HomeMy WebLinkAboutP_Civil Construction Plans_170801_v1205210215220225230235240205210215220225230235240PROPOSEDGRADE, TYP.15.18'DEPTHTOP OF VAULTELEV. = 226.50BOT OF VAULTELEV. = 208.006" AVG. SEDIMENTSTORAGE DEPTH6" GRAVEL BEDBOT OF STORAGEELEV. = 209.00100 YR. W.S.ELEV = 224.68LIMIT OFEXCAVATION1'LIMIT OFEXCAVATION1'1'1'2' - 10'COVER21
L
F
12
"
SD
@
18
.61%SD #4TYPE I-54 MHRIM = 237.86I.E. 12" OUT (W) = 228.00200205210215220225230235240TOP OF VAULTELEV. = 226.50BOTTOM SUMPELEV. 204.00BOT OF STORAGEELEV. = 209.006" AVG. SEDIMENTSTORAGE DEPTH100 YR. W.S.ELEV = 224.68PROPOSEDGRADE, TYP.2' - 10'COVERLIMIT OFEXCAVATION15.18'DEPTHLIMIT OFEXCAVATION1'1'1'1'BOT OF VAULTELEV.= 208.007 : 10.82' FREEBOARDEND OF PAVING
ELEV. = 229.14
START OF PAVING
ELEV. = 236.68
SD #3TYPE II-48 CBw/ SOLID LOCKING LIDRIM = 218.94I.E. 12" OUT (SW) = 207.6277 LF 12" SD @ 0.50%GRAVEL ACCESSROADOHUOHUOHUOHUXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X RDRDRDRDRDRDRDRDRDRDRDRDRDRD RDRDRD DETENTION VAULT30' ROW112TH AVENUE NE(UNIMPROVED ROW)10' BUFFERSTORMFILTER FORWATER QUALITYTREATMENT , SEEDETAIL SHT. SD-212' WIDEMAINTENANCEACCESS15% MAX SLOPE20' TRACT240242
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6 256258258244 SD #6, TYPE II-54 MHw/ SPILL CONTROLSTA. 0+30.00, 3.00' LRIM = 256.27I.E. 12" N-12 IN (NE) = 249.00I.E. 12" N-12 OUT (W) = 249.0045 LF 12"@ 2.64%75 LF 12" @ 22.44%21 LF 12"@ 18.61%77 LF 12" @ 0.50%107 LF 12" @ 3.27%SD #3, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 6+97.12, 0.00'RIM = 218.94I.E. 12" N-12 IN (N) = 207.62I.E. 6" PVC FD IN (N) = 208.12I.E. 12" N-12 OUT (SW) = 207.62SD #4, TYPE I-54 MHRIM = 237.86I.E. 12" N-12 IN (E) = 228.00I.E. 6" PVC RD IN (N) = 228.50I.E. 12" N-12 OUT (W) = 228.00220230218222224226228232234236230228218240
250SD #2A, TYPE I CBw/ SOLID LOCKING LIDSTA. 6+40.67, 0.00'RIM = 207.43I.E. 12" N-12 IN (NE) = 204.00I.E. 12" HDPE SDR-11 OUT (W) = 204.0056 LF 12" @ 6.41%200205210215220225230235240SE 80TH ST.SE 80TH STREET(UNIMPROVED ROW)RHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134H01.dwg6/19/17 18:04SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17VAULT SECTION A-ASCALE: 1"=10' HOR. 1"=5' VER.VAULT SECTION B-BSCALE: 1"=10' HOR. 1"=5' VER.DETENTION VAULT PLAN & SECTIONSD-1121314TRACT D(ACCESS)15AABB21'21'136'136'EXCAVATION LIMIT AT1:1 SLOPE, TYP.SHORING REQUIRED FORTREE PROTECTION, TYP.EXCAVATION LIMITBEGINS 3' OFFSETFROM VAULT.VAULT ACCESS1)ACCESS RISERS ARE 48" DIAM. M.H. w/ ECCENTRIC CONE TOPSECTIONS AS NECESSARY (2'EC = 2' HIGH SECTION; 3'EC = 3'HIGH SECTION) OVER MIN. 2' DIAM. HOLE IN VAULT PANELS ORGRADE RINGS (GR). PROVIDE LADDER OR STEPS TO BOTTOM OFVAULT PER DETAIL SHT. SD-2.2)PROVIDE ROUND LOCKING MANHOLE COVERS FOR ALL ACCESSRISERS.3)5'x10' REMOVABLE LOCKING PANEL SHALL MEET THE 2009KCSWDM REQUIREMENTS.VAULT VENTILATION1) 1'-1" DIAM. VENT OPENINGS ARE DETAILED ON THE STRUCTURALPLANS.2) VENTS IN PARK/LANDSCAPE AREAS SHALL BE 12" DIAM. IPS SCH40 PVC PIPE (OR EQUAL) WITH