HomeMy WebLinkAboutF_Rhododendron Ridge_Record Drawing_20201124.pdf205210215220225230235240205210215220225230235240PROPOSED 3H:1VSLOPE, TYP.15.20'DEPTHTOP OF VAULTELEV. = 233.54BOT OF VAULTELEV. = 214.756" AVG. SEDIMENTSTORAGE DEPTH(9" TOTAL STORAGE DEPTH)ELEV. = 215.756" GRAVEL BEDBOT OF STORAGEELEV. = 216.50100 YR.W.S.ELEV =231.70LIMIT OFEXCAVATION1'LIMIT OFEXCAVATION1'1'1'2' MIN. COVER21 LF 12"SD @ 6.51%SD #4TYPE II-54 CBRIM = 238.43I.E. 12" OUT (W) = 232.40I.E. 12" IN (E) = 232.4021.00'VAULT ACCESS, TYP.SEE NOTEPROPOSED 8" SS74
LF
12
"SD @
14
.86%PROPOSEDLOCK & LOAD WALL,4' MAX. HEIGHTWHERE TIERED, TYP.PROPOSEDGRADE, TYP.6' TALL OPEN-WORKFENCE AT TOP OFSLOPE, TYP.217.00216.19231.8714.87'5.33%237.97231.98231.98I.E. 8" RD IN (N) = 231.98200205210215220225230235240200205210215220225230235240TOP OF VAULTELEV. = 233.54BOTTOM SUMPELEV. 211.00BOT OF STORAGEELEV. = 216.506" AVG. SEDIMENTSTORAGE DEPTH(9" TOTAL STORAGE DEPTH)ELEV. = 215.75100 YR. W.S.ELEV = 231.70PROPOSEDGRADE, TYP.2' MIN. COVERLIMIT OFEXCAVATION15.20'DEPTHLIMIT OFEXCAVATION1'1'1'1'BOT OF VAULTELEV.= 214.757 : 10.80' FREEBOARDEND OF PAVING
ELEV. = 233.53
START OF PAVING
ELEV. = 235.56
SD #3TYPE II-48 CBw/ SOLID LOCKING LIDRIM = 216.32I.E. 12" OUT (SW) = 207.47I.E. 12" OUT (SW) = 207.47134 LF 12" PVC @ 5.63%GRAVEL ACCESS ROAD6" CRUSHED SURFACING BASECOURSE OVER NON-WOVENGEOTEXTILE FABRIC136.00'CONTROLSTRUCTURESEE SHT. SD-2VAULT ACCESS, TYP.SEE NOTEPROPOSED LOCK &LOAD WALL, WALL 8'MAX. HEIGHT FORSINGLE WALL TYP.6' TALL OPEN-WORKFENCE AT TOP OFSLOPE, TYP.PROPOSED 3H:1VSLOPE, TYP.ACCESS PAVEMENT SECTION CONSISTSOF 2" HMA CL 12" OVER 4" HMA CL 34" ON6" COMPACTED SUBGRADE (95% MAX.DRY DENSITY) PER CITY OF NEWCASTLEPUBLIC WORKS STANDARDSSECTION 4.35 - 4.37, TYP.215.71207.31212.42216.195.83%217.0014.87'0.63'231.87207.31X X X X X X X X X X X X X X X X X X XRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RD30' ROW10' BUFFER12' WIDEMAINTENANCEACCESS15% MAX SLOPE20' TRACT240236238242244
2602
5
6 256258258236
SD #6, TYPE II-54 CBw/ SPILL CONTROL &SOLID LOCKING LIDSTA. 0+30.00, 0.20' LRIM = 256.31I.E. 12" SD IN (NE) = 249.00I.E. 12" SD OUT (W) = 249.0045 LF 12"SD @ 5.55%74 LF 12" SD @ 14.86%21 LF 12" SD@ 6.51%134 LF 12" PVC @ 5.63%107 LF 12" @ 3.08%SD #3, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 6+88.03, 0.00'RIM = 216.32I.E. 12" PVC IN (N) = 207.47I.E. 6" PVC FD IN (N) = 207.47I.E. 12" PVC OUT (SW) = 207.47SD #4, TYPE II-54 CBSTA. 1+57.99, 3.35' LRIM = 238.43I.E. 12" SD IN (E) = 232.40I.E. 8" RD IN (N) = 232.73I.E. 12" PVC OUT (W) = 232.40220230218222224226228234240SD #2A, TYPE I CBw/ SOLID LOCKING LID& CHANNELIZED BOTTOMSTA. 6+37.14, 0.00'RIM = 206.37I.E. 12" PVC IN (NE) = 204.00I.E. 12" HDPE SDR-11 OUT (W) = 204.0051 LF 12" PVC @ 6.82%29 LF 12"SD @ 2.44%SD #5, 8'x11' PEAKDIVERSION STORMFILTERSTA.0+77.00, 0.54' RTRIM = 250.00I.E. 12" IN (E) = 247.80I.E. 12" OUT (W) = 244.75SEE SHEET SD-2250252254256258 250
