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HomeMy WebLinkAboutZ-4043-D Map 2ExiE OF AVVIALT TRAFFIC PULE w Q V) Of w j Z D c cl c N SHOPPING CENTER 1'�•Bs4. - Ir SANITARY SEWER �• ELEVOLTipS OP-2 7353 N 88°50'57' ELEV.IF=242' 36' Tu WEST corner 36' S ctlon 18 T -I -N R-IZ-W 0 SIGN SCHEDULE SYM QTY DESCRIPTION A 1 McDONALD'S/ TEXACO LOGO SIGN, 55' HIGH B 1 PRIMARY DETECTOR LOOP (REF DTL ON SHT E DTL 2 SHT Cs C 1 HANDICAPPED PARKING SIGN W/ "VAN ACCESSIBLE" APPENDAGE BELOW D 2 HANDICAPPED PARKING SIGN E 1 FLAG POLE (REF DTL 4, SHT C4) (OPTIONAL) F 2 DIRECTIONAL SIGN, 90-5a (REF DTL 3, SHT C4) G 1 5 X 7 MENU BOARD on 3 L O cs T E4 & H 1 VEHICLE HEIGHT WARNING SIGN (OPTIONAL) 1 1 FASCIA SIGN J 2 WALL MTD. ILLUMINATED ARCH LOGO K 1 VEHICLE HEIGHT DETECTOR POLE L 8 LIGHTED ROOF BEAM M 1 CUTOMER ORDER DISPLAY N 1 LOGO / INFO. SIGN 025' HIGH 0 3 FUEL CANOPY SIGNAGE PROPERTY INFORMATION % SQ.FT. DESCRIPTION 100 90,008 TOTAL PROPERTY 100 90,008 DEVELOPED PROPERTY 0 0 UNDEVELOPED PROPERTY 16 14,792 CONC. CURBS, PADS, SIDEWALKS, ETC. 19 17,213 LANDSCAPED PROPERTY 06 5,248 BUILDING 55 49,854 ASPHALT 01 600 CAR WASH BLDG. S.F. 03 2,301 CARWASH CONC. CURBS & DRIVE ❑ SITE PLAN NOTES ❑A -TRASH ENCLOSURE, EXTERIOR TO MATCH BUILDING (SEE DETAIL 1, SHEET C4) ❑B -6" THICK 4000 PSI CONCRETE PAD W/ 6" x 6" / #10 X #10 EWWN (DRIVE THRU PAD) ©-6x18 CURB & GUTTER(TYPICAL) (SEE DETAIL 5, SHEET C4) F2] -HANDICAPPED RAMP PER ADA SPECIFICATIONS ❑E =4" THICK 3500 PSI CONCRETE WATERPROOF SIDE WALKS, BROOM FINISH (TYPICAL) [f] -PAINTED STRIPES (TYPICAL) ©-7" THICK 4000 PSI CONCRETE PAD W/ 6" x 6" / #10 X #10 EWWN (TRASH ENCLOSURE PAD) ❑H -GUARD POST (SEE DETAIL 6, SHEET C5) [j] -LIGHT POLE (SEE DETAIL 2, SHEET C4 FOR FOOTING) ❑J -1000 GALLON GREASE TRAP -❑K -6" CONCRETE APPROACH (PER CITY AND STATE SPECIFICATIONS) ©-PEDESTRIAN SAFETY HANDRAIL ❑M -YELLOW PAINTED SAFETY STRIPE ❑N -GASOLINE PUMP ISLAND CANOPY ❑0 -CARWASH BUILDING ©-LANDSCAPE AREA ®=CONCRETE FLUME & RIP RAP ®=NEW PIPE & HEADWALLS ❑S =UNDERGROUND GAS TANKS [fl -AIR & WATER [g] -GAS TANK VENT PIPES E] -SPECIAL ORDER PARKING SIGN ( COLOR PER MCD PM) ❑W -CONCRETE SIDEWALKS PER MASTER STREET PLAN SPEC. PARKING CALCULATION: 1 STALL REVD/100 S.F. OF BUILDING BUILDING = 5,248 S.F. 5,248/100 = 52.48 = 53 PARKING STALLS 66 PARKING STALLS PROVIDED > 53 = OK NORTH SITE PLAN C1 1" = 30'-0" GENERAL NOTES 1. MCDONALD'S 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. 3. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR, ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. S. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT UGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 11. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 12. ALL ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. 