LIGHT DUTY DROP-IN GRATES.3) VENTS IN PAVED AREAS SUBJECT TO VEHICULAR TRAFFIC SHALLBE 12" DIAM. CLASS 50 DUCTILE IRON PIPE w/ 12" DIAM. CASTIRON RING AND COVER (OLYMPIC FOUNDRY, INC. PART NO. MH5,OR EQUAL) w/ 2' SQUARE x 1' DEPTH CONC. CL. 5(S) COLLAR.CONTROL RISER INVAULT, SEE DETAILSHT. SD-2VAULTOUTLET= 208.0013" DIA. VENT OPENINGS,TYP.2 TOTALFG 235.1TV 226.5VAULT ACCESSCOVERFG 236.8TV 226.5w/ ECVAULT ACCESSCOVERFG 239.4TV 226.5w/ ECVAULT ACCESSCOVERFG 235.7TV 226.5w/ ECVAULT INLETIE = 224.68060401020SCALE: 1" = 20'SEE SHT. SD-3FOR OUTFALL
RHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134H02.dwg6/19/17 18:06SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17DETENTION VAULT CONTROLSTRUCTURE DETAILNOTE:SEE FLOW RESTRICTOR DETAIL SW-18FOR ADDITIONAL REQUIREMENTS.ROUND SOLID COVERWITH LOCKING BOLTS100 YR. W.S. ELEV = 224.68TOP OF VAULTELEV = 226.50ORIFICE NO. 2, ELEV. = 220.20ORIFICE DIA. = 1.15"ORIFICE NO. 2, ELEV. = 215.50ORIFICE DIA. = 1.20"FLOOR GRATE WITH 2'X2' ACCESS DOOR(1"x1/4" GALVANIZED METAL BARS)18" RISERPIPE SUPPORTSPER C.O.N. DETAIL SW-18CLEANOUT GATE: SHEAR GATE WITHCONTROL ROD, PER C.O.N. DETAIL SW-18INSIDE TOP OF VAULTELEV = 225.50ORIFICE NO. 1, ELEV. = 206.00ORIFICE DIA. = 1.10"BOT OF VAULTELEV. = 208.00INSIDE BOT OF VAULTELEV. = 209.00KNOCKOUT DIA.= WALLTHICKNESS + PIPE O.D.ORIFICE ELBOWPER C.O.N. DETAILSW-1812" OUTLETI.E. = 208.00SEE STRUCTURAL PLANS FORSUMP AND FOOTING DESIGNVAULT WALLDESIGN BY OTHERS3' COVERMINIMUM18" RISER ELEV. = 224.502.0'5.5'2.0'SEDIMENT STORAGEELEV. = 209.501' SECTION OF 18" PIPE ATTACHED BYGASKETED BAND TO ALLOW REMOVAL.PER C.O.N. DETAIL SW-185.5' x 4' x4' SUMPELEV. = 204.00STORM DETENTION VAULTCONTROL STRUCTURESCALE: 1" = 2'NOTCH 1" WIDEBTM ELEV = 224.00VAULT ACCESS DETAILPER STRUCTURAL PLANSSEE SHT. SD-3 FOROUTFALL PROFILE
SSSSSSSSSSXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSDSDWWWWEOHUOHUOHUOHUSDWSDSSSSSSWWWDSXXXXXXXXXX
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X X X XWWWWWW
1514SD #3, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 6+97.12, 0.00'SD #2, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 0+49.45, 0.00'EXIST. SD #1, TYPE I CBSTA. 0+00.00, 0.00'SD #2A, TYPE I CBw/ SOLID LOCKING LIDSTA. 6+40.67, 0.00'34LF 18" N-12 @ 1.16%2040608010012014016018020022020406080100120140160180200220SD #3, TYPE II-48 CB
w/ SOLID LOCKING LID
STA. 6+97.12, 0.00' .
RIM = 218.94
I.E. 12" IN (N) = 207.62
I.E. 6" IN (N) = 208.12
I.E. 12" OUT (SW) = 207.62
EXIST. SD #1, TYPE I CBSTA. 0+00.00, 0.00' .RIM = 57.94I.E. 18" IN (S) = 54.84I.E. 12" OUT (NW) = 54.84SD #2, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 0+49.45, 0.00' .RIM = 62.41I.E. 18" IN (E) = 53.04I.E. 18" OUT (W) = 56.04SD #1, TYPE I CBCONNECT TO EXISTINGCITY OF RENTON STORMAT EXIST. 12" CULVERTSTA. 0+34.45, 0.00' .RIM = 58.47I.E. 18" IN (E) = 55.24I.E. 12" IN (S) = 55.74I.E. 18" OUT (N) = 55.24BEGIN PIPE BENDAND BURY PIPE AT SURFACE.STA. 0+83, IE = 66.1±DAYLIGHT PIPE TO SURFACE.