246248
252254
242244246248
COULD NOTACCESS1+57.91, 3.46' L237.97231.98231.98231.98230.866+87.47, 0.97' L215.71207.31208.46207.31206.65204.14204.146.22%2.93%0+29.93, 0.35' L256.12248.98248.983.10%5.33%215.125.83%6+37.04, 0.63' R246.37VAULT SECTION A-ASCALE: 1"=10' HOR. 1"=5' VER.VAULT SECTION B-BSCALE: 1"=10' HOR. 1"=5' VER.121314TRACT D(ACCESS)15AABB21'21'136'136'EXCAVATION LIMIT AT1:1 SLOPE, 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' HIGHSECTION) OVER MIN. 2' DIAM. HOLE IN VAULT PANELS OR GRADERINGS (GR). PROVIDE LADDER OR STEPS TO BOTTOM OF VAULT PERDETAIL SHT. SD-2.2.PROVIDE ROUND LOCKING MANHOLE COVERS FOR ALL ACCESS RISERS.3.5'x10' REMOVABLE LOCKING PANEL SHALL MEET THE 2009 KCSWDMREQUIREMENTS.VAULT VENTILATION1.1'-1" DIAM. VENT OPENINGS ARE DETAILED ON THE STRUCTURALPLANS.2.VENTS IN PARK/LANDSCAPE AREAS SHALL BE 12" DIAM. IPS SCH 40PVC PIPE (OR EQUAL) WITH LIGHT DUTY DROP-IN GRATES.3.VENTS IN PAVED AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE 12"DIAM. CLASS 50 DUCTILE IRON PIPE w/ 12" DIAM. CAST IRON RINGAND COVER (OLYMPIC FOUNDRY, INC. PART NO. MH5, OR EQUAL) w/2' SQUARE x 1' DEPTH CONC. CL. 5(S) COLLAR.VAULT CAPACITY:1.THE REQUIRED VAULT CAPACITY FOR THE 100 YR. EVENT IS 42,718CU.FT (0.981 AC.FT.). THE DESIGN VAULT CAPACITY AT THE 100 YR.W.S. ELEVATION 43,354 CU.FT. (0.995 ACRE-FT).CONTROL RISER INVAULT, SEE DETAILSHT. SD-2VAULTOUTLET= 214.2513" DIA. VENT OPENINGS,TYP.2 TOTALFG 235.1TV 226.5VAULT ACCESSCOVERFG 235.0TV 232.8w/ ECVAULT ACCESSCOVERFG 235.1TV 232.8w/ ECVAULT ACCESSCOVERFG 235.6TV 232.8w/ EC060401020SCALE: 1" = 20'SE 80TH STREET(UNIMPROVED ROW)SEE SHT. SD-3FOR OUTFALLCITY OF NEWCASTLECITY OF RENTONDETENTION VAULT PLAN & SECTION16SD-11" = 20'SD-1
R-396601ALL RETAINED TREES MUSTHAVE TREE PROTECTION PERCITY OF NEWCASTLE PUBLICWORKS STANDARDS.DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSRHODODENDRON RIDGE STORM DRAIN CONNECTION
RHODODENDRON RIDGE STORM DRAIN CONNECTION SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONM:\ACAD\SURVEY\14\14134\AS-BUILTS\COR As-builts\14134H01.dwg11/24/2020LNBPF, SPSPKJGBPF, KJG27197711/24/20Know what'sbelow.before you dig.CallRRHODODENDRON RIDGEERP PLAN SETiCAP RHODY RIDGE, LLCJOB NO. 14134PR17-000348 C17-003201
TED-40-3966
