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HomeMy WebLinkAboutContract - Vol 2$1,255,999.00April 16, 2018Hamilton Construction Co.2213 S F StreetSpringfield, OR 974773/30/2018 PUBLIC WORKS DEPARTMENTTRANSPORTATION SYSTEMS DIVISIONNE 31ST STREET BRIDGE REPLACEMENT PROJECTFEDERAL AID NUMBER: BROS-1070(009)VICINITY MAPSHEET INDEXNUMBERBY 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: Blake.nelson on: Apr 21, 2017 12:41 PM File: Q:\FederalWay\2017\A17.0023\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 45120TED40038431GABJSDLWCCWSBROS-1070(009)1/29/18136COVER SHEET, VICINITY MAP, & SHEET INDEXNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS LEGENDABBREVIATIONSPTFOTVWGOHSDSXXX•••••••••••••••••••••••••••••EXISTINGPROPOSEDOPOPOHWOHWSPECIAL USE PERMIT AREAEMBANKMENT EXCAVATIONISOLATION SYSTEMCLEARING AND GRUBBINGPAINTED POWERPAINTED TELEPHONEPAINTED FIBER OPTICPAINTED TVPAINTED WATERPAINTED GASOVERHEAD UTILITY LINE(GENERIC)OVERHEAD POWERSTORMSEWERFENCEPAINTED STRIPEPAINTED SKIP STRIPERAISED-BUTTON SOLID STRIPERAISED-BUTTON SKIP STRIPEEDGE OF PAVEMENTFLOWLINECONTOURRIGHT-OF-WAY LINEEXISTING GROUNDORDINARY HIGH WATERCONCRETESTRUCTURE DEMOLITIONASPHALT/CONCRETECHAINLINKDRIVEWAYBRUSHRIPRAPGUARDRAILCGCG&AND#NUMBEREPOXY-COATEDAASTHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALSABAN ABANDONEDACP ASPHALT CONCRETE PAVEMENTAPROX APPROXIMATELYAPWA AMERICAN PUBLIC WORKSASSOCIATIONASPH ASPHALTASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL@ATAVE AVENUEAWS AMERICAN WELDING SOCIETYAWWA AMERICAN WATER WORKSASSOCIATIONBK BACKBMP BEST MANAGEMENT PRACTICESB/O BLACK ON ORANGEBOT BOTTOMBOW BACK OF WALLB/W BLACK ON WHITEBRG BRIDGE OR BEARINGBVCE BEGIN VERTICAL CURVE ELEVATIONBVC BEGIN VERTICAL CURVECB CATCH BASIN℄CENTERLINECDF CONTROLLED DENSITY FILLCFS CUBIC FEET PER SECONDCG CLEAR AND GRUBBINGCL CENTERLINECLR CLEARCM CENTIMETERCMP CORRUGATED METAL PIPECONC CONCRETECONSTR CONSTRUCTIONCORR CORRUGATEDCPEP CORRUGATED POLYETHELENE PIPE (N-12)CPP CORRUGATED POLYETHELENE PIPECSBC CRUSHED SURFACING BASE COURSECSTC CRUSHED SURFACING TOP COURSECTR CENTERCW COTTONWOODCY CUBIC YARDSDI DUCTILE IRONDIA DIAMETERDIAM DIAMETERØDIAMETERDIP DUCTILE IRON PIPEDROP DROP INLETDWY DRIVEWAYDWG DRAWINGEEASTEA EACHEF EACH FACEEG EXISTING GROUNDEL ELEVATIONELEV ELEVATIONEOP EDGE OF PAVEMENTEOS EDGE OF SLABEQ EQUALESC EROSION & SEDIMENT CONTROLEVCE END VERTICAL CURVE ELEVATIONEVCS END VERTICAL CURVE STATIONEVC END VERTICAL CURVEEX EXISTINGEXIST EXISTINGEXP EXPANSIONF/C FACE OF CURBFG FINISH GRADEFL FLANGEFM FORCE MAINFOW FRONT OF WALLFT FEETGPS GLOBAL POSITIONING SYSTEMGRAV GRAVELGV GATE VALVEH HEIGHT & HORIZONTALHDPE HIGH DENSITY POLYETHYLENE PIPEHMA HOT MIX ASPHALTHORIZ HORIZONTALHP HIGH POINTID INSIDE DIAMETERIE INVERT ELEVATIONIN INCH(ES)INTX INTERSECTIONJT JOINTKKIPSKSI KIPS PER SQUARE INCHLLENGTHLB POUNDLBS POUNDSLF LINEAR FEETLL LIVE LOADLN LANELRFD LOAD AND RESISTANCE FACTOR DESIGNLT LEFTLP LOW POINTLUM LUMINAIRELVC LENGTH OF VERTICAL CURVEMH MANHOLEMAX MAXIMUMMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSMJ MECHANICAL JOINTMOD MODIFIEDMTG MOUNTINGNNORTHNE NORTHEASTNO NUMBERNOM NOMINALNTS NOT TO SCALENW NORTHWESTOC ON CENTEROCT OCTOBEROD OUTSIDE DIAMETEROH OVERHEADOHW ORDINARY HIGH WATEROHWM ORDINARY HIGH WATER MARKP PINNED END CONNECTIONPCF POUNDS PER CUBIC FOOTPG PAGEPGL PROFILE GRADE LINEPC POINT OF CURVATUREPC PIERCE COUNTYPCC POINT OF COMPOUND CURVATUREPI POINT OF HORIZONTAL INTERSECTION⅊PROPERTY LINEPL PLACEPLF POUNDS PER LINEAR FOOTPOC POINT ON CURVEPPM PARTS PER MILLIONPREP PREPARATIONPROP PROPOSEDPSE PUGET SOUND ENERGYPSF 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 PIPERD ROADR/W RIGHT-OF-WAYROW RIGHT-OF-WAYRT RIGHTSSOUTHSAE SOCIETY OF AUTOMOTIVE ENGINEERSSL SLOPESE SOUTHEASTSEC SECTIONSEPT SEPTEMBERSEW STRUCTURAL EARTH WALLSHLDR SHOULDERSHT SHEETSIM SIMILARSPA SPACESPEC SPECIFICATIONSS SANITARY SEWER & STAINLESS STEELSSMH SANITARY SEWER MANHOLESD STORM DRAINSF SQUARE FOOTST STREETSTA STATIONSTD STANDARDSW SOUTHWESTSWPPP STORMWATER POLLUTIONPREVENTION PLANSYMM SYMMETRICALTELE TELEPHONET TOWNSHIP OR TANGENT LENGTHTESC TEMPORARY EROSION & SEDIMENT CONTROLTHK THICKTV TELEVISIONTWLTL TWO-WAY LEFT TURN LANETYP TYPICALUNO UNLESS NOTED OTHERWISEUS UNITED STATESUV UTILITY VAULT COMPANYVC VERTICAL CURVEV VERTICALVERT VERTICALW WEST OR WIDTHW/ WITHWA WASHINGTONWSDOT WASHINGTON STATE DEPARTMENTOF TRANSPORTATIONWM WILLAMETTE MERIDIANWP WORK POINTWQ WATER QUALITYWS WATER SURFACEWSE WATER SURFACE ELEVATIONYR YEAREMONUMENT 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 VALVESIGNMONITORING WELLDECIDUOUS TREE, DIAMETER (# OF TRUNKS)CONIFEROUS TREE, DIAMETER (# OFTRUNKS)NUMBERBY 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: Aug 22, 2017 2:20 PM File: Q:\FederalWay\2017\A17.0023\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 45120TED40038432GABJSDLWCCWSBROS-1070(009)1/29/18236ABBREVIATIONS & LEGENDNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOOHW OHW OHW OHWOHWO HW O HW OHWOH W OHWOHWO HW O HW O H WCONSTRUCTION L, A-LINE,& RIGHT-OF-WAY L(SEE SHEET 10)SPECIAL PERMIT USE AREA(SEE SHEET 4)PLAN1" = 20'feet402020 0scaleONE SIXTEENTHSECTION LINEDEA#9 MAG AND WASHERN: 192304.87E: 1305085.74EL:110.10DEA#7 MAG AND WASHERN: 192328.08E: 1304661.89EL:103.56DEA#8 MAG AND WASHERN: 192268.78E: 1304827.20EL:105.79ROWROWROWROWSPECIAL PERMIT USE AREA(SEE SHEET 4)SURVEY NOTESCC6. NOTE REGARDING NE 31ST STREET RIGHT OF WAY:IN FEBRUARY, 1921 A PETITION TO ESTABLISH GORDON PRITCHARD RD (SURVEY #1719) WAS FILED AND ANALIGNMENT SURVEY WAS PERFORMED IN MARCH, 1922. THE PETITION WAS REJECTED AND ROADWAYIMPROVEMENTS WERE NOT PERFORMED.IN MAY, 1922 A PETITION TO ESTABLISH GORDON PRITCHARD RD REVISION (SURVEY #1889) WAS FILEDAND AN ALIGNMENT SURVEY WAS PERFORMED IN MAY, 1922. SURVEY #1889 REFERENCES AND IS TIEDGEOMETRICALLY TO SURVEY #1719.THE DESCRIPTIONS INCLUDED IN THE PETITIONS OF BOTH SURVEYS REFERENCED ABOVE INCLUDEDISTANCE CALLS TO SECTION CORNERS THAT ARE STATED TO +/- 10 FEET. WHEN CALCULATING THEALIGNMENTS BASED ON THESE DISTANCES, EXCESSIVE MIS-CLOSURES ARE FOUND.KING COUNTY SURVEY FIELD BOOK NO. 542 CONTAINS ALIGNMENT SURVEYS FOR SURVEY #1719 AND#1889. THE FIELD NOTES SHOW REFERENCE TIES TO SITE FEATURES THAT EXISTED IN 1922 AND CLEARLYSHOW THAT THE INTENT OF THE ALIGNMENT WAS TO FOLLOW EXISTING ROADWAYS ALONG CERTAINPORTIONS OF THE SURVEY. HISTORIC AERIAL PHOTOGRAPHS REVEAL APPARENT ROADWAYS THAT MATCHTHE 1922 SURVEYS HOWEVER THE ACCURACY OF THESE AERIAL PHOTOGRAPHS IS NOT SUFFICIENT TOACCURATELY PLACE THE ALIGNMENT SURVEYS. IT WAS ALSO OBSERVED IN THE HISTORIC PHOTOS THATTHE PORTION OF ALIGNMENT THAT RUNS THROUGH THE PROJECT SITE WAS INTENDED TO FOLLOW AROADWAY THAT EXISTED IN 1922 WHICH IS MORE OR LESS THE ROADWAY AS IT EXISTS TODAY.IT IS THE OPINION OF THE SURVEYOR THAT THE MOST SOUND APPROACH TO DETERMINING THEALIGNMENT FOR NE 31ST STREET (GORDON PRITCHARD RD REVISION) WOULD INVOLVE THE RECOVERY OFHISTORIC REFERENCE TIES THAT ARE DOCUMENTED IN FIELD BOOK NO. 542 HOWEVER THIS APPROACHWOULD PROVE TO BE COSTLY AND POSSIBLY UNSUCCESSFUL. KNOWING THAT THE INTENT OF THE 1922ALIGNMENT SURVEY WAS TO MATCH THE EXISTING ROADWAY IN THE VICINITY OF THE PROJECT IT WASDECIDED THAT THE MOST PRACTICAL APPROACH FOR THIS PROJECT WOULD BE TO ESTABLISH THE RIGHTOF WAY CENTERLINE BASED ON THE EXISTING ROADWAY AND TO USE HISTORIC ALIGNMENT GEOMETRY.TO DEA#6N80°32'51"W 505.71'SEE NOTE 121. PURPOSE OF THIS SURVEY: THIS SURVEY WAS PERFORMED DURING DECEMBER, 2015 IN SUPPORT OF ACITY OF RENTON BRIDGE REPLACEMENT PROJECT AND IS INTENDED TO BE USED FOR THIS PURPOSE.SPECIFIC INFORMATION SHOWN HEREON SHOULD BE VERIFIED AS TO ITS ACCURACY IF THIS SURVEY IS TOBE USED FOR 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 884. HELD CITY OF RENTON BENCHMARKS:POINT 1834 POINT 1886NORTHING 196744.34 NORTHING 191472.81EASTING 1303747.97 EASTING 1300956.76ELEVATION 37.44 ELEVATION 104.725. METHODOLOGY: FIELD MEASUREMENTS FOR THIS SURVEY WERE PERFORMED USING A LEICA TS15 TOTALSTATION AND A LEICA GS14 GPS RECEIVER. THIS SURVEY COMPLIES WITH THE MINIMUM REQUIRED"ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET FORTH PERW.A.C. 332-130-090 (AND POSITIONAL TOLERANCE LEVELS OF LESS THAN 0.011 METERS).7. MONUMENTATION VISITATION: ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWNHEREON WERE SET/VISITED DURING DECEMBER, 2015 UNLESS OTHERWISE INDICATED.8. ENCUMBRANCES: THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT,ACCORDINGLY, ANY EASEMENTS OR RESTRICTIONS OF RECORD WHICH MAY BE REVEALED IN A TITLEREPORT HAVE NOT BEEN INCLUDED HEREON.9. CONTOUR INTERVAL: 1 