Loading...
HomeMy WebLinkAboutContract - Vol 2Award Amount: ________________ Award Date: ________________ Award To: ________________ ________________ ________________ Contract No.: CAGͲ18Ͳ002 N 27th Place Bridge Scour Repair Project Contract Provisions Volume 2 of 2 Federal Aid Number: BHOSͲ1070(010) Project No.: TED4003844 Public Works Department Transportation Division SubmiƩed to: City of Renton Renton City Hall—5th Floor 1055 South Grady Way Renton, Washington 98057 SubmiƩed by: Approved for Bid _______________________ _________ City of Renton Date: Approved for ConstrucƟon _______________________ _________ City of Renton Date: General Bid InformaƟon: Builders Exchange of Washington, Inc. (425) 258Ͳ1303 City Contact: Derek Akesson, PE (425) 430Ͳ7337 Consultant Contact: Greg Banks, PE (206) 431Ͳ2253 33301 Ninth Avenue South, Suite 300 Federal Way, WA 98003 $444,783.22May 7, 2018P.O. Box 68847SB Structures, LLCSeattle, WA 981682/23/20185/2/2018 PUBLIC WORKS DEPARTMENTTRANSPORTATION SYSTEMS DIVISIONVICINITY MAPRENTONNEWCASTLEPROJECT SITEN 27th PLACE BRIDGE SCOUR REPAIR PROJECTFEDERAL AID NUMBER: BHOS-1070(010)LAKE WASHINGTONNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C01.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Feb 27, 2018 1:57 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C01.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT 45120DRAWING NO. DRAWING TITLE1COVER SHEET, VICINITY MAP, & SHEET INDEX2GENERAL NOTES, ABBREVIATIONS, & LEGEND3 EXISTING CONDITIONS AND SURVEY CONTROL4 ALIGNMENT AND RIGHT-OF-WAY PLAN5ROAD CLOSURE AND HAUL ROUTE6 TRAFFIC CONTROL PLAN7SITE PREPARATION & TESC PLAN8CONSTRUCTION STAGING & SEQUENCING PLAN9 SHEET PILE LAYOUT AND GRADING PLAN10 STREAM CHANNEL SECTIONS11 STREAM GRADING EXCAVATED SURFACE12STREAM GRADING ARMORING SURFACE13 STREAM GRADING STREAMBED SURFACE14 SHEET PILING ELEVATION - SHEET 115SHEET PILING ELEVATION - SHEET 216 PROPERTY RESTORATION PLAN17 PAVEMENT RESTORATION PLANSHEET INDEXTED40038441GABBELNBELNGABBHOS-1070(010)2/28/18117COVER SHEET, VICINITY MAP, & SHEET INDEXN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 LEGENDABBREVIATIONSPTFOTVWGOHSDSXXXEXISTINGPROPOSEDOPOPOHWOHWGENERAL NOTES1. ALL CONSTRUCTION SHALL CONFORM TO THE CONTRACT PROVISIONS, INCLUDING THEWASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FORROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, ENGLISH, DATED 2016, AND AMENDMENTS.2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS, SAFETYPRECAUTIONS AND CONSTRUCTION PROCEDURES NECESSARY TO PERFORM THE WORK.3. THE CONTRACTOR SHALL VERIFY ALL PROPOSED DIMENSIONS, MEMBER SIZES AND CONDITIONSPRIOR TO ORDERING, FABRICATING OR COMMENCING ANY WORK. THE CONTRACTOR SHALLNOTIFY THE ENGINEER OF ANY DISCREPANCIES.4. THE CONTRACTOR SHALL COORDINATE WITH SUBCONTRACTORS AND OTHERS TO MAKE THENECESSARY ADJUSTMENTS FOR FIT-UP.5. ALL PLAN DIMENSIONS ARE MEASURED HORIZONTALLY (LEVEL) OR VERTICALLY (PLUMB) UNLESSNOTED OTHERWISE.6. APPROVED PLANS AND RECORD DOCUMENTS: A COPY OF THE APPROVED PLANS AND SPECSSHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THROUGHOUT THE PROGRESSOF THE WORK ON THIS CONTRACT, MAINTAIN AN ACCURATE RECORD OF CHANGES IN THECONTRACT DOCUMENTS. UPON COMPLETION OF THIS CONTRACT, PROVIDE ONE COMPLETE SETOF RECORD DOCUMENTS TO THE ENGINEER.7. ALL LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS SHOWN HEREIN ARE TAKENFROM UTILITY LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATEWAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHALLBE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL1-800-424-5555.8. ALL REFERENCES MADE TO STANDARD PLANS SHALL BE TO THE WASHINGTON STATEDEPARTMENT OF TRANSPORTATION STANDARD PLANS AND THE CITY OF RENTON STANDARDPLANS, INCLUDED IN THE APPENDICES OF THE CONTRACT PROVISIONS.EXISTING RIGHT-OF-WAYEXISTING SIDEWALK & UTILITY EASEMENT2 YEAR WATER ELEVATIONPROPERTY BOUNDARYTEMPORARY CONSTRUCTION EASEMENT BOUNDARYORDINARY HIGH WATER MARKBREAK BETWEEN 2 YEAR WATER SURFACEELEVATION AND ORDINARY HIGH WATER MARKUDUDMONUMENT IN CASEPK NAILCONTROL POINTCATCH BASINSTORM DRAIN MANHOLESEWER MANHOLEPOWER POLEPOWER POLE W/UNDERGROUND CONNECTPOWER VAULT LIDGUY ANCHORJUNCTION BOXSTREET LIGHT (LUMINAIRE)LOT LIGHTTELEPHONE MANHOLETELEPHONE RISERTELEPHONE VAULT LIDTELEPHONE POLEFIBER OPTIC MANHOLEGAS VALVEWATER VALVEWATER METERFIRE HYDRANTIRRIGATION CONTROL VALVEMONITORING WELLSIGNDECIDUOUS TREE, DIAMETER (# OF TRUNKS)CONIFEROUS TREE, DIAMETER (# OFTRUNKS)TREE SNAG/STUMPPAINTED POWERPAINTED TELEPHONEPAINTED FIBER OPTICPAINTED TVPAINTED WATERPAINTED GASOVERHEAD UTILITY LINE(GENERIC)OVERHEAD POWERSTORMSEWERFENCEPAINTED STRIPEPAINTED SKIP STRIPEEDGE OF PAVEMENTEXISTING CONTOURSPROPOSED CONTOURSORDINARY HIGH WATERUNDERDRAINCONCRETEASPHALT/CONCRETECHAINLINKDRIVEWAYDESIGN REQUIREMENTSSTRUCTURAL STEEL AND WELDINGSHEET PILE WALLTHE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES.1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2014, PLUS 2015, 2016 INTERIMREVISIONS.2. WSDOT BRIDGE DESIGN MANUAL (LRFD) DATED JUNE 20161. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 - STRUCTURAL WELDING CODE, DATED2015.2. ALL STRUCTURAL STEEL SHALL COMPLY WITH AASHTO M270 GRADE 50 UNLESS NOTEDOTHERWISE. STRUCTURAL STEEL HSS SECTIONS SHALL COMPLY WITH ASTM A500, GRADE B,FY = 46 KSI, STRUCTURAL STEEL PLATE SHALL COMPLY WITH AASHTO M270 GRADE 36.1. SEE SHEET 8 FOR GENERAL CONSTRUCTION SEQUENCE.2. SHEET PILE WALL START STATION OR END STATION MAY VARY TO ACCOMMODATECONSTRUCTION TOLERANCES.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL RELEVANT UTILITY COMPANIESPRIOR TO INSTALLATION OF SHEET PILING.4.MATERIALSA. SHEET PILE - HOT ROLLED STEEL SECTION CONFORMING TO ASTM A572 GRADE 50 ANDHAVING THE FOLLOWING MINIMUM PROPERTIES:MINIMUM FLANGE THICKNESS: 0.500 INCHESMINIMUM WEB THICKNESS: 0.500 INCHESMINIMUM SECTION MODULUS: 48.5 IN3/FT5. SHEET PILE LAYOUT TO START FROM FACE OF EXISTING MSE WALL.& AND#NUMBERACP ASPHALT CONCRETE PAVEMENTAPPROX APPROXIMATELYASPH ASPHALT@ATAVE AVENUEBK BACKBMP BEST MANAGEMENT PRACTICESBOT BOTTOMBOW BACK OF WALLBRG BEARINGBVCE BEGIN VERTICAL CURVE ELEVATIONBVC BEGIN VERTICAL CURVECB CATCH BASIN℄CENTERLINECDF CONTROLLED DENSITY FILLCL CENTERLINECLR CLEARCONC CONCRETECTR CENTERCY CUBIC YARDSDI DUCTILE IRONDIA DIAMETERDIAM DIAMETERØDIAMETEREEASTEG EXISTING GROUNDEL ELEVATIONELEV ELEVATIONEX EXISTINGEXIST EXISTINGEXP EXPANSIONF/C FACE OF CURBFG FINISH GRADEFOW FRONT OF WALLFT FEETGRAV GRAVELHHEIGHTH HORIZONTALHDPE HIGH DENSITY POLYETHYLENE PIPEHMA HOT MIX ASPHALTHORIZ HORIZONTALHP HIGH POINTHRS HOURSHSS HOLLOW STRUCTURAL SECTIONID INSIDE DIAMETERIE INVERT ELEVATIONIN INCH(ES)INTX INTERSECTIONLLENGTHLBS POUNDSLF LINEAR FEETLN LANELT LEFTLVC LENGTH OF VERTICAL CURVEMH MANHOLEMAX MAXIMUMMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSMJ MECHANICAL JOINTMOD MODIFIEDMSE MECHANICALLY STABILIZED EARTHNNORTHNE NORTHEASTNO NUMBERNTS NOT TO SCALENW NORTHWESTOD OUTSIDE DIAMETEROHW ORDINARY HIGH WATERPPC POINT OF CURVATUREPC PIERCE COUNTYPCC POINT OF COMPOUND CURVATUREPI POINT OF HORIZONTAL INTERSECTION⅊PROPERTY LINEPL PLACE OR PLATEPOC POINT ON CURVEPROP PROPOSEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINT OR POINT OF TANGENCYPVC POLYVINYL CHLORIDE PIPEPVI POINT OF VERTICAL INTERSECTIONQPEAK PEAK FLOWR RADIUS OR RANGERCP REINFORCED CONCRETE PIPEREQ'D REQUIREDR/W RIGHT-OF-WAYROW RIGHT-OF-WAYRT RIGHTSSOUTHSL SLOPESE SOUTHEASTSEC SECTIONSEPT SEPTEMBERSEW STRUCTURAL EARTH WALLSHLDR SHOULDERSIM SIMILARSPEC SPECIFICATIONSS SANITARY SEWERSSMH SANITARY SEWER MANHOLESD STORM DRAINSF SQUARE FOOTST STREETSTA STATIONSTD STANDARDSW SOUTHWESTSWPPP STORMWATER POLLUTIONPREVENTION PLANSYM SYMMETRICALT TOWNSHIP OR TANGENT LENGTHTBD TO BE DETERMINEDTEMP TEMPORARYTESC TEMPORARY EROSION & SEDIMENT CONTROLTHK THICKTOW TOP OF WALLTV TELEVISIONTYP TYPICALUD UNDERDRAINVC VERTICAL CURVEV VERTICALVERT VERTICALWWESTW/ WITHWA WASHINGTONWSDOT WASHINGTON STATE DEPARTMENTOF TRANSPORTATIONWP WORK POINTEARTH PRESSURE TABLE FOR SHEET PILING WALLWALL APPLICABLE RANGEACTIVE EQUIVALENTEARTH PRESSURE (PCF)SEISMIC INCREMENT (PSF)"W1" START OF WALL 1 TO ANGLE POINT A1 43 460H"W1" ANGLE POINT A1 TO ANGLE POINT B1 43 460H"W1" ANGLE POINT B1 TO ANGLE POINT C1 5355H"W1" ANGLE POINT C1 TO ANGLE POINT D1 43 460H"W1" ANGLE POINT D1 TO END OF WALL 1 43 460H"W2" START OF WALL 2 TO ANGLE POINT A2 43 460H"W2" ANGLE POINT A2 TO ANGLE POINT B2 43 460H"W2" ANGLE POINT B2 TO ANGLE POINT C2 53 55H"W2" ANGLE POINT C2 TO END OF WALL 2 43 460HH IS MEASURED FROM CHANNEL EXCAVATION LIMITS FOW TO FINAL GRADE BOWNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C02.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Feb 27, 2018 1:58 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C02.