NOTES:1.WORK SHOWN ON THIS PLAN IS LOCATED IN THE CITY OFNEWCASTLE. IT IS PART OF NEWCASTLE PERMIT ERP17-009.THIS PLAN IS INCLUDED FOR REFERENCE ONLY. PLANSAPPROVED BY THE CITY OF NEWCASTLE SHOULD BE USED FORIMPROVEMENTS IN THE CITY OF NEWCASTLE.2.ALL STORM DRAIN PIPES MARKED AS "SD" ARE TO BE BUILTUSING ALLOWABLE MATERIALS AS OUTLINED IN WSDOT/APWASTANDARD SPECIFICATIONS 7-02, 7-03 AND 7-04. ALLOWABLEMATERIAL TO BE DETERMINED AT THE TIME OF CONSTRUCTIONUNLESS SPECIFIED OTHERWISE.12" SD VAULT INLETIE = 230.256" ROOF DRAIN VAULT INLETIE = 230.756" WALL DRAIN12" AREA DRAIN TO VAULTPROPOSEDSANITARY SEWEREXISTINGSANITARY SEWER5'x10' REMOVABLELOCKING PANELFG = 235.1TV = 232.8112TH AVENUE NE(UNIMPROVED ROW)CONSTRUCTION RECORD DRAWINGCITY OF RENTON CONDITIONS OF PERMIT APPROVAL1.PRIOR TO INSTALLATION OF THE PIPE THE CONTRACTOR SHALLFLAG LOCATION OF CLEARING LIMITS FOR THE PIPE. THE CITYOF RENTON STAFF WILL WALK THE AREA WITH THECONTRACTOR TO DETERMINE THE EXACT LOCATION OF THEPIPE THAT WILL MINIMIZE THE IMPACT TO THE HILLSIDE.2.SLOPES SHALL BE STABILIZED WITH HOG FUEL, A MINIMUM OF 6INCHES DEEP BY 6 FEET WIDE AS DESCRIBED IN SECTIOND.2.1.4.2 IN THE CITY OF RENTON SURFACE WATER DESIGNMANUAL.3.PIPE SHALL BE KEYED IN BY A MINIMUM OF 1 FOOT SO THATTHE PIPE IS NOT VIS1BLE FROM THE SURFACE.Construction Record DrawingTHIS RECORD DRAWING PLAN SET IS INTENDED TO PROVIDEAS-CONSTRUCTED INFORMATION FOR FEATURES DESIGNED ANDCONSTRUCTED PER THE CIVIL DESIGN PLANS. AS-BUILT INFORMATIONHAS BEEN OBTAINED FROM CONTRACTOR REDLINES AND NOTES, ANDA FIELD SURVEY CONDUCTED SUBSEQUENT TO THE FINALCONSTRUCTION OF THE SUBJECT FACILITIES.GOLDSMITH IS CONFIDENT THAT ALL AS-BUILT INFORMATION ISCORRECT AS SHOWN, HOWEVER GOLDSMITH CAN ONLY BE DIRECTLYRESPONSIBLE FOR THE AS-BUILT INFORMATION SHOWN HEREON ASSURVEYED IN THE FIELD.ALL AS-BUILT DATA SHOWN ON THESE PLANS IS IN SLANTED TEXT. Design information, where shown, is in vertical text.42,44542,4690.975
NOTE:SEE FLOW RESTRICTOR DETAIL SW-18FOR ADDITIONAL REQUIREMENTS.ROUND SOLID COVERWITH LOCKING BOLTS100 YR. W.S. ELEV = 231.70TOP OF VAULTELEV = 233.54ORIFICE NO. 3, ELEV. = 227.20ORIFICE DIA. = 1.15"ORIFICE NO. 2, ELEV. = 222.90ORIFICE 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 = 232.50ORIFICE NO. 1, ELEV. = 213.00ORIFICE DIA. = 1.18"BOT OF VAULT ELEV.SEE STRUCTURAL PLANSINSIDE BOT OF VAULTELEV. = 215.75KNOCKOUT DIA.= WALLTHICKNESS + PIPE O.D.ORIFICE ELBOWPER C.O.N. DETAILSW-1812" OUTLETI.E. = 215.00SEE STRUCTURAL PLANS FORSUMP AND FOOTING DESIGNVAULT WALLDESIGN BY OTHERS2' COVERMINIMUM18" RISER ELEV. = 231.502.0'5.5'2.0'SEDIMENT STORAGEELEV. = 216.501' SECTION OF 18" PIPE ATTACHED BYGASKETED BAND TO ALLOW REMOVAL.PER C.O.N. DETAIL SW-185.5' DEPTH - TYPE II 54" CBSUMP ELEV. = 211.00STORM DETENTION VAULTCONTROL STRUCTURESCALE: 1" = 2'NOTCH 1" WIDEBTM ELEV = 231.00VAULT ACCESSSEE NOTE231.87ASSUMED 231.17231.67227.32223.07215.12214.42212.424.58'216.09217.004.58'0.7'SEE SHT. SD-3 FOROUTFALL PROFILEDATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSRHODODENDRON RIDGE STORM DRAIN CONNECTION
