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HomeMy WebLinkAboutP_Site_Color_210420_v1OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOH W OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW1201301351401451501151201251201 2 5 115 12010 FT MIN,SEE NOTE 310 FT MIN,SEE NOTE 3TSHE THPL THPL SITE 1 - SITE PLANC3.019PROFESSIONAL ENGI N E ERREGISTERED STA T E OF WASHINGTON29434M ARK EWBANK75% DESIGN - NOT FOR CONSTRUCTIONO:\proj\Y2018\18-06779-000\CAD\Dwg\Public meeting site plan\Site-Pub meeting.dwg | 3/10/2021 10:38 AM | Eric MarshallINCORPORATE CITY COMMENTS ON PREVIOUS 75% SUBMITTALCPMME07/17/20201FEBRUARY 202118-06779-001MADSEN CREEK FLOODINGIMPROVEMENT PROJECTORIGINATED BY: / DATE:CHECKED BY: / DATE:BACK-CHECKED BY: / DATE:///CORRECTED BY: / DATE:VERIFIED BY: / DATE://Know what's below.Call before you dig.®22DRAFTJ. WAGGONERR. GLEASON-AS NOTEDJ. WAGGONERR. GLEASONM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH © 2018 Herrera Environmental Consultants, Inc. All rights reserved.DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATESEDIMENT BASINMADSEN CREEK LOWFLOW CHANNELMAD S E N C R E E K HIG H F L O W B Y P A S SEX CONCRETE BOXCULVERT (11.8' x 3.0')EX HIGH FLOW BYPASS WEIR (~118 FT)10010201"=10'WONDERLAND ESTATESINSTALL RISER TO MATCH PROPOSED GRADEPER CITY OF RENTON STANDARD DETAIL 400.1EX RIM = 124.37 FTPROP RIM = 126.00 FTEXISTING GRAVEL ACCESS ROADGRAVEL ACCESS ROAD ON BERM, SEE SECTION C/C4.10EXISTING GRAVEL ACCESS ROADNOTES:1.SEE ARMORED SPILLWAY SECTION, SHEET C4.10, FORSUBSURFACE TREATMENTS.2.KEY NEW SPILLWAY RIPRAP INTO EXISTING RIPRAP IN BOTTOM OFDOWNSTREAM CHANNEL.3.GRADING FOR BERM EMBANKMENT AND ACCESS ROAD TO TIE INTOEXISTING GRADES AT ENDS OF OF PROJECT WHERE NOTED.HOWEVER, EXISTING ACCESS ROAD DOES NOT MEET CURRENTWIDTH STANDARDS IN ALL LOCATIONS.GRAVEL ACCESS ROAD ON BERM, SEE SECTION C/C4.10GENERAL NOTES:1.SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND.SPILLWAY WITH SPILLWAYROCK MIX, SEE SECTION A/C4.10SEE NOTE 3SEE NOTE 3SEE NOTE 3TIE INTO EXISTING GRADES ON GRAVEL ROADPROJECT LIMITS 100Y 100Y 100Y 100YOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW110110110110 1050+001+002+003+004+00L2L1L3L4L5L6XXXXXXXTSHETSHEALRUALRUALRUTHPLPSMEPSMEPSMEALRU100Y 100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y 100Y 100Y100Y100Y100Y100Y100Y100Y 100Y 100Y 100Y 100YOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHWOHW4+005+006+007+007+25L8L7L10L9XXXXXXXXXPROFESSIONAL ENGI N E ERREGISTERED STA T E OF WASHINGTON29434M ARK EWBANK75% DESIGN - NOT FOR CONSTRUCTIONO:\proj\Y2018\18-06779-000\CAD\Dwg\Public meeting site plan\Site-Pub meeting.dwg | 3/10/2021 10:39 AM | Eric MarshallINCORPORATE CITY COMMENTS ON PREVIOUS 75% SUBMITTALCPMME07/17/20201FEBRUARY 202118-06779-001MADSEN CREEK FLOODINGIMPROVEMENT PROJECTORIGINATED BY: / DATE:CHECKED BY: / DATE:BACK-CHECKED BY: / DATE:///CORRECTED BY: / DATE:VERIFIED BY: / DATE://Know what's below.Call before you dig.®22DRAFTJ. WAGGONERR. GLEASON-AS NOTEDJ. WAGGONERR. GLEASONM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH © 2018 Herrera Environmental Consultants, Inc. All rights reserved.DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATESITE 2 - SITE PLANC3.101020020401"=20'MADSEN CREEKHIGH FLOW BYPASS CHANNELMATCHLINE - SEE BELOW WONDERLAND ESTATESNOTES:1.STOCKPILE SUITABLE DREDGED MATERIAL FOR REUSE IN BERM.2.SEE SHEET C4.01 FOR HORIZONTAL CONTROL.3.TREES SHOWN IN APPROXIMATE LOCATION.4.CONNECT NEW FENCE AT NORTH AND SOUTH ENDS TO EXISTINGFENCE USING A NEW PULL POST.EXISTING GRAVEL ACCESS ROADCHANNEL DREDGING AND WIDENING (500 LF)GENERAL NOTES:1.SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND.PROJECT LIMITSINSTALL NEW FENCE ALIGNED WITHEASEMENT BOUNDARY, CHAIN LINK TYPE 3PER WSDOT STD