FOOT10. SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY.11. SENSITIVE AREAS SHOWN HEREON WERE DELINEATED BY BY OTHERS IN DECEMBER, 2015 AND SURVEYEDBY DAVID EVANS AND ASSOCIATES.12. DEA#6 MAG AND WASHERNORTHING 192411.13EASTING 1304163.05ELEVATION 94.46NUMBERBY 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: Childress on: Aug 7, 2017 7:52 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED40038433GABJSDLWCCWSBROS-1070(009)1/29/18336EXISTING CONDITIONS & SURVEY CONTROLNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS REMAINDERR/W TAKETAX PARCEL NO. TOTAL AREAKING COUNTY - PARKS -334210-33801,412,651 SFPLANLEGEND:1" = 20'feet402020 0scaleROWROWROWROWROWROWONE-SIXTEENTHSECTION LINE30.00'30.00'ROWROW15.00'15.00'27,000 SF30.00'30.00'15.00'15.00'ROWROW11+0012+0013+0014+0015+0016+0017+00A-LINE STA. 11+90.0015.00' LTA-LINE STA. 11+90.0015.00' RTA-LINE STA. 16+40.0015.00' LTA-LINE STA. 16+40.0015.00' RTCONSTRUCTION L, A-LINE,& RIGHT-OF-WAY L(SEE SHEET 10)CC1,412,651 SFSPECIAL USE PERMIT AREAOWNER NAMEA-LINE STA. 16+40.0045.00' LTA-LINE STA. 16+40.0045.00' RTA-LINE STA. 11+90.0045.00' RTA-LINE STA. 11+90.0045.00' LTSPECIAL PERMIT USE AREANUMBERBY 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: Childress on: Aug 7, 2017 7:52 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED40038434GABJSDLWCCWSBROS-1070(009)1/29/18436RIGHT-OF-WAY PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS GENERAL NOTESDESIGN LOADSDESIGN REQUIREMENTSFOUNDATIONCONCRETE AND REINFORCING STEEL1.CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000 UNLESS NOTED OTHERWISE.2. REINFORCING STEEL SHALL BE ASTM A706 GRADE 60 UNLESS NOTED OTHERWISE.3. ALL DIMENSIONS TO REINFORCING BARS ON DRAWINGS ARE TO THE CENTER LINE OF THE BARSUNLESS NOTED OTHERWISE.4.ALL EXPOSED EDGES SHALL BE CHAMFERED ¾” UNLESS NOTED OTHERWISE.5. CONCRETE COVER MEASURED FROM THE FACE OF CONCRETE TO THE FACE OF ANYREINFORCING BAR SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE.TYPICAL 2”CAST AGAINST EARTH 3”STRUCTURAL STEEL AND WELDINGSURVEY1. FOR SURVEY DATUMS AND OTHER ASSOCIATED SURVEY INFORMATION REFER TO SHEET 3.PIER NO.12ULTIMATE BEARING RESISTANCE180 TONS180 TONSMINIMUM TIP ELEVATIONSHEET PILE WALL20H (PSF)SEISMICPRESSUREINCREMENT0.3 (1 - X/H) qSURCHARGEPRESSURE2Bq0.5XBqXEL. +98'EL. +83'SURFACESURCHARGE = q118 PCF117 PCF1426 PSFACTIVE PRESSURE PASSIVE PRESSUREHZNEW SHEET PILE WALLEL. +95'70 PCF12H:1V (MAX)11187 PCF270 PCFNO SCOUR CONDITION0.3 (1 - X/H) qSURCHARGEPRESSURE2Bq0.5XBqXEL. +98'EL. +83'SURFACESURCHARGE = q118 PCF117 PCF1426 PSFACTIVE PRESSURE PASSIVE PRESSUREHZNEW SHEET PILE WALL11187 PCF270 PCFSCOURED CONDITIONSCOUR DEPTH1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT FOR THE NE 31ST STREETBRIDGE REPLACEMENT PROJECT PREPARED BY PANGEO INC. DATED MARCH 2, 2016.2. PILES SHALL BE DRIVEN TO AN ULTIMATE BEARING RESISTANCE AND MINIMUM TIP AS FOLLOWS:1. 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.IN ADDITION TO DEAD LOADS, THE FOLLOWING LOADS ARE USED FOR DESIGN.SUPERIMPOSED DEAD LOAD:HMA OVERLAY 50 PSF (4” THICK)FUTURE UTILITIES 100 PLF PER DECK GIRDERLIVE LOAD:DESIGN VEHICLE HL-93EARTH:ACTIVE EARTH PRESSURE 37 PCF (EQUIVALENT FLUID WEIGHT)AT-REST EARTH PRESSURE 56 PCF (EQUIVALENT FLUID WEIGHT)LIVE LOAD SURCHARGE 155 PSFEARTH PRESSURE DUE TO SEISMIC 20H PSFSEISMIC (1-IN-975 YEAR EVENT):PEAK GROUND ACCELERATION 0.44GSS 0.98GS1 0.33GSITE CLASS DTHE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES.1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2014, PLUS 2015, 2016 INTERIMREVISIONS.2. AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN, 2ND EDITION, 2012 PLUS2014, 2015 INTERIM REVISIONS3. WSDOT BRIDGE DESIGN MANUAL (LRFD) DATED JUNE 20161. WELDING SHALL BE IN ACCORDANCE WITH AASHTO/AWS D1.5 - BRIDGE WELDING CODE,DATED 2002.2. STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE.USEASTM (UNO)Fy (KSI)PIPE PILE A252 GR 2 * 35ANGLE, PLATE, ROD & MISC. STEEL A36 36HEADED SHEAR STUD A108 -* IN ACCORDANCE WITH SECTION 9-10.5 OF THE SPECIAL PROVISIONS.64.2764.64CONDITION OF EXISTING BRIDGETOW EL. "B"56 PCF (AT-REST)FG FOW EL. "A"EL. +83'TOW EL. "D"56 PCF (AT-REST)EL. "C"EL. +83'1. SEE SHEET 18 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: 0.600 INCHESMINIMUM WEB THICKNESS: 0.500 INCHESMINIMUM SECTION MODULUS: 48.4 IN3/FTB. FILL BEHIND SHEET PILE WALL SHALL BE AS SHOWN ON ROADWAY SECTIONS, SEE SHEET 11.THE EXISTING CITY OWNED NE 31ST STREET BRIDGE, BRIDGE NO: RENTON-23, SPANNING MAY CREEKIS CURRENTLY POSTED FOR LOAD RESTRICTIONS AS FOLLOWS:xAASHTO 1 - TYPE 3 (25 TONS): POSTED LOAD RESTRICTION = 20 TONSxAASHTO 2 - TYPE 3S2 (36 TONS): POSTED LOAD RESTRICTION = 30 TONSxAASHTO 3 - TYPE 3-3 (40 TONS): POSTED LOAD RESTRICTION = 38 TONSA COPY OF THE LATEST BRIDGE LOAD RATING IS AVAILABLE IN APPENDIX D OF THESE CONTRACTPROVISIONS, ALONG WITH A COPY OF THE LATEST BRIDGE INSPECTION REPORT. LOAD RATINGACCOUNTS FOR EXISTING TEMPORARY SHORING. THE CONTRACTOR SHALL NOT EXCEED THE POSTEDLOAD LIMITS LISTED ABOVE. IF DEEMED NECESSARY, AT THE CONTRACTOR'S EXPENSE, THECONTRACTOR MAY REQUEST IN WRITING APPROVAL FOR LOADS EXCEEDING THE POSTED LIMITS.REQUESTS SHALL BE MADE IN ACCORDANCE WITH SECTION 1-07.7(2).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: Aug 7, 2017 7:52 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120ZONE EL. "C" EL. "D"q (PSF) X (FT) Bq (FT)290.50 105.42 250 1.00 20.333 92.00 99.65 0.00 0.00 0.00ZONE EL. "A" EL. "B"q (PSF)X (FT)Bq (FT)1 103.8 104.8 250 1.00 20.33TED40038435GABJSDLWCCWSBROS-1070(009)1/29/18536GENERAL NOTESNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS TRAFFIC CONTROL GENERAL NOTES23SIGN MOUNTED ONTYPE III BARRIERW20-348' x 48'B/O41SEE SIGN DETAIL SEE SIGN DETAILSIGN DETAILSCALE: NTS4"6"3"6"3"6"3"6"3"4"2"4"2"4"4"1. 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.48"60"23SIGN SHOWN, SIGN SIMILAR, SEE ABOVETABLE 1ADDRESSES FOR TEMPORARY MAILBOXESINSTALLED FROM SOUTH TO NORTH2316 NE 31ST STSOUTHERNMOSTNORTHERNMOST2332 NE 31ST ST2336 NE 31ST ST2415 NE 31ST ST2220 NE 31ST ST2100 NE 31ST ST9"15"1"2"1"1"2"1"SIGN DETAILSCALE: NTSPERMANENT SIGNS, SEE SHEET24 AND 26 FOR PLACEMENT* NOTE: ONCE START AND END DATES APPROVED BY ENGINEER, LIST MONTH (ABR.), DATE AND YEARJONES AVE NENE 31ST STNE 44TH STLINCOLN AVE NEMONT E R E Y P L N E SE 88TH STLINCOLN AVE NEABER D E E N A V E N E NE 33RD STNE 31ST STPROJECT SITELEGENDPRIVATE DRIVEWAY14NE 43RD PL23DRIVEWAYTURNAROUNDTEMPORARY MAILBOXINSTALLATION/REMOVALSEE SPECIAL PROVISIONSAND TABLE 1TYPE III BARRICADE(PER WSDOT STD. PLAN K-80.20-00)SIGN LOCATION - POST MOUNTED(PER WSDOT STD. PLAN K-80.10-00)PICKUP AREA FOR TRASH, RECYCLE,YARD WASTE CONTAINERS FROMRESIDENTS, SEE SPECIAL PROVISIONS1NUMBERBY 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: Childress on: Mar 29, 2018 8:54 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 451201111TED40038436GABJSDLWCCWSBROS-1070(009)1/29/18636TEMPORARY STREET CLOSURE PLAN& SIGNAGE DETAILSNE 31ST STREET BRIDGE REPLACEMENTADDENDUM NO. 13/14/18100% SUBMITTAL3/29/18BID DOCUMENTS OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHWOHWO HW O HW OHWOH W OHWOHW O HW O HW O H WSEE NOTE 8WATTLE (TYP.)SITE PREP AND TESC PLAN1" = 20'feet402020 0scaleTESC NOTESTESC LEGENDSTRAW WATTLESSTABILIZED CONSTRUCTION AREACGSTABILIZED CONSTRUCTION AREAEXISTINGOUTFALL11+0012+0013+0014+0015+0016+0017+00SEE NOTE 8SEE NOTE 8SEE NOTE 8A-LINECLEARING & GRUBBING LIMITS (SEE NOTE 8)SAWSAWCUTTING AND SURFACING POLLUTION PREVENTIONSAWSAWPPPDUSTCONCDUST CONTROLCONCRETE HANDLINGDUSTDUSTCONCA-Line STA. 11+9525.00' RTA-Line STA. 12+28.8125.00' RTA-Line STA. 12+73.1645.00' RTA-Line STA. 13+44.2435.00' RTA-Line STA. 15+0035.00' RTA-Line STA. 15+0015.00' RTA-Line STA. 15+9515.00' RTA-Line STA. 15+9515.00' LTA-Line STA. 14+96.2615.00' LTA-Line STA. 14+68.3235.00' LTA-Line STA. 14+21.7235.00' LTA-Line STA. 13+59.6530.90' LTA-Line STA. 12+31.3525.00' LTA-Line STA. 11+9525.00' LTA-Line STA. 13+11.3245.00' RTEMBANKMENT EXCAVATIONISOLATION SYSTEM, (TYP.)SEE NOTE 10RLTRRSEE NOTE 10PRESERVE EXISTING TREERLTLIMB TREE (SEE NOTE 9)REMOVE TREE1. FLAG CLEARING LIMITS WITH STAKES AND SURVEY TAPE PRIOR TO CONSTRUCTION. DELINEATE WITHHIGH VISIBILITY SILT FENCE WHERE FEASIBLE.2. COVER EXPOSED AREA WITH CLEAR PLASTIC SHEETING AT THE END OF EACH WORKING DAY DURINGTHE WET SEASON AND RAIN EVENTS.3. EXTRA MULCH, SILT FENCE, PLASTIC SHEETING, NETTING, AND OIL-ABSORBENT MATERIAL SHALL BEONSITE AT ALL TIMES AND USED AS NEEDED. ALL MULCH USED AS A TEMPORARY COVER MEASURESHALL BE REMOVED PRIOR TO PLACEMENT OF STREAM GRAVEL, SEEDING, AND PLANTING TO ENSUREMAXIMUM SEED-TO-SOIL CONTACT.4. NO SEDIMENT SHALL BE ALLOWED