RHODODENDRON RIDGE STORM DRAIN CONNECTION SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONM:\ACAD\SURVEY\14\14134\AS-BUILTS\COR As-builts\14134H02.dwg11/24/2020LNBPF, SPSPKJGBPF, KJG27197711/24/20Know what'sbelow.before you dig.CallRRHODODENDRON RIDGEERP PLAN SETiCAP RHODY RIDGE, LLCJOB NO. 14134PR17-000348 C17-003201
TED-40-3966
DETENTION VAULT CONTROL STRUCTURE DETAIL26SD-2VARIESSD-2
R-396602NOTE:1)WORK SHOWN ON THIS PLAN IS LOCATEDIN THE CITY OF NEWCASTLE. IT IS PART OFNEWCASTLE PERMIT ERP17-009. THIS PLANIS INCLUDED FOR REFERENCE ONLY. PLANSAPPROVED BY THE CITY OF NEWCASTLESHOULD BE USED FOR IMPROVEMENTS INTHE CITY OF NEWCASTLE.VAULT ACCESS1.ACCESS RISERS ARE 48" DIAM. M.H. w/ ECCENTRIC CONE TOP SECTIONSAS NECESSARY (2'EC = 2' HIGH SECTION; 3'EC = 3' HIGH SECTION) OVERMIN. 2' DIAM. HOLE IN VAULT PANELS OR GRADE RINGS (GR). PROVIDELADDER OR STEPS TO BOTTOM OF VAULT PER DETAIL SHT. SD-2.2.PROVIDE ROUND LOCKING MANHOLE COVERS FOR ALL ACCESS RISERS.CONSTRUCTIONRECORD DRAWINGConstruction Record DrawingTHIS RECORD DRAWING PLAN SET IS INTENDED TO PROVIDEAS-CONSTRUCTED INFORMATION FOR FEATURES DESIGNED ANDCONSTRUCTED PER THE CIVIL DESIGN PLANS. AS-BUILT INFORMATIONHAS BEEN OBTAINED FROM CONTRACTOR REDLINES AND NOTES, ANDA FIELD SURVEY CONDUCTED SUBSEQUENT TO THE FINALCONSTRUCTION OF THE SUBJECT FACILITIES.GOLDSMITH IS CONFIDENT THAT ALL AS-BUILT INFORMATION ISCORRECT AS SHOWN, HOWEVER GOLDSMITH CAN ONLY BE DIRECTLYRESPONSIBLE FOR THE AS-BUILT INFORMATION SHOWN HEREON ASSURVEYED IN THE FIELD.ALL AS-BUILT DATA SHOWN ON THESE PLANS IS IN SLANTED TEXT. Design information, where shown, is in vertical text.
SSSSSSSSSSXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSDSDWWWWEOHUOHUOHUOHUSDWSDSSSSSSWWWDSXXXXXXXXXX
X
X X X XWWWWWW
1514SD #3, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 6+88.03, 0.00'STA. 6+87.47, 0.97' LCOR STD. PLAN 201.00EXIST. SD #1, TYPE I CBSTA. 0+00.00, 0.00'COR FACILITY ID: 114635SD #2A, TYPE I CBw/ SOLID LOCKING LID& CHANNELIZED BOTTOMSTA. 6+37.14, 0.00'STA. 6+37.04, 0.63' RCOR STD. PLAN 200.00SD #2, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 0+49.45, 0.00'STA. 0+49.45, 3.56' LCOR STD. PLAN 201.00SD #1, TYPE I CBw/ SOLID LOCKING LIDSTA. 0+34.45, 0.00'STA. 0+31.02, 0.74' LSDSDSDSDSDSDSDSDSDSDSD2040608010012014016018020022020406080100120140160180200220SD #3, TYPE II-48 CB
w/ SOLID LOCKING LID
STA. 6+88.03, 0.00'
RIM = 216.32
I.E. 12" IN (N) = 207.47
I.E. 6" IN (N) = 207.47
I.E. 12" OUT (SW) = 207.47BEGIN PIPE BENDAND BURY PIPE AT SURFACE.STA. 0+83, IE = 66.1±DAYLIGHT PIPE TO SURFACE.
