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HomeMy WebLinkAboutZ-4043-C Map 2COM OF AVMy,LT POLEFIC SANITARY SEWED MANHOLT02423353 N seSo'sT°' 11JJ ELEV Sb.p4 ELEV lF AS 36' T❑ WEST Section Corner9 T -1-N R-12-\4 -SHOPPING CENTER 200'-2 NOTE: 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 } < 5111M QTY DESCRIPTION m I. MGDONALD'5 ROAD 516N AND 5A5E ARE BY THE SIGN CONTRACTOR. A I ROAD SIGN, 7r=CTO , LO HIGH CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR, B PRIMARY DETECTOR LOOP VTL DTL ON SHT E4 DTA 2 CC CS) 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER G I HANDICAPPED PARKING SIGN W/ v,��,� I� SIGNS ARE BY THE GENERAL OONTKACTER, D 2 HANDICAPPED PARKING SIGN E I FLAG POLE (REF DTL 4, 5HT C4) (OPTIONAL) S. 5/4 EMPTY CONDUIT TO LOC.ATION5 SOHN AT THE LOT PERI- METER FOR LOT L16HTIN6 15 BY THE GENERAL CONTRACTOR. LIGHT - F 2 DIRECTIONAL 516N, 010-5a (REF DTL 3, SHT C4) ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE 6 1 5 X -I MENU BOARD fly DTI ON `µIT E4 I OWNER OPERATOR. PTL 9 ENT CS) HI VEHICLE HEIGHT WARNING SIGN (OPTIONAL)4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR CHOR ANQ z FASCIA 516N BOLTS ARE UP E BY THE FLAGPOLE 5PLIER. L z J 2 WALL MTD. ILLUMINATED ARCH LOGO 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. yUj M I CUTOMER ORDER DISPLAY 6. THE CONTRACTOR SHALL GOORDINATE WITH ALL UTILITY COMPANIES N I OIL PARTNER PRICE/ROAD 516N �, {-'�.�',;-{ TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXI5TING UTILITY. REFER To THE BUILDIN6 ELECTRICAL AND PLLN®INb O 5 FUEL CANOPY 5I6NAGE DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND PROPERTY INFORMATION rIRCUJ TINS. Q SOFT. DESCRIPTION T. ALL ELEVATIONS 5HOYM ARE IN REFERENCE TO THE BENCHMARK 100 gO,008 TOTAL PROPERTY AND 4U5T BE VERIFIED BY THE GENERAL CONTRACTOR AT 1 I 1 1 1 1 I 1 100 90,008 DEVELOPED PROPERTY bROLP'IDBREAK, 0 0 UNDEVELOPED PROPERTY 6. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT. Ib 14,1012 GONG. CURBS, PADS, SIDEWALKS, ETC. Q w Iq 17,213 LANDSCAPED PROPERTY 9. ALL LAN05CAPE AREAS SHALL BE ROUGH GRADED To 61 BELOW Q ch TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING. Ob 5,245 BUILDING AND SPRINKLER SY5 EM5 ARE BY THE OWNER oPE1eATOR. > al 46ASPHALT III�YYYy Q I 1 1 10. LOT L16HITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS OI 60000 GAR WASH BLDG. S.F. REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 03 2,301 CARWA5H GONG. CUR55 4 DRIVE El SITE PLAN NOTES 11. ALL DIMEN5ION5 ARE TO PR AGE OF Ck 6 UIERW UNLESS OTI5E NOTED. 12. ALL ELEVATIONS ARE TO PLOWLINE UNLESS OTHERWISE NOTED. ❑A - TRA5H ENCLOSURE, EXTERIOR TO MATCH BUILDING 15. ALL CONCRETE CORES AND LANDSCAPE AREAS ARE TO HAVE 2" (SEE DETAIL 1, SHEET C4) PVC, PEEP HOLE -5 AT 4B' OG. (TYP). ®-b" THICK 4000 PSI CONCRETE PAD W/ b" x b" / #10 X #10 EWWN (DRIVE THRU PAD) LEGAL DESCRIPTION ©-bxl8 CURB 4 6U77ER(7YPIGAL) (SEE DETAIL 5, SHEET G4) - 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 D❑ -HAND ICAPPED RAMP PER ADA 5PECIFIGATIONSR-13-W, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SEE SURVEY ❑E -4" THICK 3500 PSI CONCRETE WATERPROOF - 51DE WALK5, BROOM FINISH (TYPICAL) PAVING SPECIFICATION \ Ff]-PAINTED