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HomeMy WebLinkAboutZ-4043-B Map 2TRAFFIC pOLE W Q cn w z c c c I, SHOPPING CENTER MANHO RE S 253 5 ELEV, TOP= 73 N 88 50'57' — ELE T� EAST 36' 3( To WEST SW Corner Section 18 T -1-N R -12-W 1. LANDSCAPING SHALL CONFORM TO THE CITY OF LITTLE ROCK LANDSCAPE ORDINANCES. 2. STORM WATER RETENTION SHALL CONFORM TO THE CITY OF LITTLE ROCK LANDSCAPE ORDINANCES. O SIGN SCHEDULE GENERAL NOTES } i 5YM QTY DESCRIPTION A I ROAD SIGN, q0-200, 35' HIGH I. MCDONALDS ROAD 516N AND BASE ARE BY THE BI&N CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL cONTRACTOR. B I PRIMARY DETECTOR LOOP (REF DTL ON BHT E4 1 DTA 21 5Hi Cs) 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER 2 HANDICAPPED PARKING SIGN G I HANDICAPPED PARKING SIGN W/ VAN E ETJD�AGE BEBLOW D 516145 ARE BY THE GENERAL CONTRACTER. E I FLAG POLE (REF DTL 4, SHT C4) (OPTIONAL) 5. 5/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- ' METER FOR LOT LIGHTING 15 BY THE GENERAL CONTRACTOR. LIGHT - F 2 DIRECTIONAL SIGN, 90-5a (REF DTL 3, SHT C,4) INS FIXTURE5, BASES, POLES, CONDUIT, AND WIRING ARE BY THE 1 MENU BOARD (REF DTI- BHT E4 ° G I 5X-OWNEIVOPERATOR. DTL B sHr C. cs) H I VEHICLE HEIGHT WARNING SIGN (OPTIONAL) 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR p z I I FASCIA 51 ON BOLTS ARE BY THE FLAGPOLE SUPPLIER. 1-- Ill J 2 WALL MTD. ILLUMINATED ARCH LOGO a 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT IY K I VEHICLE HEIGHT DETECTOR POLE LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST L 8 LIGHTED ROOF BEAM ECONOMICAL INSTALLATION. WS M GUTOMER ORDER DISPLAY 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES V N I OIL PARTNER PRICE/ROAD SIGN TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING O 3 FUEL CANOPY SIGNAGE DRAWIN65 FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND PROPERTY INFORMATION CIRCUITING. w 4 N 9b 50.FT. DESCRIPTION T. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK j 100 90,008 TOTAL PROPERTY AND MUST BE VERIFIED BY THE 6ENERAL CONTRACTOR AT I 1 1 I I I I I 100 90,008 DEVELOPED PROPERTY 6ROUNDBREAK. Q% O O UNDEVELOPED PROPERTY 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT. I6 14,192 GONG. CURBS, PADS, SIDEWALKS, ETC. 19 17,213 LANDSCAPED PROPERTY q' ALL LANDSCAPE E AREAS SHALL BE ROUGH GRADED TO 6" BELOW La m TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPIN(5, I I I 1 1 1 I I 06 5,248 BUILDING AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. >M 55 49854 ASPHALT IIYy QT 10. LOT LI&HITNG CONCRETE FOOTIN65 TO CONFORM WITH THE SOILS 01 6DO GAR WASH BLDG. S.F. REPORT RECOMMENDATIONS FOR THI5 PARTICULAR SITE. 03 2,301 CARWA5H GONG. CURBS 8 DRIVE V ❑ SITE PLAN NOTES II. ALL DIMEN51ON5 ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 12. ALL ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. ®- TRASH ENCLOSURE, EXTERIOR TO MATCH BUILDING 15. ALL CONCRETE CUR55 AND LANDSCAPE AREAS ARE TO HAVE 2,, (SEE DETAIL 1, SHEET C4) PVC WEEP HOLES AT 48" O.C. (TYP). ^ ®-6" THICK 4000 PSI CONCRETE PAD W/ 6" x 6" ^�•• / #10 X #10 EWWN (DRIVE THRU PAD) LEGAL DESCRIPTION Q ©-6x18 CURB $ GUTTER(TYPIGAL) (SEE DETAIL 5, SHEET C4) PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 18, T -1-N, R -12-W AND PART OF THE SE 1/4 OF THE SE 1/4 OF SECTION 13, T -1-N 1 0 -HANDICAPPED RAMP PER ADA SPECIFICATIONS R -13-W, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �, ❑E -4" THICK 3500 PSI CONCRETE WATERPROOF SEE SURVEY JIG SIDE WALK5, BROOM FINISH (TYPICAL) ❑F -PAINTED STRIPES (TYPICAL)PAVING SPECIFICATION (MINIMUM 5" TOTAL COMPACTED ASPHALT THICKNE55) z Q ❑G -7" THICK 4000 PSI CONCRETE PAD W/ 61- X 6" REMOVE TOPSOIL #ALLtu ORGANIC 8 SOFT MATERIALS FROM 0 / #10 X #10 EWWN (TRASH ENCLOSURE PAD) THE BUILDING E PAVEMENT AREAS. PROOF -ROLL THE SITE WITH A MIN. 20,000-1-15 PNEUMATIC TIRED DUMP TRUCK, OR O ❑H -GUARD POST (SEE DETAIL 6, SHEET C5) SIMILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. v IN LIEU OF UNDERGUTTIN6 WEAK SOIL AREAS, IT MAY BE 1IL K FEA5ABLE TO BRIDGE OVER WEAK SOIL AREAS WITH A THICK -LIGHT POLE (SEE DETAIL 2, SHEET C,4 FOR FOOTING) INITIAL LIFT OF 4" TOP-51ZED CRUSHED STONE OR SIMILAR d O ❑J - 1000 GALLON GREASE TRAP STONE TRACK -WALKED INTO THE 5U86RADE. UTILIZE STABIL- o ZATION GEOTEXTILE BENEATH THE CRUSHED STONE LAYER. 0. W -6" CONCRETE APPROACH (PER CITY AND STATE THE UPPER LAYER OF THE GRU5HED STONE LAYER MAY THEN BE "CHOKED" WITH AHTD CLA55'7 CRUSHED STONE BASE OR = p- Z SPECIFICATIONS) OTHER SUITABLE MATERIAL. COMPACT TO qO% OF MAXIMUM 130 MODIFIED PROCTOR Q N ❑- PEDESTRIAN SAFETY HANDRAIL o Q (p a o PAVING AREA: 5.0" HOT ASPHALTIC, GONG.ly ❑M -YELLOW PAINTED SAFETY STRIPE a.o° CRUSHED STONE BASE. ° z p w �1 WN 0ZD- NOTE MCDONALDS EN61NEER RESERVES THE RIGHT TO REGLE5T A COMPACTION TEST > F -1 Z N ❑N —GASOLINE PUMP ISLAND CANOPY AND/OR A CORE SAMPLE. IF TMTS PROVE CORRECT, PER ABOVE Fe z Q -j ❑O - GARWA�[I'1 � ya C SPECIFICATION, TE5T5 WILL BE AT THE EXPENSE OF MCDONALD5 OTHERWISE, D � V Q r 2 }( aH BUILDING THE 6.0. WILL BE CHARGED. V FL 111!!! ®-LANDSCAPE AREA LOT LIGHT RECOMMENDATION V � a Q V Ud NW Qm ®— CONCRETE FLUME m RIP RAP LOT LIGHTS ARE TO 8E SECURITY LIGHTING ASWG-IOOOMH-DB-MT FIXTURE —/'� y( 9 O F m ON 50' METAL POLES ON 24" DIA. CONCRETE BASES (800) 544-4648 II 1� QO F j ®- NEW PIPE 4 HEADWALLS NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED, QL ❑5 -UNDERGROUND GAS TANKS PARKING INFORMATION O ❑T -AIR ff WATER RE �R p - SPACES - X - ❑U -GA5 TANK VENT PIPES A -SPACES - X - SPACES - X 21 SPACES q X 18 ❑-SPEC IAL ORDER PARKING 51 &N ( COLOR PER MGD PM) SPACES Q PROVIDED® 60° ❑W -CONCRETE 91DEWALK5 PER MASTER STREET PLAN SPEC.37 SPACES q X 18 ® q0° ~ p 5a 3 HANDICAPPED SPACES 11 X 18 ® 60" Q UTILITY INFORMATION t� 51ZE TYPE LOCATION SANITARY SEWER GRAVITY SW CORNER OFF LOT PARKING CALCULATION: WATER 5" CITY LINE ON NORTH SIDE OFF LOT 1 STALL REQ'D/100 S.F. OF BUILDING STORM SEWER OPEN DITCH WEST ALONG PROPERTY Q BUILDING = 5,248 S.F. ELECTRIC UNDERGROUND LINE NE SIDE OF PROPERTY Q 5,248/100 = 52.48 = 53 PARKING STALLS -59' PARKING STALLS PROVIDED > 53 = OK SAS 2" GA5 LINE NE SIDE OF PROPERTY SURVEY INFORMATION PREPARED BY: DePYELOPMENT CONSULTANTS INC. Q 2200 NO, RODNEY PARHAM RD. SUITE 220 , LITTLE ROCK, AR T2212 DATE: 11/14/q-7 i N P LEGEND d z SANITARY SEWER GA5 Q Q tf) — 5— 5— 5— 5— — 6 6— 6—Z z Z WATER %b — W W — yy W — LOT LIGHT LP:SO N N — ST 550RM SEWER 5T — EXISTING ELEVATION p' — E — ELECTRIC _ E — PROPOSED ELEVATION 261.6 TH NOR ® WATER METER GM GA5 METER _ STREET ADDRE55 UN I VER51 TY AVE CITY STATE STATUS DATE BY LITTLE ROOK AR PRELIM I/5/q 1 BMA COUNTY CHECKED - PULA5K1 A5 -BUILT - BMA �� 517E FLAN REGIONAL DWG. NOp �y CORPORATE DWG. NO.