TO ENTER INTO OR BE CONVEYED DOWNSTREAM.5. STAGING AREA SHALL BE SECURED TO CONTAIN ALL CONSTRUCTION MATERIALS, FUEL, OR OTHERHAZARDOUS MATERIALS FROM LEAVING THAT AREA, IN ACCORDANCE WITH APPROVED SPILLPREVENTION CONTROL AND COUNTERMEASURE PLAN.6. RESTORE STAGING, CLEARING, AND DISTURBED AREAS.7. REFER TO PROPERTY RESTORATION PLANS FOR PLANTING AND RESTORATION OF ALL DISTURBED AREAS(SEE SHEET 36).8. HIGH VISIBILITY SILT FENCE MAY COINCIDE WITH BUT NOT GO BEYOND CLEARING AND GRUBBINGLIMITS.9. THE TREE TO BE LIMBED IS A VERY LARGE COTTONWOOD. ALL LIMBS EXTENDING NORTH OVER SPECIALPERMIT USE AREA LINE THAT EXTEND OVER BRIDGE LOCATION ARE TO BE REMOVED.10. OH POWER AND TELECOM LINES TO BE RELOCATED OR RAISED BY PSE, CENTURY LINK, AND COMCAST,PRIOR TO CONSTRUCTION.11. STOCK PILE LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEERFOR APPROVAL.NUMBERBY 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: Aug 22, 2017 2:08 PM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED40038437GABJSDLWCCWSBROS-1070(009)1/29/18736SITE PREPARATION & TESC PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOH W OHW OHWOHWOHW OHW OHWOH W OHWOHWO HW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOOHW OHW OHW OHWOHWOHW OHW OHW OH W OHWOHWO HW O HWABANDONMONITORING WELLREMOVEEXISTING BRIDGESEE SHEET 18A-LINE STA. 12+28.00BEGIN EXISTINGASPHALT REMOVALA-LINE STA. 15+85END EXISTINGASPHALT REMOVALDEMOLITION PLAN1" = 20'feet402020 0scaleDEMOLITION LEGEND12+0013+0014+0015+0016+0012+0013+0014+0015+0016+00EXCAVATION LIMITS PLAN1" = 20'feet402020 0scaleROADWAY EXCAVATIONINCLUDING HAULSTRUCTURE EXCAVATION CLASS AINCLUDING HAULROADWAY EXCAVATIONINCLUDING HAULSTRUCTURE EXCAVATION CLASS AINCLUDING HAULEXCAVATION LEGENDSTRUCTURE EXCAVATIONCLASS A INCLUDING HAUL,SEE SHEET 9DEMOLITION NOTESSEE SHEET 7,NOTE 10PROTECTEXISTING STORMPIPE TO REMAINSEE SHEET 7,NOTE 10A-LINEA-LINEREMOVE EXISTINGGUARDRAIL ANDPOSTS (± 37 L.F.),SEE NOTE 3REMOVE EXISTINGGUARDRAIL ANDPOSTS (± 50 L.F.),SEE NOTE 3SAWREMOVE EXISTING ASPHALTSAWCUTREMOVE EXISTINGWEIGHT LIMIT SIGNROADWAY EXCAVATIONINCLUDING HAUL, DOES NOTINCLUDE REMOVING ASPHALTCONCRETE PAVEMENT1. EXISTING TREATED TIMBER PILES MAY BEENCOUNTERED DURING CONSTRUCTION.EXISTING TREATED TIMBER PILES SHALLBE REMOVED AND DISPOSED OF ASDIRECTED BY THE ENGINEER. SEE SPECIALPROVISIONS.2. WEIGHT LIMIT SIGNS FOR THE EXISTINGBRIDGE TO BE REMOVED.3. COSTS FOR REMOVAL EXISTINGGUARDRAIL AND POSTS INCLUDED INREMOVING EXISTING BRIDGE.REMOVE EXISTINGGUARDRAIL ANDPOSTS (± 75 L.F.),SEE NOTE 3REMOVE EXISTINGGUARDRAIL ANDPOSTS (± 37 L.F.),SEE NOTE 3NUMBERBY 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: Aug 23, 2017 11:59 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED40038438GABJSDLWCCWSBROS-1070(009)1/29/18836EXCAVATION LIMITS & DEMO PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS EXCAVATION AND BACKFILL LIMITSTYPICAL SECTION AT ABUTMENTSCALE: 1/2" = 1'-0"℄ BRG., DOWEL BAR,& CONC. PILESHMA OVERLAYSLAB GIRDERFINISHED GRADECONC. PILEGRAVEL BACKFILL FORWALL SEE SHEET 32FOR UPPER LIMITSPAY LIMITS FORSTRUCTURALEXCAVATION CLASS AFINISHEDGRADE1'-0"SHEET PILINGPILE CAPEXISTINGGRADE3'-0"SHEET PILE CAPEXCAVATION AND BACKFILL LIMITSTYPICAL SECTION AT SHEET PILE WALL CAPSCALE: 1/2" = 1'-0"EXISTINGGRADEPAY LIMITSFOR STRUCTURALEXCAVATION CLASS A1'-0"(TYP.)SHEET PILE CAPSHEET PILING1'-0"(TYP.)OHWOHWOHWOHWOHWOHWOHWOHWOHW OHWOHW OHWOHWO HW O H W CONSTRUCTION STAGING PLAN10+0011+0012+0013+0014+0015+0016+0017+0018+0018+701" = 40'feet804040 0scaleCRANE PAD FOR GIRDER ERECTIONEQUIPMENT STAGING ANDMATERIAL STOCKPILE AREA(WITHIN EXISTING PAVEDAREA ONLY)ROAD CLOSED SIGNEND PROJECTACCESS FOR ROADWAYEXCAVATION & WALL/BRIDGECONSTRUCTIONACCESS FOR ROADWAYEXCAVATION & WALL/BRIDGECONSTRUCTIONBEGIN PROJECTA-LINENOTE:1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING STABILIZEDCONSTRUCTION ENTRANCES AT WORK ACCESS LOCATIONS.NUMBERBY 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 7, 2017 7:53 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED40038439GABJSDLWCCWSBROS-1070(009)1/29/18936CONSTRUCTION STAGING PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 901001101201301409010011012013014011+80 12+00 13+00 14+00 15+00 16+00 16+20EVCS: 13+15.50EVCE: 106.57BVCS: 12+90.50BVCE: 105.82PVI STA:13+03.00PVI ELEV:106.50K:5.00LVC:25.00EVCS: 14+19.50EVCE: 106.84BVCS: 13+94.50BVCE: 106.96PVI STA:14+07.00PVI ELEV:107.02K:12.50LVC:25.00EVCS: 15+92.50EVCE: 109.13BVCS: 15+67.50BVCE: 108.53PVI STA:15+80.00PVI ELEV:108.91K:20.22LVC:25.00EVCS: 12+84.99EVCE: 105.51BVCS: 12+34.99BVCE: 103.68PVI STA:12+59.99PVI ELEV:104.14K:13.64LVC:50.00EVCS: 14+76.13EVCE: 106.66BVCS: 14+31.13BVCE: 106.66PVI STA:14+53.63PVI ELEV:106.32K:15.00LVC:45.00EVCS: 15+56.81EVCE: 108.21BVCS: 15+11.81BVCE: 107.20PVI STA:15+34.31PVI ELEV:107.53K:30.00LVC:45.001.83%5.50%0.50%-1.50%1.50%3.00%1.76%MATCH EXIST = 12+28ELEV = 103.55GRADE BREAK STA = 16+00ELEV = 109.26PROPOSED GRADE@ A-LINEEXISTING GROUND@ C A-LINELMATCH EXIST = 15+85ELEV = 108.98102.92103.39103.78103.75104.37104.08105.25104.39106.25104.57106.59104.74106.6996.09106.7996.51106.89105.42106.98105.64106.83105.81106.55106.12106.51106.43106.72106.81107.02107.16107.33107.53107.75107.90108.31108.37108.87108.87109.26109.26EG @ A-LINEFG @ A-LINE1.83%1.76%PROFILEfeet402020 0scalefeet201010 0scaleVERT.HORIZ.21222222222222222222222222222222222111111111111111111CCC221C222222COHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHWOHWO HW O HW OHWOH W OHW OHWO HW O HW O H W FFFFFFFFFFFFFFFFFFFFFFFFFFFFFPLAN11+0012+0013+0014+0015+0016+0017+00PC 14+21.89PT 15+64.46S75° 31' 57"EN78° 48' 58"EL=142.57,R=318.46Δ=25°39'05"CONSTRUCTION NOTES1feet402020 0scaleA-LINE STA. 11+00N: 192356.31E: 1304508.48A-LINE STA. 17+00N: 192298.13E: 1305094.45321.89'135.54'2345666SEC 32, T 24N, R 5E, W.M.77777NOTE:88881. SEE SHEET 11 FOR ROADWAY CROSS SECTIONS.2. CONDITION OF EXISTING PAVEMENT AT TIE-IN SHALL BEIN GOOD CONDITION. ENGINEER SHALL BE CONTACTEDIF PAVEMENT CONDITION VARIES AT TIE-IN.BEAM GUARDRAIL NON-FLARED TERMINAL, SKT-TL2,SEE WSDOT STANDARD PLAN C-4EGUARDRAIL TRANSITION, SEE SHEET 34RAIL ON SHEET PILE WALL CAP BEAM, SEE SHEET 34RAIL ON BRIDGE, SEE SHEET 33BEAM GUARDRAIL FLARED TERMINAL, FLEAT TL2,SEE WSDOT STANDARD PLAN C-4BADJUST PAVEMENT WIDTH AND CROSS SLOPE AS REQUIRED TO MEETAND MATCH EXISTING ASPHALT. SEAL JOINTS AT EXISTING ASPHALTWITH HOT POURED JOINT SEALER. SEE NOTE 2.ROCK DISPERSION PAD, SEE DETAIL 6 ON SHEET 11.EDGE OF WIDENED EMBANKMENT FOR NON-FLARED TERMINAL, SEEWSDOT STD PLAN C-4E FOR REQUIREMENTS.8CONSTRUCTIONCLA-LINEEND PROJECT=END CONSTRUCTION=A-LINE STA. 15+85BEGIN PROJECT=BEGIN CONSTRUCTION=A-LINE STA. 12+28A-LINE STA. 15+8510.00' RT1BEGINA-LINE STA. 12+57.0410.00' LT1BEGINA-LINE STA. 12+57.0410.00' RTA-LINE STA. 13+15.5010.42' RTBEGIN BRIDGEBACK OF BACKWALLPROPOSED BRIDGE(SEE SHEETS 17-33)A-LINE STA. 13+94.5010.42' RTEND BRIDGEBACK OF BACKWALLA-LINE STA. 15+8510.00' LTA-LINE STA. 12+2810.00' LTA-LINE STA. 12+2810.00' RT1ENDA-LINE STA. 14+41.8110.00' RT1ENDSTA "A-LINE" 12+82.0410.00' RT2BEGIN2ENDSTA "A-LINE" 13+00.7910.00' RT3BEGIN3ENDSTA "A-LINE" 13+19.5010.11' RTBEGIN44ENDSTA "A-LINE" 13+90.5010.11' RTBEGIN33ENDSTA "A-LINE" 13+98.7510.00' RTBEGIN22ENDSTA "A-LINE" 14+17.4610.00' RTBEGIN1A-LINE STA. 13+15.5010.42' LTBEGIN BRIDGEBACK OF BACKWALLA-LINE STA. 13+94.5010.42' LTEND BRIDGEBACK OF BACKWALL5ENDA-LINE STA. 14+78.0711.67' LT1ENDSTA "A-LINE" 12+82.0410.00' LT2BEGIN2ENDSTA "A-LINE" 13+00.7910.00' LT3BEGIN3ENDSTA "A-LINE" 13+19.509.89' LTBEGIN44ENDSTA "A-LINE" 13+90.509.89' LTBEGIN33ENDSTA "A-LINE" 14+32.8610.00' LTBEGIN22ENDSTA "A-LINE" 14+52.2010.00' LTBEGIN5NUMBERBY 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: Michael.oliveria on: Oct 20, 2017 11:48 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED400384310GABJSDLWCCWSBROS-1070(009)1/29/181036ROADWAY PLAN & PROFILENE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 1'10'10'1'TYPICAL SECTIONGRADE TOMATCH EXISTING2H:1V MAXPROFILE GRADE ANDPIVOT POINT2% *2% *31210'10'TYPICAL SECTIONPROFILE GRADE ANDPIVOT POINT2%2%PROFILE GRADE ANDPIVOT POINTTYPICAL SECTIONSECTION NOTES:1234555LL6744831210'L12PROFILE GRADE ANDPIVOT POINT10'1'PROFILE GRADE ANDPIVOT POINT354GRADE TOMATCH EXISTING2H:1V MAXGRADE TO MATCH EXISTING2H:1V MAXA-LINE STA. 12+28.00 TO 13+00.00A-LINE STA. 14+33.93 TO 15+85.008TYPICAL SECTION10'2%L12PROFILE GRADE ANDPIVOT POINT10'1'PROFILE GRADE ANDPIVOT POINT2%354GRADE TOMATCH EXISTING2H:1V MAX10'10'TYPICAL SECTIONPROFILE GRADE ANDPIVOT POINTVARIES **VARIES **PROFILE GRADE ANDPIVOT POINT6L10312A-LINE STA. 13+00.00 TO 13+07.50A-LINE STA. 14+00.00 TO 14+02.50A-LINE STA. 14+02.50 TO 14+33.93981081H:1VC