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Home My WebLink AboutZ-6911-A Site Plan 031924• • I • I • I • WA NWA 11 (DEDICATION01111 DUMPSTFR_ Milk P' 0" CONCRETE PAVEMENT SECTION COMBINATION C JRB & GUTTER 3INCHES SURFACE COURSE LIGNTDUTYSECTION 8INCHES CRUSHED STONEBASE COURSE(98% MP)(AHTO CLASS 7) TYPEA" ASPHALT 'Y"'' SUBGRADE COMPACTED TO98%STANDARDDENSITY (SUBGRADE MATERIAL AND THICKNESS SUBJECT TO , GEOTECHNICAL ENGINEER'S RECOMMENDATIONS) - CLASS 7 MATERIAL INCHES HMAC SURFACE COURSE MIN. 3" COMP DEPTH REINFORCED CONCRETE PAVEMENT 4000 PSI AmIll AM Al Aar LAMI Ill Ml z FLOOD LIMIT ZONE AE -QUIRED VOLUME: 49,433 C VOLUME. 87,565 C.F. MAX. STORAGE. 47, 993 C. F MAX. WATER EL,EV.• 2�5� /DETENTION OVEERRFLOW7 REFER TO SHEET 9 L L L L L L / 3WIDE CONCRETE LTRICLE CHANNEL LLL— DETAIL REFER TO GRADING PLAN OG:;>.Opp•; >,pggpppppGpgqpO• 2INCHES BINDER COURSE SUBGRADE COMPACTED HEAVYDUTYSECTION :,-;.,.;'�: ,;;::;.10 INCHES CRUSHED STONE BASE COURSE(98% UP)(AHTD CLASS 7) TO 98%STANDARD TYPEC°ASPHALT r';:'_• SUBGRADECOMPAC7EDT098%STANDARDDENS/7Y PROCTOR DENSITY, ISUBGR4DEMATERIAL AND THICKNESS SUBJECT GEOTECHNICAL ENGINEER'SRECOMMENDATLONS)O TYPICAL CURB & GUTTER DETAIL 'PAVEMENTSECT/ONSUBJECTTO GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 3500 PSI CONCRETE REFER TO PLAN 6" TYP. REFER TO GRADING 3500 PSI CONCRETE THICKEN SLAB ADJACENT TO ASPHALT DRIVING SURFACE 6" CRUSHED STONE SUBGRDD f ,� y` ' BASE COURSE (95X MP) TO COMPACTED A TSP (AH7D CLASS 7) DUMPSTER CONCRETE SECTION NTS * PAVEMENT SECTION & REINFORCEMENT AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 5" THICK OF 4000 PSI REINFORCED CONCRETE 4, o t1 p t1 p 0 p SLOPE AWAY n?OM BUILDING I I o o SLOPE AWAY FROM BUILDING_ .'..: .y ,.: <}," ° . y _ • CONC. PAVING 6' THICK CLASS 7 SB-2 CRUSHED °° o ° �° ° o �° `° o / ) cP° OcP• aO° J— PAVING STONE COMPACTED 70 959' MOD/PIED W a 9 09�� aQ PROCTOR DENSITY. 1 L COMPACTED SUBGRADE CSP THICKEN SLAB ADJACENT TO COMPACT TO 98X COMPACT T _ ' M SP OTHER PAVEMENT SEC7/ON COMPACTED TO 98q 12" ,SIDEWALK FOOTING TO BE PLACED ADJACENT TO ASPHALTICONC. DRIVING SURFACE IN LIEU OF CONCRETE CURB/GUTTER CONC. SIDEWALK - TYPE 'A' NTS N.T.S. REFER TO PLAN GENERAL NOTES: 1.) SURVEYING PROVIDED BY RASBURRY SURVEYING LLC. 2.) PAVEMENT SHALL BE CONSTRUCTED /N ACCORDANCE WITH THIS PLAN AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS. J.) ATTENTION IS CALLED TO CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. 4.) CONSTRUCTION SITE SHALL ADHERE TO LITTLE ROCK STORMWATER REQUIREMENTS, AND SHALL MEET ALL APPLICABLE ADEQ STANDARDS FOR EROSION CONTROL MEASURES. 5.) ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, CITY, ETC.) 6.) CONTRACTOR TO ADHERE TO CURRENT OSHA REGULATIONS INCLUDING EXCAVATION & TRENCH SAFETY. 7) THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE STRUCTURES, PIPES, POWER GAS, PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. SITE NOTES 1.) PROJECT SITE AREA 9.68 ACRES (421606 SQUARE FEET) 2.) PROJECT PROVIDES 174 PARKING SPACES WITH 6 HANDICAP VAN ACCESSIBLE SPACE 3.) CURRENT ZONING I-2 4.) PROPOSED USE: PCD 5.) BUILDING SETBACKS NOTED ON SITE DIMENSION PLAN. 6.) PROPOSED LOCATIONS OF TRAFFIC CONTROL MARKERS ARE APPROXIMATE. ACTUAL LOCATION AND INSTALLATION MUST MEET MUTCD AND LITTLE ROCK ROAD DEPT.. SPECS. 7.) CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS ON SUBGRADE & BASE. TEST TO BE CONDUCTED AS PER GEOTECHNICAL ENGINEERS SPECS. 8.) CONTRACTOR TO INCLUDE IN BID THE COST OF MATERIAL AND INSTALLATION OF STREET SIGNS & TRAFFIC CONTROL SIGNS. 9.) CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION & TRENCH SAFETY REGULATIONS. 