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HomeMy WebLinkAboutP_Utilities_Drainage_Control_and_Grading_Plan_230818_v1111PAB-037' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEJERSEY BARRIERSPPPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1200LA PIANTA LIMITED PARTNERSHIPAFN 20021028002594WDWDWDWDWDJEFFERSON AVENUE NE3303243263283323323203303163183223243263283303223243263288+009+0010+0011+0012+0013+00INFILTRATION CHAMBERMANIFOLD VAULT, SEE SHEET C412FOR DETAILS324" SDTREATMENT VAULT, SEESHEETS C413-C414 FORDETAILS336" SD4324" SD1512PRIMARY ISOLATOR ROW12INFILTRATION ROW (TYP.)12SECONDARY ISOLATOR ROW (TYP.)1424" SD (TYP.)15330324326328332334CB110, TYPE 2 - 60"STA 11+80.04, 11.29'RT162CB105, TYPE 2 - 60"STA 10+90.82, 34.47'RT2CB100, TYPE 2 - 72"STA 11+03.22, 11.78'RT2CB200, TYPE 2 - 60"13CB205, TYPE 2 - 72"13CB210, TYPE 2 - 72"13CB215, TYPE 2 - 72"13CB220, TYPE 2 - 72"13CB225, TYPE 2 - 72"13CB230, TYPE 2 - 72"13CB235, TYPE 2 - 72"13CB240, TYPE 2 - 72"13CB245, TYPE 2 - 72"13CB250, TYPE 2 - 60"13CB255, TYPE 2 - 60"13CB260, TYPE 2 - 60"13STA 8+70.55, 37.89'RTELEV.=323.517STA 8+19.95, 35.18'LTELEV.=323.517STA 11+52.43, 245.92'LTELEV.=323.517STA 12+61.96, 73.85'LTELEV.=323.517STA 12+44.13, 40.05'LTELEV.=323.517STA 9+70.53, 46.26'LTELEV.=323.517STA 9+71.50, 32.56'RTELEV.=323.517INFILTRATION FACILITY MAIFOLD STRUCTURE PLACEMENTSTR. NO.CB200CB205CB210CB215CB220CB225CB230CB235CB240CB245CB250CB255CB260STR STA./OFFSET10+06.501.31' L10+27.521.56' L10+49.071.81' L10+70.632.07' L11+35.282.84' L11+56.833.09' L11+78.393.35' L11+99.943.61' L12+21.493.86' L12+43.164.12' L12+60.2511.01' L12+76.7619.33' L12+91.9629.27' LSTR.RIM ELEV.330.0329.8329.5329.3328.7328.5328.3328.5328.7328.9329.2329.5330.0SUMPELEV.313.19313.19313.19313.19313.19313.19313.19313.19313.19313.19313.19313.19313.19STR. TYPE/DIAM.TYPE 2 - 60"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 72"TYPE 2 - 60"TYPE 2 - 60"TYPE 2 - 60"OUTFLOWPIPE LENGTH8.47'7.21'6.74'6.31'8.91'8.45'7.97'7.57'7.07'10.69'2.75'4.85'4.87'PLACEMENTDETAILTYPE ATYPE BTYPE BTYPE BTYPE BTYPE BTYPE BTYPE BTYPE BTYPE BTYPE ATYPE ATYPE AOTAK 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 - 5:09pm C:\temp\AcPublish_11436\C401-C402.dwg Layout Name: C401NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET2002040C40118R-412918SITE GRADING AND DRAINAGE IMPROVEMENTS PLANGENERAL NOTES1.ALL STORM SEWER PIPE SHALL BE POLYETHYLENE WITHSMOOTH INTERIOR UNLESS NOTED OTHERWISE.2.STATION AND OFFSET, AND RIM ELEVATION SHOWNREFERENCE CENTER OF STRUCTURE. ALL STRUCTURESSHALL BE PLACED PER STRUCTURE PLACEMENT TYPE ADETAIL ON SHEET C410 UNLESS OTHERWISE STATED.3.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENTOTHERWISE STATED.4.VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.5.CATCH BASIN COVER SHALL BE ORIENTED AS SHOWN ONPLAN.6.ALL DRAINAGE STRUCTURES SHALL HAVE SOLID LOCKINGCIRCULAR FRAME AND COVER PER COR STD PLAN 204.50UNLESS OTHERWISE SPECIFIED. COVERS SHALL BE MARKED"DRAIN".CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS.INSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN ANDPROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410.INSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PERPLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES.MAINTENANCE