HomeMy WebLinkAboutSP-23-049 - Plans - Record - 1879 Williston RoadNEW CONCRETE PAD,SEE DETAILNEW CONCRETE PAD,SEE DETAILNEW SCREENEDDUMPSTER ENCLOSURE,SEE DETAILNEW BIKE RACKS,SEE DETAILNEW CHAIN LINK FENCE,SEE DETAILNEW BUILDING LIGHTS48" RCP CULVERT52" X 78" METAL ARCH CULVERT (APPROXIMATE LOCATION)CITY OF SOUTH BURLINGTONSTORM DRAINAGE EASEMENTPOTASH BROOKCITY OF SOUTH BURLINGTONDRAINAGE AND SEWER EASEMENTGREEN MOUNTAINPOWER CORPORATIONUTILITY EASEMENTFRONTSETBACKEXISTING SIGNS300300 30030
0300
300300
301301300300297298299300301302303EXISTING SEWERSERVICE, APPROX.EXISTING WATERSERVICE, APPROX.18'18'10'10'10'10'SIDE SETBACKSIDE SETBACKREARSETBACKSNOW STORAGE AREASNOW STORAGE AREASNOW STORAGE AREAEXEXDLHCECRD/JPKCRDJPK11/14/20231" = 20'23-3651PICVT, LLC2176 ANDREA LANEFORT MYERS, FL 339011879 WILLISTON ROADSOUTH BURLINGTONPROPOSED SITE PLAN11/21/2023LABEL EXISTING LIGHT FIXTURESJPK10'GENERAL NOTES:1)EXISTING FEATURES AND APPROXIMATE PROPERTY LINE LOCATIONS DEPICTED ON THISPLAN ARE BASED ON THE FOLLOWING:A.2003 FIELD SURVEY PERFORMED BY DONALD L. HAMLIN CONSULTING ENGINEERS, INC.B.2018 DIGITAL IMAGERY PROVIDED BY THE VERMONT CENTER FOR GEOGRAPHICINFORMATION.2)CONTOURS SHOWN ON THIS PLAN ARE BASED ON THE FOLLOWING:A.DIGITAL ELEVATION MODEL LIDAR DATA PROVIDED BY THE STATE OF VERMONT OPENGEODATA PORTAL.3)ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE INFORMATIONAND ARE APPROXIMATE. THE CONTRACTOR SHALL EXCAVATE WITH CAUTION AT ALLTIMES. ANY UTILITIES DAMAGED OR DISTURBED BY THE CONTRACTOR DURING THEPERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED IN A TIMELY FASHIONAT THE EXPENSE OF THE CONTRACTOR.4)THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION PREVENTION AND SEDIMENTCONTROL MEASURES THROUGHOUT THE DURATION OF THE CONSTRUCTION INACCORDANCE WITH THE "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION ANDSEDIMENT CONTROL", LATEST EDITION, AS PUBLISHED BY THE VERMONT DEPARTMENT OFENVIRONMENTAL CONSERVATION.ALL AREAS OF DISTURBANCE SHALL BE STABILIZED WITHIN 7 CALENDAR DAYS OF INITIALDISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZEDAT THE END OF EACH WORK DAY, UNLESS; WORK IS TO CONTINUE IN THE AREA WITHINTHE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24HOURS; OR THE WORK IS BEING PERFORMED IN A SELF-CONTAINED EXCAVATION WITH ADEPTH OF 2 FEET OR GREATER (i.e. HOUSE FOUNDATION, UTILITY TRENCHES).ALL AREAS OF DISTURBANCE SHALL HAVE PERMANENT STABILIZATION WITHIN 48 HOURSOF REACHING FINAL GRADE.