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT 45120TED40038442GABBELNBELNGABBHOS-1070(010)2/28/18217GENERAL NOTES, ABBREVIATIONS, & LEGENDN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 NOTE: FOR "A" LINE DEFINITION, SEE SHEET 4.MONUMENT TABLEMONUMENT # STA "A" OFFSET NORTHING EASTING ELEVATIONM1 8+88.04 0.00' 191323.41 1301788.78 138.94M2 9+93.89 0.00' 191271.52 1301875.51 143.54M3 10+55.24 0.00' 191217.89 1301905.31 147.75M4 11+64.26 0.00' 191164.4 1301994.61 159.67SURVEY NOTES1. PURPOSE OF THIS SURVEY: THIS SURVEY WAS PERFORMED DECEMBER 2016 IN SUPPORT OF A CITY OFRENTON BRIDGE SCOUR REPAIR PROJECT AND IS INTENDED TO BE USED FOR THIS PURPOSE. SPECIFICINFORMATION SHOWN HEREON SHOULD BE VERIFIED AS TO ITS ACCURACY IF THIS SURVEY IS TO BE USEDFOR PURPOSES OTHER THAT WHAT IT WAS INTENDED FOR.2. BASIS OF BEARING: WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83-1991. VARIOUS PUBLICRECORDS WERE USED FOR SECTION BREAKDOWNS AND ROAD CENTERLINES. VERIFICATION OF SECTIONCORNERS AND OTHER MONUMENTS SHOWN ON SAID PUBLIC RECORDS WAS PERFORMED BYCONVENTIONAL AND OR GPS SURVEY METHODS.3. VERTICAL DATUM: NAVD 88EXIST R/WEXIST R/WUTILITIES & SIDEWALK EASEMENTUTILITIES & SIDEWALK EASEMENTLEGEND:EXISTING RIGHT-OF-WAYPROPERTY BOUNDARYEXISTING SIDEWALK & UTILITY EASEMENTWW8" WATERSSSSSDSDSDDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY NO SURVEY10" ALDERNO SURVEYALDER SNAGMONUMENT NUMBERM#NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C03.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Blake.nelson on: Apr 21, 2017 6:23 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C03.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.PLAN1" = 20'feet402020 0scaleTED40038443GABBELNBELNGABBHOS-1070(010)2/28/18317EXISTING CONDITIONS AND SURVEY CONTROLN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 REMAINDERR/W TAKEOWNER NAMETAX PARCEL NO. TOTAL AREA-164450TRCT-78,118 SF 78,118 SF164450TR-B54,022 SF 54,022 SFTEMP CONSTRUCTIONEASEMENTCLOVER CREEK HOMEOWNERS ASSOCIATIONCLOVER CREEK HOMEOWNERS ASSOCIATION6,366 SF3,167 SF0+001+001+507+008+009+0010+0 0 11+0012+0012+64PC 8+88.16PC 10+55.28PT 9+93.92PT 11+64.18STA "A" 12+00N 191163.81, E 1302030.35L=108.90Δ=60.00R=104.00T=60.04S29° 0 3' 5 7 " E 61.36 S89° 03' 47"ES89° 03' 46"ESTA "A" 7+00N 191326.49, E 1301600.76CONSTRUCTIONCL"A" LINESTA "A" 9+89.86=STA "C" 0+72.91S66° 46' 07"W150.00EXIST R/WEXIST R/W21'TYP.21'TYP.10'TYP.10'TYP.UTILITIES & SIDEWALK EASEMENTUTILITIES & SIDEWALK EASEMENTS53° 02' 32"W37.55S01° 51' 53"W90.01N55° 28' 32"E157.05S89° 03' 46"E35.30S89° 03' 46"E55.21S89° 03' 46"E55.21S41° 06' 33"W85.07N01° 51' 53"E90.01S36° 43' 33"W134.25N36° 43' 33"E72.83N89° 03' 46"W128.09N00° 56' 14"E68.73N00° 56' 14"E85.53N00° 56' 11"E85.00CONSTRUCTIONCL"C" LINESTA "A" 6+96.2221.00' RTSTA "A" 7+71.2221.00' RTSTA "A" 7+66.2221.00' LTSTA "A" 8+19.2221.00' LTSTA "A" 8+69.2221.00' LTSTA "A" 9+71.8520.90' LTSTA "A" 10+20.3921.00' RTSTA "A" 10+40.2821.00' LTSTA "A" 10+68.7521.03' RTSTA "A" 10+85.7821.04' RTSTA "A" 11+15.7421.00' RTSTA "A" 11+54.6321.06' RTSTA "A" 12+19.4221.00' LTSTA "A" 11+64.1821.00' LTSTA "A" 12+12.7121.00' RTSTA "A" 7+10.2321.00' LTSTA "A" 9+16.7421.00' LTSTA "A" 9+44.3121.00' LTSTA "C" 0+00N 191303.76, E 1301940.48STA "A" 7+71.2241.00' RTLEGENDEXISTING RIGHT-OF-WAYPROPERTY BOUNDARYEXISTING SIDEWALK & UTILITY EASEMENT20'TYP.STA "A" 10+24.2261.00' RTSTA "A" 8+69.2261.00' RT40'TYP.STA "A" 8+69.2241.00' RTSTA "A" 10+34.7461.00' LTSTA "A" 9+66.2061.00' LTL=105.76T=58.31R=101.000Δ=059°59'49"TEMPORARY CONSTRUCTION EASEMENT BOUNDARYTEMPORARY CONSTRUCTION EASEMENT40'TYP.STA "C" 1+50N 191244.59, E 1301802.64NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C04.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Blake.nelson on: Apr 21, 2017 6:24 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C04.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.PLAN1" = 20'feet402020 0scaleNOTE:FOR MONUMENT DEFINITION, SEE SHEET 3TED40038444GABBELNBELNGABBHOS-1070(010)2/28/18417ALIGNMENT AND RIGHT-OF-WAY PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 12SIGN MOUNTED ONSTAGGERED TYPE IIIBARRIERSIGN MOUNTED ONTYPE III BARRIERLEGEND1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR GUIDANCE ONLY. THE CONTRACTOR ISRESPONSIBLE FOR ALL TRAFFIC CONTROL TO BE SET IN ACCORDANCE WITH THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND TO SUPPORT THEIR ORDER OF WORK.2. MAINTAIN ACCESS TO ALL BUSINESSES AND DRIVEWAYS DURING CONSTRUCTION.TYPE III BARRICADETYPE B HIGH INTENSITY FLASHING WARNING LIGHTSITE ACCESS ROUTEAPPROVED HAUL ROUTERESTRICTED TRUCK ACCESSPOST MOUNTED SIGN3SIGN MOUNTED ONWOOD POSTTRAFFIC CONTROL GENERAL NOTESN 31ST STN 30TH STN 29TH STN 28TH PLN 28TH STBURNETT AVE N PARK AVE N N 26TH STMEADOW AVE N LAKE W AS HI N GT O N BL V D N KENNEWICK PL NE NE 28TH STJONES AVE NE NE 27TH PLPARK AVE N N 26TH STPARK PL NPARK PL NMEADOW PL NN 27TH PLWILLIAMSAVE NKENNYDALECREEKLAKE WASHINGTON405405223PROJECT SITE11SEE SHEET 6FOR TRAFFICCONTROL PLAN///////////////////////////////////////NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C05.