A-LINEC A-LINEC A-LINEC A-LINEC A-LINE6VARIES67666VARIES7VARIES7VARIES7VARIES7VARIES710999A-LINE STA. 13+07.50 TO 13+15.50A-LINE STA. 13+15.50 TO 13+94.50 (SEE BRIDGE PLANS)A-LINE STA. 13+94.50 TO 14+00.00VARIES **VARIES **HAND PLACED QUARRY SPALLSVARIESFACE OF GUARDRAILCURB/PILE CAPEND OF CURB/PILE CAPPROFILE VIEWPLAN VIEW3'HAND PLACEDQUARRY SPALLSVARIES66"CONSTRUCTIONGEOTEXTILEGEOTEXTILE6" KEYROCK PAD DISPERSION DETAILSRIGHT OFWAY LINERIGHT OFWAY LINEKEY IN GEOTEXTILENOTE: GEOTEXTILE SHALL MEET STD. SPEC. 9-33.2(1)TABLE 3, NONWOVEN GEOTEXTILE FOR SEPARATION, 160 LB MINHOT MIX ASPHALT CLASS 1/2" PG 64-22, 0.17' COMPACTED DEPTH (WEARING COURSE)HOT MIX ASPHALT CLASS 1/2" PG 64-22, 0.25' COMPACTED DEPTH (LEVELLING COURSE)CRUSHED SURFACING BASE COURSE, 0.50' COMPACTED DEPTHCRUSHED SURFACING BASE COURSE, 0.50' MINIMUM DEPTHGUARDRAIL TYPE 1 PER WSDOT STD. PLAN C-4e (UNLESS NOTED OTHERWISE, SEEROADWAY PLAN FOR EXTENTS)TRAFFIC BARRIER (SEE SHEET 34)SHEET PILE WALL (SEE SHEETS 21-23)NATIVE MATERIALGRAVEL BORROW TO SUBGRADE (AS REQUIRED)CONTROLLED DENSITY FILL (SEE SHEET 32)* EXCEPT AS REQUIRED TO TIE IN TO EXISTING PAVEMENT** VARIES BETWEEN 2% ON THE ROADWAY AND 1.5% AT THE BRIDGE.TRANSITIONS SHOULD OCCUR AT A UNIFORM RATE OVER THE SECTIONS SHOWN.RIGHT OFWAY LINERIGHT OFWAY LINERIGHT OFWAY LINERIGHT OFWAY LINENUMBERBY 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: Aug 7, 2017 7:53 AM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120TED400384311GABJSDLWCCWSBROS-1070(009)1/29/181136ROADWAY SECTIONS & DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWO H W O H W O H W O H W O H W O H W O H W O H W O H W OH W OH W OHW OHW OHW OHW O H W O H W O H W O H W O21222222222222222222222222222222222111111111111111111CCCCCCCCCCCCCCCC221CCCCCCC222222CCCCCC 13+0014+00CONSTRUCTIONCLA-LINEA-LINE STA. 13+87.7512.92' RTELEV. 99.00A-LINE STA. 13+25.2022.63' RTELEV. 98.52A-LINE STA. 13+22.2512.92' RTELEV. 100.00A-LINE STA. 13+68.7818.05' LTELEV. 97.64A6A14A7 ELEV. 98.31 ELEV. 97.62ELEV. 95.53A-LINE STA. 13+87.7523.27' LTELEV. 98.68AKP4.00FGCA-LINE STA. 13+87.7516.92' RTELEV. 99.00CENTER OFCORNER GRADINGNW-LINESEE SHEET 135.00FACE OF SHEET PILE(CAP NOT SHOWN)NBFACE OF SHEET PILE(CAP NOT SHOWN)FACE OF SHEET PILE(CAP NOT SHOWN)A-LINE STA. 13+51.6126.91' RTELEV. 97.28BREAK-LINE ABREAK-LINE BBREAK-LINE CBREAK-LINE DBREAK-LINE EBREAK-LINE FHDLMOQ0+000+24JGBRIDGEABUTMENTBRIDGE ABUTMENTA-LINE STA. 13+59.0514.62' RTELEV. 97.55 ELEV. 97.41A-LINE STA. 13+31.328.06' RTELEV. 97.00A-LINE STA. 13+28.2515.36' RTELEV. 97.00A-LINE STA. 13+87.7512.92' LTELEV. 98.68MAY CREEKFACE OF SHEET PILE(CAP NOT SHOWN)PLANLEGEND: ARMORINGHEAVY LOOSE RIP-RAPEXISTING BRIDGE PIER(TO BE REMOVED)STREAMBED BOULDER - ONE MANSTREAMBED BOULDER - TWO MANEXISTING RIPRAP REMOVAL ABOVE OHWMEMBANKMENT EXCAVATION ISOLATION SYSTEM(AS REQUIRED)OUTLINE OF PROPOSED BRIDGEGRADE BREAKCUT DAYLIGHT LINESURVEYED ORDINARY HIGH WATER FLAG NUMBERCONSTRUCTION NOTES1.PLAN SHEET 12 IS THE BASIS FOR PERMITTING THE PROJECT. ASREQUIRED, CONTRACTOR SHALL SUBMIT A DETAIL PLAN TO THEENGINEER FOR PLACING THE EMBANKMENT EXCAVATION ISOLATIONSYSTEM. THE EMBANKMENT EXCAVATION ISOLATION SYSTEM MUSTBE DESIGNED TO HOLD BACK WATER FROM THE CREEK, ISOLATE THEWORK AREA, AND PREVENT FISH FROM ENTERING THE WORK AREA.THE PLAN SHALL BE REVIEWED AND APPROVED BY ENGINEER PRIORTO ANY WORK BEING CONDUCTED.2.EMBANKMENT EXCAVATION ISOLATION SYSTEM SHALL BE PLACED TOA HEIGHT AT LEAST ONE FOOT ABOVE THE SURVEYED ORDINARY HIGHWATER ELEVATION.1. SEE SHEET 7 FOR SITE PREPARATION AND EROSION CONTROL.2. SEE SHEET 10 FOR A-LINE GEOMETRY.3. SEE SHEET 13 FOR NW-LINE GEOMETRY AND ADDITIONAL GRADINGINFORMATION.1" = 5'feet10550scaleNUMBERBY 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: Aug 23, 2017 1:17 PM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120NOTES:XXCTED400384312GABADADCWSBROS-1070(009)1/29/181236GRADING PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS LINE TABLELINE #L1L2LENGTH2.0020.55BEARINGN14° 28' 02.88"ES51° 29' 28.67"ESTART POINT (NE)192311.36, 1304726.41192313.56, 1304727.70END POINT (NE)192313.29, 1304726.91192300.76, 1304743.78CURVE TABLECURVE #C1RADIUS0.50LENGTH1.00DELTA114°02'28"START POINT (NE)192313.2912, 1304726.91END POINT (NE)192313.56, 1304727.70O H W O H W O H W O H W O H W O H W O H W O H W OH W OH W OH W OH W 22222211111221CCCCCCCCCC222222CCCCCC13+2013+400+000+20PC 0+02.00PT 0+02.99STA "NW" 0+00=STA "A-Line" 13+22.25, 10.92 LTSTA "NW" 0+23.55=STA "A-Line" 13+41.72, 5.00 LTC1L1L2A-LINE STA. 13+28.254.44' LTELEV. 97.00A-LINE STA. 13+35.511.20' LTELEV. 97.00A-LINE STA. 13+22.7512.92' LTELEV. 99.75CENTER PT OFCURVE C1 ANDCORNER GRADINGA-LINEA-LINE STA. 13+42.0912.48' LTELEV. 97.50A-LINE STA. 13+22.2512.92' LTELEV. 100.00-50.0%A-LINE STA. 13+22.251.61' LTELEV. 100.00A-LINE STA. 13+37.6513.39' LTELEV. 103.00BREAK-LINE CBREAK-LINE BBRIDGEABUTMENTEMBANKMENTEXCAVATIONISOLATION LINEPLAN : NW-LINE1. NW-LINE PROFILE ALIGNED WITH 100' CONTOUR LINE EAST OFBREAK-LINE B.2. FOR LEGEND, SEE SHEET 12.NUMBERBY 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: Aug 22, 2017 2:24 PM File: Q:\FederalWay\2017\A17.0023\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 DEPARTMENT 45120NOTES:6.00'FACE OF SHEETPILE WALLFACE OF SHEETPILE WALLTED400384313GABADADCWSBROS-1070(009)1/29/181336GRADING GEOMETRYNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS SECTION NOTES:123436'EXISTING GRADE2124FINISH GRADE15.1%MATCH EXISTINGGRADE AT OHWFINISH GRADE1152134BREAK-LINE AFACE OFSHEET PILEFACE OFSHEET PILEPGL, EL= 100CL NW-LINE MATCHEXISTINGGRADETYPICAL SECTIONNW-LINE STA 0+02.00 TO 0+13.01TYPICAL SECTIONFINISH GRADEEXISTING GRADE12FINISHGRADEEXISTINGGRADEFINISH GRADEBRIDGE65BREAK-LINE APGL, EL= 100TYPICAL SECTIONFINISH GRADEEXISTING GRADE12546FACE OFSHEET PILETYPICAL SECTION100-YR FLOOD EL = 101.8100-YR FLOOD EL = 101.8EL = 100100-YR FLOOD EL = 101.8100-YR FLOOD EL = 101.8CL NW-LINE 2.5'2.5'1145MATCH EXISTINGGRADE AT OHW2'MINEL = 95.5EL = 94.51.312.5'PGL BREAK-LINE CEL VARIES 97 TO 97.5MATCH EXISTING GRADEAT OHWPGLBREAK-LINE BEL VARIES97 TO 103SEE SECTION D1:1 SLOPE1.43'3PGL, EL = 100CL NW-LINE MATCHEXISTINGGRADETYPICAL SECTION1NW-LINE STA 0+13.01 TO 0+18.42FINISHGRADEEXISTING GRADE456100-YR FLOOD EL = 101.82.5'11211244EMBANKMENTEXCAVATIONISOLATION SYSTEMAS REQUIREDEXISTING BRIDGEINT. PIERSLOPE 1:1SLOPE 1:1EMBANKMENT EXCAVATIONISOLATION SYSTEM6EL = 95EL = 93.23EL = 95EL = 93.233.0'EL = 93.5EL = 93.23EL = 951-MAN BOULDER, SEE SHEET 12 FOR LOCATION2-MAN BOULDER, SEE SHEET 12 FOR LOCATIONSTREAMBED SEDIMENT BENEATH BOULDERS, 0.5'STREAMBED COBBLES AND STREAMBED SEDIMENTHEAVY LOOSE RIP-RAPCRUSHED SURFACING BASE COURSE, BOT EL = 101.8MATCHEXISTINGGRADENUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C14-16.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 22, 2017 2:29 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\01_C14-16.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 451201. SEE SHEETS 12 AND 13 FOR BREAK-LINE LOCATION ANDELEVATIONS.NOTES:TED400384314GABADADCWSBROS-1070(009)1/29/181436GRADING SECTIONS & DETAILSSHEET 1NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS FINISH GRADEEXISTING GRADEMATCH EXISTINGELEV AT OHWVARIES0' MINTYPICAL SECTIONTYPICAL SECTIONSE-LINE STA 0+00.00 TO 0+9.0712 MAXVARIES4' MAXMATCHEXISTINGGRADE12 MAX12 MAXEXISTING GRADEEXISTING GRADE341111TYPICAL SECTIONTYPICAL SECTIONTYPICAL SECTIONEXISTING GRADEEXISTING GRADEFACE OFSHEET PILEFACE OFSHEET PILE(BEYOND)FINISH GRADEMATCHEXISTING GRADEVARIES2' TO 5'FINISH GRADEMATCHEXISTING GRADE344FINISH GRADEMATCHEXISTING GRADEFINISH GRADE44EL = 95PGLBREAK-LINE EPGLBREAK-LINE FEL = 95.5EL = 94.52PGLBREAK-LINE EPGLBREAK-LINE FFACE OFSHEET PILE(BEYOND)EXISTINGGRADEEL = 95MATCHEXISTINGGRADE12EL = 970%0%0%0%2' MINNORMALTO FINISHGRADE6.00'11MATCHEXISTINGGRADE2.0'5.53'TYPICAL SECTIONEL = 1001.2%1.2%MATCH EXISTINGGRADE114SECTION NOTES:123451-MAN BOULDER, SEE SHEET 12 FOR LOCATION2-MAN BOULDER, SEE SHEET 12 FOR LOCATIONSTREAMBED SEDIMENT BENEATH BOULDERS, 0.5'STREAMBED COBBLES AND STREAMBED SEDIMENTHEAVY LOOSE RIP-RAP2EMBANKMENTEXCAVATION ISOLATIONSYSTEM AS REQUIRED11EMBANKMENT EXCAVATIONISOLATION SYSTEM AS REQUIRED2.0'2.0'2.0'NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C14-16.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 22, 2017 2:29 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\01_C14-16.