ACCESS ROAD, SEE SHEETS C501-C510 FORDETAILS.STORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310FOR DETAILS.EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURINGCONSTRUCTION.CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE.POTHOLE EXISTING UTILITY AT CROSSING PRIOR TOCONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS.INSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEETC411 FOR DETAILS.INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FORDETAILS.EXISTING UTILITY TO BE RELOCATED PER SHEET C502.STORWMATER INFILTRATION FACILITY ROW TYPE PER DETAILAND SECTION ON SHEET C310.INSTALL MANIFOLD DRAINAGE STRUCTURE, TYPE, SIZE, ANDPLACEMENT STYLE PER TABLE ON THIS SHEET. SEE SHEET C410FOR TYPE A AND TYPE B PLACEMENT DETAILS.CONNECT MANIFOLD DRAINAGE STRUCTURE TO INFILTRATIONFACILITY CHAMBERS PER DETAIL ON SHEET C310. LENGTH OFPIPE CONNECTION (INSIDE EDGE OF DRAINAGE STRUCTURE TOINFILTRATION CHAMBER) PER TABLE ON THIS SHEET.INSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FORDETAILS.INSTALL RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CORSTD. PLAN 204.30.BOTTOM OF PLAY FIELD PER STATION, OFFSET AND ELEVATIONSHOWN ON THIS SHEET.CONSTRUCTION NOTES1234567891011121314151617 102103CPCDDSCPCCCSSS MH14"10"18"MONROE AVENUE NE"SPEED 25"GRASSGRASSCONC. SIDEWALKGRASSCONC. SIDEWALKGRASSGRASSGRASSASPHALT7' CHAINLINK FENCE7' CHAINLINK FENCETVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV WWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS36" CMP10" PVC36" CMP18" CPP18" CPP8" CMP8" CMPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPTVTVTVTVTVTVTVTVTVTVTVTVTVPTVTVTVTVTVTVTVTVTVTVPPPPPPPPP PPPPPPTVPPP PPPPTVTV TVTVTVTVPPPP3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKSATP-03ATP-04AHA-01AHA-0222" CPPIE = 308.6018" CPPIE = 314.136"8"12"6"1201LA PIANTA LIMITED PARTNERSHIPAFN 20021028002594X XXXXXXXXXPPXXXSSSSSSWDWDWDMONROE AVE NE34033233433633834230030031031032033034013+0014+0015+0016+00336" SD336" SD8SEWER8COMM611LIGHT POLE& J-BOX& POWERSWING GATE, PERSHEET C5028POWER336" SD324" SD336" SD14324" SD12OVERFLOW PIPE OUTLET12OVERFLOW PIPE INLETTEMPORARY EASEMENT FOR SURFACEWATER DRAINAGE OVERFLOW UTILITYAFN 2018070200008521315168COMM16CB130, TYPE 2 - 84"STA 16+45.95, 7.68'RT72CB120, TYPE 2 - 72"STA 13+20.19, 8.02'LT2FLOW SPLITTER VAULT, 10' X 10'STA 13+59.65, 2.88'RT10HYDRODYNAMIC SEPARATOR VAULT, 22' X 14'STA 13+79.58, 4.10'RT9CB125, TYPE 2 - 72"STA 14+14.59, 6.90'RT142OTAK 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 - 5:09pm C:\temp\AcPublish_11436\C401-C402.dwg Layout Name: C402NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET2002040C40219R-412919SITE GRADING AND DRAINAGE IMPROVEMENTS PLANCONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS.INSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN ANDPROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410.INSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PERPLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES.MAINTENANCE ACCESS ROAD, SEE SHEETS C501-C510 FORDETAILS.STORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310FOR DETAILS.EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURINGCONSTRUCTION.CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE.POTHOLE EXISTING