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Sep 5, 2017 2:37 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C05.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120PLAN1" = 200'feet400200200 0scale///TED40038445GABBELNBELNGABBHOS-1070(010)2/28/18517ROAD CLOSURE AND HAUL ROUTEN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 SDSDSDSDSDSD8+009+0010+0 0 11+00CONSTRUCTIONCL"A" LINETEMP CONSTRUCTIONEASEMENTEXIST R/WEXIST R/WTEMP CONSTRUCTIONEASEMENTDRIVEWAYDRIVEWAYDRIVEWAYDRIV E W A Y DRIVEWAY NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C06.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Blake.nelson on: Apr 21, 2017 6:24 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C06.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120TRAFFIC CONTROL PLAN1" = 15'feet301515 0scaleSIDEWALK CLOSED SIGN. REMOVE FROM EAST SIDEWALK WHEN OPEN.TYPE III BARRICADE WITH ROAD CLOSED SIGNWORKZONE CLOSED FOR DURATION OF CRANE USE. ROAD CLOSED 24HRS/DAY, 7 DAYS/WEEK.WORKZONE CLOSED FOR DURATION OF CRANE USE. OPEN SIDEWALK ATNIGHT FOR PEDESTRIANS. OPEN SIDEWALK FOR PEDESTRIANS DURING DAYWHEN CRANE NOT WORKING ON EAST SIDE OF ROAD/UPSTREAM SIDE OFCULVERT. USE CANDLESTICKS WITH HIGH VISIBILITY FENCING TO SEPARATEPEDESTRIANS FROM WORK AREA.WORKZONE CLOSED FOR DURATION OF PROJECT. INTENDED FOR PARKINGOF CONTRACTOR VEHICLES/EQUIPMENT. USE CANDLESTICKS TO DELINEATETHE AREA. NO PARKING SIGNS TO BE PLACED IN ADVANCE OFCONSTRUCTION TO WARN NEIGHBORS.SIDEWALK CLOSED FOR DURATION OF PROJECT. INTENDED FORCONTRACTOR USE.LEGENDTED40038446GABBELNBELNGABBHOS-1070(010)2/28/18617TRAFFIC CONTROL PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 SDSDSDSDSDSDIPIPIP210" ALDER20" ALDER8+009+0010+0 0 11+00CONSTRUCTIONCL"A" LINESTA "A" 9+06.9629.76' RTSTA "A" 9+47.3342.73' RTSTA "A" 9+14.6121.55' RTTEMP CONSTRUCTIONEASEMENTEXIST R/WEXIST R/WSTA "A" 9+96.0051.68' RTSTA "A" 9+60.1546.63' RTSTA "A" 9+65.5947.89' RTTEMP CONSTRUCTIONEASEMENTSTA "A" 9+71.5322.61' LTSTA "A" 9+85.2946.68' LTSTA "A" 10+25.5923.32' LTSTA "A" 10+16.3721.98' RTSTA "A" 9+45.3537.16' RTSTA "A" 10+14.9136.28' RTNEXT DOWNSTREAM CATCH BASINSSTA "A" 10+06.3161.00' LTSTA "A" 10+12.6161.00' LT3CGSDSDIP1TESC LEGENDTEMPORARY EROSION CONTROL NOTESCONSTRUCTION NOTESCLEARING AND GRUBBING LIMITSCONSTRUCTION LIMITSEXISTING STORM DRAIN LINESTORM DRAIN INLET PROTECTIONSIGNIFICANT TREE REMOVAL (SEE SPECIAL PROVISIONS FOR TREE REMOVALREQUIREMENTS)TREE LOCATED WITHIN CLEARING AND GRUBBING LIMITS AND REMOVAL ISPART OF CLEARING AND GRUBBINGLIMB TREE AS DIRECTED BY ENGINEER IF NECESSARY FOR CONSTRUCTION1. INSTALL, MAINTAIN, AND REMOVE ALL CONSTRUCTION STORMWATER BMP'S INACCORDANCE WITH THESE PLANS AND IN COMPLIANCE WITH THE 2016 KING COUNTYSURFACE WATER DESIGN MANUAL AS AMENDED BY THE CITY OF RENTON.2. STOCKPILE LOCATIONS SHALL BE AS DETERMINED BY THE CONTRACTOR AND APPROVEDBY THE ENGINEER. EXCAVATED MATERIAL SHALL NOT BE STOCKPILED ON SITE AND SHALLBE HAULED AWAY DAILY.3. FLAG CLEARING LIMITS WITH STAKES AND SURVEY TAPE PRIOR TO CONSTRUCTION.DELINEATE WITH HIGH VISIBILITY SILT FENCE WHERE FEASIBLE.4. COVER EXPOSED AREA WITH CLEAR PLASTIC SHEETING AT THE END OF EACH WORKINGDAY DURING THE WET SEASON AND RAIN EVENTS.5. EXTRA MULCH, SILT FENCE, PLASTIC SHEETING, AND OIL-ABSORBENT MATERIAL SHALL BEONSITE AT ALL TIMES AND USED AS NEEDED. ALL MULCH USED AS A TEMPORARY COVERMEASURE SHALL BE REMOVED PRIOR TO PLACEMENT OF STREAM GRAVEL, SEEDING,AND PLANTING TO ENSURE MAXIMUM SEED-TO-SOIL CONTACT.6. NO SEDIMENT SHALL BE ALLOWED TO ENTER INTO OR BE CONVEYED DOWNSTREAM.7. STAGING AREA SHALL BE SECURED TO CONTAIN ALL CONSTRUCTION MATERIALS, FUEL,OR OTHER HAZARDOUS MATERIALS FROM LEAVING THAT AREA, IN ACCORDANCE WITHAPPROVED SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN.8. RESTORE STAGING, CLEARING, AND DISTURBED AREAS.9. HIGH VISIBILITY SILT FENCE MAY COINCIDE WITH BUT NOT GO BEYOND CLEARING ANDGRUBBING LIMITS.10. CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ALL CATCH BASINS EXPOSED TOSEDIMENT LADEN WATER WITHIN THE PROJECT VICINITY THROUGHOUT THE DURATIONOF CONSTRUCTION.11. INLET PROTECTION SHALL BE INSTALLED AT ADJACENT CATCH BASINS ON N 27TH PLDOWNHILL OF PROJECT LIMITS.12. SILT AND HIGH VISIBILITY FENCE WILL BE PAID BY FORCE ACCOUNT IN BID ITEMEROSION/WATER POLLUTION CONTROL IN ACCORDANCE WITH SECTION 1-09.6 OF THESTANDARD SPECIFICATIONS.23NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C07.