENERAL NOTES t, MCDONALD'S ROAD 516N AND BASE ARE BY THE 516N CONTRACTOR. CONDUIT AND WIRIN6 ARE BY THE 6ENERAL CONTRACTOR. 2, BASES, ANCHOR BOLTS, CONDUIT, AND WIRIN6 FOR ALL OTHER 5I6NS ARE BY THE 6B4@RAL GONTRACTER, 3, 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- HETER FOR LOT L16HTINC, 15 BY THE 6ENERAL CONTRACTOR, L16HT- INI6 FIXTURE5, 5A5E5, POLES, CONDUIT, AND WIRIN6 ARE BY THE OWNER/OPERATOR, 4. BASES FOR FLA6POLE5 ARE BY THE 6ENFRAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLA6POLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN 56FEHIATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE HITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTINB UTILITY. REFER TO THE BUILDIN6 ELECTRICAL AND PLUMBINI6 PRA14IN65 FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRC4JITIN6. T. ALL ELEVATIONS SHONJ ARE IN REFERENCE TO THE BENCHMARK AND HU57 BE VERIFIED BY THE 6ENERAL CONTRACTOR AT 6ROONDBREAK. 8. FINISH WALK AND CURB ELEVA7ION5 SHALL BE 6" ABOVE FIN15H PAVEMENT. q. ALL LANDSCAPE AREAS SHALL Be ROU6H 6RADED TO 6' BELOH TOP OF ALL WALK5 AND CURBS. FINISH BRADIN6, LANDSGAPIN6, AND SPRINKLER SYSTEMS ARE BY THE ONNER/OPEiATOR, -IO: LOT i:.16HiTN6 CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. II, ALL DIMENSIONS ARE TO FACE OF CUFF UNLE55 OTHERWISE NOTED. 12. ALL ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. 13. ALL CONCf;�E'TE CURBS AND LANDSCAPE AREAS ARE TO HAVE 2' PVC LEEP HOLES AT 40' O.G. (TYP). LE6AL DESCRIPTION - PART OF THE SIN /4D PART OF THE ISE 10/4 OF THE THE SWISE 1/4 OF SECTIO/4 OF SEON N 13, TN 1-14 12-W - R -13-W, CITY OF Lf"Ul ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: - SEE SURVEY PAVING SPECIFICATION (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) REMOVE TOPSOIL 4 ALL ORGANIC 4 SOFT MATERIALS FROM THE BUILDIN6 4 PAVEMENT AREAS, PROOF -ROLL THE SITE WITH A MIN. 20,000 -LB PNEUMATIC TIRED DUMP TRUCK, OR 51MILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. IN LIEU OF UNDERGUTTIN6 WEAK SOIL AREAS, IT MAY 13E FEA5ABLE TO BRI06E OVER WEAK SOIL AREA5 WITH A THICK INITIAL LIFT OF 4" TOP -SIZED CRUSHED STONE OR SIMILAR NONE TRACK-PKALKED INTO THE 51­156RADE, UTILIZE 5TABIL lZATION 6E0TEXTILE BENEATH THE CRUSHED STONE LAYER. THE UPPER LAYER OF THE CRUSHED STONE LAYER MAY THEN BE "CHOKED" WITH AHTD CLASS i CRUSHED STONE BASE OR OTHER 5UITAaLE MATERIAL. COMPACT TO q0% OF MAXIMUM MODIFIED PROCTOR PAVING AREA: 3.0" HOT ASPHALTIC GONG, 8.0" CRUSHED 5TONE BASE. NOTE) M'DONAL" EN61MEM RESERVES THE R16HT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CZRRI!CT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE E>q%!NSE OF MCDONALD'S OTHERWISE.. LOT LI6HT RECOMMENDATION LOT 1­16HT5 ARr TO BE 55CANITY L16HTIN5 AS5-G-IO0OMM-D5-MT FIXTURE ON 30' HETA_ POLES ON 24" DIA. COHCAL E BASES (BOO) 544-4b46 NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT L16HTIN16 AS NOTED, PARKING INFORMATION 933 - SPACES - X - O - I RED - SPACES - X- O - e SPACES - X - O 21 5PACE5 q X 18 0 60' 3-1 SPACES q X 18 o q0' HANDICAPPED 5PAGE5 II X 18 o 60" UTILITY INFORMATION SIZE TYPE LOCATION SANITARY" 5ENER GRAVITY SW CORNER OFF LOT r,ATER 8" CITY LINE ON NORTH SIDE OFF LOT STORM 5ENER OPEN DITCH WE5T ALON6 