IE = 202.5±, STA. 6+05.5
SD #2A, TYPE I CB
w/ SOLID LOCKING LID
STA. 6+40.67, 0.00' .
RIM = 207.43
I.E. 12" IN (NE) = 204.00
I.E. 12" OUT (W) = 204.00 56 LF 12"SD @ 6.46%35 LF 12"SD @ 4.29%15 LF 18"SD @ 5.33%50.0%77 LF 12"SD @ 0.50%12.4%18.6%24.0%34.3%32.7%25.6%28.7%29.4%35.8%28.4%19.5%14.4%DETENTION VAULTSLIDE 7.5' LENGTH OF 12" PIPEINTO 10' LENGTH OF 18" PIPE@ STA. 0+98, IE = 68.2±PIPE ANCHORS 10' O.C.VERTICAL SPACING PERDETAIL THIS SHEET, TYP.PIPE ANCHORS 10' O.C.VERTICAL SPACING PERDETAIL THIS SHEET, TYP.EXIST
.
8
'
SS0+000+400+801+201+602+002+402+803+203+604+004+404+805+205+606+006+406+807+207+608+008+4057.960.265.872.681.994.0106.8119.5129.7
141.6
154.4
168.0
181.1
189.4
196.0
201.7
207.4
216.7
223.9
225.8
226.2
57.9060.2465.8372.6281.8894.00106.79119.53129.72
141.63
154.43
168.03
181.09
189.44
196.04
201.72
207.35
216.66
223.86
225.78
226.23
SE 80TH STREET(UNIMPROVED ROW)112TH AVENUE NE(UNIMPROVED ROW)110TH AVENUE NELINCOLN AVE.NESE 80TH STREET(UNIMPROVED)SIGNED "NE 43rd STREET" IN RENTON60' ROWCITY OF NEWCASTLECITY OF RENTONCITY OF NEWCASTLECITY OF RENTONFLOW CONTROL STRUCTUREI.E. 12" OUT = 208.00SEE POND OUTFALLSHT. SD-1 FOR DETAIL.0120802040SCALE: 1" = 40'STORM DRAIN OUTFALL PROFILESCALE: 1" = 40' H 1" = 20' VDAYLIGHT PIPE TO SURFACE@ STA. 6+05.5IE = 202.5±END PIPE ON SURFACEAND BURY UNDERGROUND@ STA. 0+83, IE = 66.1±500 LF 12" HDPE SDR-11 PIPE ONSURFACE. PIPE INSTALLED BETWEENCLEARING LIMITS TO AVOID TREES.500 LF 12" HDPE SDR-11 PIPEON EXISTING GRADE, TYP.CB #1, TYPE 1CONNECT TO EXISTING CITY OF RENTONSTORM AT EXIST. 12" CULVERT, SEEPROFILE BELOW FOR DETAIL.RHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134H03.dwg6/20/17 11:12SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17LNEMSD-3OFF-SITE STORM DRAIN OUTFALLINSTALL HIGH VISIBILITYRIBBON ALONG EXISTINGCLEARING LIMITS, TYP.INSTALL INLET PROTECTION ONEXISTING CATCH BASINS WITHIN200' OF PROJECT, TYP.SLIDE 7.5' LENGTH OF 12" PIPEINTO 10' LENGTH OF 18" PIPE@ STA. 0+98, IE = 68.2±PIPE ANCHORS 10' O.C.VERTICAL SPACING PERDETAIL THIS SHEET, TYP.12" HDPE SDR-1118" HDPE SDR-1115' LF7.5' LFSLIDE 7.5' LENGTH OF 12" PIPEINTO 15' LENGTH OF 18" PIPE.SLIEVE CONNECTION DETAILNTSBURY PIPE AT END OFSLIEVE PER PLAN.18" N-12OUT18" HDPESDR-11 INIE 18" IN = 53.04IE 18" IN = 56.04(SEE MANUFACTURERHDPE CONNECTION DETAILN.T.S.HDPE PIPENOTE: CONTRACTOR SHALLSUBMIT SHOP DRAWINGS PRIORTO CONSTRUCTION.PROVIDE CONCRETE SUPPORTWALL, FULL DEPTH WITH AMINIMUM OF 12" AROUND TOPAND SIDES12"12"PROVIDE RUBBER O-RINGGASKETS AROUND 36" HDPEHDPE FLANGE ADAPTER6"4 EA. # 6 REBARAS SHOWN2" MIN.CLR.GROUT SHALL BE MASTERFLOW928 EXTENDED WORK-TIMENONSHRINK GROUT OR EQUAL.INSTALL PER MANUFACTURER'SRECOMMENDATIONS