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 451201. SEE SHEETS 12 AND 13 FOR BREAK-LINE LOCATION ANDELEVATIONS.NOTES:TED400384315GABADADCWSBROS-1070(009)1/29/181536GRADING SECTIONS & DETAILSSHEET 2NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS FACE OFSHEET PILE(BEYOND)FACE OFSHEET PILE(BEYOND)1EXISTING GRADEEXISTINGGRADE1134FINISH GRADEMATCH EXISTINGGRADE AT OHWTYPICAL SECTIONTYPICAL SECTIONEL = VARIES, 98.68 MINAT CORNER OF SHEET PILEFINISHGRADEEXISTING GRADETYPICAL SECTIONFACE OFSHEET PILE22.5'112453EL = 94.5EL = 95.55.1%100-YR FLOOD EL = 101.8PGLBREAK-LINE D0%1.2%EL = 94.5EL = 95.5EL = 95.51MATCH EXISTINGGRADE AT OHWFINISH GRADEPGLBREAK-LINE D0%1.2%4TYPICAL SECTIONSECTION NOTES:23452-MAN BOULDER, SEE SHEET 12 FOR LOCATIONSTREAMBED SEDIMENT BENEATH BOULDERS, 0.5'STREAMBED COBBLES AND STREAMBED SEDIMENTHEAVY LOOSE RIP-RAPMATCHEXISTINGGRADEFACE OFSHEET PILE(BEYOND)EL = 95.55.1%12 MAXFINISH GRADEEL = 992.53'2.0'TYPICAL SECTIONFACE OFSHEET PILE(BEYOND)EL = 92.731.73'1:1 SLOPEEXISTINGGRADEMATCHEXISTINGGRADE2.0'EL = 95.51.89'1:1 SLOPE12EL = 98.685.5%FINISH GRADEEMBANKMENTEXCAVATION ISOLATIONSYSTEM AS REQUIREDNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:01_C14-16.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 22, 2017 2:29 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\01_C14-16.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 451201. SEE SHEETS 12 AND 13 FOR BREAK-LINELOCATION AND ELEVATIONS.NOTES:TED400384316GABADADCWSBROS-1070(009)1/29/181636GRADING SECTIONS & DETAILSSHEET 3NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS PLANELEVATION1" = 10'feet201010 0scale1" = 10'feet201010 0scale8090100110OHW ELEV.CONC. PILE, (TYP.)100 YR. FLOODELEV. 101.80REF. LINEELEV. 80.00PROFILE GRADE@ ℄ BRIDGETHRIE BEAMBRIDGE RAILFINAL GRADE(DOWNSTREAM)VERTICAL DATUMNAVD 1988PRECAST PRESTRESSED2'-6" VOIDED SLABS LOADING: HL-93SHEET PILEWALL, (TYP.)NOTES:PPEXIST.GROUND LINE(DOWNSTREAM)13+0014+00OHWOHWOHWOHWOHWOHWOHWOHWO H W O H W OH W OH W O H WROWROW A-LINEPROFILEGRADE LINE& PIVOT PT.75'-0"℄ BRG. TO ℄ BRG.79'-0"(BK. OF BACKWALL-TO-BK. OF BACKWALL)2'-0"2'-0"MAY CREEK10'-5"TO EOS-0.015'/FT.-0.01'5/FT.BRIDGE RAILSHEET PILE WALLCAP BEAMSHEET PILE WALLCAP BEAM10'-5"TO EOS100 YR. FLOODFINAL GRADE(UPSTREAM)EXIST.GROUND LINE(UPSTREAM)ABUTMENT 1℄ BRG. & CONC. PILEA-LINE STA. 13+17.50ELEV. 106.58ABUTMENT 2℄ BRG. & CONC. PILEA-LINE STA. 13+92.50ELEV. 106.951. ELEVATIONS ARE FINAL GRADE MEASURED AT THE TOP OFROADWAY ALONG THE A-LINE.2. FOR ROADWAY ALIGNMENT AND PROFILE DATA SEE SHEET 10.3. THE CENTERLINE OF BEARING OF THE ABUTMENTS ARE LOCATEDPERPENDICULAR TO THE A-LINE.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S01.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:53 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S01.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 45120TED400384317GABMJHLWCCWSBROS-1070(009)1/29/181736BRIDGE PLAN & ELEVATIONNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS PHASE 31" = 10'feet201010 0scale13+0014+00OHWOHWOHWOHWOHWOHW OHW OHW OHWROWROW A-LINENE 31ST STREETMAY CREEKCONSTRUCTION SEQUENCE:123NOTES:LEGEND:EXISTING BRIDGEREMOVAL LIMITSEMBANKMENT EXCAVATION ISOLATION SYSTEMGRADE BREAKBACKWALL, (TYP.)PHASE 3 - POST FISH WINDOW1. ERECT GIRDERS.2. CONSTRUCT ABUTMENT BACKWALLS AND REMAINING SHEET PILECAP.3. CONSTRUCT EAST AND WEST APPROACH ROADWAY (TO SUBGRADE).4. WATERPROOF, PAVE, AND INSTALL RAILING SYSTEM. RESTORE SITE.PHASE 1 - PRE FISH WINDOW1. CLOSE ROAD.2. STOCKPILE MATERIAL, SEE NOTE 2.3. DRIVE CONCRETE PILES ON EAST AND WEST SIDE OF MAY CREEK, SEE NOTE 3.4. INSTALL SHEET PILE ON EAST AND WEST SIDE OF MAY CREEK, SEE NOTE 3.5. CONSTRUCT EAST CAP BEAM AND EAST SHEET PILE CAP BEAM BELOWFOOTPRINT OF BRIDGE.6. CONSTRUCT WEST CAP BEAM AND WEST SHEET PILE CAP BEAM BELOWFOOTPRINT OF BRIDGE.7. REMOVING EXISTING BRIDGE SUPERSTRUCTURE, LOCALLY EXCAVATEBETWEEN EXISTING BRIDGE END PIERS AND SHEET PILING AS REQUIRED.PHASE 2 - FISH WINDOW1. INSTALL EMBANKMENT EXCAVATION ISOLATION SYSTEM (AS REQUIRED) TOISOLATE WORK AREA.2. LOCALLY EXCAVATE BEHIND EXISTING ABUTMENT WALLS (AS REQUIRED).3. REMOVE EXISTING BRIDGE END AND INTERMEDIATE PIERS.4. CONDUCT GRADING & REVETMENT MODIFICATIONS/REMOVAL.5. REMOVE EMBANKMENT EXCAVATION ISOLATION SYSTEM.1. THE PROPOSED SEQUENCE SHOWN REPRESENTS TO THE CONTRACTORONE POSSIBLE SCHEME. THE CONTRACTOR SHALL SUBMIT PROPOSEDCONSTRUCTION METHODS AND SEQUENCE TO THE ENGINEER PRIORTO THE START OF CONSTRUCTION.2. CONSTRUCTION EQUIPMENT AND MATERIALS MAY NEED TO BESTOCKPILED ON EAST SIDE OF BRIDGE TO FACILITATE CONSTRUCTIONOF THE EMBANKMENT EXCAVATION ISOLATION SYSTEM, GRADING,EAST SIDE ROADWAY APPROACH, ETC. AHEAD OF CAP BEAMCONSTRUCTION AND DEMOLITION OF THE EXISTING BRIDGESUPERSTRUCTURE.3. TEMPORARY CONSTRUCTION PLATES MAY BE REQUIRED OVER WESTSIDE PILING TO ACCESS EAST SIDE OF EXISTING BRIDGE.4. REFER TO THE PERMITS IN APPENDIX E FOR THE FISH WINDOW PERIOD.PHASE 21" = 10'feet201010 0scale13+0014+00OHWOHWOHWOHWOHWO H W OH W OH W O H WROWROW A-LINENE 31ST STREETMAY CREEKREMOVE EXISTINGREVETMENT TOOHW ELEV., (TYP.)EXISTINGREVETMENTREMOVE EXISTINGBRIDGE PIERS, (TYP)EMBANKMENT EXCAVATIONISOLATION SYSTEM21222222222222222222222222222222222111111111111111111CCCCCCC221CCC222222CCCEXTEND RIP-RAPREVETMENTPHASE 11" = 10'feet201010 0scale13+0014+00OHWOHWOHWOHWOHWO H W OH W OH W O H WROWROW A-LINENE 31ST STREETMAY CREEKCONC. PILE, (TYP.)EAST CAP BEAMSHEET PILING, (TYP.)REMOVE EXISTINGBRIDGE SUPERSTRUCTURECONC. PILE, (TYP.)WEST CAP BEAMEAST SHEET PILECAP BEAMWEST SHEET PILECAP BEAMNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S02.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Mar 29, 2018 8:51 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S02.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 4512011111TED400384318GABMJHLWCCWSBROS-1070(009)1/29/181836BRIDGE CONSTRUCTION SEQUENCENE 31ST STREET BRIDGE REPLACEMENTADDENDUM NO. 13/14/18100% SUBMITTAL3/29/18BID DOCUMENTS OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWO H W O H W O H W O H W O H W O H W O H W O H W O H W OH W OH W OHW OHW OHW OHW O H W 13+0014+00ROWFOUNDATION PLANSCALE: 1" = 5'A-LINEROW90°PILE 1A, A-LINE STA. 13+17.50 (7.50' LT)PILE 1B, A-LINE STA. 13+17.50 (2.50' LT)PILE 1C, A-LINE STA. 13+17.50 (2.50' RT)PILE 1D, A-LINE STA. 13+17.50 (7.50' RT)90°PILE 2A, A-LINE STA. 13+92.50 (7.50' LT)PILE 2B, A-LINE STA. 13+92.50 (2.50' LT)PILE 2C, A-LINE STA. 13+92.50 (2.50' RT)PILE 2D, A-LINE STA. 13+92.50 (7.50' RT)PC 14+21.89WORK LINEWORK LINEWORK LINEWORK LINEWORK LINE2'-0"Ø PILE, (TYP.)2'-0"Ø PILE, (TYP.)WORK LINENOTES:ANGLE POINT A2A-LINE STA. 13+89.25(11.42' LT)START OF WALL 2A-LINE STA. 14+33.93 (11.20' LT)ANGLE POINT B2A-LINE STA. 13+89.25(11.42' RT)END OF WALL 2A-LINE STA. 14+00.00 (11.42' RT)ANGLE POINT B1A-LINE STA. 13+20.75(11.42' LT)END OF WALL 1A-LINE STA. 13+00.00(11.42' LT)START OF WALL 1A-LINE STA. 13+00.00(11.42' RT)ANGLE POINT A1A-LINE STA. 13+20.75(11.42' RT)℄ ABUTMENT 1 PILE & BRG.℄ ABUTMENT 2 PILE & BRG.EXIST. PIERS(TO BE REMOVED)1. SEE SHEET 20, "CAST-IN-PLACE CONCRETE PILING DETAILS", FOR PILEDETAILS.2. SEE SHEET 18, "BRIDGE CONSTRUCTION SEQUENCE", AND CONTRACTPROVISIONS FOR EXISTING BRIDGE AND DEMOLITION DETAILS.SEE SHEET 7,NOTE 10NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S03.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:54 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S03.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 45120TED400384319GABMJHLWCCWSBROS-1070(009)1/29/181936FOUNDATION PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 3'-9"AELEVATION - CONCRETE PILESCALE: 3/4" = 1'-0"℄ PILEBOTTOM OFCAP BEAM8 #9X015"#5 SPIRAL @ 6" PITCH3"CLR.PILE TIP ELEV.SEE SHT. 5X021" MIN.3" MAX. BREAKIN SPIRAL FORCAP BEAM REINF.TOP OF PILESEE SHTS. 24&261"4"1"SPIRALDETAIL - SPIRAL WELDED LAP SPLICESCALE: N.T.S.WELDED SPLICEAT END OF SPIRAL3 WRAPSOF SPIRALSPIRAL BARDETAIL - SPIRAL TERMINATIONSCALE: N.T.S.1/4 (3/16) NOTES:1. SPIRAL SPLICE SHALL BE WELDED ONLY.2. WELDING SHALL MEET THE REQUIREMENTS OF STD. SPEC 6-02.3(24)E.3. WHERE THE SPIRAL TERMINATES THE SPIRAL TAIL SHALL BE WELDEDBACK TO ITSELF, SEE SPIRAL TERMINATION DETAIL.NOTES:DETAIL - CONCRETE PILE END CAPSCALE: 2" = 1'-0"SECTIONASCALE: 2" = 1'-0"2'-0"℄ PILEMIN. PILETIP ELEV.2'-0"Ø CONC. PILE, CONTRACTOR TODETERMINE THICKNESS SEE NOTE 12"CLR. #5 SPIRALX02X01℄ PILE℄ PIERCONTRACTOR DESIGN,MIN. 1" THICK1. MINIMUM PIPE WALL THICKNESS SHALL BE 5/8". PILE DRIVING STRESSES SHALLNOT EXCEED THE MAXIMUM AS SPECIFIED IN STANDARD SPECIFICATIONSECTION 6-05.3(9)A. THIS WILL BE MONITORED AND VERIFIED BY PDAANALYSIS. A MINIMUM OF 2 EACH PDA ANALYSIS SHALL BE CONDUCTED.2. CONCRETE PLACED IN THE PIPE PILE SHALL BE CLASS 4000P.3. THE "X" IN THE BAR MARK CORRESPONDS TO PIER NUMBER. #9 VERT.,(TYP.) (8 TOTAL) GNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S04.