IE = 202.5±, STA. 6+11.49
51 LF 12"PVC @ 6.80%26 LF 12"HDPE SDR-11 @ 5.04%50.0%134 LF 12"PVC @ 5.62%12.4%18.6%22.7%34.8%32.6%25.2%23.5%31.1%
3
8
.
5%26.4%19.5%14.0%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 PER CORSTD. PLAN 221.20, TYP.PIPE ANCHORS 10' O.C.VERTICAL SPACING PER CORSTD. PLAN 221.20, TYP.I.E. 12" OUT (N) = 55.24I.E. 12" IN (S) = 54.84SD #1, TYPE I CBCONNECT TO EXISTINGCITY OF RENTON STORMAT EXIST. 12" CULVERTSTA. 0+34.45, 0.00'RIM = 58.47I.E. 12" IN (E) = 55.24
32
.4%
SD #2, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 0+49.45, 0.00'RIM = 62.28I.E. 18" IN (E) = 53.04I.E. 12" OUT (W) = 56.0415 LF 12"PVC @ 5.33%34 LF 12"D.I. @ 1.29%3
8
.
3%
SD #2A, TYPE I CB
w/ SOLID LOCKING LID
& CHANNELIZED BOTTOM
STA. 6+37.14, 0.00'
RIM = 206.24
I.E. 12" IN (NE) = 204.00
I.E. 12" OUT (W) = 204.00
DETENTION VAULT312.35%2.67%58.22 55.5755.5762.29 52.7855.97
206.65
204.14
204.14 6.22%215.71
207.31
208.46
207.31
5.83%STA. 6+87.47, 0.97' LT.
STA. 6+37.04, 0.63' RT.
STA. 0+49.45, 3.56' LT.STA. 0+31.02, 0.74' L
EXIST
.
8
'
SS0+000+400+801+201+602+002+402+803+203+604+004+404+805+205+606+006+406+807+207+608+008+4057.860.265.872.681.493.6106.7119.1129.2
140.1
154.8
168.2
181.7
189.2
195.7
200.8
206.0
214.6
222.9
225.3
227.8
230.0
57.8560.2465.7772.6181.4293.62106.65119.15129.24
140.15
154.82
168.21
181.65
189.21
195.69
200.78
206.01
214.57
222.95
225.31
227.82
230.02 CITY OF NEWCASTLECITY OF RENTONCITY OF NEWCASTLECITY OF RENTON60' ROWFLOW CONTROL STRUCTUREI.E. 12" OUT = 214.25SEE SHT. SD-2 FOR DETAIL.0120802040SCALE: 1" = 40'STORM DRAIN OUTFALL PROFILESCALE: 1" = 40' H 1" = 20' VDAYLIGHT PIPETO SURFACE@ STA. 6+11.49IE = 202.5±END PIPE ON SURFACE AND BURYUNDERGROUND @ STA. 0+83, IE = 66.1±570 LF 12" HDPE SDR-11 PIPEON SURFACE. PIPE INSTALLEDBETWEEN CLEARING LIMITS TOAVOID TREES.SE 80TH STREET(UNIMPROVED)SIGNED "NE 43rd STREET" IN RENTON110TH AVENUE NELINCOLN AVE.NE112TH AVENUE NE(UNIMPROVED ROW)SE 80TH STREET(UNIMPROVED ROW)570 LF 12" HDPE SDR-11 PIPEON EXISTING GRADE, TYP.CONNECT TO EXISTING CITY OF RENTONSTORM AT EXIST. 12" CULVERT, SEEPROFILE BELOW FOR DETAIL.INSTALL HIGH VISIBILITYRIBBON ALONG EXISTINGCLEARING LIMITS, TYP.INSTALL INLET PROTECTION ONEXISTING CATCH BASINS WITHIN200' OF PROJECT PER COR STD.PLAN 216.20 OR 216.30 (TYP.)SLIDE 7.5' LENGTH OF 12" HDPE SDR-11 PIPEINTO 10' LENGTH OF 18" HDPE SDR-11 PIPE@ STA. 0+98, IE = 68.2±PIPE ANCHORS 10' O.C.VERTICAL SPACING PERCOR STD. PLAN 221.20.SEE SHT. D-712" HDPE SDR-1118" HDPE SDR-1115' LF7.5' LFSLIDE 7.5' LENGTH OF 12" PIPEINTO 15' LENGTH OF 18" PIPE.SLEEVE CONNECTION & SUMP DETAILNTSBURY PIPE AT END OFSLEEVE PER PLAN.12" N-12OUT18" HDPESDR-11 INIE 18" IN = 53.04IE 12" IN = 56.04SD #2TYPE II-48 CATCH BASINW/ SOLID LOCKING LIDCOR STD. PLAN 201.0024" MIN.36"(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'SRECOMMENDATIONSCITY OF NEWCASTLECITY OF RENTONSS/SD CROSSINGN: 196721.83E: 1304420.22TOP 8" SS = 50.64'BOT. 18" SD = 54.92'VERT. SEP. = 4.28'SS MH/SD PIPEHOR. SEP. = 3.09'INSTALL SILT FENCE WHEREUNDERGROUND STORMINSTALLATION TAKESPLACE PER COR STD. PLAN214.00 OR 214.10 (TYP.)SILT FENCE (TYP.)DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSRHODODENDRON RIDGE STORM DRAIN CONNECTION
RHODODENDRON RIDGE STORM DRAIN CONNECTION SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONM:\ACAD\SURVEY\14\14134\AS-BUILTS\COR As-builts\14134H03.dwg11/24/2020LNBPF, SPSPKJGBPF, KJG27197711/24/20Know what'sbelow.before you dig.CallRRHODODENDRON RIDGEERP PLAN SETiCAP RHODY RIDGE, LLCJOB NO. 14134PR17-000348 C17-003201
TED-40-3966
OFF-SITE STORM DRAIN OUTFALL36SD-31" = 40'R-396603SD-3
SS/SD CROSSINGN: 196726.50E: 1305037.53TOP 8" SS = 203.62'BOT. 12" SD = 205.91'VERT. SEP. = 3.29'ALL RETAINED TREES MUSTHAVE TREE PROTECTION PERCITY OF NEWCASTLE PUBLICWORKS STANDARDS.NOTES:1.THE WORK SHOWN ON THIS PLAN INCLUDES WORKLOCATED IN THE CITY OF NEWCASTLE AS PART OFNEWCASTLE PERMIT ERP17-009. WORK WITHIN THECITY OF NEWCASTLE SHOWN ON THIS PLAN ISINCLUDED FOR REFERENCE ONLY. PLANS APPROVEDBY THE CITY OF NEWCASTLE SHOULD BE USED FORIMPROVEMENTS IN THE CITY OF NEWCASTLE.2.ALL STORM DRAIN PIPES MARKED AS "SD" ARE TO BEBUILT USING ALLOWABLE MATERIALS AS OUTLINED INWSDOT/APWA STANDARD SPECIFICATIONS 7-02, 7-03AND 7-04. ALLOWABLE MATERIAL TO BE DETERMINEDAT THE TIME OF CONSTRUCTION UNLESS SPECIFIEDOTHERWISE.50 LF 18" HDPESDR-11 PIPE50 LF 18" HDPESDR-11 PIPE15 LF 12" PVC PIPE34 LF 12" D.I. PIPE51 LF 12" PVC PIPE134 LF 12" PVC PIPE26 LF 12" HDPE SDR-11 PIPEEXISTING 8"SANITARY SEWERPROPOSED 8"SANITARY SEWERCONSTRUCTION RECORD DRAWING31215.12Construction Record DrawingTHIS RECORD DRAWING PLAN SET IS INTENDED TO PROVIDEAS-CONSTRUCTED INFORMATION FOR FEATURES DESIGNED ANDCONSTRUCTED PER THE CIVIL DESIGN PLANS. AS-BUILT INFORMATIONHAS BEEN OBTAINED FROM CONTRACTOR REDLINES AND NOTES, ANDA FIELD SURVEY CONDUCTED SUBSEQUENT TO THE FINALCONSTRUCTION OF THE SUBJECT FACILITIES.GOLDSMITH IS CONFIDENT THAT ALL AS-BUILT INFORMATION ISCORRECT AS SHOWN, HOWEVER GOLDSMITH CAN ONLY BE DIRECTLYRESPONSIBLE FOR THE AS-BUILT INFORMATION SHOWN HEREON ASSURVEYED IN THE FIELD.ALL AS-BUILT DATA SHOWN ON THESE PLANS IS IN SLANTED TEXT. Design information, where shown, is in vertical text.(PER CITY OF RENTONCONDITION 3 SHT. SD-1)PIPE SHALL BE KEYED IN BY AMINIMUM OF 1 FOOT SO THATTHE PIPE IS NOT VISABLE FROMTHE SURFACE.(PER CITY OF RENTONCONDITION 3 SHT. SD-1)PIPE SHALL BE KEYED IN BY AMINIMUM OF 1 FOOT SO THATTHE PIPE IS NOT VISABLE FROMTHE SURFACE.558DESIGN HDPEPIPE LOCATIONAS-BUILT HDPEPIPE LOCATIONAS-BUILT HDPEPIPE LOCATIONDESIGN HDPEPIPE LOCATION558
