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Home My WebLink AboutZ-4043-C Map 3EDGE OF ASPVOLT TRAFFIC pOLE 111 existing curb island 5 72'-0" 112' 93'-6" R.O.W. I 49'-7" +fid SHOPPING CENTER 30'-0" t eU1LE o � 200'-2" 2-1 LF OLnI N I -� 26'-8" 1 -0 G0I 11'-11 84'-8" I + +03 0 21 BOOTH 1511 2C BUILDING M F.F. =1261.6 Cl)j E --- © o QI Y�F7_�� ,I—j�$� � - , 2 ZI F F Irl i j mL_ 0 0 v11 72'-0" 95,_1 ,. VA TARME TE�0.. PL O n7'- 2'-0"45'-8" o , Pli )7 a T I VACUUM+ +W Iy S W AR/WATERi (// r ' //( ❑N % zil l� 1- ------- > ( M Ell I 44' X t0 ' CANOPY S1 N I N I - u o0 0 " 0 37'-0 11-10 O ed'. n dlle.. ROy la. e_ L �N R U N ^jam e. a iiA�/ .A 3 O P ` 0 .6 � � ' e I I CAR II pp WAS 3314A FF.F. = H 57.80 e ll W SRO' F �` N BANK EQUIP. \ I 3 ® 15 BUILDIN SETBACK C — Oy N 81.21'36' W-- _ 310.51. 5 -0" 35'-1" 30'-0" 102'-2" 37'-0" 53'-5" w :O' o� i7 � N 0 z N 2' e�2es, SAN"I LE S 253 so'S7' EL V 242,73 3 N aB 56.04' ELE TO If EAST 36' TO WEST g cco corner T-I-N R-12-\4 C I 00 34'-9" 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. Q SIGN SCHEDULE 5YM QTY DESCRIPTION A I ROAD 516N, 90-200, 55' HIGH B I PRIMARY DETECTOR LOOP (REF DTL ON SHT E4 1 M 2, SHT C5) G I HANDICAPPED PARKING 516N A/ "VAN ACCESSIBLE" APPENDA6E BELOA D 2 HANDICAPPED PARKING SIGN E I FLAG POLE (REF DTL 4, 5HT G4) (OPTIONAL) F 2 DIRECTIONAL SIGN, 90-5a (REF DTL 3, 5HT C4) G 1 5 X -1 MENU BOARD (REF SHT E4 4 DTLH I VEHICLE HEIGHT WARNING SIGN (OPTIONAL) I I FASCIA SIGN 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 516N O 3 FUEL CANOPY SIGNAGE PROPERTY INFORMATION % 50.FT. DESCRIPTION 100 90,008 TOTAL PROPERTY 100 90,008 DEVELOPED PROPERTY O O UNDEVELOPED PROPERTY 16 14,792 GONG. CURBS, PADS, SIDEWALKS, ETC. 19 17,215 LANDSCAPED PROPERTY 06 5,248 BUILDING 55 49,854 ASPHALT 01 600 GAR AASH BLDG. S.F. 03 21301 GARAASH GONG. CURBS 4 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 EAWN (DRIVE THRU PAD) ©-6x18 CURB 4 GUTTER(TYPICAL) (SEE DETAIL 5, SHEET C4) ❑D -HANDICAPPED RAMP PER ADA SPECIFICATIONS ❑E -4" THICK 5500 PSI CONCRETE AATERPROOF SIDE AALK5, BROOM FINISH (TYPICAL) ❑F -PAINTED STRIPES (TYPICAL) ❑G -7" THICK 4000 P51 CONCRETE PAD W/ 6" x 6" / #10 X #10 EWWN (TRASH ENCLOSURE PAD) R -GUARD POST (5EE DETAIL 6, SHEET C5) D] -LIGHT POLE (5EE DETAIL 2, SHEET 04 FOR FOOTING) g- 1000 GALLON 6REA5E TRAP 9-6" CONCRETE APPROACH (PER CITY AND STATE SPECIFICATIONS) "1114111". [Q -PEDESTRIAN SAFETY HANDRAIL M❑ -YELLOW PAINTED SAFETY STRIPE ❑N -GASOLINE PUMP ISLAND CANOPY ❑O-GARWA5H BUILDING ®-LANDSCAPE AREA ®-CONCRETE FLUME 4 RIP RAP ®-NEA PIPE 4 HEADWALLS ❑5 - UNDERGROUND GA5 TANKS ❑T -AIR 4 WATER ❑U -GA5 TANK VENT PIPES E] -SPECIAL ORDER PARKING SIGN ( COLOR PER MGD PM) ❑W -CONCRETE 51DEWALK5 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 5 1 TE FLAN GI I" = 30'-0" GENERAL NOTES PAVING SPECIFICATION (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS)lu m I 1 1 I I I 1 1 I. MCDONALD'S ROAD SIGN AND BASE ARE BY THE 516N CONTRACTOR. REMOVE TOPSOIL #ALL ORGANIC 4 SOFT MATERIALS FROM THE BUILDING 4 PAVEMENT AREAS. PROOF -ROLL THE 51TE � Ck CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. SIMILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. 