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Mar 1, 2018 7:36 AM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C07.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120PLAN1" = 15'feet301515 0scaleTED40038447GABBELNBELNGABBHOS-1070(010)2/28/18717SITE PREPARATION & TESC PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 SECTIONASCALE: 1"=5'10.0020.00NOTE:CAT 304.5 MINI EXCAVATOR SHOWN5.71EXISTINGCULVERTFOOTINGEXISTINGCULVERTOUTLINER3.00EXCAVATOR(BEYOND)778CONSTRUCTION SEQUENCE 1234567891011121314171516CLOSE ROADWAY (SEE SHEET 5 & 6)MOBILIZE CRANE ON ROADWAY ABOVESET-UP TESC, CLEAR AND GRUB, LIMB OR REMOVE TREES AS REQUIRED(PER SHEET 7)INSTALL UPSTREAM SHEET PILESINSTALL TEMPORARY STREAM DIVERSION PIPES & NATIVE WOOD ENERGYDISIPATORINSTALL DOWNSTREAM SHEET PILESINSTALL EQUIPMENT LANDING PLATFORM ABOVE OHW. PRIOR TOINSTALLING LANDING PLATFORM PERFORM LOCALIZED EXCAVATIONREQUIRED TO ACHIEVE WORKABLE SURFACE.LOWER IN MINI EXCAVATOR FROM ROADWAY ABOVEEXCAVATE AND REMOVE MATERIAL VIA SKIP PAN SOUTH OF LANDINGPLATFORM OUTSIDE ORDINARY HIGH WATER, SEE STREAM CHANNELENHANCEMENT PLANS (SEE SHEETS 9 -11)LOWER IN SKID STEER FROM ROADWAY ABOVEEXCAVATE AND REMOVE MATERIAL INSIDE CULVERT TO LIMITS SHOWN INSTREAM CHANNEL ENHANCEMENT PLAN AND SECTIONSREPAIR FOOTING SCOUR AS REQUIRED. SEE STREAM CHANNELENHANCEMENT PLANS AND SECTIONS (SEE SHEET 9 & 10)INSTALL PROPOSED CULVERT CREEK ARMORING SECTION. SEE STREAMCHANNEL ENHANCEMENT PLANS AND SECTIONS (SEE SHEETS 11 - 13)REMOVE MINI EXCAVATOR, SKID STEER, SKIP PAN AND PLATFORMPROFILE SHEET PILES TO PERMANENT ELEVATIONS (SEE SHEET PILEELEVATION SHEETS 14 & 15)REMOVE TEMPORARY STREAM DIVERSION PIPESRESTORE SITE (SEE SHEET 16 AND 17)UDUDUDUD UDUDUDSKIP PANEXISTING CULVERT WALLNATIVE WOOD ENERGYDISSIPATER (AS REQ'D SEESPECIAL PROVISIONS)EXIST. ROWEXIST. ROW76101453311EXISTING CULVERTFOOTING OUTLINEEXISTING CULVERT WALLINSTALL UPSTREAMSHEET PILESACONSTRUCTION "C" LINE161551391411131212EXIST R/WDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYEXIST R/W234175NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C08.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Mar 1, 2018 7:24 AM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C08.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120PLAN - AT ROADWAY LEVEL1" = 25'feet502525 0scale1" = 5'feet10550scaleLEGEND2 YEAR WATER ELEVATIONORDINARY HIGH WATER MARKBREAK BETWEEN 2 YEAR WATER SURFACE ELEVATION ANDORDINARY HIGH WATER MARKPLAN - AT CREEK LEVELSTAGING AREALOCALIZED EXCAVATIONTED40038448GABBELNBELNGABBHOS-1070(010)2/28/18817CONSTRUCTION STAGING & SEQUENCING PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 NOTES1. NO WORK SHALL BE PERFORMED BELOW ORDINARY HIGH WATER MARK OUTSIDEOF THE FACE OF CULVERT HEADWALL. THE WORK MAY ONLY BE PERFORMEDBELOW THE 2-YEAR WATER SURFACE ELEVATION INSIDE THE CULVERT LIMITSWHILE THE STREAM IS TEMPORARILY DIVERTED.2. THE SHEET PILE ALIGNMENTS AND LAYOUTS WERE DEVELOPED ASSUMING THEUSE OF PZ35 SHEET PILING. SEE SPECIAL PROVISIONS FOR REQUIREMENTS OFSHEET PILE SIZE AND ALIGNMENT.3.ALIGNMENT CAN BE ADJUSTED UP TO ±1 FOOT IN PLAN TO ACCOMMODATEVARIATIONS IN SHEET PILE SIZE.1001101201301401001101201301400+301+001+30ELEVATIONCULVERT @ CLBOTTOM CULVERTFOOTING (BEYOND)EXIST.GRADEALONG "C" LINE1" = 5'feet10550scale"C" LINE PROFILESTA:0+50.00ELEV:118.39PROPOSED GRADEALONG "C" LINE11.8%122.57119.15120.36117.21116.90116.03114.98114.85114.07113.67114.27114.12114.58113.33114.21112.74EXISTING GRADE LINEPROPOSED GRADE LINETOP OF SHEETPILE AT "C" LINEELEV. 111.4TEMP TOP OFSHEET PILINGTBD BYCONTRACTOR,(TYP)TOP OFSHEETAT "C" LINEELEV. 