UTILITY AT CROSSING PRIOR TOCONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS.INSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEETC411 FOR DETAILS.INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FORDETAILS.EXISTING UTILITY TO BE RELOCATED PER SHEET C502.PLUG EXISTING OVERFLOW STORMWATER PIPE AT SHOWNLOCATION PER WSDOT STD SPEC. 7-08.3(4). OVERFLOWSTORMWATER PIPE SHALL NOT BE PLUGGED UNTIL PROPOSEDSTORMWATER SYSTEM IS CONNECTED TO EXISTING MONROEAVE TRUNKLINE AND PROPOSED INFILTRATION FACILITY ISONLINE.INSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FORDETAILS.INSTALL RECTANGULAR FRAME AND VANED GRATE PER COR STDPLAN 204.20.INSTALL CAP ON BELL END OF PIPE TO ALLOW FUTURECONNECTION BY OTHERS.CUT EXISTING PIPE WHERE NECESSARY. PLACE NEW 36" CMPSTUB TO CONNECT TO EXISTING CMP TO EACH SIDE ANDCONNECT STUB TO EXISTING PIPE PER WSDOT STD. PLANB-60.40-01, TYPE K.CONSTRUCTION NOTESGENERAL NOTES1234567891.ALL STORM SEWER PIPE SHALL BE POLYETHYLENE WITHSMOOTH INTERIOR UNLESS NOTED OTHERWISE.2.STATION AND OFFSET, AND RIM ELEVATION SHOWNREFERENCE CENTER OF STRUCTURE. SEE SHEET C410 FORSTRUCTURE PLACEMENT DETAIL.3.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENTOTHERWISE STATED.4.VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.5.CATCH BASIN COVER SHALL BE ORIENTED AS SHOWN ONPLAN.6.ALL DRAINAGE STRUCTURES SHALL HAVE SOLID LOCKINGCIRCULAR FRAME AND COVER PER COR STD PLAN 204.50UNLESS OTHERWISE SPECIFIED. COVERS SHALL BE MARKED"DRAIN".7.DRIVEWAY ENTRANCE SHALL BE PER COR STD PLAN 104.4.CONCRETE APRON SHALL BE 8-FEET IN WIDTH, BEHIND EXISTING CURB, TO MEET STREET STANDARDS.10111213141516 X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX111OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWDWDWDWDWDWDWDWD1000110012001300140015LOCKING POSTSTA 1000.00 13.50 LTAP3STA 1343.87 6.39 LTPC3STA 1000.00 13.50 RTAP3STA 1025.21 13.50 RTPT3STA 1359.55 6.00 RTPC12STA 1296.00 12.74 LTPT3STA 1055.71 44.00 RTPC EL 329.483STA 1084.63 62.37 RTAP EL 329.33END312BEGINSTA 1055.63 62.25 RTAP EL 329.663STA 1115.21 13.50 RTPCEND1211BEGINSTA 1084.63 44.00 RTPT EL 329.1212STA 1300.06 13.19 RTPTEND1112BEGIN32033031631832232432632833233433633816STA 997.50 59.86 RTAP4STA 1011.06 80.69 RTAP4STA 997.50 16.00 LTAP4STA 1335.98 40.47 LTEND4324326328ACCESS ROAD24STA 1412.94 34.43 LT4STA 1412.14 9.77 LT4STA 1120.21 13.50 RTEND11BEGIN10STA 1293.64 13.50 RTEND1011BEGINSTA 1086.13 34.32 RTEL 329.001214L 47.909 R 30.500D 90.0000L 47.909 R 30.500D 90.0000L 51.370 R 54.685D 53.8225L 66.659 R 70.000D 54.56113323343363383303323343363383153203253303353403453153203253303353403451000330.00317.41020329.80317.41040329.60317.41060329.40317.41080329.20317.41100329.00317.41120328.80317.41140328.60317.41160328.40317.81180328.24317.81200328.39317.81220328.57317.71240328.76317.71260328.94317.81280329.13317.81300329.31317.71320329.50317.51340329.68317.51360329.88317.51380330.40318.0STA = 10+00.00ELEV = 330.00LOW PT STA: 11+80.29LOW PT ELEV: 328.24PVI STA:11+80.00PVI ELEV:328.20K:8.00LVC:15.41BVCS: 11+72.29BVCE: 328.28EVCS: 11+87.71EVCE: 328.27LOW PT STA: 13+56.38LOW PT ELEV: 329.83PVI STA:13+74.22PVI ELEV:330.00K:8.00LVC:35.67BVCS: 13+56.38BVCE: 329.830.93%-1.00%STA = 10+00.00ELEV = 330.00LOW PT STA: 11+80.29LOW PT ELEV: 328.24PVI