Loading...
HomeMy WebLinkAboutZ-4043-B Map 1POLE IC C C N SHOPPING CENTER 1j�82q �r / 5� MANN��E S 253.51\ N 88.50,57' � V ELEVT� a AS .73 36" T❑ WEST SW Corner Section IB T -1-N R -12-W 1. LANDSCAPING SHALL CUNNUKM IU It -it u1T Ur LII ILL KUUK LANL; (&Art UKUINANuto. 2. STORM WATER RETENTION SHALL CONFORM TO THE CfTY OF LITTLE ROCK LANDSCAPE ORDINANCES. Apfirovild w1A VQ Cuun. ItVp Ter oed -ro OP- eA r F'r e • Co� O SIGN SCHEDULE 5YM QTY DESCRIPTION A I ROAD SIGN, 410-200, 55' HIGH B 1 PRIMARY DETECTOR LOOP (REF DTL ON 6441 DTL 2, SHT C5) G I HANDICAPPED PARKING SIGN W/ 'VAN AGGESSIBL APPENDAGE BEL D 2 HANDICAPPED PARKING 516N E I FLAG POLE (REF DTL 4, SHT C4) (OPTIONAL) F 2 DIRECT!ONAL SIGN, 410-5a (REF DTL 5, SHT C4) G 1 5 X 7 MENU BOARD m SDOtGBSHT E4 6 H I VEHICLE HEIGHT WARNING SIGN (OPTIONAL) I I FA501A 516N J 2 WALL MTD. ILLUMINATED ARCH LOGO K I VEHICLE HEIGHT DETECTOR POLE L 8 LIGHTED ROOF BEAM M I GUTOMER ORDER DISPLAY N I OIL PARTNER PRICE/ROAD SIGN O 3 FUEL CANOPY SIGNAGE PROPERTY INFORMATION % 50.FT. DESCRIPTION 100 410,008 TOTAL PROPERTY 100 410,008 DEVELOPED PROPERTY 0 O UNDEVELOPED PROPERTY 16 14,1412 GONG. CURBS, PADS, 51DEWALKS, ETC. Iq 1103 LANDSCAPED PROPERTY O6 5,248 BUILDING 55 4q,854 ASPHALT OI 600 GAR WASH BLDG. S.F. 03 2,301 CARWASH GONG. GUR55 8 DRIVE ❑ 51TE PLAN NOTES ❑A -TRASH ENCLOSURE, EXTERIOR TO MATCH BUILDING (SEE DETAIL I, SHEET 04) ®-6" THICK 4000 P51 CONCRETE PAD W/ 6" x 6" / #10 X #10 EWWN (DRIVE THRU PAD) ©-6x18 CURB 8 60 i t:R(TYPICAL) (SEE DETAIL 5, SHEET G4) [�g—HANDICAPPED RAMP PER ADA SPECIFICATIONS ❑E —4" THICK 5500 P51 CONCRETE WATERPROOF SIDE WALKS, BROOM FINISH (TYPICAL) E—PAINTED 5TRIPE5 (TYPICAL) [E --v THICK 4000 P51 CONCRETE PAD W/ 6" x 6" / #10 X #10 EWWN (TRASH ENCL05URE PAD) [E -GUARD POST (SEE DETAIL (5, 5HEET C5) ❑1 -LIGHT POLE (SEE DETAIL 2, SHEET G4 FOR FOOTING) g- 1000 GALLON GREASE TRAP K-6' CONCRETE APPROACH (PER CITY AND STATE SPECIFICATIONS) [L]—PEDESTRIAN SAFETY HANDRAIL [H—YELLOW PAINTED SAFETY STRIPE [T—GA50LINE PUMP 15LAND CANOPY ❑O-CARWASH BUILDING ®- LANDSCAPE AREA ®-CONCRETE FLUME 8 RIP RAP ®-NEW PIPE 8 HEADWALLS ❑5 - UNDERGROUND GAS TANKS ❑-AIR $ WATER U❑-GA5 TANK VENT PIPES 0 -SPECIAL ORDER PARKING SIGN ( COLOR PER MGD PM) ❑W -CONCRETE SIDEWALKS 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 59 PARKING STALLS PROVIDED > 53 = OK NORTH Lu GENERAL NOTES < W 1 1 I I I 1 I. MCDONALDS ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER. S. 5/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING 15 BY THE GENERAL CONTRACTOR. LIGHT- ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. Z 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR ANCHOR Q z BOLTS ARE BY THE FLAGPOLE SUPPLIER. Ju S. PROP05ED UTILITIES ARE SHORN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST W O • - ECONOMICAL INSTALLATION. Q 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES V TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EX15TINO UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING Lu DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CLQ CIROUITINS, tuN T. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MU5T BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDSPEAK. I 1 1 1 1 1 1 1 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT. l� q. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW Q (n }+� TOP OF ALL YAAL.KS AND CURBS. FINISH GRADING, LANDSCAPING, I I 1 I I I I 1 AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 7 10. LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOIL5 REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. II. ALL DIMENSIONS ARE TO FACE OF CURB UNLE55 OTHERWISE NOTED. 12. ALL ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. IS. ALL CONCRETE CURS5 AND LANDSCAPE AREAS ARE TO HAVE 2" PVC, WEEP HOLES AT 40" O.G. (TYP). A LEGAL DF-50RIPTION - PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 18, T -1-N, R -12-W - AND PART OFIT THE SE 1/4 OF THE SE I C N SECTION AS T -1 - R -13-W, CITY AR LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING _ MORE PARTICULARLY DESCRIBED AS FOLLOWS: 1 - SEE SURVEY PAVING SPECIFICATION (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) p V REMOVE TOPSOIL 6 ALL ORGANIC 8 SOFT MATERIALS FROM THE BUILDING 4 PAVEMENT AREAS. PROOF -ROLL THE 517E Q WITH A MIN. 20,000-L5 PNEUMATIC TIRED DUMP TRUCK, OR SIMILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. w IN LIEU OF UNDERCUTTIN6 AEAK 501L AREAS, IT MAY BE R FEASABLE TO BRID6E OVER WEAK 501L AREAS WITH A THICK W O INITIAL LIFT OF 4" TOP -SIZED CRUSHED STONE OR SIMILAR STONE TRACK -WALKED INTO THE 5UBGRADE. UTILIZE 5TABIL- IZATION 6EOTEXTILE BENEATH THE CRUSHED STONE LAYER. IIJC_ 0. W THE UPPER LAYER OF THE CRUSHED STONE LAYER MAY THEN BE "CHOKED" WITH AHTO CLASS i CRUSHED STONE BASE OR H O 0 OTHER SUITABLE MATERIAL. COMPACT TO qO% OF MAXIMUM V to MC":IFIED PROCTOR uU.TI N U) d W p PAVING AREA: 5.0" HOT ASPHALTIC GONG. .fl Z O UA N c 8.0" CRUSHED STONE BASE. 111 p Z fl NOTE, MCDONALDS ENGINEER RESERVES THE RIGHT TO REMRST A COMPACTION TEST > z Q J X N AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE Ta V d SPECIFICATION, TESTS RILL BE AT THE EXPENSE OF MCOONALDS OTHERWISE, THE 6.C. WILL BE CHARGED. O FL LOT LIGHT RECOMMENDATION fl YS Q ° UU ro z$ m LOT LIGHTS ARE TO BE SECURITY LIGHTING AS BG-IOOOMH-DB-MT FIXTURE � a ON SO' KETAL POLES ON 24" DIA. CONCRETE BAS844 ES (800) -4848 O d F NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. F PARKIN.6 INFORMATION z RCSPACES - SPACES - X - SPACES - X - ® - Q N - SPACES - X - 0 - UW) 0 SPACES 21 SPACES 5 X IS ® boo F Z PR�IDEo 37 SPACES q X 18 ® q00 0 3 HANDICAPPED SPAGE5 II X I8 ® 60° Q UTILITY INFORMATION 51ZE TYPE LOCATION u SANITARY SEVER GRAVITY SW CORNER OFF LOT WATER 8" CITY LINE ON NORTH SIDE OFF LOT STORM SEYeR OPEN DITCH WEST ALON6 PROPERTY Q Q ELECIRIG UNDERGROUND LINE NE SIDE OF PROPERTY SAS 2" GA5 LINE NE SIDE OF PROPERTY SURVEY INFORMATION PREPARED BY: DEDVELOPMENT CONSULTANTS INC. Q 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, AR '72212 Q DATE: 11/14/47 7 d LEGEND ILwLY� z SANITARY SEWER —5-5-5-5— —S—G GAS 6—Z W z z WATiRW — LOT LIGHT LP:30 < N — 5T S�M � ST5TT 5T — EXISTING ELEVATION O ELECTRIC E E EEPROPOSED ELEVATION 1261.6 —-— I ® WATER METER GM GA5 METER STREET ADDRESS f UNIVERSITY AVE 3 CITY STATE STATUS DATE BY LITTLE ROCK AR PRELIM V5/617 BMA COUNTY CHECKED - - PULA5K1 A5 -BUILT - BMA 517E FLAN RE610NAL DN6. NO CORPORATE DWG. NO. N