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HomeMy WebLinkAboutZ-7270 Map 40 wi �t ry I� i I � z 12 !I I !t CCQ 9-4 b I I I DENSELY { 1 I WOODED t + I r I I I I I I I I I FOUND1 IRON PINN1/2" REBAR lQ, �- I I LOT I tI JOEL GALLOWAY -. 1 pI I I t \-SITE P1F1 Vicinity Map Not to Scale EXISTING 34' ARKANSAS POWER AND LIGHT COMPANY EASEMENT .m KIM LOT 6�\�. 2 Is2': 2" BOLLARD 02" BOLLARD 13OLLARD G m /j tiN�h /10'D\ EASEMEE �g tib/ rr 0 x [ DGNt STU CONTRACTOR SHALL OBTAIN A BARRICADE PERMIT FROM TRAFFIC ENGINEERING PRIOR TO DOING ANY WORK IN THE RIGHT-OF-WAY. CONTACT DERRICK BERGFIELD (501-319-ISI1) NOTE: 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. (69019.18 SQ FT.) CONTRACTOR SHALL CONTACT MELVIN HALL (501-311-4856) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORD 2^ / w 518 tet/ 1 4� /p Mry C / /q F / to 3ENCHMARK %% 24 / T FOUND SPIND Il / �OS O'VC� © i4 .-_moi■■■fir% � � ®�I��� � � LOT 2---- \ A , SHARON FOSTER �0 , �- �ANE AQ 1 i FOUND IRON SLOT 1/2" RNAR FAINLY TRSUT / ry ,M h 7 10' SIDEWALK AND UTILITY EASEMENT REPAIR / REPL�E\ DAMAGED AND MI25- INC CURB ALONG CAN \ DEDICATION TRELL AS REQUIRED BY is \ CITY FIELD VERIFICATION 8.S ►, v �W A?, L 0 T Apt) 0 20' 30' 4C' SCALE IN FEET PROPOSED GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL LANDSCAPE AND CONCRETE ISLANDS SHALL RECEIVE TYPE "A" CURB AND GUTTER PER DETAIL IA, UNLESS OTHERWISE NOTED. C. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED. D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL IA. (SEE PAVING PLAN, SHEET C-5) ALL CURBING ADJACENT TO CONCRETE PAVING SHALL S?: INSTALLED PER DETAIL IB. (SEE PAVING PLAN, SHEET C-5) PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THF PAVING PLAN. (SEE SHEET C-5) ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER ADA STANDARDS. E] SITE DETAILS r°1 \LV 3C WHEELCHAIR RAMP IN 51DEWALK (TYPICAL EACH 1 DRIVEWAY CURB RETURN) �- 30 CONCRETE SIDEWALK 40G�OC; GENERAL NOTES: I. 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 EC0I0MICAL 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 6" BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE ADDED TO THE LEVEL OF THE WALKS OR CURBS. SITE FLAN KEYNOTES BOUNDARY LINE NOTE CONCRETE CURB AND GUTTER TRAFFIC FLOW ARROW (TYPICAL), REF: SD423 SEE PAVING PLAN (SHEET C-4) 4" PAINTED STRIPES (TYPICAL), REF: SPECIFICATIONS, SECTION 02500, SHEET SPI BUILDING CONTROL POINT CURB RAMP (TYPICAL), REF: SD4.05 LIMITS OF SIDEWALKS 4 CONCRETE APRONS TRASH ENCLOSURE, REF: SD3D1 (PER ARCH. PLANS) ® SITE PLAN NOTE ® CUSTOMER PARKING STALL Q EMPLOYEE PARKING STALL O SIGN (SEE SCHEDULE) GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL LANDSCAPE AND CONCRETE ISLANDS SHALL RECEIVE TYPE "A" CURB AND GUTTER PER DETAIL IA, UNLESS OTHERWISE NOTED. C. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED. D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL IA. (SEE PAVING PLAN, SHEET C-5) ALL CURBING ADJACENT TO CONCRETE PAVING SHALL S?: INSTALLED PER DETAIL IB. (SEE PAVING PLAN, SHEET C-5) PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THF PAVING PLAN. (SEE SHEET C-5) ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER ADA STANDARDS. E] SITE DETAILS r°1 \LV 3C WHEELCHAIR RAMP IN 51DEWALK (TYPICAL EACH 1 DRIVEWAY CURB RETURN) �- 30 CONCRETE SIDEWALK 40G�OC; GENERAL NOTES: I. 