10.) THIS PROJECT IS NOT IN THE 100 YEAR FLOOD HAZARD AREA. REFERENCE FIRM MAP 05119CO442C EFFECTIVE 71612015 11.) REFER TO LANDSCAPING PLAN FOR REQUIREMENTS/LIGHTING PLAN TO BE VERIFIED W/OWNER. REVISIONS TO PLAN TO BE SUBMITTED TO CITY. 12.) UNDERGROUND IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS. 13.) PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH AHTD SPECIFICATIONS, AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS.. CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS ON SUBGRADE & BASE. TEST TO BE CONDUCTED AS PER GEOTECHNICAL SPECS. 16.) ALL SITE LIGHTING IS TO BE LOW LEVEL AND DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE. TANDARD PROCTOR * CONCRETE PAVEMENT AND REINFORCEMENT TO BE VERIFIED PER AC/ 330R-08—SPB AND SUBJECT TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONC. SIDEWALK - TYPE Y LIGHT DUTY NTS CONCRETE PAVEMENT SECTION (OPTIONAL) NTS 20 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 6" THICK OF 4000 PSI REINFORCED CONCRETE �� o 0 0 o d o 0 o ° 0 C' 0 6" THICK CLASS 7 o SB-2 —y CRUSHED &, oo e- °o ° °o ° � °o oo° ooa ate° o0 STONE COMPACTED TO 957 MODIFIED PROCTOR DENSITY. COMPACTED SUBGRADE -- COMPACTED TO 989 STANDARD PROCTOR * CONCRETE PAVEMENT AND REINFORCEMENT TO BE VERIFIED PER AC/ 330R-08-SPB AND SUBJECT TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. HEAVY DUTY CONCRETE PAVEMENT SECTION (OP W PROPERTY DESCR/PT/ON N PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 1 O Z N SOUTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY U DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID -SECTION 3; LO THENCE SOUTH 00 DEGREES 10 MINUTES 53 SECONDS WEST, ALONG THE WEST LINE OF / w ce) SAID SECTION 3, 40:00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF v/l � o BASELIN'E ROAD, THENCE SOUTH 89 DEGREES 37 MINUTES 49 SECONDS EAST, ALONG LO SAID RIGHT OF WAY LINE, 835.11 FEET TO A FOUND 518 INCH REBAR AND THE POINT Q O OF BEGINNING; THENCE SOUTH 89 DEGREES 37 MINUTES 49 SECONDS EAST, CONTINUING W -15 > LO ALONG SAID SOUTH RIGHT OF WAY.L/NE, 880.09 FEET; THENCE SOUTH DO DEGREES 02 MINUTES 57 SECONDS EAST 96702 FEET TO A FOUND 2 INCH PIPE; THENCE SOUTH 89 0 N DEGREES 03 MINUTES 39 SECONDS WEST, 884.02 FEET TO A FOUND 2 /NCH P/PE,' W n THENCE NORTH 00 DEGREES 10 MINUTES 26 SECONDS EAST, 98Z19 FEET TO THE a Q POINT OF BEGINNING. 4) Z T �� O 3: C1 ~ z VFWULI �l IllIIIIIIIIIIIlllINZG W c WENGINEER UTILITIES: RICHARDSON ENGINEERING, PLLC ~ ADDRESS: 325 W.SOUTH ST. O BENTON, AR. 72015 U) SANITARY SEWER: PHONE NO. (501) 315-7225 LITTLE ROCK WATER PROJECT REPRESENTATIVE. • LO RECLAIMAT/ON ERIC RICHARDSON, P.E. me M 11 CLEARWATER DR. LITTLE ROCK, AR 72204 501-376-2903 WATER: CAW 221 E. CAPITOL AVE. LITTLE ROCK, AR 72202 501-372-5161 ELECTRIC: ENTERGY 9 ENTERY CT LITTLE ROCK, AR 72211 1-800-358-3749 NATURAL GAS: SUMMIT 400 WEST CAPITOL J600 LITTLE ROCK, ARKA SAS 888-498-0409 SURVEYOR RASBURRY SURVEYING LLC 308 W. SOUTH STREET BENTON, AR 72015 (501) 860-6893 DEVELOPERS RDI-DOOR STORAGE 904 SCHOFIELD LANE FARMINGTON, NM 87401 OWNER OF RECORD REDI-DOOR STORAGE 904 SCHOFIELD LANE FARMINGTON, MN 87401 SOURCE OF TITLE. • 2023008436 VICINITY MAP Im (I 4' PROJECT LOCATION 1 ", A *4I all - F� s 6 sr wCz I L ud .3W Legend p¢• 9 of N iZ J =0: U � O 0 � cc Q �W�zv m J U J J Property Boundary -- — — -- Surveyed lines T Telephone G Gas Line o X Wire / Chainlink Fence FO FO FO Fiber Optic S Sanitary Sewer W Water Line OHE Overhead Powerline 0 PROPOSED CONCRETE Water Box z SQ Sanitary Sewer Manhole PROPOSED HEAVEY DUTY ASPHALT, TYPE B (D) Sanitary Sewer Manhole �T Telephone Pedistal PROPOSED LIGHT DUTY ASPHALT, TYPE A -O Guy Wire 0 Computed Corner __ Gas Meter Found Monument (Labeled) APPROVED ADA Utility Pole SIDEWALK RAMP. REFER TO NOTES. W CF rWv^ "ll 6 Z Q J Q) Z O LL C) O a v- No Ln ICJ O O d- N O � U W 0 t a E VI � r