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HomeMy WebLinkAboutZ-7270 Map 5NOTE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE, BUILDING UTILITY ENTRANCE LOCATIONS, AND PRECISE BUILDING DIMENSIONS. NOTE: ONSITE AREA PROPOSED APPROXIMATELY 1598 ACRES, 169,619.18 SGL FT.) A�& N 0 20' 30' 40' SCALE IN FEET GENERAL DEMOLITION NOTES A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "SONIC STANDARD SITE WORK SPECIFICATIONS". B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAYING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS, G CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT, THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Q DEMOLITION NOTES ISA EXISTING TO BE REMOVED I86 EXISTING TO BE RELOCATED ISE POINT OF RELOCATION 19A EXISTING TO REMAIN 515 LIMITS OF SAWOUT AND PAVEMENT REMOVAL, 14A CONTRACTOR SHALL COORDINATE WITH SONIC CON- © STRUCTION MANAGER AS TO EXACT LOCATION OF SAW - D CUT WITH REGARD TO EXSITING RETAINING WALL. SAWCUT ® SHALL BE LOCATED SO THAT STRUCTURAL INTEGRITY OF Q9 EXISTING RETAINING WALL 15 NOT ALTERED. GENERAL NOTES: ALL DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 3. 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. 4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER. 5, ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO b" BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE ADDED TO THE LEVEL OF THE WALKS OR CURBS, SITE FLAN KEYNOTES ITEM NOTE Ql TRAFFIC FLOW ARROW (TYPICAL), REF: 60423 O 4" PAINTED STRIPES (TYPICAL), REF: SPECIFICATIONS, SECTION 02500, SHEET SP1 Q CURB RAMP (TYPICAL), REF: SD4.05 ® TRASH ENCLOSURE, REF: 50301 Q RAILING, REF: $02.10 © BOLLARD, REF: SD220 D GREASE TRAP PER L.R. WASTE WATER UTILITY DETAIL ® 4" SANITARY SEWER LINE Q9 2" UNDERGROUND GAS LINE ® 1-1/4" UNDERGROUND WATER LINE I1 UNDERGROUND ELECTRIC LINE 12 2" UND£RCsROUND TELEPHONE LINE I3 4" PVC PIPE SLEEVE UNDER DRIVE FOR IRRIGATION SYSTEM Id ORDER BOARD AND DETECTOR LOOP, REF: 91:)2DI AND SD221 15 MENU / CANOPY POST (TYPICAL), REF: CA123 16 NOT USED 11 CONCRETE PAVING (SEE PAVING PLAN, SHEET C-5) IS 1" THICK, CONCRETE PAVING (SEE SHEET C-5) f9 NOT USED ® "PICK UP ORDER HERE" SIGNAGE, REF: SD211 21 RED PYLON TUBE, REF: CA1.01 POLE MOUNTED FLOOD LIGHTS. REF: 80323 AND FIXTURE SCHED. ON SHEET E2 ® ASPHALT PAVING (SEE PAVING PLAN, SHEET C-5) ® CONC. CURB S GUTTER. (SEE PAVING PLAN, SHEET C-5) ® CONIC. WALKS AND PATIO REF: CIVIL DRAWINGS ® TABLES SHALL BE MODEL "ET3ENSQ (2 SEAT) OR "ET46NSQ (45EAT) BY METAL FABRICATORS, INC. TABLES SHALL BE SECURELY FASTENED TO CONCRETE WITH ANCHOR BOLTS PER MANUFACTURERES SPECS. ® NOT USED NOT USED LEGEND EXISTING " SIGN (5CHEDULE ITEM QTY. REFERENCE SIGN TYPE <3> 1 6D2,11 PYLON SIGN <9> I 6D2.04 ENTER SIGN C I SD2Z4 EXIT SIGN D I A2DI SIGN ON BLDG. LEGEND EXISTING " WATER METER Qi WATER VALVE SANITARY SEWER MANHOLE POWER POLE & GUY WIRE POWER UNE SANITARY SEWER LINE WATER UNE - GAS UNE TELEPHONE LINE (J Gm 0 G OFIP 258.29 FOUND IRON PIN SPOT ELEVATION --- 1 Q V CONTOUR LABEL LEGAL DESCRIPTION LOT 1, COOK - ALWORTH SUBDIVISION, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND BEING SHOWN ON PLAT RECORDED IN PLAT BOOK 22, PAGE 96, AND SHOWN ON REPLAT IN PLAT BOOK 24, PAGE 21, RECORDS OF PULASKI COUNTY, ARKANSAS. FLOOD STATEMENT THIS PROPERTY NOT LOCATED IN THE 100 YEAR FLOOD PLAIN PER FIRM PANEL #0501810007E DATED NOVEMBER 3, 1993 BENCHMARK BENCHMARK #1 SPINDLE N 10000.0000 E 10000.0000 ELEV. 275.00 BENCHMARK SPINDLE N 10151.4400 E 10000.0000 ELEV. 273.50