PROPERTY ELECTRIC UNDER6ROUND LINE NE SIDE OF PROPERTY 6AS 2" 6A5 LINE NE 51 DE OF PROPERTY Lu lY I Q 1 1 I 1 I 1 I I I I I I SURVEY INFORMATION Ca PREPARED BY: DEDVELOPMENT C0119JLTANTS INC. 2200 NO, RODNEY PARHAM RD. I�JL[I S/I TE 220 N LITTLE ROOK, AR 12212 J N Q DATE: 11/14/87 O 516N SCHEDULE SYM OTY DESCRIPTION A I IROAD SIGN, 010-200, 35' H16H B I 1PRIMARY DETECTOR LOOP e REF DTI- ON 5HT E4 r G I 1HANDICAPPED PARK I N6 S I 6N K/ °vAa ISLE' ow D 2 1 HANDICAPPED PARKING 516N E I 1 FLAG POLE (REF DTL 4, 5HT 64) (OPTIONAL) F 2 1 DIRECTIONAL SIGN, qO-5a (REF PTL 3, SHT 6 1 15 X 7 MENU BOARD REF DTT- ON SHT E4 . I SKY r15) H 1 I VEHICLE HEI6HT WARNING 5I6N (OPTIONAL) I I FASCIA 5I&N -1 2 WALL MTD, ILLUMINATED ARCH L060 K I VEHIGLE HEI6HT DETECTOR POLE L 8 LIGHTED ROOF BEAM M 1 GUTOMER ORDER DISPLAY N I OIL PARTNER PRICE/ROAD 5I6N O 1 3 IFUEL CANOPY 516NA6E PROPERTY INFORMATION % 50. FT. DESCRIPTION 00 gO,008 TOTAL PROPERTY 100 q0, 008 DEVELOPED PROPERTY 0 0 UNDEVELOPED PROPERTY 16 14,782 GONG, CURBS, PADS, SIDEWALKS, ETC. Ig 17,213 1 LANDSCAPED PROPERTY 06 5,248 BUILDING 55 4q,854 ASPHALT Ol 600 GAR WASH BLDG, S.F. 03 2,301 CARKASH CONC. CURBS d DRIVE [:151 TE PLAN NOTES ❑A - TRASH ENCLOSURE, EXTERIOR TO MATCH BUILDIN6 (SEE DETAIL I, SHEET G4) ®-6" THICK 4000 PSI CONCRETE PAD K/ 6" x 6" / #10 X #10 EKWN (DRIVE THRU PAD) ❑- 6x 18 CURB 4 6UTTER( TYR I GAL) ( SEE DETA I L 5, SHEET G4) FP- HANDICAPPED RAMP PER ADA SPECIFICATIONS a- 4" THICK 3500 PSI CONCRETE WATERPROOF SIDE KALK5, BROOM FINISH (TYPICAL) [F -PAINTED STRIPES (TYPICAL) E]--7" THICK 4000 PSI CONCRETE PAD N/ 6" x 6" / #10 X #10 EWWN (TRASH ENCLOSURE PAD) a- 6UARD POST ( SEE DETAIL 6, SHEET C5) ❑- LIGHT POLE (SEE DETAIL 2, SHEET G4 FOR FOOT IN6) JO -1000 GALLON 6REA5E TRAP K❑ -6" CONCRETE APPROACH (PER CITY AND STATE SPECIFICATIONS) ©- PEDESTRIAN SAFETY HANDRAIL ❑M - YELLOW PAINTED SAFETY STRIPE a- 6A50LINE PUMP ISLAND CANOPY g- GARWA51­1 13UILDIN6 ©- LAND5GAPE AREA ®- CONGRETE FLUME 4 RIP RAP ®-NEN PIPE I HEADKALLS ❑5-UNDER6ROUND 6AS TANKS ❑T - A I R 4 HATER [0-6AS 6AS TANK VENT PIPES L O- SPECIAL ORDER PARKIN6 5I6N ( COLOR PER MGD PM) W❑ -CONCRETE 5IDEKALKS PER MASTER STREET PLAN SPEC. PARKING CALCULATION 1 STALL REQ'D/100 S.F. OF BUILDING BUILDING = 5,248 S.F. 5,248/100 = 52.48 = 53 PARKING STALLS 66 PARKING STALLS PROVIDED > 53 = OK 0 S I TE FLAN GI I" = 30'-0' 6ENERAL NOTES t, MCDONALD'S ROAD 516N AND BASE ARE BY THE 516N CONTRACTOR. CONDUIT AND WIRIN6 ARE BY THE 6ENERAL CONTRACTOR. 2, BASES, ANCHOR BOLTS, CONDUIT, AND WIRIN6 FOR ALL OTHER 5I6NS ARE BY THE 6B4@RAL GONTRACTER, 3, 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- HETER FOR LOT L16HTINC, 15 BY THE 6ENERAL CONTRACTOR, L16HT- INI6 FIXTURE5, 5A5E5, POLES, CONDUIT, AND WIRIN6 ARE BY THE OWNER/OPERATOR, 4. BASES FOR FLA6POLE5 ARE BY THE 6ENFRAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLA6POLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN 56FEHIATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE HITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTINB UTILITY. REFER TO THE BUILDIN6 ELECTRICAL AND PLUMBINI6 PRA14IN65 FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRC4JITIN6. T. ALL ELEVATIONS SHONJ ARE IN REFERENCE TO THE BENCHMARK AND HU57 BE VERIFIED BY THE 6ENERAL CONTRACTOR AT 6ROONDBREAK. 