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 EC0I0MICAL 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 6" 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 Q TRAFFIC FLOW ARROW (TYPICAL), REF: SD423 O 4" PAINTED STRIPES (TYPICAL), REF: SPECIFICATIONS, SECTION 02500, SHEET SPI O3 CURB RAMP (TYPICAL), REF: SD4.05 ® TRASH ENCLOSURE, REF: SD3D1 Q RAILING, REF: 502.10 © BOLLARD, REF: 50220 Q GREASE TRAP PER LR. WASTE WATER UTILITY DETAIL ® 4" SANITARY SEWER LINE O9 2" UNDERGROUND GAS LINE ® I-1/4" UNDERCsROUND WATER LINE - 11 UNDERGROUND ELECTRIC LINE 12 2" UNDERGROUND TELEPHONE LINE 13 4" PVC PIPE SLEEVE UNDER DRIVE FOR IRRIGATION SYSTEM 14 ORDER BOARD AND DETECTOR LOOP, REF: 902.01 AND 60221 15 MENU / CANOPY POST (TYPICAL), REF: CA123 i6 NOT USED Il CONCRETE PAVING ISEE PAVING PLAN, SHEET C-5) 18 1" THICK, CONCRETE PAYING (SEE SHEET C-5) 19 NOT USED "PICK UP ORDER HERE" SIGNAGE, REF: SD2.11 2I RED PYLON TUBE, REF: CAID1 ® POLE MOUNTED FLOOD LIGHTS. REF: 60323 AND FIXTURE SCI -ED. ON SHEET E2 ® ASPHALT PAVING (SEE PAVING PLAN, SHEET 0-5) ® CONC. CURB 4 GUTTER (SEE PAVING PLAN, SHEET C-5) ®5 CONC. WALKS AND PATIO REF: CIVIL DRAWINGS ® TABLES SHALL BE MODEL ST38NSQ (2 SEAT) OR ST46NSQ (45EAT) BY METAL FABRICATORS, INC - TABLES SHALL BE SECURELY FASTENED TO CONCRETE WITH ANCHOR BOLTS PER MANUFACTURERES SPECS. ® NOT USED ® NOT USED Q SITE NOTES SIC-cN 12D 4" WIDE PAINTED YELLOW STRIPES, 200-C 6 45 - QTY, REFERENCE SIGN TYPE (SEE SIZE INDICATED AT SYMBOL) I $D211 12F PEDESTRIAN CROSSING -4" WIDE PAINTED YELLOW STRIPES 1 502.04 ENTER SIGN 2.0' O.C. a 45' (SEE SIZE: INDICATED AT SYMBOL) 1 S0204 ISD MATCH EXISTING PAVEMENT ELEVATIONS 1 A2D1 21A TAPER CURB TO MATCH EXISTING CURB 51B LIMITS OF SAWCUT AND PAVEMENT REMOVAL. ICA Rl-6 RESERVED ACCESSIBLE PARKING SIGN AS LISTED EXISTING RETAINING WALL IS NOT ALTERED. EXISTING IN THE FEDERAL MANUAL ON UNIFORM TRAFFIC: CONTROL 10C CONTRACTOR SHALL RELOCATE BENCHMARKS PRIOR DEVICES, MOUNTED AT LEAST 60" ABOVE GRADE TO BOTTOM OF SIGN. SIC-cN SGS--IEDULE ITEM QTY, REFERENCE SIGN TYPE A I $D211 PYLON SIGN 8 1 502.04 ENTER SIGN G 1 S0204 EXIT SIGN D 1 A2D1 SIGN ON BLDG. SHALL BE LOCATED 50 THAT STRUCTURAL INTEGRITY OF BOTTOM OF SIGN. 10B CONTRACTOR SHALL COORDINATE WITH SONIC CON- STRUCTION MANAGER AS TO EXACT LOCATION OF SAW- NG CUT WITH REGARD TO EXSITING RETAINIWALL. SAWCUT G G'Y LEGEND SHALL BE LOCATED 50 THAT STRUCTURAL INTEGRITY OF EXISTING RETAINING WALL IS NOT ALTERED. EXISTING 10C CONTRACTOR SHALL RELOCATE BENCHMARKS PRIOR TO REMOVAL OF EXISTING BENCHMARKS WATER METER JG6h GAS METER 10D SOLID WOOD OR MASONRY WALL AT LEAST VIN HEIGHT AND 20' IN LENGTH, CENTERED ON SPEAKER BOX WALL SHALL r, WATER VALVE LIGHT POLE HAVE A TEXTURED FINISH. CONTRACTOR SHALL COOR- DINATE WITH SONIC CONSTRUCTION MANAGER FOR EXACT SANITARY SEWER MANHOLE G SIGN WALL MATERIAL SPECIFICATIONS AND WALL TYPE. POWER POLE &GUY WIRE *FIP FOUND IRON PIN — POWER UNE *sip SET IRON PIN SANITARY SEWER LINE .12:8.29 SPOT ELEVATION WATER UNE ----CONTOUR LABEL 200 '-- GAS LINE ® ELECTRIC POST - TELEPHONE LINE 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 BENCHMARK #2 r SPINDLE SPINDLE N 10000.0000 N 10151.4400 E 10000.0000 E 10000.0000 ���e 76�gPRC ELEV. 275.00 ELEV. 273.50 _ -