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HomeMy WebLinkAboutRFI 001 - Roundabout Existing Type 2 Catch Basin Relocation Supporting DocumentsDEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022WATER UTILITY ABDOUL GAFOUR 11/4/22TRANSPORTATION OPERATIONCBarnes 11/09/20220000C\JC\JoCMCMxPAVING LIMITS STA= ”R” 51 + 57.45 Offs^=(J).pOXC/D X^ CO oiooxj-NOTES:"03, *kX/I3oxQREMOVE EXISTING CURB, CURB AND GUTTER, SIDEWALK, ASPHALT PAVEMENT, BASE COURSE, AND OTHER SURFACINGS AS REQUIRED TO CONSTRUCT ROADWAY IMPROVEMENTS AS SHOWN.1.xDCLDI-xgxLOcCDCDCOO •- IU3XX3-12. COORDINATE WITH CITY FOR SALVAGING OF MATERIALS. SALVAGE SIGNS, STEEL POSTS, RIMS/GRATES AND DELIVER TO CITY AS DIRECTED.3-xxCDCOooICOX3go?XI cCDCMi aoXCMlx33. SEE RESPECTIVE DRAWING SHEETS FOR LIGHTING, SIGNING AND STRIPING PLANS.kfXoOXcoOCO-0OixXCH^jWxNCDCDX33CD<xxCOXgcoUGPx ■oUGPxLEGEND<x*1 c/io■in i.Xo■Wx ffl+CM0LxJ3<LOxACP GRIND/INLAY (SEE CONSTRUCTION NOTE 2)X015CO§tVELCDx3 1COxCDxACP GRIND/INLAY (SEE CONSTRUCTION NOTE 3)OCO3 X -> COx2COoCOCD•<tCMX■a.£\Oil-full DEPTH PAVEMENT RECONSTRUCTION (SEE NOTE CONSTRUCTION NOTE 1)fe<0o\x*120oVCoco<_gx5CO90- vwSAWCUT LINE4 x—mCM©(©11©,-A<.CM•s*21{12rj;DxSDx.©: •GRA5-V*OLoX214,-vj.<523■12 V-UGTx—§54+ UGTxUGTxUGTxUGTx/UGTxUGTx4"UGTxUGTxxUGTx26©UGTxUGTx11UGTxJGTxx- J?*1r®IJGRxI□X9\^G■aFOx FOx£QxEQxFOx FOxXFOx-------FOxFOx%FOx FOx FOx —FOxwxH1613 h49X20X21m10•X-1■0.&DITCHDITCHDITCH DITCHDITCH14^7— DITCHDITCHSSxDITChSic- SSx- ryx3:FOfpSxSS)cSSxSSx FOSSx FO( 2lV\SSx F+Dx -UGPxSSx petr - UGPxSSx FOxSSxFOx SSx FOxSSx FOx - SSx fox'IQ* —SSxFOx I- UGPx--oFOx21*FOx, • * • YK^- o SDx--- >SDx.sSSxFOxFOx-y-SSxUGPx- SSxUGPx , — S-D)jUGPxUGPxUGF SDxiGfcLiUGPxUGPx SDxSSxUGPxX V -1-UGPxUGPxSSxSDxSSx.X4SDxo-SDx-SBx-SSxSDx-qnv -, . UU A.SDxoSSx --SDxSDx-■SDx-SQx--SOxSDx SDxSSxSSx(—LSSxSSx|\XX7T X"•:Xgv5 X12 )>xFOFOxFOxFOxFOxFOx FOxFOxFOxFOxFOxFOxFOx• FOx FOx;Ox FOx •FOx FOxFOxFOx . ...... F( 1FOx —3FOXFOxFOxFOxFOXFOx FOxFOxFOX.FOx FOx,FOx1310XV.24oomv.m H;; ;STF3g,■a//*SW 16TH ST.V.7.7..DALOX-071I1/o13$0014+00CM181/312+01A1+007L±10+0010XXX X-©3©Om9+00iT.v.'ffl.v;g415oIGvXvX::jsgi27s:77O;31GxGxAGxGxGx©Gx'GxGxA+AVtNBxLtMTTS -STA= ”16 th” 13+61.51 0ffset=0.00GxGx ................. GxGx-CMPAVINC I IMITS STA= ”16th” 9+01.81- tTff§§t=0.00GxGx5J18XV©v1218XXCMX7.7.7.(3Qx(f)Gx22GxGxGxGxGxGxDCGxGx Gx gjXGxGx,GxGx2112bX,/M6:v+x•vxvx;++WxcIfl/XWxWxWx0.WxWx21WxWxWxWxWxCLW:Wx Wx WxvWx—r wxrxWxWxWx WxWxWx WxWxWxWx©os-GxOH&XStTpx"-cGxGxGxGx GxGx GxGx.—“ GxGxGxGxGxlxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxOHPxM'OHPxOHPxOOHPxi’x -11OHPCD- OHPx xOHPx .01 IPxV 11rVFOxTFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOx=-OHPx©VOHPx12€OHPx187OHPxOHPx12-VOHPx\ H9OHPxUGPxvUGPx^MJGPx UGPxUGPx UGPx UGPxUGPxUGPx^UGPxOHPx©OHPxX+O1OHPxOHPx OHPxOHPxVX9(23v511/11A■\i I ill421(~YmSDx>CO4.5QX■CL\i (10■hrn23T8©a.1»I-M.