STA:11+80.00PVI ELEV:328.20K:8.00LVC:15.41BVCS: 11+72.29BVCE: 328.28EVCS: 11+87.71EVCE: 328.27LOW PT STA: 13+56.38LOW PT ELEV: 329.83PVI STA:13+74.22PVI ELEV:330.00K:8.00LVC:35.67BVCS: 13+56.38BVCE: 329.830.93%-1.00%STAGE 2 FINISHEDGRADESTAGE 1 FINISHED GRADESTAGE 1STAGE 2OTAK 33201.ASHEET:11241 WLOORZV RRDG NE SXLWH 200RHGPRQG WA 98052425.822.4446ZZZ.RWDN.FRP‹ 2023 OTAK INC.OF36DRAWING NO.PRO-ECT NUMBERREVISION COMMENTSNO.BYREVIEWDATEDESIGNERDRAWN BYCHECKED BYCDTTRGPORWWHG: -XO 14 2023  5:08SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C501C502.GZJ LD\RXW NDPH: C501NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET200204050510VERTHORZCONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS.CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 .CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101INSTALL BLACK VINYL CHAIN LINK FENCE (6-FT HEIGHT) PER COR STD PLAN234.60INSTALL SWING GATE PER DETAIL ON SHEET C510.INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC9-03.9(3) BETWEEN CURB AND TREATMENT VAULT.RELOCATE EXISTING UTILITY PRIOR TO CONSTRUCTION. LIGHT POLE MUST BEREPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND PLACED ONCONCRETE PAD PER COR STD PLAN 120. EXISTING LIGHT TO BE RETURNED TOMAINTENANCE FACILITY. COORDINATE WITH ERIC CUTSHALL.CONSTRUCT SIDEWALK PER COR STD PLAN 102.CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN104.4 AND ENLARGED PLAN ON SHEET C510.CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510.TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTERAND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STDPLAN 101.INSTALL POWER CONDUIT AND TYPE 1 JUNCTION BOX TO EXISTING POWERCONDUIT FOR NEW LIGHT POLE. CONDUIT SHALL BE 4-INCH DIAMETERSCHEDULE 80 PVC.CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BECONSTRUCTED PER COR STD PLAN 101.TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH.REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH ANDEXISTING GRADE CROSS SLOPE.TRANSITION CROSS SLOPE OF MAINTENANCE ACCESS ROAD FROM STA 15+71TO STA 16+00 TO FROM TYPICAL MAINTENANCE ACCESS SECTION PER SHEETC510 TO MATCH DRIVEWAY ENLARGED GRADING PLAN PER SHEET C510.INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONSSECTION 8-12.INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIALPROVISIONS SECTION 8-12.CONSTRUCTION NOTESGENERAL NOTES1.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESSOTHERWISE NOTED.2.ALL DIMENSIONS, STATION AND OFFSET REFERENCES ARE TO FACE OFCURB UNLESS OTHERWISE NOTED.12345678910111213141516171819C50127R412927MAINTENANCE ACCESS ROAD PLAN AND PROFILE XXXXPPXXXSSS MH48 CONCRIM 342.2010 PVC N IE 335.0010 PVC S IE 334.8016CPCCCSPEED 25GRASSCONC. SIDEWALKGRASSDRIVEWAY7 CHAINLINK FENCETVTVTVTVTVTVTVTVTVTVTVTVTVWWWWWWWSDSDSDSDSSSSSSSSSSSSOHPOHPOHPOHPTVPPPPPPPPTVTVTVTVTVTVTVPPTVTVTVTVTVPPPPPPPPTVTVTVTVTV2 DUCT BANKS2 DUCT BANKS3 DUCT BANKS3 DUCT BANKSATP03ATP04AHA01AHA02681261400150016001680125LOCKING POSTSTA 1506.22 6.00 RTAP12STA 1510.25 6.00 LTAP3STA 1590.65 14.11 LTAP EL 340.79173FULL DEPTH JOINTSTA 1411.08 10.35 RTAP497STA 1412.94 34.43 LT4STA 1412.14 9.77 LT4813STA 1599.24 28.02 LTBEGIN18STA 1597.38 22.39 RT18STA 1607.56 22.76 RT184H : 1VL 51.370 R 54.685148168STA 16+59.23, 24.89'RTBEGINMATCH EXIST.12STA 16+59.72, 