2. BASES, ANCHOR BOLTS, CONDUIT, AND AIRING FOR ALL OTHER IN LIEU OF UNDERCUTTING WEAK SOIL AREAS, IT MAY BE K SIGNS ARE BY THE GENERAL GONTRACTER. FEASABLE TO BRIDGE OVER WEAK SOIL AREAS WITH A THICKILI INITIAL LIFT OF 4" TOP-51ZED CRUSHED STONE OR SIMILAR 5. 5/4" EMPTY CONDUIT TO LOCATIONS SHORN AT THE LOT PERI- STONE TRACK -WALKED INTO THE SUB&RAOE. UTILIZE STA81L- IZATION METER FOR LOT LI&HTIN& 15 BY THE GENERAL CONTRACTOR. LIGHT- 6EOTEXTILE BENEATH THE CRUSHED STONE LAYER. Q ul ING FIXTURES, BASES, POLES, CONDUIT, AND AIRING ARE BY THE THE UPPER LAYER OF THE CRUSHED STONE LAYER MAY THEN BE "CHOKED" AHTD lu WITH GLA55 7 CRUSHED STONE BASE OR OWNER/OPERATOR. 1= O O OTi-kER SUITABLE `°"A'rrrRl?.! COMPACT TO 00% OF MAX'V_l' MODIFIED PROCTOR V iv1�1 to J ((_ ry 4. BA5E5 FOR FLA6POLE5 ARE BY THE GENERAL CONTRACTOR ANCHOR O Z N Op Q Ql f Z iU Z O s 8.0" CRUSHED STONE BASE. BOLTS ARE BY THE FLAGPOLE SUPPLIER. N O Z [L N NOTE. MCDONALV'S ENGINEER RESERVES THE RI6HT TO REOLEST A COMPACTION TEST Z f J z AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MaVONALDS OTHERWISE, — CIA V 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT U 1� THE S.C. WILL BE CHARGED. LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST V Q 10L LOT LIGRECOMMENDATION rc ECONOMICAL INSTALLATION. Q \ r V u mQ* 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES m V ^y� y Qz z F O TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXI5TIN6 II p O Q j NOTE' PI 5-TRIGAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING U) O Ul DRAAIN65 FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND D_ PARGING INFORMATION K CIRCUITING, luN 5PACE5 - SPACES - X - ® - z REauIRED SPACES - X - ® - to T. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK Q AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT B0 A 21 SPACES Q X 18 ® 60 ° PROVIDE GROUNpBREAK. 1 1 1 1 1 1 1 1 3 HANDICAPPED SPACES 11 X 18 ® 60° D. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH UTILITY INFORMATION PAVEMENT. IL SIZE TYPE LOCATION 4 6 SANITARY SEWER GRAVITY SW CORNER OFF LOT 9. ALL LANDSCAPE AREAS SHALL BE ROUGH &RAVED TO 6" BELOW Q (n WATER 8" CITY LINE ON NORTH SIDE OFF LOT Q TOP OF ALL WALKS AND CURBS. FIN15H GRADING, LAND51-APIN6, 'z I I I 1 I I I I > Q AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 111`YYYy Q I I I I I I I I 10. LOT LI&HITN6 CONCRETE FOOTIN65 TO CONFORM WITH THE SOILS GA5 2" GA5 LINE NE SIDE OF PROPERTY REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. II. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. SURVEY INFORMATION 12. ALL ELEVATION5 ARE TO FLOWLINE UNLESS OTHERAISE NOTED. PS. ALL CONCRETE CURBS AND LANDSCAPE AREAS ARE TO HAVE 2" PVA WEEP HOLES AT 48" O.G. (7YP). 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, CIN OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING - MORE PARTICULARLY DESCRIBED AS FOLLOWS: PREPARED BY: DEDVELOP'ENT WNSULTANTS INC. _ SEE SURVEY 2200 NO. RODNEY PARHAM RD. PAVING SPECIFICATION (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS)lu p O REMOVE TOPSOIL #ALL ORGANIC 4 SOFT MATERIALS FROM THE BUILDING 4 PAVEMENT AREAS. PROOF -ROLL THE 51TE � Ck WITH A MIN. 20,000 -LB PNEUMATIC TIRED DUMP TRUCK, OR SIMILAR EQUIPMENT TO IDENTIFY ANY WEAK SOIL AREAS. IN LIEU OF UNDERCUTTING WEAK SOIL AREAS, IT MAY BE K FEASABLE TO BRIDGE OVER WEAK SOIL AREAS WITH A THICKILI INITIAL LIFT OF 4" TOP-51ZED CRUSHED STONE OR SIMILAR STONE TRACK -WALKED INTO THE SUB&RAOE. UTILIZE STA81L- IZATION O O a 6EOTEXTILE BENEATH THE CRUSHED STONE LAYER. Q ul THE UPPER LAYER OF THE CRUSHED STONE LAYER MAY THEN BE "CHOKED" AHTD lu WITH GLA55 7 CRUSHED STONE BASE OR 1= O O OTi-kER SUITABLE `°"A'rrrRl?.! COMPACT TO 00% OF MAX'V_l' MODIFIED PROCTOR V iv1�1 to J ((_ ry j PAVING AREA: 3.0" HOT ASPHALTIC GONG. N Op Q Ql f Z iU Z O s 8.0" CRUSHED STONE BASE. N O Z [L N NOTE. MCDONALV'S ENGINEER RESERVES THE RI6HT TO REOLEST A COMPACTION TEST Z f J Q AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MaVONALDS OTHERWISE, — CIA V U 1� THE S.C. WILL BE CHARGED. �LLy} � Q 10L LOT LIGRECOMMENDATION rc � z �HT r V u mQ* m LOT LIGHTS ARE TO BE SECURITY LIGHTING A55-G-IOOOMH-DB-MT FIXTURE ^y� y Qz z F O ON 80' METAL POLES ON 24" DIA. CONCRETE BASES (600) 544-4846 II p O Q j NOTE' PI 5-TRIGAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. U) O PARGING INFORMATION K 5PACE5 - SPACES - X - ® - z REauIRED SPACES - X - ® - to Q SPACES - X - ® - ° B0 A 21 SPACES Q X 18 ® 60 ° PROVIDE 37 SPACES 9 X 18 0 90° O 3 HANDICAPPED SPACES 11 X 18 ® 60° UTILITY INFORMATION IL SIZE TYPE LOCATION L SANITARY SEWER GRAVITY SW CORNER OFF LOT WATER 8" CITY LINE ON NORTH SIDE OFF LOT Q STORM SEWER OPEN DITCH AE5T ALONG PROPERTY Q ELECTRIC UNDERGROUND LINE NE SIDE OF PROPERTY GA5 2" GA5 LINE NE SIDE OF PROPERTY SURVEY INFORMATION Q PREPARED BY: DEDVELOP'ENT WNSULTANTS INC. 2200 NO. RODNEY PARHAM RD. SUITE 220 In ` LITTLE ROCK, AR 12212 J Q UA DATE: 11/14/97 i N Q LEGEND < Z kD SANITARY SEWER GA5 Q ks) — 5 5 5 5— — 6 G 6—Z z Z — W — W WATERW W — LOT LIGHT LP:30 < N — 5T _SSORM SEWER 5T — EXI5TIN6 ELEVATION Q O ELECTRIC — E = E E — E — PROPOSED ELEVATION 1261.6 ® "tER METER 6M GA5 METER I O Q O STREET ADDRESS �^ UN I VER51 TY AVE z 0 3 8 CITY STATE STATUS DATE BY L 1 TILE ROCK AR PRELIM 1/5/91T BMA COUNTY CHECKED - - PUL,ASGI A5-BUIL7 - BMA REGIONAL DWG, NO CORPORATE DWG. NO.