8. FINISH WALK AND CURB ELEVA7ION5 SHALL BE 6" ABOVE FIN15H PAVEMENT. q. ALL LANDSCAPE AREAS SHALL Be ROU6H 6RADED TO 6' BELOH TOP OF ALL WALK5 AND CURBS. FINISH BRADIN6, LANDSGAPIN6, AND SPRINKLER SYSTEMS ARE BY THE ONNER/OPEiATOR, -IO: LOT i:.16HiTN6 CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. II, ALL DIMENSIONS ARE TO FACE OF CUFF UNLE55 OTHERWISE NOTED. 12. ALL ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. 13. ALL CONCf;�E'TE CURBS AND LANDSCAPE AREAS ARE TO HAVE 2' PVC LEEP HOLES AT 40' O.G. (TYP). LE6AL DESCRIPTION - PART OF THE SIN /4D PART OF THE ISE 10/4 OF THE THE SWISE 1/4 OF SECTIO/4 OF SEON N 13, TN 1-14 12-W - R -13-W, CITY OF Lf"Ul ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: - SEE SURVEY PAVING SPECIFICATION (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) REMOVE TOPSOIL 4 ALL ORGANIC 4 SOFT MATERIALS FROM THE BUILDIN6 4 PAVEMENT AREAS, PROOF -ROLL THE SITE WITH A MIN. 20,000 -LB PNEUMATIC TIRED DUMP TRUCK, OR 51MILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. IN LIEU OF UNDERGUTTIN6 WEAK SOIL AREAS, IT MAY 13E FEA5ABLE TO BRI06E OVER WEAK SOIL AREA5 WITH A THICK INITIAL LIFT OF 4" TOP -SIZED CRUSHED STONE OR SIMILAR NONE TRACK-PKALKED INTO THE 51­156RADE, UTILIZE 5TABIL lZATION 6E0TEXTILE BENEATH THE CRUSHED STONE LAYER. THE UPPER LAYER OF THE CRUSHED STONE LAYER MAY THEN BE "CHOKED" WITH AHTD CLASS i CRUSHED STONE BASE OR OTHER 5UITAaLE MATERIAL. COMPACT TO q0% OF MAXIMUM MODIFIED PROCTOR PAVING AREA: 3.0" HOT ASPHALTIC GONG, 8.0" CRUSHED 5TONE BASE. NOTE) M'DONAL" EN61MEM RESERVES THE R16HT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CZRRI!CT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE E>q%!NSE OF MCDONALD'S OTHERWISE.. LOT LI6HT RECOMMENDATION LOT 1­16HT5 ARr TO BE 55CANITY L16HTIN5 AS5-G-IO0OMM-D5-MT FIXTURE ON 30' HETA_ POLES ON 24" DIA. COHCAL E BASES (BOO) 544-4b46 NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT L16HTIN16 AS NOTED, PARKING INFORMATION 933 - SPACES - X - O - I RED - SPACES - X- O - e SPACES - X - O 21 5PACE5 q X 18 0 60' 3-1 SPACES q X 18 o q0' HANDICAPPED 5PAGE5 II X 18 o 60" UTILITY INFORMATION SIZE TYPE LOCATION SANITARY" 5ENER GRAVITY SW CORNER OFF LOT r,ATER 8" CITY LINE ON NORTH SIDE OFF LOT STORM 5ENER OPEN DITCH WE5T ALON6 PROPERTY ELECTRIC UNDER6ROUND LINE NE SIDE OF PROPERTY 6AS 2" 6A5 LINE NE 51 DE OF PROPERTY Lu lY I Q 1 1 I 1 I 1 I I I I I I SURVEY INFORMATION Ca PREPARED BY: DEDVELOPMENT C0119JLTANTS INC. 2200 NO, RODNEY PARHAM RD. I�JL[I S/I TE 220 N LITTLE ROOK, AR 12212 J N Q DATE: 11/14/87 STREET ADDRESS UNIVERSITY AVE CITY STATE LITTLE ROCK AR COUNTY PULASKI RESIONAL DW6, NO 03-01 88 CORPORATE DW6, NO, I i r L STATUS DATE PRELIM CHECKED A5 -BUILT - C_/ BY BMA f'._'rw LEGEND d Ir - SANITARY SEWER 6A5 Q -- —5-5—s— — 6 6 6— Z — W WATERW — W — LOT LIGHT LP: 30 Q N —5T-57 ORM 555 5T— EXI5TIN6 ELEVATION 8" ELECTRIC — — E E — E E PROP05ED ELEVATION 11.6 26 t✓ NATER METER 6M 6AS METER STREET ADDRESS UNIVERSITY AVE CITY STATE LITTLE ROCK AR COUNTY PULASKI RESIONAL DW6, NO 03-01 88 CORPORATE DW6, NO, I i r L STATUS DATE PRELIM CHECKED A5 -BUILT - C_/ BY BMA f'._'rw