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:54 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S04.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 45120TED400384320GABMJHLWCCWSBROS-1070(009)1/29/182036CAST-IN-PLACE CONCRETE PILING DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 8090100110DEVELOPED ELEVATION - SHEET PILE WALL - ABUTMENT 1SCALE: 1/4" = 1'-0" (LOOKING BACK ON STATION)℄ BRIDGEA-LINEFG FOWTIP ELEV. = 84.00TOP OF SHEET PILE WALLELEV. 99.28BRIDGE ABUTMENTEG4'-9"4'-9"TOP OF SHEETPILE WALLELEV. 105.04TOP OF SHEETPILE WALLELEV. 105.04TOP OF SHEETPILE CAPGUARDRAILSEE SHEETS 33-35FOR DETAILSTOP OF SHEETPILE WALLELEV. 105.41TOP OF SHEETPILE WALLELEV. 105.41NOTES1. ELEVATIONS SHOWN ARE TAKEN ALONG THE WORK LINE.BBA1END SHEET PILE WALL 1SEE SHEET 19FG FOWFG FOW(SIM.)9"TYP.ANGLE POINT A1SHEET PILE WALLSEE SHEET 19BEGIN SHEET PILE WALL 1SEE SHEET 19ANGLE POINT B1SHEET PILE WALLSEE SHEET 19ZONE 1ZONE 3ZONE 1NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S05.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:54 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S05.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 45120TED400384321GABMJHLWCCWSBROS-1070(009)1/29/182136SHEET PILE WALL 1 ELEVATIONNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 809010011070DEVELOPED ELEVATION - SHEET PILE WALL - ABUTMENT 2SCALE: 1/4" = 1'-0" (LOOKING AHEAD ON STATION)℄ BRIDGEA-LINEFG FOWBRIDGE ABUTMENTEGTOP OF SHEET PILE WALLELEV. 99.65TOP OF SHEETPILE CAPGUARDRAILSEE SHEETS 33-35FOR DETAILSTOP OF SHEETPILE WALLELEV. 105.80TOP OF SHEETPILE WALLELEV. 105.804'-9"4'-9"TOP OF SHEETPILE WALLELEV. 105.79TOP OF SHEETPILE WALLELEV. 105.42TIP ELEV. = 74.00TIP ELEV. = 84.00NOTESTOP OF SHEET PILE WALL TOREMAIN PARALLEL TOVERTICAL CURVE, SEE SHEET 10BBA1FG FOWEND SHEET PILE WALL 2SEE SHEET 19(SIM.)ZONE 2ZONE 3(SEE NOTE 2)ZONE 19"TYP.BEGIN SHEET PILE WALL 2SEE SHEET 19ANGLE POINT A2SHEET PILE WALLSEE SHEET 19ANGLE POINT B2SHEET PILE WALLSEE SHEET 191. ELEVATIONS SHOWN ARE TAKEN ALONG THE WORK LINE.2. SHEET PILE TIP ELEVATION FROM ZONE 2 EXTENDS FROMANGLE POINT A3 TO BRIDGE CENTERLINE FOR SCOURPROTECTION.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S06.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:54 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S06.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 45120TED400384322GABMJHLWCCWSBROS-1070(009)1/29/182236SHEET PILE WALL 2 ELEVATIONNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS SECTIONASCALE: 1" = 1'-0"6"DETAIL1SCALE: 1" = 1'-0"SECTIONBSCALE: 1" = 1'-0"3'-0"2'-0"9"(TYP.)SHEET PILE3'-3"2'-0"1'-0" *SHEET PILETRAFFIC BARRIER,SEE SHEET 35SHEET PILECJROADWAY SURFACESLABGIRDER(BEYOND) #5X32 #5, SEE NOTE 1X30 #5 E.F., (TYP.)X38 #5X32 #5 E.F., (TYP.)X38DCSECTIONCSCALE: 1" = 1'-0"SECTIONDSCALE: 1" = 1'-0" #5 LAP W/ EA. AND X32X35 #5 LAP W/ EA. & BARX344 #5 E.F., (TYP.)X334 #5X365 #5X32 #5, (TYP.)X374 #5X31CONC. PILE(BEYOND)4"2 #5SPA. @ 12" MAX.X302 #5SPA. @ 12" MAX.X31X392" CLR.(TYP.)3" CLR.(TYP.) #5X31 #5X31 #5SEE NOTE 1X39FG BOWFG FOWROADWAYSURFACEEG FOW2 #5SPA. @ 12" MAX.X30WORK LINEWORK LINE@ 4 EQ. SPA. = 3'-6"SEE NOTES 1 & 2X41 #5X33 #5@ 3 SPA.SEE NOTE 4X36 #5 LAP 2'-0"W/ #5 & #5(5 TOTAL EA. END)X37X312'-6"℄ PIER (ABUTMENT)WORK LINEWORK LINEWORK LINE #5, SEE NOTE 1X302'-6"2" CLR.(TYP.)DIMENSION VARIES @SHEET PILING CAP EASTOF STA. 14+21.89 INORDER TO ALIGN WITHTHE EDGE OF ROADWAY*3" CLR.(TYP.)NOTES: #5, (TYP.)X42 #5X33 #5X33WORK LINE8"2'-6"ANGLE POINT2 #52 #5,SEE NOTES 1 & 3X432'-6"2'-0"2" CLR.(TYP.)CJ2" CLR.(TYP.)1'-4" #5X404 #5X362'-6"LAP SPLICE #5 x 4'-0" ALIGNW/ EA. PAIR EA.FACE OF CAP BEAM(8 TOTAL EA. END)X42X41X33X42X32 #5 3'-0"ALIGN IN PLANEOF BARSX401'-4"X312'-6" LAPSPLICE6"E.F.X38α= SEE NOTE 1αα1. CONTRACTOR MAY BURN A 1" TALL x 2" WIDE HOLE IN THE SHEETPILING FOR PLACEMENT OF REINFORCEMENT.2. TOP AND BOTTOM LEGS OF THE X41 #5 BARS FIT BETWEEN THETOP AND BOTTOM MAT X36 BARS.3. ALIGN 2 X43 #5 WITH TOP AND BOTTOM MAT X36 BARS ANDX38 BARS.4. POSITION OF TOP AND BOTTOM MAT X36 BARS MAY BEADJUSTED IN PLAN TO AVOID SHEET PILING.POTENTIALSHEET PILELOCATIONNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S07.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:54 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S07.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 45120TED400384323GABMJHLWCCWSBROS-1070(009)1/29/182336SHEET PILE WALL CAP DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS PLANSCALE: 1/2" = 1'-0"ELEVATIONSCALE: 1/2" = 1'-0"(LOOKING BACK ON STATION)G5G4G3G2G1A-LINECONC. PILE,BELOW (TYP.)ACONC. PILE, (TYP.)℄ G5℄ G4℄ G3℄ G2℄ G1BACKWALL6"(TYP.)GROUT PADOUTLINE, (TYP.)DOWEL BAR, (TYP.)SHEET PILE CAPSHEET PILESHEET PILE CAPBEAM OUTLINESHEET PILE3" PRE-MOLDEDJOINT FILLER, (TYP.)℄ BRIDGE℄ BRIDGEA-LINETOP OF BACKWALLBOT. OF CAP BEAMTOP OF CONC. PILESTO MATCH TOP OFSLAB GIRDER4'-9"℄ BRG., DOWEL BAR,& CONC. PILESTOP OF CAP BEAM10'-5"20'-10"1'-0"TOP OFPERM. SIGNSSEE SHT. 6 FORSIGN DETAILSANCHOR SIGNS WITH 1/2"DIAMETER THREADED ROD, EPOXYRESIN BOND, 4" MIN. EMBEDMENTSECTIONASCALE: 3/4" = 1'-0"2'-0"2'-0"4'-0"HMA OVERLAYFINISHED GRADECONC. PILE (BEYOND)SLAB GIRDERBOT. OF SHEET PILE CAPTOP OF SHEET PILEDOWEL BAR, SEE SHT. 28CAP BEAMSHEET PILECAP BEAM1" PRE-MOLDEDJOINT FILLERSHEET PILEBACKWALLTOP OF GROUT PAD (LEVEL),SEE SHT. 28BOT. OF CAP BEAM11"1'-0"END OF GIRDER℄ BRG., DOWEL BAR,& CONC. PILESSLOPE 2%CONSTR. JT.OPTIONALCONSTR. JT.TOP OF CAP BEAMELEV. 103.52 AT ℄ BRG.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S08.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Jan 29, 2018 2:33 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S08.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 45120TED400384324GABMJHLWCCWSBROS-1070(009)1/29/182436ABUTMENT 1 PLAN & ELEVATIONNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 1" CLR.(TYP.)NOTES:REINFORCEMENT ELEVATIONSCALE: 1" = 1'-0" (LOOKING BACK ON STATION)ASECTIONASCALE: 1" = 1'-0" #6 E.F., (TYP.)114OPTIONALMECHANICALCOUPLER, (TYP.) #5 #8115116 #5 E.F., (TYP.)117 #5110 #5118 #5112CONC. PILE #8113B℄ BRG. & CONC. PILESSECTIONBSCALE: 1" = 1'-0"1'-10" #6 E.F. & #6 EA. END2 SPA. @ 1'-0" = 2'-0"3" CLR.2" CLR.(TYP.)CONSTR. JT.CONSTR. JT.2" CLR.(TYP.) #51102 #81131141205" #5 E.F. & #5 TIE10 SPA. @ 12" = 10'-0"4"3 SPA. @ 11" = 2'-9"1161182'-0"(TYP.)CONC. PILE, (TYP.)110112℄ BRG., DOWEL BAR,& CONC. PILES℄ DOWEL BAR6 #8111℄ DOWEL BAR #51191 1/2" CLR. (MIN.)1 1/2" CLR. (MIN.)DOWEL BAR,SEE SHEET 28A-LINEC5 1/2"1 1/2" CLR1 1/2" CLR1 1/2" CLR℄ PILESECTIONCSCALE: 1" = 1'-0"112110℄ BRG.EQ #4, (TYP.)121#5, (TYP.)110(TYP.)2'-6"1'-0" #4121 #81112'-0"(TYP.)119#5, #5 &#5, 2 SPA. @ 9"110112119#5, #5 &#5, 1 SPA. @ 11"110112119 #5, #5 & #56 #8115 #41213" 2 EQ. SPA.117 #6 EA. ENDTOP & BOTTOM1202'-0"REINF. WITHOUT CALL-OUTSSHALL BE CONSIDERED THESAME AS IN SECTION "A"2'' CLR.2 SETS OF: #5 & #5SEE SECTION C FOR PLACEMENT (TYP.) EA. PILESEE NOTE 1℄ BRIDGE (SEE NOTE 3)6"MIN.1. LOCATE STIRRUPS TO CLEAR DRILLED HOLES FOR 1 5/8" DIAMETER DOWEL BARS.2. NO MORE THAN 50% OF SPLICES SHALL OCCUR AT ANY ONE LOCATION.THE FOLLOWING LAP SPLICE LENGTHS SHALL BE USED: #8 LAP 4'-1" MINIMUM #6 LAP 3'-1" MINIMUM #5 LAP 2'-7" MINIMUM3. REINFORCEMENT IS SYMMETRICAL ABOUT CENTERLINE OF BRIDGE.SEE NOTE 1SEE NOTE 1 #5 E.F. & #5 EA. END122NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S09.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:54 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S09.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 45120TED400384325GABMJHLWCCWSBROS-1070(009)1/29/182536ABUTMENT 1 DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS PLANSCALE: 1/2" = 1'-0"A-LINECONC. PILE,BELOW (TYP.)ABACKWALLGROUT PADOUTLINE, (TYP.)DOWEL BAR, (TYP.)SHEET PILE CAPSHEET PILESHEET PILE CAPBEAM OUTLINESHEET PILE3" PRE-MOLDEDJOINT FILLER, (TYP.)℄ BRIDGE℄ BRG. & CONC. PILES℄ BRIDGEA-LINE℄ G3℄ G1℄ G2℄ G4℄ G5G1G2G3G4G5CONC. PILE, (TYP.)6"(TYP.)TOP OF BACKWALLBOT. OF CAP BEAMTOP OF CONC. PILESTO MATCH TOP OFSLAB GIRDER4'-9"TOP OF CAP BEAM10'-5"20'-10"ELEVATIONSCALE: 1/2" = 1'-0"1'-0"TOP OFPERM. SIGNSSEE SHT. 6 FORSIGN DETAILSANCHOR SIGNS WITH 1/2"DIAMETER THREADED ROD, EPOXYRESIN BOND, 4" MIN. EMBEDMENT(LOOKING AHEAD ON STATION)SECTIONASCALE: 3/4" = 1'-0"2'-0"2'-0"4'-0"HMA OVERLAYFINISHED GRADECONC. PILE (BEYOND)SLAB GIRDERBOT. OF SHEET PILE CAPTOP OF SHEET PILEDOWEL BAR, SEE SHT. 28CAP BEAMSHEET PILECAP BEAM1" PRE-MOLDEDJOINT FILLERSHEET PILEBACKWALLTOP OF GROUT PAD(LEVEL), SEE SHT. 28BOT. OF CAP BEAM11"1'-0"℄ BRG., DOWELBAR, & CONC. PILESEND OF GIRDERSLOPE 2%CONSTR. JT.OPTIONALCONSTR. JT.TOP OF CAP BEAMELEV. 103.89 AT ℄ BRG.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S10.