120.00WORK LINE "W1"WORK LINE "W2"UDUDUDUD UDUDUDEXIST. CULVERT WALL1+00WORKLINE SHEET PILEWALL "W1"BCCONSTRUCTIONCL"C" LINEWORK LINE "S"=STA "C" 1+11.38, 0.00'ELEV= 113.22WORK LINE "S"=STA "C" 0+96.73, 0.00'ELEV= 114.38WORK LINE "N"=STA "C" 0+40.03, 7.00' RTELEV= 122.80WORK LINE "N"=STA "C" 0+49.54, 7.00' RTELEV= 119.70WORK LINE "E"=STA "C" 0+49.31, 1.00' LTELEV= 119.77WORK LINE "E"=STA "C" 0+40.03, 1.00' LTELEV= 122.80ANGLE POINT C2STA "C" 1+11.3811.74' RTANGLE POINT B2STA "C" 1+11.386.28' LTANGLE POINT A2STA "C" 1+01.3116.35' LTANGLE POINT C1STA "C" 0+40.039.88' LTANGLE POINT D1STA "C" 0+45.8615.71' LTANGLE POINT B1STA "C" 0+40.038.13' RTANGLE POINT A1STA "C" 0+48.5316.63' RTEND OF WALL 1STA "C" 0+49.0215.71' LTWORK LINE "W"=STA "C" 0+98.37, 8.66' RELEV= 114.25WORK LINE "W"=STA "C" 1+11.38, 8.66' RELEV= 113.22NATIVE TREE ENERGYDISSIPATOR (SEESPECIAL PROVISIONS)END OF WALL 2STA "C" 1+02.7420.37' RTSTART OF WALL 2STA "C" 0+93.2716.35' LTSTART OF WALL 1STA "C" 0+53.3216.63' RTPLANNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C09.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 30, 2017 8:28 AM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C09.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120TED40038449GABBELNBELNGABBHOS-1070(010)2/28/18917SHEET PILE LAYOUT AND GRADING PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 10%4.00'4.00'POTENTIAL POSITION OFTEMPORARY GRAVITY DIVERSION PIPELCAPPROX. DISTANCE BTWN. FOOTING13.66'EXIST. GROUNDPROPOSED CHANNEL8.00'"C" LINE10%11211.00'1.25'1.25'3.50'2.50'CONSTRUCTIONGEOTEXTILEASCALE: 1"=2'"C" LINE PROFILE"C" LINE PROFILE1LIMITS OF CHANNEL EXCAVATION(1 FT BELOW BOTTOM OF FOOTING)LIMITS OF CHANNELEXCAVATIONOHW11111SHEET PILE WALLEXISTING GROUND4.00'4.00'LCPROPOSED CHANNEL8.00'EXIST. GROUNDBSCALE: 1"=2'SHEET PILE WALL11211111"C" LINE PROFILEOHW4.00'4.00'LCPROPOSED CHANNEL8.00'"C" LINEEXISTING GROUNDCSCALE: 1"=2'EXIST. GROUNDSHEET PILE WALLSHEET PILE WALL2.25'LIMITS OF CHANNELEXCAVATIONASHEET PILEWALL DRAIN (TYP)111111ASHEET PILEWALL DRAIN (TYP)21WORK LINE "E"WORK LINE "N"WORK LINE "S"WORK LINE "W"LOOKING DOWNSTREAMLOOKING DOWNSTREAMLOOKING DOWNSTREAM"C" LINE11112.00'2.25'2.00'2.00'2.00'11EXIST. CULVERTWALL (TYP)EXIST. CULVERTFOOTING (TYP)LIMITS OF CHANNELEXCAVATIONLIMITS OF CHANNELEXCAVATIONSTA "C" 0+53.5 TO STA "C" 0+93.5STA "C" 0+93.5 TO STA "C" 1+11.38STA "C" 0+40.03 TO STA "C" 0+53.5CONCRETE FOR SCOUR REPAIR (AS REQUIRED, SEE SPECIAL PROVISIONS)LIGHT LOOSE RIP-RAP ARMORINGSTREAMBED AGGREGATES (SEE SPECIAL PROVISIONS)NOTE: GEOTEXTILE SHALL MEET STD. SPEC.9-33.2(1)TABLE 3, NONWOVEN GEOTEXTILE FOR SEPARATION, 160 LB MINNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C10.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 30, 2017 8:04 AM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C10.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120TED400384410GABBELNBELNGABBHOS-1070(010)2/28/181017STREAM CHANNEL SECTIONSN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 GENERAL NOTES1. WORKLINES DEFINED ON SHEET 9.2. GRADING ELEVATIONS SHOWN ARE BASED ON THE ASSUMED SHEET PILE WALLALIGNMENTS. ELEVATIONS MAY CHANGE DUE TO CONTRACTOR CHOSEN SHEET PILEALIGNMENTS.WORK LINE "S"SHEET PILEWORK LINE "W2"WORK LINE "E"ANGLE POINT C1ELEV. 122.80ANGLE POINT D1ELEV. 126.00END OF WALL 1ELEV. 126.00ANGLE POINT B2ELEV. 113.22ANGLE POINT A2ELEV. 119.00START OF WALL 2ELEV. 119.00ANGLE POINT C2ELEV. 112.30END OF WALL 2ELEV. 119.00START OF WALL 1ELEV. 125.65ANGLE POINT A1ELEV. 125.65ANGLE POINT B1ELEV. 121.66FACE OF CULVERTHEADWALLSTA "C" 1+05.0717.96' RTELEV. 119.00FACE OF EXISTING MSE WALLEXISTING GROUNDCONSTRUCTION "C" LINE0+400+600+801+001+20NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C11.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Sep 5, 2017 2:38 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C11.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120STREAM GRADING EXCAVATED SURFACESCALE: 1"=4'(LIMITS OF CHANNEL EXCAVATION)TED400384411GABBELNBELN GABBHOS-1070(010)2/28/181117STREAM GRADING EXCAVATED SURFACEN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 GENERAL NOTES1. WORKLINES DEFINED ON SHEET 9.2. STREAMBED SEDIMENT SHALL BE WASHED INTO LIGHT LOOSE RIP-RAP (SEE SPECIALPROVISIONS)3. GRADING ELEVATIONS SHOWN ARE BASED ON THE ASSUMED SHEET PILE WALLALIGNMENTS. ELEVATIONS MAY CHANGE DUE TO CONTRACTOR CHOSEN SHEET PILEALIGNMENTS.4. STREAMBED BOULDER LOCATIONS SHOWN ARE APPROXIMATE. FOR TIMING OFSTREAMBED BOULDER PLACEMENT AND LOCATIONS, SEE SPECIAL PROVISIONS.1+00WORK LINE "S"SHEET PILEWORKLINE "W2"WORK LINE "E"START OF WALL 1ELEV. 128.10START OF WALL 2ELEV. 119.74ANGLE POINT B1ELEV. 123.93ANGLE POINT A1ELEV. 129.61ANGLE POINT C2ELEV. 116.30STA "C" 1+06.6716.44' RTELEV. 121.30END OF WALL 2ELEV. 121.30FACE OF CULVERT HEADWALLFACE OF EXISTING MSE WALLANGLE POINT C1ELEV. 122.78NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C12.