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HomeMy WebLinkAboutSite Dimension Plan 031924BASELINE ROAD (ARK. HWY 338 PRINCIPAL ARTERIAL MSP 110' R/W) 0-4 DJ �� r J -- OJ "% e RlM•284 59 � W OJ12" DIP LINE ,v4 pJ -- Od D� 5 r INV OUT.277 INV /N27765 B. (W) OJ -- OJ .Q 63 8" (E) _..-_-__.._ W W OJ R2 - -- ; `� }.r ems. 2s -- - ._ ., - W OJ W OJ OJ OJ W OJ OJ-----�-�_ FO -- (, 5 a non,... _,,,.. _ _.. 3n n 'N MH-1 S034 I I R/M:289.49 81.248"(E) F O SITE NOTES Z LO CN ---- _. 1.) 2.) PROJECT SITE AREA 9.68 ACRES (421606 SQUARE FEET) PROJECT PROVIDES 174 PARKING SPACES WITH 6 HANDICAP VAN ACCESSIBLE Z 2 O O r SPACE U 3.) CURRENT ZONING 1-2 a C - 4.) PROPOSED USE: PCD E O 5. BUILDING SETBACKS NOTED ON SITE DIMENSION PLAN. .._. 6.) PROPOSED LOCATIONS OF TRAFFIC CONTROL MARKERS ARE APPROXIMATE. O LO • -- ACTUAL LOCATION AND INSTALLATION MUST MEET MUTCD AND Ll77LE ROCK ROAD N ' •� e DEPT. SPECS. O i. %' 7.) CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS ON SUBGRAD£ & BASE. TEST TO BE CONDUCTED AS PER GEOTECHNICAL ENGINEERS SPECS. FO -_ W - 8.) CONTRACTOR TO INCLUDE IN BID THE COST OF MATERIAL AND INSTALLATION ' OF STREET SIGNS & TRAFFIC CONTROL SIGNS. N Z 3O\O __ - 9.) CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION & TRENCH SAFETY C O REGULATIONS. .� Z 10.) THIS PROJECT IS NOT IN THE 100 YEAR FLOOD HAZARD AREA. REFERENCE FIRM c W _ - - - - - - - MAP 05119CO442G EFFECTIVE 71612015 W CO 1I.) REFER TO LANDSCAPING PLAN FOR REQUIREMENTS/LIGHTING PLAN TO BE VERIFIED ' UGE l - - UGE - UGE _p,�, _ __ ___ MH- iS031 W/OWNER. REVISIONS TO PLAN TO BE SUBMITTED TO CITY. IW O [7 - - UGE R1M:280.56 12.) UNDERGROUND IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS. c d c-E - _ UG --- UGE 13.) PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH AHTD SPECIFICATIONS, c ® - �, i • INV IN.274.88 8" (W) 0 I- N ® n NV OUT.274.80 8" (E) AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS.. W a U) .' CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS ON N i SUBGRADE &BASE TEST TO BE CONDUCTED AS PER GEOTECHNICAL SPECS. _ m 10O I N © ® 16.) ALL SITE LIGHTING IS TO BE LOW LEVEL AND DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE. ' O I N _ N WS NWSo u� g o i 59.6 50.0 0 'CESSIONS - m 50.0 �,,, N 50.0 WS I 04 m BATHROOM r h 24.0 -20.0 I LL- -L LLL ao.3 40. o w 1 D.0 30 0 L L L L- L 20.0 28.0 e. \\\ o�ZAT i.... 20.0 24.0 ENGINEER OPEN PA o UTILITIES: RICHARDSON ENGINEERING, PLLC _ J' S = ;N= ADDRESS: 325 W.SOUTH ST. 3600 SQ. FT N r BENTON, AR. 72015 O izz - f SANITARY : W f SEWERPHONE N0. (501) 315-7225 v'°• ; ' Q g © I LITTLE ROCK WATER PROJECT REPRESENTATIVE: �'O�aJ '•••^•".7 a la / �� CLEARWATER DR. CLAIMATION ERIC R/CHARDSON, P.E. ��Aii /�lillM���`�\ z m 59.6 �. o ,. UES UES m 82.8; O 0 O UES ES -- -- UES 0 O cz �L0 80.7?a GFs 0 0 N�7 SA SM _. GE U E UG - --_ UGE UGE b O O 2 p UGE ICO <. JGIO UGE UGE UGE UGE uv^, 1. 2D.O O f w 50. J 80.0 - x O I w 0 � I W 0 0 I w O w 0 I I -_� 8 70.0 0.0 N. Er`f w RV 0SQ STORAGE o RV STORAGE v 11200 SQ.FT 50.0 0 0 N N o � II O LLL Q� 31.0 - Al 70.1 70.1 3 LITTLE ROCK, AR 72204 501-376-2903 SURVEYOR RASBURRY SURVEYING LLC WATER: 308 W. SOUTH STREET CAW BENTON, AR 72015 221 E. CAPITOL AVE. LITTLE ROCK, AR 72202 (501) 860-6893 501-372-5161 ELECTRIC: DEVELOPERS 9NENTERY CT TERGY RDI-DOOR STORAGE Q Q LITTLE ROCK, AR 72211 904 SCHOFIELD LANE 1-800-368-3749 FARMINGTON, NM 87401 Q NATURAL GAS: U Q SUMMIT OWNER OF RECORD O Q 400 WEST CAPITOL #600 REDI-DOOR STORAGE L-Lj C Q LITTLE ROCK, ARKA SAS 904 SCHOFIELD LANE 888-498-0409 FARMINGTON, MN 87401 � 41 SOURCE OF TITLE. 2023006436 Z IIJ'' U GENERAL NOTES: W O 1.) SURVEYING PROVIDED BY RASBURRY SURVEYING LLC. O Q M 2.) PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS PLAN CV AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS. 3.) ATTENTION IS CALLED TO CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. �J- I� 4.) CONSTRUCTION SITE SHALL ADHERE TO LITTLE ROCK STORMWATER REQUIREMENTS, AND SHALL MEET ALL APPLICABLE ADEQ STANDARDS FOR EROSION CONTROL MEASURES. O 5.) ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, CITY, ETC.) 6.) CONTRACTOR TO ADHERE TO CURRENT OSHA REGULATIONS INCLUDING EXCAVATION & J 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. C) W L.UN GRAPHIC SCALE CO 30 0 30 60 90 Q C) Z � � Z ( IN FEET ) 1 inch = 30 ft. Q O 0 U Q LL �9 Legend a Property Boundary - - - Surveyed lines ---- T _ - Telephone G Gas Line X Wire / Chainlink Fence FO FO FO Fiber Optic - S Sanitary Sewer o - - - W - - Water Line OHE Overhead Powerline ° PROPOSED CONCRETE Water Box �5 Sanitary Sewer Manhole ASPHALT, TYPE B PROPOSED HEAVEY DUTY z N QD Sanitary Sewer Manhole N �T TPROPOSED LIGHT DUTY Telephone Pedistal �n ASPHALT, TYPE A o Guy Wire o I S o Computed Corner Gas Meter o 0 Found Monument (Labeled) " APPROVED ADA 'k Utility Pole SIDEWALK RAMP. o REFER TO NOTES. a U t � N