1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLANREVIEW SECTION AND THE APPLICANT.3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTONMUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONSFOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THEAMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OFRENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THEAPPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR,OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS.ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOTCONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATERCONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATERDRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS,WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANSWILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKSDEPARTMENT, SURFACE WATER UTILITY SECTION.5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS.6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED,UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.7.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALLCONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK.EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESEAPPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OFPLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATERDESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATERFACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED ANDCOMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORMDRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OFRENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BERESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATIONSTANDARDS.13.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TOCLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILYMAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FORON-SITE EROSION HAS PASSED.14.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATIONPRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESSOTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATERUTILITY SECTION.15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPAREDFOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTONSTANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALLINCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THEFOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIREDBEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPEWILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDINGSHALL BE APWA CLASS “C”, WITH THE EXCEPTION OF PVC PIPE.16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1OR BETTER INSIDE AND OUTSIDE.17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVESOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENTRETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES.19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALLBE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OFTHE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTIONOF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCKPLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWINGSPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; ANDLESS THAN 2 INCH ROCK / 10 - 20% PASSING.21.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THESTORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER ORSURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIEDAS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITYUPON COMPLETION.22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTSSHALL CONFORM TO THE FOLLOWING:A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THELOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINSNECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACHOUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVEDSTORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4"STAKE MARKEDC."STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BEVISIBLE, AND BE SECURED TO THE STAKE.D.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED INCHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC,THE PIPE SHALL BE PLACED INE.A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.F.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNEDTO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.G.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THELOCATIONS OF ALL STUB-OUTH.CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,TELEPHONE, TELEVISION).I.