PLAN L-20.10-03, SEE NOTE 4MATCHLINE - SEE ABOVE LOW FLOW CHANNELEX CONCRETE BOX CULVERTFOR LOW FLOW CHANNELEX CONCRETE BOXCULVERT UNDER SR 169ELEVATE EXISTING FLOOD CONTROLBERM (430 LF), BERM EMBANKMENT FILLPER SECTION 9-03.16 OF THE SPECIAL PROVISIONSPROJECT LIMITSCHANNEL DREDGING AND WIDENING (500 LF)INSTALL NEW FENCE ALIGNED WITHEASEMENT BOUNDARY, CHAIN LINK TYPE 3PER WSDOT STD PLAN L-20.10-03, SEE NOTE 4MAPLE VALLEY HWY 100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y 100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y/ / / / / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /X X X 1000+00 1+001+25102102103103L23 L27C1PROFESSIONAL ENGI N E ERREGISTERED STA T E OF WASHINGTON29434M ARK EWBANK75% DESIGN - NOT FOR CONSTRUCTIONO:\proj\Y2018\18-06779-000\CAD\Dwg\Public meeting site plan\Site-Pub meeting.dwg | 3/10/2021 10:39 AM | Eric MarshallINCORPORATE CITY COMMENTS ON PREVIOUS 75% SUBMITTALCPMME07/17/20201FEBRUARY 202118-06779-001MADSEN CREEK FLOODINGIMPROVEMENT PROJECTORIGINATED BY: / DATE:CHECKED BY: / DATE:BACK-CHECKED BY: / DATE:///CORRECTED BY: / DATE:VERIFIED BY: / DATE://Know what's below.Call before you dig.®22DRAFTJ. WAGGONERR. GLEASON-AS NOTEDJ. WAGGONERR. GLEASONM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH © 2018 Herrera Environmental Consultants, Inc. All rights reserved.DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATESITE 3 - SITE PLANC3.201210010201"=10'NEW LEFT BANK BERM(215 LF)WONDERLAND ESTATESPAVED PARKING AND DRIVEWAY AREAEX CULVERTMADSEN CREEKINSTALL RISER TO MATCH PROPOSED GRADEPER CITY OF RENTON STANDARD DETAIL 400.1CURB AT EDGE OF PAVEMENTNOTES:1.CLEAR AND GRUB EXISTING VEGETATION WITHIN ACCESSCORRIDORS AND BERM FOOTPRINT AREA.2.PROTECT EXISTING VEGETATION OUTSIDE PROJECT LIMITS.3.SEE SHEET C4.01 FOR HORIZONTAL CONTROL.4.PRIVATE PROPERTY FRONT YARD AREA. ABSOLUTELY NO STAGINGOR CONSTRUCTION ACTIVITY BEYOND PROJECT LIMITS AS SHOWNWITHOUT APPROVAL OF THE ENGINEER.EXISTING TELEPHONE POLE (EXISTINGGUY WIRE TO BE RELOCATED BY OTHERS)SEE NOTE 4WETLANDPROJECT LIMITSALIGN NORTHERN END OF BERMTO PROTECT TALL SHRUBSCONCRETE MASONRY UNIT WALLWITH MORTARED SEAMSEXISTING ARBORVITAE HEDGETIE INTO HIGH GROUND BYCREEK CULVERT OUTLETTIE INTO BERMMAPLE VALLEY HWY 100Y100Y100Y100Y100Y100 Y 100 Y 100 Y 100Y 100Y 100Y 100Y 100Y 100Y100Y100Y100Y100YPARCEL NO.23230590701001001001000+001+001+19 100101101100100101101L28L29L30L31PROFESSIONAL ENGI N E ERREGISTERED STA T E OF WASHINGTON29434M ARK EWBANK75% DESIGN - NOT FOR CONSTRUCTIONO:\proj\Y2018\18-06779-000\CAD\Dwg\Public meeting site plan\Site-Pub meeting.dwg | 3/10/2021 10:39 AM | Eric MarshallINCORPORATE CITY COMMENTS ON PREVIOUS 75% SUBMITTALCPMME07/17/20201FEBRUARY 202118-06779-001MADSEN CREEK FLOODINGIMPROVEMENT PROJECTORIGINATED BY: / DATE:CHECKED BY: / DATE:BACK-CHECKED BY: / DATE:///CORRECTED BY: / DATE:VERIFIED BY: / DATE://Know what's below.Call before you dig.®22DRAFTJ. WAGGONERR. GLEASON-AS NOTEDJ. WAGGONERR. GLEASONM. EWBANKAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLY DRAWN:CHECKED:APPROVED:DATE:PROJECT NO:ONE INCH © 2018 Herrera Environmental Consultants, Inc. All rights reserved.DESIGNED:DESIGNED:DESIGNED:SCALE:DRAWN:DRAWING NO:SHEET NO: OFNo.REVISIONBYAPP'DDATESITE 4 - SITE PLANC3.301310010201"=10'NEW RIGHT BANK BERM(115 LF)REINFORCE EXISTING WOOD BRIDGE WITHSTEEL PLATE DURING CONSTRUCTIONMADSEN CREEKEX CONCRETE CULVERTEX DRIVEWAYKING COUNTYCITY OF RENTONNOTES:1.SEE SHEET C4.01 FOR HORIZONTAL CONTROL.2.PRIVATE PROPERTY FRONT YARD AREA. ABSOLUTELY NO STAGINGOR CONSTRUCTION ACTIVITY BEYOND PROJECT LIMITS AS SHOWNWITHOUT APPROVAL OF THE ENGINEER.SEE NOTE 2149TH AVE SE PROJECT LIMITSCRITICAL AREAS BUFFERGENERAL NOTES:1.SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND.MAPLE VALLEY HWY