© 12I12CD-VkT925X7IL19CONSTRUCTION NOTES50:tXxo’ .coc §CLl; rS-1-1 uJCONSTRUCT 6.5” HMA (ACP CLASS B) OVER 6” CRUSHED ROCK (AB). SHALL MATCH EXISTING THICKNESS IF GREATER.CONSTRUCT 2” HMA (ACP CLASS B), 2” GRIND/INLAY. CONSTRUCT LEVELING COURSE AS REQUIRED PER GRADING PLAN AND TYPICAL SECTION. CONSTRUCT 5” HMA (ACP CLASS B), 2”GRIND/INLAY AND 3” OVERLAY.CONSTRUCT CEMENT CONCRETE CURB AND GUTTER. SEE CITY OF RENTON STANDARD PLAN 101 FOR DETAILS.CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB. SEE CITY OF RENTON STANDARD PLAN 101 FOR DETAILS.CONSTRUCT ’’CURB 1” ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER (ROLLED CURB), SEE WSD0T STANDARD PLAN F-10.18-02. CONSTRUCT ’’CURB 2” SPLITTER ISLAND ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (ROLLED CURB), SEE WSD0T STANDARD PLAN F-10.18-02. CONSTRUCT PERPENDICULAR RAMP PER WSD0T STANDARD PLAN F-40.15-04.CONSTRUCT PARALLEL RAMP PER WSD0T STANDARD PLAN F-40.12-03.171C3u3 xxX■ X- -■g' ■I2XWxl-G-© Wx3PAVjSlG LUTS STA= ”R"L494fj.96 Offset©.00325o4I CD-I1o+ --X§G>3X500xQ_w6T OxxO35> ffl mUGFfW7MGPxX LifeLg3P)f GIUGP8QX9XOXOwCONSTRUCT 10” THICK CEMENT CONCRETE PAVEMENT OVER 6” AGGREGATE BASE. PLACE #4 REBAR @ 12” O.C. EACH WAY, 3” CLEAR OF AGGREGATE BASE. TIE ALL BARS.10tox<C I §Xc11CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE CITY 0E RENTON STANDARD PLAN 102 AND F007 FOR DETAILS.0.n•fisoQ+e>cng3X~o12CONSTRUCT DETACTABLE WARNING SURFACE PER WSD0T STANDARD PLAN E-45.10-03.XoXO£LC/J13CONSTRUCT CEMENT CONCRETE MONOLITHIC SIDEWALK WITH WALL CONSTRUCT STEEL PIPE HANDRAIL E0R SIDEWALK, SEE CITY 0E RENTON STANDARD PLAN H024.CONSTRUCT CATCH BASIN TYPE 2 (48” DIAMETER) PER CITY OF RENTON STANDARD PLAN 201. RIM = 23.04, IE OUT =15.53 24” RCP, IE IN = 17.17 12” RCP.CONSTRUCT 24” HDPE STORM PIPE. 9 LF, S=0.40% CUT EXISTING HDPE PIPE 1’ MINIMUM FROM EXISTING STRUCTURE. REMOVE STRUCTURE CONNECT TO EXISTING PIPE PER MANUFACTURE’S SPECIFICATIONS.CONSTRUCT 18” HDPE STORM PIPE. 7 LF, S=2.00%. INSTALL DEBRIS BARRIER AT INLET PER CITY OF RENTON STANDARD PLAN 223.ocnXo§I14oXCCNR-422812Q_oQro0153Xr--xXOCO>COoxJ-UIN COMPLIANCE WITH CITY OF RENTON STANDARDS16gCncnc17PRESERVE AND PROTECT EXISTING UTILITY VAULT.WHPaaficgxCoQ_3Q18ADJUST EXISTING WATER STRUCTURE COVER TO GRADE.0■>%]ox3%]XcX>OoCO19XREMOVE EXISTING PEDESTAL AND POLE FOR CAMERA SYSTEM.co13>ONIVI5DIGIT/INXd byiRQijEZ 2022.0^28 fe^S^l-OyOO'41691xAN COMPANY20ADJUST EXISTING MANHOLE TO GRADE. SEE CITY OF RENTON STANDARD PLAN 106.LdJUAIcoto21PRESERVE AND PROTECT EXISTING CATCH BASIN. FEATHER PAVEMENT TO MATCH EXISTING RIM ELEVATION.19201 1 20th Ave NE, Suite 201 Bothell, WA 9801 1 425-951-4800x.r.'P.oX'4/o22ADJUST EXISTING GAS VALVE COVER TO GRADE.5rvwww.NV5.comc\lNoCM<23REMOVE EXISTING SIGN. SEE SIGNING PLANS.oCMODATE:PRESERVE AND PROTECT EXISTING MONUMENT. ADJUST MON. BOX TO GRADE PER CITY OF RENTON STANDARD PLAN H031. NOTIFY CITY IF DISTURBED. RESET MONUMENT AS REQUIRED BY CITY.SURVEYED:SCALE:X)24WHP/NV5VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991SWA2 AMAZON CITY OF RENTONROUNDABOUT - SW 16TH ST/RAYMOND AVE SW ROUNDABOUT CONSTRUCTION PLAN9-27-2022CITY OF RENTON<r = 2o'C%|DESIGNED:oFIELDBOOK:25PRESERVE AND PROTECT TREE. INSTALL ORANGE CONSTRUCTION FENCE AS REQUIRED OR DIRECTED.MTMNC\JaEPAGE:<DRAWN:<26RE-GRADE DRAINAGE DITCH TOWARDS NEW PIPE INLET LOCATION.GMPDRAWING NO:Q_ONE INCHC5.2.127CONSTRUCT CURB AND GUTTER TRANSITION SEE MISCELLANEOUS DETAIL SHEET. FEATHER AC PAVEMENT TO MATCH MANHOLE GRADE.CHECKED:Planning/Building/Public Works Dept.AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLYMTMcn<28PRESERVE AND PROTECT EXISTING SIGN.NO. REVISIONBY DATE APPRAPPROVED:SHEET:OF12 36