Loading...
HomeMy WebLinkAboutMap_Topography_Map_230818_v1272274276278280290300310320330340280290300310320330332334336338 326328102103104108109110111PCCPC16"CPCCC18"6""NO PARKING""NO PARKINGANYTIME""NO PARKINGANYTIME""NO PARKINGANYTIME""NO PARKINGANYTIME""NO PARKINGANYTIME""GAS PIPELINEIN VICINITY"AB-03GRASSCONC. SIDEWALK"SPEED 25"GRASSGRASSCONC. SIDEWALKCONC. SIDEWALKGRASSCONC. SIDEWALKGRASSGRASSGRASSDRIVEWAYDRIVEWAYDRIVEWAYGRASSASPHALT4' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEGATE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEJERSEY BARRIERSJERSEY BARRIERSGGGGGGGGGGGGPPPTVTV TV TV TV TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV WWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSS10" PVC36" CMP10" PVC36" CMP18" CPP18" CPP8" CMP8" CMP36" CMPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPP PPPPPPP P PPPPP TVTVTVTVTVTVTVTVTVTVTVTV P TVTVTVPP PPPPPPPPPPP TVTVTVTVTVTVTVTVTVTVTVTV PPPPPTV TVTVTVPPPP2 DUCT BANKS2 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKSATP-03ATP-04AHA-01AHA-026"8"12"6"12(TYP.)3EXISTING POWER EASEMENTEXISTING POWEREASEMENTPOWERLINESAG ELEV: 377.1POWERLINE SAG ELEV: 380.7PROPOSED TEMPORARYCONSTRUCTION EASEMENT.PROPOSED PERMANENTDRAINAGE EASEMENT4(TYP.)43567TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE -1.5:1-2.0:1-3.5:1-1.5:1-2.0:189MONROE AVENUE NEJEFFERSON AVENUE NEOTAK 33201.ASHEET:11241 Willows Road NE, Suite 200Redmond, WA 98052425.822.4446www.otak.com© 2023 OTAK, INC.OF36DRAWING NO.PROJECT NUMBERREVISION COMMENTSNO.BYREVIEWDATEDESIGNERDRAWN BYCHECKED BYCDTTRGPlotted: Jul 14, 2023 - 4:35pm K:\Project\33200\33201A\CADD\ACAD\Dwg\C105.dwg Layout Name: C105NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALEIN FEET4004080EXCAVATION OF LIMITS BY OTHERS.WATTLES PLACED ON EXCAVATION SLOPE PER COR STD PLAN 213.40 BYOTHERS.SILT FENCE PER COR STD PLAN 214.00 INSTALLED BY OTHERS.INTERCEPTOR SWALE PER COR STD PLAN 217.10 INSTALLED BY OTHERS.SEE DETAIL ON SHEET C203 .ROCK SPLASH PAD BY OTHERS.APPROXIMATE STOCKPILE BY OTHERS.PLASTIC COVERING OVER SUITABLE MATERIAL STOCKPILE PER COR STDPLAN 213.30 BY OTHERS.SEDIMENT TRAP AND INFILTRATION POND INSTALLED BY OTHERS PERDETAIL ON SHEET C203. CONTRACTOR SHALL ADJUST AND MAINTAINDURING EARTHWORK. SEDIMENT TRAP AND INFILTRATION POND MUSTBE KEPT TO THE EAST OF THE GRAVITY BLOCK WALL FOOTPRINT.SLOPE STABILIZATION MAT PER COR STD PLAN 213.20 BY OTHERS.CONSTRUCTION NOTES2C1037PRE-CONSTRUCTION SITE CONDITIONSR-412907GENERAL NOTES1.ELEVATIONS SHOWN ON THIS SHEET REPRESENT ANAPPROXIMATION OF SITE CONDITIONS TO BE EXPECTED UPONMOBILIZATION BASED ON AGREEMENT WITH THE PROPERTYOWNER. ACTUAL CONDITIONS MAY VARY.2.FINAL GRADING OUTSIDE OF THE PERMANENT EASEMENT AREATO BE COMPLETED BY OTHERS. CONTRACTOR SHALL LEAVETEMPORARY CONSTRUCTION EASEMENT IN NEAT CONDITIONUPON COMPLETION OF WORK.3.ALL SLOPES ARE TO BE PROTECTED PRIOR TO AND DURINGEXCAVATION AND FILLING OPERATION OF PIT PER CORSURFACE WATER DESIGN MANUAL.4.ALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES SHOWN THIS SHEET WILL BE PLACED BY OTHERSDURING PIT EXCAVATION AND GRADING. CONTRACTOR SHALLMAINTAIN AND ADJUST AS NECESSARY DURING THE FILLING OFTHE EXCAVATED PIT.34567189