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Jan 29, 2018 2:34 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S10.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 45120TED400384326GABMJHLWCCWSBROS-1070(009)1/29/182636ABUTMENT 2 PLAN & ELEVATIONNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS NOTES:ASECTIONASCALE: 1" = 1'-0" #6 E.F., (TYP.)214OPTIONALMECHANICALCOUPLER, (TYP.) #5 #8215216 #5 E.F., (TYP.)217 #5210 #5218 #5212CONC. PILEB℄ BRG. & CONC. PILESSECTIONBSCALE: 1" = 1'-0"2" CLR.(TYP.)CONSTR. JT.CONSTR. JT.2" CLR.(TYP.) #5210REINF. WITHOUT CALL-OUTSSHALL BE CONSIDERED THESAME AS IN SECTION "A"℄ BRG., DOWEL BAR,& CONC. PILES2'-0"(TYP.)1 1/2" CLR. (MIN.)1 1/2" CLR. (MIN.)DOWEL BAR,SEE SHEET 29CREINFORCEMENT ELEVATIONSCALE: 1" = 1'-0" (LOOKING BACK ON STATION)1'-10" #6 E.F. & #6 EA. END2 SPA. @ 1'-0" = 2'-0"3" CLR.2 #82132142205" #5 E.F. & #5 TIE10 SPA. @ 12" = 10'-0"4"3 SPA. @ 11" = 2'-9"216218CONC. PILE, (TYP.)210212℄ DOWEL BAR6 #8211℄ DOWEL BARA-LINE5 1/2"1 1/2" CLR1 1/2" CLR1 1/2" CLR212210(TYP.)219#5, #5 &#5, 2 SPA. @ 9"210212219#5, #5 &#5, 1 SPA. @ 11"210212219 #5, #5 & #56 #8215 #42213" 2 EQ. SPA. #6 EA. ENDTOP & BOTTOM2202'-0"2'-6" #8211 #42211" CLR.(TYP.) #8213 #52192'' CLR.2 SETS OF: #5 & #5SEE SECTION C FOR PLACEMENT (TYP.) EA. PILE6"MIN.1. LOCATE STIRRUPS TO CLEAR DRILLED HOLES FOR 1 5/8" DIAMETER DOWEL BARS.2. REINFORCEMENT IS SYMMETRICAL ABOUT CENTERLINE OF BRIDGE.3. SEE SHT. 26 FOR LAP SPLICE REQUIREMENTS.℄ BRIDGE (SEE NOTE 2)SEE NOTE 1SEE NOTE 1217 #5 E.F. & #5 EA. END222SEE NOTE 11'-0"NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S11.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 12:20 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S11.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 45120TED400384327GABMJHLWCCWSBROS-1070(009)1/29/182736ABUTMENT 2 DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS SECTIONASCALE: 3/4" = 1'-0"℄ BRG., DOWEL BAR,& CONC. PILESSLAB GIRDEREND OF GIRDERHMAOVERLAY21DRILL 1-7/8"Ø HOLE INTO PILE CAPFOR DOWELS AFTER PRECAST SLABSARE PLACED. INSTALL 1-5/8"Ø ASTMA276 SS TYPE 304 SMOOTH DOWELSINTO HOLES. FILL HOLE WITH EPOXYRESIN TO TOP OF GROUT PAD. PRIORTO PLACING DOWELS, CLEAN WITHWIRE BRUSH & COMPRESSED AIRPER MANUFACTURER'S INSTRUCTIONBACKWALLPREMOLDEDJOINT FILLERABUTMENTCAP BEAM1'-1"+/- 1"DETAIL2SCALE: NOT TO SCALETOP OFHMA OVERLAY1"1"EPOXY RESINWATERPROOFMEMBRANE1" THICK EXPANDEDPOLYSTYRENE PLUG ONTOP OF DOWEL.DOWELTOP OFGIRDER SLABNOTES:1. FULL BEARING OF SLAB UNIT IS REQUIRED AT EACH ELASTOMERIC BEARING.2. COST OF GIRDER DOWEL BAR, HARDWARE, AND INSTALLATION SHALL BEINCLUDED IN THE SUPERSTRUCTURE LUMP SUM.℄ HOLE & DOWELHOLE IN SLAB GIRDERDETAIL - BEARINGSCALE: 1" = 1'-0"BACKWALL(2) 6" WIDE x 11" LONGELASTOMERIC BEARING PADS(SHEAR MODULUS = 165 PSIHARDNESS 60 DUROMETER)PIER END OF EACH GIRDER℄ BEARINGGROUT PADDOWEL BAR,(TYP.)℄ SLAB GIRDER3"3"A(1) 1" THICK x 6" WIDEPREMOLDED JOINT FILLERBETWEEN BEARING PADS ASSHOWN, SHIM AS REQ'D (TYP.)10"10"FACE OF ABUTMENTCAP BEAM11"11"BEDGE OF GROUT PAD6"(TYP.)END OFPRECASTSLABSBEARINGRECESSTOP OF GROUT PAD(LEVEL)BOT. OF SLABABUTMENT 1 SHOWNTOP OFCAP BEAM6"(TYP.)GROUT PAD3/4" CHAMFER ALLCORNERS (TYP.)2" @℄ BRG.3/4"RECESSDETAIL1SCALE: 3" = 1'-0"℄ BRG.SLOPE 2%3/4" CHAMFER, ALLCORNERS (TYP.)1/4" RECESS@ ℄ BRG.ELASTOMERIC BEARING PAD(ABUTMENT 2 SIMILAR)1.150 **SECTION - BEARING PAD B** TOTAL THICKNESS INCLUDING SHIMS14 GAUGE SHIM, (TYP.)TOP OFGROUT PAD1/4", (TYP.)SHIM THICKNESS1/4", (TYP.)20 LAMINATED ELASTOMERIC PADSREQUIRED. (10) AT PIER 1 & (10) AT PIER 21/2"NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S12.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S12.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 45120TED400384328GABMJHLWCCWSBROS-1070(009)1/29/182836BEARING PAD, GROUT PAD,& DOWEL BAR DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS TYPICAL SECTIONSCALE: 1/2" = 1'-0"G1G2G4G5G34 SPA. @ 4'-2" = 16'-8"℄ BRIDGEA-LINE10'-2"LANE10'-2"LANE2'-1"2'-1"PROFILE GRADE& PIVOT POINTEDGE OF SLABGIRDER, (TYP.)(LOOKING AHEAD ON STATION)3"3"STEEL POST, (TYP.)THRIE BEAM RAIL, (TYP.)30" VOIDED SLAB, (TYP.)HMA OVERLAY0.32' @ A-LINEL5"x5"x3/8" EDGEANGLE WITH 1/2"Ø x3"SCREW ANCHOR, (TYP.)WATERPROOFINGMEMBRANE1.5%1.5%NOTES:1. REFER TO SHEETS 10 & 19 FOR STATION AND BEARINGINFORMATION OF THE ABUTMENTS.2. REFER TO SHEET 33 FOR STEEL POST DETAILS.PLANSCALE: 3/16" = 1'-0"11"75'-0"11"G1G2G3G4G510'-5"STEEL CURB &EDGE OF SLAB GIRDER, (TYP.)END OF SLAB GIRDEREND OF SLAB GIRDERA-LINEABUTMENT 1 OUTLINEABUTMENT 2 OUTLINE℄ BRIDGE℄ BRG. ABUTMENT 1℄ BRG. ABUTMENT 220'-10"NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S13.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S13.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 45120TED400384329GABMJHLWCCWSBROS-1070(009)1/29/182936GIRDER FRAMING PLAN &TYPICAL BRIDGE SECTIONNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS EXTERIOR GIRDERINTERIOR GIRDER1'-6" MIN.3'-0" MAX.4'-0" MAX. (TYP.)2 #45 SPA. @ 6" #4, #416 SPA. @ 9" #4, #4SPA. @ 12" MAX.G6G7G8G7G82 #3BUNDLED (TYP.)G5#4G4SHEAR KEY STOPPEDSHORT 10" MAX FROMEACH ENDHOLE FOR DOWELBAR (TYP.) SEE "HOLEDETAIL" ON SHEET 32D11"3" (TYP.)2" (TYP.)CPLANSCALE: NTS1/2" CHAMFERAT CORNERS (TYP.)AB℄ GIRDER & HOLE℄ BRG & HOLE℄ WELD TIE℄ WELD TIE℄ WELD TIE2 #57 SPA. @ 3"G912GIRDER NOTES:STRAND PATTERNSCALE: NTSLEGEND2"7"6"6"2"2"1"4 SPA.@ 2" = 8"4"3 SPA.@ 2" = 6"DEBONDED STRANDS(6'-0" FROM EACH END OF STRANDSHALL BE SLEEVED TO PREVENT BOND.)BONDED STRANDS===2"CLR3 1/2"CLR11"(TYP.)1"CLR1" CHAMFER, (TYP.)2'-6"#4G84'-2"INTERIOR GIRDER SHOWN, EXTERIOR SIMILAR #4 (TOP) 4 SPA. @ 10" MAX. AND #4 (BOT) 4 SPA @ 10" MAX.G1G2#4G7SYMM ABOUT ℄ GIRDER℄ SECTION AND VOIDSSECTIONCSCALE: NTSB℄ JOINT℄ JOINTSYMMETRICAL ABOUT ℄ GIRDER℄ BRG. & HOLE IN GIRDER℄ LIFTING LOOPS3'-0"112" CLR.3'-0" TO VOIDVOID OUTLINE #4G2 #3G5 #4G1ELEVATIONSCALE: NTSFOR BEARING RECESS ATGIRDER ENDS SEE DETAIL1#4#4G3G44'-2"EXTERIOR GIRDER SHOWN, INTERIOR SIMILAR℄ JOINT℄ LIFTING LOOPS (TYP.)6"(TYP.) #43 SPA. @ 1'-0" MAX.G34" #43 SPA. @ 8" MAX.3"G4℄ GIRDERHOLE IN GIRDER2 #3 BUNDLEDG5 #4 WITH 2'-2"MIN. LAP SPLICESG6SEE GIRDER NOTESON THIS SHEETEND VIEWDSCALE: NTSEDGE OFSLABGIRDERTOP ROWROW 2ROW 1DEBONDED STRANDS(3'-0" FROM EACH END OF STRANDSHALL BE SLEEVED TO PREVENT BOND.)166201218141317118437PROVIDE 2 12"x6"x2 12" DEEPBLOCKOUT FOR STRANDDETENSIONING, FORM WITHEXPANDED POLYSTYRENE, TYP.TEMPORARYSTRANDS, TYP.34" Ø SONO VOID DRAINAT EACH END OF VOIDS℄ 15.7"Ø VOID, (TYP.)1. PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE FORSHORTENING DUE TO PRESTRESS AND SHRINKAGE.2. ALL STRANDS SHALL BE 0.6"Ø AASHTO M203 GRADE 270 LOW RELAXATIONSTRANDS, JACKED TO 202.5 KSI. STRANDS SHALL BE SYMMETRICAL ABOUT THEGIRDER CENTERLINE. EXTERIOR STRANDS IN EACH ROW SHALL BE FULLY BONDED.3. DEBONDED STRANDS SHALL BE DEBONDED AT EACH GIRDER END FOR THEINDICATED LENGTH PARALLEL TO THE GIRDER CENTERLINE. DEBONDED STRANDSSHALL NOT BE EXTENDED PAST GIRDER ENDS. DEBONDED STRANDS SHALL BESYMMETRICALLY PLACED ABOUT THE GIRDER CENTERLINE. DEBONDED LENGTHSOF PAIRS OF STRANDS THAT ARE SYMMETRICALLY POSITIONED ABOUT THE GIRDERCENTERLINE SHALL BE EQUAL.4. CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH AN APPROVEDEPOXY RESIN.5. THE TOP SURFACE OF THE GIRDER SHALL BE FINISHED TO A SMOOTH SURFACEWITHOUT PROJECTIONS OR HOLES AND SHALL BE READY TO RECEIVE THEWATERPROOF MEMBRANE.6. LIFTING EMBEDMENTS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION6-02.3(25)L OF THE STANDARD SPECIFICATIONS.7. ALL REINFORCING STEEL SPLICES SHALL BE 2'-0" MINIMUM, UNLESS SHOWNOTHERWISE.8. STRUCTURAL STEEL SHAPES AND ASSEMBLIES SHALL BE ASTM A36. THEY SHALL BEPAINTED WITH A PRIMER COAT IN ACCORDANCE WITH STD. SPEC. 6-07.3(9). WELDTIES SHALL BE PAINTED WITH A FIELD PRIMER COAT OF ORGANIC ZINC PAINTAFTER FIELD WELDING.9. ALL REINFORCING BARS SHALL BE PLACED 2" CLEAR FROM NEAREST FACE OFCONCRETE UNLESS SHOWN OTHERWISE.10. INSERTS FOR BRIDGE RAIL POSTS SHALL BE PROVIDED PER PLAN DETAILS ATEXTERIOR GIRDERS.11. NO TRAFFIC SHALL BE ALLOWED UNTIL THE WATERPROOF MEMBRANE AND HMAOVERLAY ARE COMPLETE.12. TEMPORARY STRANDS SHALL BE UNBONDED OVER ALL BUT THE END 10'-0" OF THESLAB LENGTH. TEMPORARY STRANDS SHALL BE CUT AFTER ALL SLABS ARE ERECTEDAND BEFORE PAVING.34" Ø SONO VOID DRAINAT EACH END OF VOIDS1024243115519923222125262827NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S14.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S14.