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Sep 5, 2017 1:32 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C12.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120STREAM GRADING ARMORED SURFACESCALE: 1"=4'(LIMITS OF LIGHT LOOSE RIP-RAP)TED400384412GABBELNBELN GABBHOS-1070(010)2/28/181217STREAM GRADING ARMORING SURFACEN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 GENERAL NOTES1. WORKLINES DEFINED ON SHEET 9.2. STREAMBED AGGREGATE (SEE SPECIAL PROVISIONS).3. GRADING ELEVATIONS SHOWN ARE BASED ON THE ASSUMED SHEET PILE WALLALIGNMENTS. ELEVATIONS MAY CHANGE DUE TO CONTRACTOR CHOSEN SHEET PILEALIGNMENTS.1+00WORK LINE "S"SHEET PILEWORK LINE "W2"WORK LINE "E"ANGLE POINT C1ELEV. 124.80ANGLE POINT B2ELEV. 115.22FACE OF CULVERTHEADWALLSTA "C" 1+11.342.07' LTELEV. 115.22STA "C" 0+40.033.00' LTELEV. 124.80STA "C" 0+96.732.00' LTELEV. 116.38CONSTRUCTION "C" LINESTA "C" 0+49.313.00' LTELEV. 121.77FACE OF EXISTING MSE WALLFACE OF EXISTING MSE WALLNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C13.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Sep 5, 2017 2:39 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C13.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120STREAM GRADING STREAMBED SURFACESCALE: 1"=4'TED400384413GABBELNBELN GABBHOS-1070(010)2/28/181317STREAM GRADING STREAMBED SURFACEN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS(LIMITS OF STREAMBED AGGREGATE)3/1/185/2/2018 POSSIBLE TEMPORARY STREAMDIVERSION PIPE CONNECTIONNTSSHEET PILE WALLBOLTED FLANGE CONNECTION FORTEMP STREAM DIVERSION PIPEFIELD CUT SHEET PILEFOR TEMP STREAMDIVERSION PIPETEMPORARY STREAM DIVERSION PIPESHEET PILE6" PERFORATEDUNDERDRAIN PIPE,WSDOT STD SPEC.9-05.2(7). SEE DETAIL 1FOR OUTFALL DETAILSGRAVEL BACKFILL FORDRAINS, WSDOT STDSPEC. 9-03.12(4). PROVIDEGEOTEXTILE AT TRENCHBOTTOM & SIDE WALLS1'0.5'KEY IN GEOTEXTILE0.25'0.5'EXISTING GRADESLOPE VARIESFINAL GRADE FOW (VARIES)SEE STREAMBED SECTIONSWORK LINESECTION- SHEET PILE WALL ASCALE: 1"=1'.25' MIN0.5'CONSTRUCTION GEOTEXTILE FOR SEPARATION2' MINGRAVEL BACKFILL FOR DRAINSHAND PLACEDRIP-RAP 0.5' THICK,1' WIDEOHWDETAIL- UNDERDRAIN OUTFALL1SCALE: 1"=1'EXISTING GROUND6" PERFORATEDUNDERDRAIN PIPE1.50'NOTE: GEOTEXTILE SHALL MEET STD. SPEC.9-33.2(1)TABLE 3, NONWOVEN GEOTEXTILE FOR SEPARATION, 160 LB MIN℄DEVELOPED ELEVATION - SHEET PILE WALL W11101201301401101201301404.00'±SEE NOTE 4TOP OF SHEETPILE WALLEXIST/ FINALGRADE BOWPROPOSED CHANNELEXIST.CHANNELFACE OF EXIST MSE WALLFACE OF EXIST MSE WALLTOP OF SHEETELEV. 120.00CHANNELEXCAVATIONLIMITS FOWOHWFINISH GRADEFOW, (TYP.)A"C" LINE PROFILEELEV. 119.57SCALE: 1"=3' (LOOKING UPSTREAM ALONG WORK LINE)ANGLE POINT B1SHEET PILE WALLTOW ELEV. 127.00"C" LINETIP ELEV. 114.00TIP ELEV. 116.50TIP ELEV. 118.00SHEET PILEEND PLATESHEET PILEEND PLATETOW ELEV.123.00TOW ELEV.126.503.79'12.02'18.01'8.24'2.16'TIP ELEV. 117.504.13'8.00'5.88'NOTEFINAL GRADEBOWFINAL GRADEBOWCHANNELEXCAVATIONLIMITS FOWANGLE POINT A1SHEET PILE WALLTOW ELEV. 131.0033ANGLE POINT D1SHEET PILE WALLTOW ELEV. 131.00ANGLE POINT C1SHEET PILE WALLTOW ELEV. 129.00END OF SHEET PILE WALL 1TOW ELEV. 131.00START OF SHEET PILE WALL 1TOW ELEV. 131.004.00'±SEE NOTE 41. CONTRACTOR SHALL SURVEY CONTRACTOR PROPOSED SHEET PILE WALL WORK LINESAND SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIORTO PURCHASING THE SHEET PILES.2. TEMPORARY TOP OF SHEET PILING ELEVATION NOT SHOWN (CONTRACTOR TODETERMINE).3. PERMANENT TOP OF WALL ELEVATIONS SHOWN FOR BID PURPOSES ONLY. TOP OFSHEET PILE SHALL BE CUT 6" ABOVE FINAL GRADE AT BACK OF WALL EXCEPT WHERENOTED OTHERWISE OR DIRECTED OTHERWISE BY THE ENGINEER.4. DIMENSIONS/LOCATION ARE APPROXIMATE. ACTUAL DIMENSIONS/LOCATIONS ARE AFUNCTION OF THE AS-BUILT LOCATION AND WIDTHS OF SHEET PILING.5. BACK OF WALL TO BE GRADED SO UNDERDRAIN SLOPES TOWARDS THE CREEK.TEMP. TOP OF SHEET PILINGAS REQUIRED. TO FACILITATECONSTRUCTION, SEE NOTE 2 &DETAIL "POSSIBLE TEMPORARYSTREAM DIVERSION PIPECONNECTION"NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C14.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Feb 27, 2018 2:12 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C14.