HomeMy WebLinkAboutZ-7508-C Site Plan APPROVEDS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW45' Bldg. Line (Inst. No. 2016080323)15' Utility Esmt. (Inst. No. 2016080323)25' Bldg. Line15' Utility Esmt. (Inst. No. 2016080323)
15' Access & Utility Esmt. (Inst. No. 2022018159)
10' Utility Esmt. (Inst. No. 2016080323)15' Access & Utility Esmt. (Inst. No. 2016080323)20' Private Detention Esmt.(Inst. No. 2016080323)(Inst. No. 2016080323)G G G G G G G G G GGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
(110' PUBLIC RIGHT-OF-WAY)(60' PUBLIC RIGHT-OF-WAY)asphalt driveconcrete apron
concrete apronconcretedumpsterconcrete15' Access & Utility Esmt. (Inst. No. 2016080323)15' Access & Utility Esmt. (Inst. No. 2022018159)0+001+002+003+003+38ex 20" water mainex 20" water mainex 20" water mainex 12" water mainex 12" water main
ex 24" CPP30.0'30.0'9'X20' TYP.11.0'8.0'6.0'14.7'45.0'17.8'35.0'R10.0R10.0PROPOSED BUILDING42'-10" X 100'-10"PROPOSED GAS CANOPY42'-10" X 100'-10"DUMPSTER20'X20'85.5'LOT 2RCIRCUSTRIX ADDITIONAN ADDITION TO THE CITY OF LITTLE ROCKPULASKI COUNTY, ARKANSASSECTION 22, T-1-N, R-13-WJOE WHITEF& ASSOCIATES,INC.#3871OET
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25 RAHLING CIRCLE, SUITE A-2 LITTLE ROCK, ARKANSAS 72223PHONE: (501) 214-9141CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYINGJOE WHITE & ASSOCIATES, INC.02 - SITE PLANGENERAL SITE UTILITY CONSTRUCTION NOTES:1.FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED SURFACES, ALLOWANCESSHALL BE MADE FOR PAVEMENTS, SLABS, TOPSOIL, SOD, ETC. UNIFORM PLANES ANDSURFACES SHALL BE SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISHCONTOURS SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1%, MINIMUM FINISHSLOPES ON GRASS OR SOD SURFACES SHALL BE 1%, MINIMUM LONGITUDINALCONCRETE CURB & GUTTER SLOPE SHALL BE 0.6%, SPILL-OUT CURB SHALL BE USED ONTHE HIGH SIDE OF PAVEMENT AND AT DISCHARGE POINTS.2.THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BEFERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS SOON AS POSSIBLE. THECONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE ARKANSAS DPC&E. THE SITESHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION, WATERSHALL NOT BE ALLOWED TO POND.3.ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. THE MAXIMUM FILLSLOPE SHALL BE 3:1. ALL FILLS SHALL BE MADE IN 8" LIFTS AND COMPACTED, ATOPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557),AS DETERMINED BY IN-PLACE DENSITY TESTS. BORROW AND FILL MATERIAL SHALL BESELECT CLAY SAND OR SANDY CLAY HAVING A LIQUID LIMIT LESS THAN 40 OR OTHERAPPROVED FILL. FILL SOILS CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIEDSOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL USED INFILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE CONTENT WITH AVIBRATORY SHEEPS FOOT COMPACTOR.4.THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO ANYEXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTORSOPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTORSHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING ANDPROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEYARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE . ALL ROUGH GRADING SHALLBE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER ANDAPPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITYTRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL ASSPECIFIED IN NOTE #3 ABOVE.5.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES ANDORDINANCES GOVERNING WORK OF THIS TYPE.6.THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE WITH ARDOTSPECIFICATIONS.7.ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK, AND ARE NOT TO BESAVED SHALL BE REMOVED AND DISPOSED OF. IMPROVEMENTS IN THE RIGHT-OF-WAYWHICH ARE TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR.8.ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH BELL AND SPIGOTTYPE JOINTS. PIPE, MATERIAL AND INSTALLATION SHALL BE IN CONFORMANCE WITHAPPLICABLE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT (ARDOT)STANDARD CONSTRUCTION9.ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES, INCLUDINGINSTALLATION, SHALL COMPLY WITH THE LATEST CENTRAL ARKANSAS WATER ANDLITTLE ROCK WATER RECLAMATION AUTHORITY SPECIFICATIONS AND DETAILS.CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES UNTIL NEW CONSTRUCTION HASBEEN TESTED AND APPROVED BY THE UTILITY.10.THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF THEEXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORDAMAGING ANY EXISTING IMPROVEMENTS WHICH ARE TO REMAIN. PRIOR TOSUBMITTING HIS BID, THE CONTRACTOR SHALL REVIEW THE PLANS, SPECIFICATIONS &DETAILS. HE SHALL VISIT THE SITE AND INSPECT THE CONDITION OF THE SITE AND THEADJACENT IMPROVEMENTS.11.THE CONTRACTOR SHALL CALL "ONE-CALL" FOR LOCATION OF ALL UTILITIES PRIOR TOCOMMENCEMENT OF ANY EXCAVATION.12.ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION OF FILLSSHALL BE DISPOSED OF OFFSITE.LEGAL DESCRIPTION:LOT 2R, CIRCUSTRIX ADDITION, TO THE CITY OF LITTLE ROCK, PULASKICOUNTY, ARKANSAS.APPROVED BY BOA 05/18/23