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BYTHE LOT HOME OWNER.J.STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS,EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES,PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR ACHECK VALVE.23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OFTHE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THEEXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THEMOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TOMAINTAIN THE MOISTURE CAPACITY.24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TOCONSTRUCTION PERMIT ISSUANCE.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTONDOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/ORLIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THECITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPERFUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURINGCONSTRUCTION.26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDEDACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANYWORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMALTRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLICWORKS EPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THEWSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLYWITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL ANDAQUIFER PROTECTION REGULATIONS (RMC 4-3-050).EROSION CONTROL NOTES:1.THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, ANDTRANSPORTATION PLANS:2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON,PUBLIC WORKS DESIGN ENGINEER.3.THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLYFLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATERDESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARINGLIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OFCONSTRUCTION.4.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OFTHE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALLPAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.5.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ORCONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALLEROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ORCONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT ANDADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.6.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEETANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALLANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROLON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TOADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVEMINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.7.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGEDESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.8.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON(OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELYSTABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).9.WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BEAPPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.11.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESCFACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING ASTORM EVENT.13.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS ANDCONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THEDOWNSTREAM SYSTEM.14.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH,SODDING OR PLASTIC COVERING.15.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARYEROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELYAS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEETABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.16.PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDEDIN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. ASKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FORREVIEW.17.ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE.SURFACE STANDARD PLAN NOTES:DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSRHODODENDRON RIDGE STORM DRAIN CONNECTION
RHODODENDRON RIDGE STORM DRAIN CONNECTION SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONM:\ACAD\SURVEY\14\14134\AS-BUILTS\COR As-builts\14134D09.dwg11/24/2020LNBPF, SPSPKJGBPF, KJG27197711/24/20Know what'sbelow.before you dig.CallRRHODODENDRON RIDGEERP PLAN SETiCAP RHODY RIDGE, LLCJOB NO. 14134PR17-000348 C17-003201
TED-40-3966
46D-6NTSD-6
CONSTRUCTION RECORD DRAWINGCITY OF RENTON - SURFACE AND EROSIONCONTROL STANDARD NOTESConstruction Record DrawingTHIS RECORD DRAWING PLAN SET IS INTENDED TO PROVIDEAS-CONSTRUCTED INFORMATION FOR FEATURES DESIGNED ANDCONSTRUCTED PER THE CIVIL DESIGN PLANS. AS-BUILT INFORMATIONHAS BEEN OBTAINED FROM CONTRACTOR REDLINES AND NOTES, ANDA FIELD SURVEY CONDUCTED SUBSEQUENT TO THE FINALCONSTRUCTION OF THE SUBJECT FACILITIES.GOLDSMITH IS CONFIDENT THAT ALL AS-BUILT INFORMATION ISCORRECT AS SHOWN, HOWEVER GOLDSMITH CAN ONLY BE DIRECTLYRESPONSIBLE FOR THE AS-BUILT INFORMATION SHOWN HEREON ASSURVEYED IN THE FIELD.ALL AS-BUILT DATA SHOWN ON THESE PLANS IS IN SLANTED TEXT. Design information, where shown, is in vertical text.