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120TED400384414GABBELNBELN GABBHOS-1070(010)2/28/181417SHEET PILING ELEVATIONSHEET 1N 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 FACE OF EXIST. MSE WALL1'-0" MIN.2'-6" MAXTOP OF SHEET PILE WALLSTART OF WALLEND OF WALLTEMP. CHANNELEXCAVATIONLIMITS FOWDETAIL - END PLATE3GRADING & BACKFILL PERSECTIONS ON SHT. 12PLANFINISH GRADEFOWEXISTGROUNDLINEBOWLEAN CONCRETEFACE OF EXIST. MSE WALLSTEEL PLATELEAN CONCRETE, SEE NOTE 61/2" PREMOLDEDJOINT FILLERTEMPORARY BRACE UNTIL FINISHEDGRADE HAS BEEN ESTABLISHED AND LEANCONCRETE HAS BEEN CAST AND CURED1/2" PREMOLDEDJOINT FILLERSTEEL PLATE W/TEMPORARY BRACE1/2"Ø x 5" STUD @12" SPA HORIZ AND18" VERT (CENTERED)#4 @ 12" OC EA WAYSCALE: 1"=3' (LOOKING DOWNSTREAM ALONG WORK LINE)DEVELOPED ELEVATION - SHEET PILE WALL W2100110120130100110120130℄4.00±SEE NOTE 44.00±SEE NOTE 4PROPOSED CHANNELEXIST.CHANNELFACE OF EXIST MSE WALLFACE OF EXIST MSE WALLTOP OF SHEETPILE WALLOHWEXIST/ FINALGRADE BOWFINISHGRADE FOWCHANNEL EXCAVATIONLIMITS FOWFINAL SHEETELEVATIONELEV. 111.40FINALGRADE BOWFINALGRADE BOW"C" LINEATIP ELEV. 111.00TIP ELEV. 108.00TIP ELEV. 105.00SHEET PILEEND PLATESHEET PILEEND PLATE7.0414.2518.0211.472.278.003.374.38"C" LINE PROFILEELEV. 111.144.696.78TOW ELEV.118.46TOW ELEV.113.50TOW ELEV.115.54TOW ELEV.122.00TIP ELEV. 108.00CHANNELEXCAVATIONLIMITS FOWNOTE33START OF SHEET PILE WALL 2TOW ELEV. 123.00ANGLE POINT A2SHEET PILE WALLTOW ELEV. 123.00ANGLE POINT B2SHEET PILE WALLTOW ELEV. 119.08ANGLE POINT C2SHEET PILE WALLTOW ELEV. 118.65END OF SHEET PILE WALLTOW ELEV. 122.001. CONTRACTOR SHALL SURVEY CONTRACTOR PROPOSED SHEET PILE WALL WORK LINESAND SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIORTO PURCHASING THE SHEET PILES.2. TEMPORARY TOP OF SHEET PILING ELEVATION NOT SHOWN (CONTRACTOR TODETERMINE).3. PERMANENT TOP OF WALL ELEVATIONS SHOWN FOR BID PURPOSES ONLY. TOP OFSHEET PILE SHALL BE CUT 6" ABOVE FINAL GRADE AT BACK OF WALL EXCEPT WHERENOTED OTHERWISE OR DIRECTED OTHERWISE BY THE ENGINEER.4. DIMENSIONS/LOCATION ARE APPROXIMATE. ACTUAL DIMENSIONS/LOCATIONS ARE AFUNCTION OF THE AS-BUILT LOCATION AND WIDTHS OF SHEET PILING.5. BACK OF WALL TO BE GRADED SO UNDERDRAIN SLOPES TOWARDS THE CREEK.6. COSTS FOR STEEL PLATE, STUDS, REINFORCEMENT, AND PREMOLDED JOINT FILLERSHALL BE INCIDENTAL TO THE COST OF THE LEAN CONCRETE.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C15.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Feb 27, 2018 2:12 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C15.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120TED400384415GABBELNBELN GABBHOS-1070(010)2/28/181517SHEET PILING ELEVATIONSHEET 2N 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 LEGENDNOTES1. TREE LOCATIONS ARE APPROXIMATE. FINAL TREE LOCATIONSTO BE DETERMINED BY ENGINEER PER SPECIAL PROVISIONS.2. SHOULD CONTRACTOR CHOOSE TO USE AREA TO INSTALLTEMPORARY ACCESS FOR WORKERS, BARK OR WOOD CHIPMULCH TO BE PLACED AT THE DISCRETION OF THE ENGINEER.WESTERN RED CEDAR (THUJA PLICATA)VINE MAPLE (ACER CIRCINATUM)EXISTING TREELIMITS OF UNDERDRAIN(SEE SHEET 14 FOR MORE DETAILS)4" BARK OR WOOD CHIP MULCH4" BARK OR WOOD CHIP MULCH(SEE NOTE 2)NATIVE TREE ENERGY DISIPATOREXISTING TREE STUMPCLEARING AND GRUBBING LIMITSCONSTRUCTION LIMITS0+200+400+600+801+001+201+40UDUDUDUD UDUDUDFACE OF CULVERTHEADWALLFACE OF EXISTING MSE WALLEXISTING ROWPROPOSEDCONSTRUCTIONEASEMENTNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C16.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Mar 1, 2018 10:39 AM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C16.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120PROPERTY RESTORATION PLANSCALE: 1"=5'TED400384416GABBELNBELN GABBHOS-1070(010)2/28/181617PROPERTY RESTORATION PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018 GENERAL NOTE1. EXISTING TYPE 1 AND TYPE 2 RAISED PAVEMENT MARKERS DAMAGED DURINGCONSTRUCTION SHALL BE REPLACED IN KIND.8" WA T E R 8" WATER8+009+0010+0 0 11+00CONSTRUCTIONCL"A" LINESTA "A" 10+40.0016.05' RSTA "A" 10+40.0015.93' LLEGENDGRIND 2" OF EXISTING ASPHALT AND PAVEBACK WITH 2" OF HMASTA "A" 9+68.0016.03' RSTA "A" 9+68.0015.89' LNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C17.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Sep 5, 2017 2:46 PM File: Q:\FederalWay\2017\A17.0108\00\CADD\Dwgs\01_C17.dwgCopyright © BergerABAM. All Rights Reserved.Federal Way, Washington 98003-2600(206) 431-2300 Fax: (206) 431-2250DRAWN BY:33301 9th Avenue South, Suite 300TRANSPORTATION DIVISIONPUBLIC WORKS DEPARTMENT45120PAVEMENT RESTORATION PLAN1" = 15'feet301515 0scaleTED400384417GABBELNBELN GABBHOS-1070(010)2/28/181717PAVEMENT RESTORATION PLANN 27TH PLACE BRIDGE SCOUR REPAIRBID DOCUMENTS3/1/185/2/2018