12.90'RTENDMATCH EXIST.12STA 1615.05 23.08 RTBEGINMATCH EXIST.12STA 16+17.20, 26.88'LTBEGINMATCH EXIST.12STA 1571.28 5.11 RTAP EL 340.471712STA 1590.65 5.90 RTEL 340.891712STA 1571.28 12.16 LTEL 340.82173STA 1600.65 13.70 LTEL 340.68173STA 1599.82 6.29 RTEL 341.051715STA 1598.81 16.28 LTEND1819BEGINSTA 1597.89 8.71 RTEND1918BEGINSTA 1606.11 50.39 RTEND18332334336338340315320325330335340345315320325330335340345STA = 16+16.59ELEV = 340.61HIGH PT STA: 15+91.81HIGH PT ELEV: 340.99PVI STA:15+83.10PVI ELEV:341.25K:5.00LVC:36.44BVCS: 15+64.88BVCE: 340.27EVCS: 16+01.32EVCE: 340.90LOW PT STA: 13+56.38LOW PT ELEV: 329.83PVI STA:13+74.22PVI ELEV:330.00K:8.00LVC:35.67EVCS: 13+92.05EVCE: 330.965.39%-1.90%1380330.40318.01400331.39320.71420332.47323.41440333.54324.71460334.62326.21480335.70328.91500336.77331.21520337.85333.61540338.93335.41560340.01336.91580340.85339.21600340.93341.1162016401660STAGE 2 FINISHED GRADESTAGE 1 FINISHED GRADESTAGE 1STAGE 2OTAK 33201.ASHEET:11241 WLOORZV RRDG NE SXLWH 200RHGPRQG WA 98052425.822.4446ZZZ.RWDN.FRP‹ 2023 OTAK INC.OF36DRAWING NO.PRO-ECT NUMBERREVISION COMMENTSNO.BYREVIEWDATEDESIGNERDRAWN BYCHECKED BYCDTTRGPORWWHG: -XO 14 2023  5:09SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C501C502.GZJ LD\RXW NDPH: C502NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET200204050510VERTHORZCONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS.CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 .CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101INSTALL BLACK VINYL CHAIN LINK FENCE (6-FT HEIGHT) PER COR STD PLAN234.60INSTALL SWING GATE PER DETAIL ON SHEET C510.INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC9-03.9(3) BETWEEN CURB AND TREATMENT VAULT.RELOCATE EXISTING UTILITY PRIOR TO CONSTRUCTION. LIGHT POLE MUST BEREPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND PLACED ONCONCRETE PAD PER COR STD PLAN 120. EXISTING LIGHT TO BE RETURNED TOMAINTENANCE FACILITY. COORDINATE WITH ERIC CUTSHALL.CONSTRUCT SIDEWALK PER COR STD PLAN 102.CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN104.4 AND ENLARGED PLAN ON SHEET C510.CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510.TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTERAND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STDPLAN 101.INSTALL POWER CONDUIT AND TYPE 1 JUNCTION BOX TO EXISTING POWERCONDUIT FOR NEW LIGHT POLE. CONDUIT SHALL BE 4-INCH DIAMETERSCHEDULE 80 PVC.CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BECONSTRUCTED PER COR STD PLAN 101.TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH.REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH ANDEXISTING GRADE CROSS SLOPE.TRANSITION CROSS SLOPE OF MAINTENANCE ACCESS ROAD FROM STA 15+71TO STA 16+00 TO FROM TYPICAL MAINTENANCE ACCESS SECTION PER SHEETC510 TO MATCH DRIVEWAY ENLARGED GRADING PLAN PER SHEET C510.INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONSSECTION 8-12.INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIALPROVISIONS SECTION 8-12.CONSTRUCTION NOTESGENERAL NOTES1.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESSOTHERWISE NOTED.2.ALL DIMENSIONS, STATION AND OFFSET REFERENCES ARE TO FACE OFCURB UNLESS OTHERWISE NOTED.12345678910111213141516171819C50228MAINTENANCE ACCESS ROAD PLAN AND PROFILER412928