STRIPES (TYPICAL) (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNE55) Li w G - T" THICK 4000 P51 CONCRETE PAD W/ 6" x 6° REMOVE TOPSOIL 4 ALL OR&ANIG 4 SOFT MATERIALS FROM / #10 X #10 EWWN (TRASH ENCLOSURE PAD) THE BUILDING t PAVEMENT AREAS. PROOF -ROLL THE 51TE p WITH A MIN. 20,000-L5 PNEUMATIC TIRED DUMP TRUCK, OR — SIMILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. ❑H -GUARD POST (SEE DETAIL 6, SHEET GS) IN LIEU OF UNDERCUTTING WEAK SOIL AREAS, IT MAY BE FEA5A5LE TO BRIDGE OVER WEAK 501L AREAS WITH A THICK I❑ -LIGHT POLE (SEE DETAIL 2, SHEET G4 FOR FOOTING) INNIITTIIAL LIFT OF 4" TOP -SIZED CRUSHED STONE OR SIMILAR STONE TRACK -WALKED INTO THE SUBGRADE. UTILIZE 5TABIL- �- 1000 GALLON GREASE TRAP IZATION 6EOTEXTILE BENEATH THE CRUSHED STONE LAYER. UPPER LAYER OF THE CRUSHED STONE LAYER MAY THENf( ❑K - b° CONCRETE APPROACH (PER CITY AND STATE 8E "CHOKED" WITH AHTD CLASS CRUSHED STONE BASE OR 2 LL Z O -- -- SPECIFICATIONS) _ OTHER SUITABLE MATER!.AL. COMPACT TO gO% OF MAXIMUM ~ O MODIFIED PROCTOR N Q F ❑L -PEDESTRIAN SAFETY HANDRAIL � 0 � n PAVING AREA: 3.0" HOT ASPHALTIC GONG. N F- 8.0" CRUSHED STONE BASE. OdR M❑ -YELLOW PAINTED SAFETY STRIPE WW_m NOTE, MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST > H�LZ< jJJ N ❑N — GA50LINE PUMP 15LAND CANOPY AND/OR A CORE SAMPLE, IF TESTS PROVE CORRECT, PER ABOVE V Q NZ SPECIFICATION, TESTWILL 5 BE AT THE EXP5 EXPENSE OF WDONALDOTHERWISE, 6 ** 1 O❑- GARWASH BUILDING THE b.0 WILL BE CHAKNW. N u ®-LAND50APE AREA LOT LIGHT RECOMMENDATIONlu p ®- CONCRETE FLUME 4 RIP RAP LOT Ll 4T5 ARE TO BE SEGAUTY LIGHTING ASB -c -1000"4 -DB -MT FIX71AE u z O I ON 50' METAL POLES ON 24' DIA. CONCRETE SAWS (600) 544-4G46 y O Q F j ®— NEW PIPE 4 HEADWALLS NOTE, ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. 1Q H: ❑5 -UNDERGROUND 6A5 TANKS PARKING INFORMATION K K ❑T -AIR 4 WATER SPACES - SPACES - x - o - OU REQUIRED SPACES - x - ® Z 0 Q ❑U -GAS TANK VENT PIPES 55 - SPACES - X - • - E -SPECIAL ORDER PARKING SIGN ( COLOR PER MGD PM) SPACED 21 SPACES 9 x 18 0° PROVIDEDPROVIDEDs 6 97 SPACES cl x 18 • 6° ~ z [E -CONCRETE 51DEWALK5 PER MAST0 ER STREET PLAN SPEC. 5c( 3 HANDICAPPED SPACES x 18 • bO° Q UTILITY INFORMATION SIZE TYPE LOCATION X u SANITARY SEWER GRAVITY SN CORNER OFF LAT PARKING CALCULATION: HATER S" CITY LINE ON NORTH SIDE OFF LOT 1 STALL REQ'D/100 S.F. OF BUILDING STORM SEWER OPEN DITCH WE5T ALONG PROPERTY Q BUILDING = 5,248 S.F. ELECTRIC UNDERGROUND LINE NE SIDE OF PROPERTY Q 5,248/100 = 52.48 = 53 PARKING STALLS GAS 2` 6A5 LINE NE 51DE OF PROPERTY 59 PARKING STALLS PROVIDED > 53 = OK SURVEY INFORMATION PREPARED BY: pmVELOPNENrQ CONSUL.TANP3 INC. 2200 NO. RODN EY PARHAM Im. SUITE 220 N N LITTLE ROCK, AR 12212 „J DATE: 11/14/9-T > N Q LEGEND z SANITARY SEWER GPS Q Q N — 5 5— S— 5— — 6 6 6— Z Z Z — W ---- L„1 WA N — w — LOT LIGHT LP:50 QSTORM N J to — 57 57 STT R ST — EXI5TIN6 ELEVATION a" 0 ELECTRIC E E E PROPOSED ELEVATION 1281.8 E — ® WATER METER 6M 6A5 METER NORTH i STREET ADDRESS � F � UNIVERSITY AVE CITY STATE STATUS DATE BY LITTLE ROGK AR PRELIM 1/5/917 BMA B COUNTY CHECKED - - PULA5K1 A5-13UILT - BMA �l 517E PLAN RE61ONAL DWG. NO�7 CORPORATE DWG. NO. GI I,, = 30'-0" 05_OIBE5 z7 ` -�15 ��