CITY OF RENTON - STORM DRAINAGE DETAILS56D-7NTSD-7
DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSRHODODENDRON RIDGE STORM DRAIN CONNECTION
RHODODENDRON RIDGE STORM DRAIN CONNECTION SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONM:\ACAD\SURVEY\14\14134\AS-BUILTS\COR As-builts\14134D10.dwg11/24/2020LNBPF, SPSPKJGBPF, KJG27197711/24/20Know what'sbelow.before you dig.CallRRHODODENDRON RIDGEERP PLAN SETiCAP RHODY RIDGE, LLCJOB NO. 14134PR17-000348 C17-003201
TED-40-3966CONSTRUCTION RECORD DRAWINGConstruction Record DrawingTHIS RECORD DRAWING PLAN SET IS INTENDED TO PROVIDEAS-CONSTRUCTED INFORMATION FOR FEATURES DESIGNED ANDCONSTRUCTED PER THE CIVIL DESIGN PLANS. AS-BUILT INFORMATIONHAS BEEN OBTAINED FROM CONTRACTOR REDLINES AND NOTES, ANDA FIELD SURVEY CONDUCTED SUBSEQUENT TO THE FINALCONSTRUCTION OF THE SUBJECT FACILITIES.GOLDSMITH IS CONFIDENT THAT ALL AS-BUILT INFORMATION ISCORRECT AS SHOWN, HOWEVER GOLDSMITH CAN ONLY BE DIRECTLYRESPONSIBLE FOR THE AS-BUILT INFORMATION SHOWN HEREON ASSURVEYED IN THE FIELD.ALL AS-BUILT DATA SHOWN ON THESE PLANS IS IN SLANTED TEXT. Design information, where shown, is in vertical text.
CITY OF RENTON - STORM DRAINAGE DETAILS66D-8NTSD-8
DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSRHODODENDRON RIDGE STORM DRAIN CONNECTION
RHODODENDRON RIDGE STORM DRAIN CONNECTION SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONM:\ACAD\SURVEY\14\14134\AS-BUILTS\COR As-builts\14134D11.dwg11/24/2020LNBPF, SPSPKJGBPF, KJG27197711/24/20Know what'sbelow.before you dig.CallRRHODODENDRON RIDGEERP PLAN SETiCAP RHODY RIDGE, LLCJOB NO. 14134PR17-000348 C17-003201
TED-40-3966
CONSTRUCTIONRECORD DRAWINGConstruction Record DrawingTHIS RECORD DRAWING PLAN SET IS INTENDED TO PROVIDEAS-CONSTRUCTED INFORMATION FOR FEATURES DESIGNED ANDCONSTRUCTED PER THE CIVIL DESIGN PLANS. AS-BUILT INFORMATIONHAS BEEN OBTAINED FROM CONTRACTOR REDLINES AND NOTES, ANDA FIELD SURVEY CONDUCTED SUBSEQUENT TO THE FINALCONSTRUCTION OF THE SUBJECT FACILITIES.GOLDSMITH IS CONFIDENT THAT ALL AS-BUILT INFORMATION ISCORRECT AS SHOWN, HOWEVER GOLDSMITH CAN ONLY BE DIRECTLYRESPONSIBLE FOR THE AS-BUILT INFORMATION SHOWN HEREON ASSURVEYED IN THE FIELD.ALL AS-BUILT DATA SHOWN ON THESE PLANS IS IN SLANTED TEXT. Design information, where shown, is in vertical text.