13. ALL CONCRETE CURBS AND LANDSCAPE AREAS ARE TO HAVE 2" PVC WEEP HOLES AT 48" O.C. (TYP). LEGAL DESCRIPTION - 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 - R -13-W, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING - MORE PARTICULARLY DESCRIBED AS FOLLOWS: SEE SURVEY UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEWER GRAVITY SW CORNER OFF LOT WATER 8" CITY LINE ON NORTH SIDE OFF LOT STORK SEWER OPEN DITCH WEST ALONG PROPERTY ELECTRIC UNDERGROUND LINE NE SIDE OF PROPERTY GAS 2" GAS LINE NE SIDE OF PROPERTY SURVEY INFORMATION PREPARED BY: DEDVELOPMENT CONSULTANTS INC. 2200 NO. RODNEY PARHAM RD. SUITE 220 UTTLE ROCK. AR 72212 DATE: 11/14/97 LEGEND PAVING SPECIFICATION N (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) — S REMOVE TOPSOIL & ALL ORGANIC & SOFT MATERIALS FROM S— THE BUILDING & PAVEMENT AREAS. PROOF -ROLL THE SITE w WITH A MIN. 20,000 -LB PNEUMATIC TIRED DUMP TRUCK, OR a SIMILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. — W IN LIEU OF UNDERCUTTING WEAK SOIL AREAS, IT MAY BE W — FEASABLE TO BRIDGE OVER WEAK SOIL AREAS WITH A THICK —ST—ST—ST—ST— INITIAL LIFT OF 4" TOP -SIZED CRUSHED STONE OR SIMILAR STONE TRACK -WALKED INTO THE SUBGRADE. UTILIZE STABIL- — E IZATION GEOTEXTILE BENEATH THE CRUSHED STONE LAYER. F THE UPPER LAYER OF THE CRUSHED STONE LAYER MAY THEN BE"CHOKED" WITH AHTD CLASS 7 CRUSHED STONE BASE OR — E — OTHER SUITABLE MATERIAL. COMPACT TO 90% OF MAXIMUM ® MODIFIED PROCTOR N PAVING AREA: 3.0" HOT ASPHALTIC CONC. J 8.0" CRUSHED STONE BASE. STREET .NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE K SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONAID'S OTHERWISE, O THE G.C. WILL BE CHARGED. LOT LIGHT RECOMMENDATION O LOT LIGHTS ARE TO BE SECURITY LIGHTING ASB-C-1000MH-DB-MT FIXTURE ON 33' METAL POLES ON 24" DIA. CONCRETE BASES (800) 544-4848 DATE NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. PRELIM PARKING INFORMATION 1/5/97 SPACES - SPACES - X - 0 - A RECUIRED SPACES - X - ® - 5 Z = ° J SPACES - X -- SFACES 21 SPACES 9 X 18 ® 600 PROVIDED 37 SPACES 9 X 18 o 90 ° 61 3 HANDICAPPED SPACES 11 X 18 0 600 UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEWER GRAVITY SW CORNER OFF LOT WATER 8" CITY LINE ON NORTH SIDE OFF LOT STORK SEWER OPEN DITCH WEST ALONG PROPERTY ELECTRIC UNDERGROUND LINE NE SIDE OF PROPERTY GAS 2" GAS LINE NE SIDE OF PROPERTY SURVEY INFORMATION PREPARED BY: DEDVELOPMENT CONSULTANTS INC. 2200 NO. RODNEY PARHAM RD. SUITE 220 UTTLE ROCK. AR 72212 DATE: 11/14/97 LEGEND CITY LITTLE ROCK REGIONAL DWG. NO 03-0188 STATE AR COUNTY PULASKI in m l 11111111 111, Z (n O F F Z a w Lu o � U I- 05 w 0_ 0 cn LLJ O� I I I I I I I I Ld 0 LLI ¢ I I I I I I I I I I I 0 Q 0 nN CL0 0 0 U oZ J olz U %1 Y O V w n m Y I O J Q z U w I— ¢ 0 SANITARY SEWER N GAS — S S— S S— — G— G w WATER a d Lo — W — W — W W — LOT LIGHT —ST—ST—ST—ST— STORM SEWER EXISTING ELEVATION — E ELECTRIC E F PROPOSED ELEVATION — E — E — LP: 30 ® WATER METER N GM GAS METER J STREET ADDRESS UNIVERSITY K AVE CITY LITTLE ROCK REGIONAL DWG. NO 03-0188 STATE AR COUNTY PULASKI in m l 11111111 111, Z (n O F F Z a w Lu o � U I- 05 w 0_ 0 cn LLJ O� I I I I I I I I Ld 0 LLI ¢ I I I I I I I I I I I 0 Q 0 nN CL0 0 0 U oZ J olz U %1 Y O V w n m Y I O J Q z U w I— ¢ 0 CORPORATE DWG. NO. So[ p U ULI p 0 o_ Li 0O Ld o p H 00 o05 Qmm Zoa OZZ Q J V_ _ U w p It CL (n ZW Z Z O f- a�o V) ¢ O z0 o I -- ¢o d U 0 Vo W J ~0 p V 0 V) U K o a J N � O w a d Lo s o o a � o ¢ - G — F z LP: 30 J N O N J o_ Wz CORPORATE DWG. NO. So[ p U ULI p 0 o_ Li 0O Ld o p H 00 o05 Qmm Zoa OZZ Q J V_ _ U w p It CL (n ZW Z Z O f- a�o V) ¢ O z0 o I -- ¢o d U 0 Vo W J ~0 p V 0 V) U K o a � d Lo s o o a � o F w O N J Wz K U O K U O STATUS DATE BY PRELIM 1/5/97 BMA CHECKED - - AS -BUILT - BMA