18'18'10'10'10'10'*0.00*0.00*0.00#0.00#0.00#0.00#0.00#0.00#0.01#0.02#0.04#0.10+0.21+0.33+0.46+0.48+0.37+0.23#0.12#0.05*0.01*0.02*0.04#0.07#0.08#0.07#0.05#0.03#0.01#0.02#0.05#0.14+0.43+0.84+1.31+1.38+0.93+0.48#0.16#0.05*0.08*0.12*0.20+0.41+0.71+0.66+0.34#0.12#0.02#0.02#0.04#0.14+0.99+1.56+3.43+3.82+1.73+0.56+0.17#0.05*0.47*0.79*0.79+1.47+4.34+4.14+1.07#0.00#0.00#0.00#0.00#0.00+3.45+1.16+3.30+3.97+1.63+0.41#0.11#0.03*1.97*5.22*3.30+1.03+9.22+8.58+0.85+5.48#0.00#0.00#0.00*1.94*13.1*4.75#0.00#0.00#0.00#0.00#0.00#0.00#0.00#0.00#0.00+0.52*1.46*8.79+0.98*0.19*0.94*9.03*9.06*1.01#0.00#0.00#0.00*4.02+3.35+4.45+3.98+1.12+0.34+1.20+4.01+4.00*1.14#0.00#0.00#0.00*15.1*4.22+1.20+0.68+0.36+0.24+0.37+0.65+0.72+0.66+1.24+3.39+4.42+2.01+0.59+0.19#0.05*2.98*2.04+0.44#0.10#0.07#0.07#0.07#0.10+0.18+0.42+1.09+2.32+2.67+1.57+0.63+0.23#0.07*0.00*0.00*0.00*0.28*0.34+0.17#0.02#0.00#0.01#0.02#0.04#0.10+0.30+0.55+0.86+0.95+0.71+0.41+0.19#0.07*0.00*0.00*0.00*0.02*0.06#0.04#0.01#0.00#0.00#0.01#0.03#0.07#0.14+0.21+0.29+0.31+0.26+0.17#0.11#0.05EXEXDLHCECRD/JPKCRD/JPKJPK11/21/20231" = 20'23-3653PICVT, LLC2176 ANDREA LANEFORT MYERS, FL 339011879 WILLISTON ROADSOUTH BURLINGTONLIGHTING PLANWALLPACK LIGHTRAB LIGHTING,LPACK WPLED26FIXTURE TYPEQUANTITYLIGHTING SCHEDULESYMBOL6HEIGHT OF FIXTUREHEIGHT INDICATEDBY NUMBER NEXTTO SYMBOL (IN FEET)10'LIGHTING STATISTICSFOR FOOTCANDLE VALUES PRESENTED IN REDMAXIMUM = 9.22 fcMINIMUM = 0.17 fcAVERAGE = 1.53 fcUNIFORMITY RATIO = 9.0 : 1
RAB WPLED26NINSTALL PERMANUFACTURER MOUNTINGHEIGHTVARIESSEE SITEPLANFINISH GRADEBUILDING FACEBUILDING MOUNTED LIGHT DETAILNTS35"16.5"TYPICAL POST & RINGBIKE RACK DETAILNTSNOTES:1.INSTALL PER MANUFACTURER'SINSTRUCTIONS, INCLUDING REQUIREDCLEARANCES.2.BIKE RACK SHALL HAVE A BLACK POWDERCOATED FINISH.1-1/2" O.D.11 GAUGE TUBE2" SCH. 40 PIPE(2.375" O.D.)30"MIN.24"MIN.24"MIN.30"MIN.30"MIN.5' O.C. (TYP.)TYPICAL DUMPSTER SCREENING CHAINLINK FENCE DETAILNTSNO. 7 GALVANIZEDTENSION WIREGALVANIZED CHAINLINK FABRIC WOVENIN 2'' MESH WITHBLACK PRIVACYSLATSWIRE TIES(TYP.)TENSION WIREBRACETENSION RODGALVANIZEDCORNER POSTCONCRETE FOOTING ASREQUIRED (TYP.)GALVANIZEDLINE POST6'2''TYPICAL DUMPSTER PAD DETAILNTS#6 REBAR, 12" O.C.,EACH WAY4,000 PSI CONCRETE8"VARIES, SEE PLAN12" GRAVEL SUBBASE COMPACTED IN6" LIFTS TO A DENSITY OF 95% OF THEMAXIMUM DRY DENSITY USING THE STANDARDPROCTOR TEST, ACCORDING TO ASTM D698TYPICAL BIKE CONCRETE PAD DETAILNTS4,000 PSI CONCRETE5"VARIES, SEE PLAN8" GRAVEL SUBBASE COMPACTED TO ADENSITY OF 95% OF THE MAXIMUMDRY DENSITY USING THE STANDARDPROCTOR TEST, ACCORDING TO ASTM D698KNUCKLEDTOP SELVAGES5' O.C. (TYP.)TYPICAL CHAINLINK FENCE DETAILNTSNO. 7 GALVANIZEDTENSION WIREGALVANIZED CHAINLINK FABRIC WOVENIN 2'' MESHWIRE TIES(TYP.)TENSION WIREBRACETENSION RODGALVANIZEDCORNER POSTCONCRETE FOOTING ASREQUIRED (TYP.)GALVANIZEDLINE POST6'2''KNUCKLEDTOP SELVAGESCRD/JPKCRDJPK11/14/2023NTS23-3652PICVT, LLC2176 ANDREA LANEFORT MYERS, FL 339011879 WILLISTON ROADSOUTH BURLINGTONDETAILS11/21/2023REMOVE RAB WPLED26N CUT SHEETJPK