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 45120TED400384330GABMJHLWCCWSBROS-1070(009)1/29/183036GIRDER DETAILS (1 OF 2)NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 2'-0"1'-0"1'-0"3'-0"9"9"(TYP.)2'-3"3"G3G4G5G6G7G8BENDING DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT) #4 #4 #4 #4 #4 #33'-0"G9 #5LL *3'-0"LT *3'-0"PLAN LENGTH(ALONG GIRDER GRADE)GIRDER SCHEDULE LEGENDSCALE: NTS*NOTE: LL AND LT ARE SHIPPING SUPPORT LOCATIONSAT LEADING AND TRAILING ENDS, RESPECTIVELYAHEADON STATIONINGEND 1END 2℄ GIRDER℄ SHIPPING SUPPORTLOCATION℄ SHIPPING SUPPORTLOCATION1/2" CHAMFERAT CORNERSINSTALL LIFTING EMBEDMENTSIN ACCORDANCE WITH STD.SPEC. 6-02.3(25)L. REMOVE TOTOP OF GIRDER AFTER ERECTIONƟ1 = 90°L = 3'-0"(TYP.)Ɵ2 = 90°PLAN - TEMPORARY TOP STRANDS℄ GIRDERTEMPORARY STRAND NOTES2 1/2" x 6" x 2 1/2" DEEP BLOCKOUT FOR STRANDDETENSIONING. FORM WITH EXPANDED POLYSTYRENE.REMOVE POLYSTYRENE JUST PRIOR TO CUTTING THETEMPORARY STRANDS AND PREVENT MOISTURE FROMENTERING THE BLOCKOUT AS DESCRIBED IN THETEMPORARY STRAND CUTTING SEQUENCE (TYP.)PROVIDE 4" MIN. TOADJACENT PERMANENTSTRANDS (TYP.)10'-0"BOND TEMPORARY STRANDS2'-0"2'-0" MIN. OFFSET BETWEENSYMMETRICAL BLOCKOUT PAIRS (TYP.)TEMPORARY STRANDS IN PLASTIC SLEEVE10'-0"BOND TEMPORARY STRANDSTEMPORARY STRAND CUTTING SEQUENCE1. SEE GIRDER SCHEDULE FOR REQUIRED NUMBER OF TEMPORARY STRANDS.2. STRAND DETENSIONING BLOCKOUTS SHALL BE PLACED AT THE LOW ENDOF THE GIRDER.1. ERECT AND BRACE GIRDERS.2. JUST PRIOR TO CUTTING THE TEMPORARY STRANDS, REMOVE EXPANDED POLYSTYRENE IN BLOCKOUTS INTOP OF GIRDERS. ONCE THE EXPANDED POLYSTYRENE HAS BEEN REMOVED FROM THE STRANDDETENSIONING BLOCKOUT, PREVENT MOISTURE FROM ENTERING THE BLOCKOUT UNTIL THE TEMPORARYTOP STRAND IS CUT AND THE BLOCKOUT FILLED WITH GROUT.3. CUT STRANDS IN BLOCKOUTS. STRANDS MAY BE CUT BY USING A CUTTING TORCH AND MOVING THE FLAMEBACK AND FORTH OVER THE LENGTH OF EXPOSED STRAND TO LET INDIVIDUAL WIRES BREAK ONE AT A TIMETO LESSEN THE SHOCK TO THE GIRDER. STRANDS SHALL BE RELEASED IN A SYMMETRICAL MANNER ABOUTTHE GIRDER CENTERLINE STARTING WITH THOSE NEAREST THE CENTERLINE AND WORKING OUTWARDS.4. WITHIN 24 HOURS OF CUTTING THE TEMPORARY STRANDS, FILL THE BLOCKOUTS WITH A GROUTCONFORMING TO STD. SPEC. 9-20.3(2). REMOVE ALL MOISTURE IN BLOCKOUTS PRIOR TO FILLING THEMWITH GROUT.HOLE DETAILSCALE: NTS3"2"R1"3"2"2 1/2"3/16" TO 1/4"2"Ø X 4" ROD. SEAL KEYWAYBEFORE PLACING NON-SHRINK GROUT5/165/16BAR 3" X 1/2" X 0'-6"2 ~ 1/2"Ø X 6"WELDED SHEARSTUD (TYP.)SECTION - WELD TIEASCALE: NTSWELD TIE ALTERNATIVE #1 WELD TIE ALTERNATIVE #22 1/2"3/16" TO 1/4"1/2"BAR 1 1/2" X 1" X 0'-4" BEFOREPLACING NON-SHRINK GROUT1/42 ~ 1/2"Ø X 4"WELDED SHEARSTUD (TYP.)L2X2X1/4 X 0'-6"2"3"2"2 1/2"3/16" TO 1/4"SECTIONBSCALE: NTSFOAM BACKER RODMINIMUMCONC. COMP.STRENGTHGIRDERHEIGHTHGIRDERWIDTHWPLANLENGTH(ALONGGIRDERGRADE)(SEE GIRDERNOTE 1)VOIDSNUMBERDIAMETERSPANGIRDER1 30" 4'-2" 76.833' 2@ 28-DAYSF'C (KSI)@ RELEASEF'CI (KSI)PERMANENTSTRANDS4PERMANENTSTRANDSROW 1PERMANENTSTRANDSROW 2MIDSPANVERTICALDEFLECTION DLOWER BOUND@ 40 DAYSUPPER BOUND@ 120 DAYSGIRDER SCHEDULEPRESTRESSING STRANDS (SEE GIRDER NOTES 2-3)SYMM. ABOUT ℄ JOINT SYMM. ABOUT ℄ JOINT SYMM. ABOUT ℄ JOINTNOTE: GIRDER NOTES ARE LOCATED ON DRAWING 31.G1 - G5DEBONDEDNUMBER ANDLENGTH (3')DEBONDEDNUMBER ANDLENGTH (6')224TEMPORARYSTRANDSSHIPPING AND HANDLING DETAILSLL1L22'-6"3'-0" 2'-6"KƟMINIMUM SHIPPINGSUPPORT ROTATIONALSPRING CONSTANT32000WCCMINIMUM SHIPPINGSUPPORT CNTR.-TO-CNTR.WHEEL SPACING7215.7" 5.4 4.5 20 8 0.5" 0.75"DEBONDEDNUMBER ANDLENGTH (3')DEBONDEDNUMBER ANDLENGTH (6')2TOP ROW0NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S15.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S15.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 45120TED400384331GABMJHLWCCWSBROS-1070(009)1/29/183136GIRDER DETAILS (2 OF 2)NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 2" TYP.EDGE ANGLEEND OF SLABGIRDERBACKWALLPLAN - EDGE ANGLEEDGE OFBRIDGE DECKFACE OF SHEETPILE CAP BEAMBRIDGEBACK OFPAVEMENTSEAT3"SPA. @ 1'-6"MAX, TYP.℄ 1/2"Ø X 3" SCREWANCHOR1/2"1/2"JOINT SEAL DETAIL1SCALE: NOT TO SCALE1"HMA OVERLAYPOUR RUBBERJOINT SEALERPREMOLDED JOINT FILLER.ATTACH TO CONCRETESURFACE WITH APPROVEDADHESIVE. SEE ABUTMENTPLAN ON SHEETS 24 & 26FOR LOCATIONS1/2" JT. SEAL PER DETAIL 5OF WSDOT STD PLANA-40.20-03DETAIL - EDGE ANGLE2SCALE: NOT TO SCALERAILING POSTL5x5x3/8 EDGE ANGLE WITH1/2"Øx3" SCREW ANCHOR, SEE PLANHMA OVERLAYWATER PROOFINGMEMBRANE8'-0"6"ABUTMENT CAP BEAMHMA OVERLAYCDF1JOINT SEAL6" CSBCEXIST. GROUND℄ BRGDETAIL - CONTROLLED DENSITY FILLSCALE: 3/4" = 1'-0"SLAB GIRDERWATER PROOFING MEMBRANENUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S16.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S16.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 45120TED400384332GABMJHLWCCWSBROS-1070(009)1/29/183236DECK & EXPANSION JOINT DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 3" (SPLICE BOLTS)3 3/4" (POST BOLTS)EXTEND TOWARD MIDSPAN OF BRIDGEEXTENSION OF SLOTEXISTING POST AND SPLICE BOLT SLOTSLOT EXTENSIONS FOR EXPANSION JOINTPLATE WASHER "A"1 3/4"7/8"7/8"2 1/4"1 1/4"3 1/2"13/16" DIA. HOLE⅊ 1/4 X 1 3/4X 3 1/2NOTE:POSITION WASHER TO COMPLETELYCOVER SLOTTED HOLEPLATE WASHER "B"1 1/2"3 1/2"1 1/2"6 1/2"1 1/4"1 1/4"2 1/2"1" DIA. HOLES⅊ 1/2 X 2 1/2 X 6 1/23 REQUIRED PER POST.(ONE EMBED IN SLAB GIRDER)PLATE WASHER "C"7/8"7/8"1 3/4"3/4"1 1/4"NOTE:POSITION WASHER TO COMPLETELYCOVER SLOTTED HOLE13/16" DIA. HOLE⅊ 3/16 X 1 3/4 X 2PLATE WASHER "D"1 1/2"3 1/2"1 1/2"6 1/2"2 3/8"2 3/8"4 3/4"1"⅊ 1/23/82~15/16" DIA. HOLES2"POST DETAILS: SIDE MOUNT1 3/4"1 3/4"2"FINISH GRADE2-1" X 2 1/2"SLOTTED HOLES(BOTH FLANGES)2-7/8" X 2 1/2"SLOTTED HOLES(INSIDE FLANGEONLY)DOUBLE THICKNESS (2) RAIL ELEMENTS1"2'-7"2'-0 7/8"7 5/8"1'-5 1/4"7 3/16"4"5"BACK ELEVATIONSIDE ELEVATION2-7/8" DIA. X 1'-3"H.S. BOLTS (A325)(1" MIN. INTOSLEEVE NUT)2-CONCRETE INSERTS ** CONCRETE INSERTSHOT-DIP GALVANIZED EXPANDED COIL CONCRETE INSERTSWITH CLOSED-BACK FERRULE THREADED TO RECEIVE3/4" DIA., GR36 (ASTM A307)MINIMUM INSERT LENGTH = 4 1/2"MINIMUM SAFE WORKING LOAD IN TENSION = 4000 LBW8 X 281-PLATE WASHER "C" & 1 SAE LOCK WASHERSEE SHEET 35 FOR CONNECTION DETAILSCAST IN PLACE 2-3" SLEEVE NUTS (A325).2-TS3 X 2 X 0.25 SPACERS, TIGHT FIT.TACK WELD IN PLACE BEFORE GALVANIZING.2-7/8" DIA. H.S. BOLTS (A325)WITH WASHER "D". (1" MIN.INTO SLEEVE NUT.)JAM NUT.PLATE WASHER "B".PLATE WASHER "B".2-3/4" DIA. H.S. BOLTS (A325) WITHWASHER AND PLATE WASHER "A".PLUMB POST BY SHIMMING WITH WASHERS.3/4" X 1 1/2" SLOTTEDHOLES IN FRONT FLANGE℄EXTERIORSLAB GIRDERRAIL ON SHEET PILE CAP BEAM6'-3" (TYP.)RAIL ON BRIDGE6'-3"PLANELEVATIONRAIL SPLICE WITH SLOT EXTENSIONS FOR EXPANSION JOINTSEE NOTE 6SHEET PILE CAP BEAM OUTLINE℄ BRG BRIDGEFACE OF GUARDRAILNOTES:1. PROVIDE STEEL POSTS AND PLATES CONFORMING TO AASHTO SPECIFICATION M183 (ASTMA36), UNLESS NOTED OTHERWISE.2. PROVIDE ANCHOR BOLTS CONFORMING TO ASTM A325 (AASHTO M164).3. HOT DIP GALVANIZE ALL STRUCTURAL STEEL AND HARDWARE AFTER FABRICATION.4. TAP NUTS AND INSERTS 0.0021 (+0.01, -0.00) OVERSIZE AFTER GALVANIZING IN ACCORDANCEWITH ASTM A563.5. TIGHTEN UPPER HIGH STRENGTH POST BOLTS 1/6 TURN PAST SNUG TIGHT CONDITION.TIGHTEN LOWER HIGH STRENGTH POST BOLTS 1/3 TURN PAST SNUG TIGHT CONDITION.6. AT RAIL SPLICE FOR EXPANSION JOINT, PLACE 2 - 1/32" POLYTETRAFLUOROETHYLENE (TFE)SHEETS BETWEEN CORRUGATED RAIL MEMBERS. THE SHEETS SHALL BE 12 1/2" X 2'-6".ADJUST NUTS TO PROVIDE A SLIDING FIT AND SET THREADS TO PREVENT LOOSENING.7. BEAM GUARDRAIL (THRIE BEAM) SHALL BE PER WSDOT STD PLAN C-1a.8. FIELD REAM BOLT HOLES IN DOUBLE THICKNESS RAIL AT SPLICE LOCATIONS. REPAIRDAMAGED COATING ACCORDING TO SPECIFICATIONS.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S17.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S17.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 45120TED400384333GABMJHLWCCWSBROS-1070(009)1/29/183336BRIDGE RAIL DETAILSNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS BASE PLATE DETAILS1 1/2"4 1/2"4 1/2"1 1/2"1'-0"1 1/2"5"5"1 1/2"1'-1"2"4- 1 1/8" DIA. HOLESFOR 7/8" DIA.ANCHOR BOLTSPOST⅊ 1"5/16ALTERNATE POST6 1/2"8"5/165/16TYP.⅊ 3/8"SECTIONBSECTIONA7"7 5/8"1'-9"2'-7 7/8"4- 7/8" DIA. H.S. RESINBONDED ANCHORSBLEVELING NUTS9"MIN.2" GROUT PADFINISH GRADETREATED TIMBER BLOCK(SELECT STRUCTURAL GRADE)WITH 3/4" DIA. HOLE OFFSET1 3/4" FROM ℄ OF BLOCK.3/4" X 1 1/2" SLOTTED HOLES THRU FRONT FLANGE1 3/4"W8X24 ORALTERNATE STEEL POSTAND BASE PLATESECTIONC1/2"2'-7"6'-4"POST2 1/2"RAIL ON SHEET PILE CAP BEAMRAIL ON BRIDGE6'-3"PLANELEVATIONCGUARDRAIL TRANSITION6'-3" (TYP.)6'-3" MAX.1'-6 1/4"5 SPA. @ 1'-6 3/4" = 7'-9 3/4"3 SPA. @ 3'-1 1/2" = 9'-4 1/2"GUARDRAIL TERMINALA8"X8" TIMBER BLOCKS (TYP.)W6X9 (TYP.)W8X15 THRIE BEAM BLOCKS. SEESHEET 35 FOR DETAILS (TYP.)THRIE BEAM RAIL, DOUBLE THICKNESS,2-0.105" THICK ELEMENTSRAIL SPLICE WITH SLOT EXTENSIONSFOR EXPANSION JOINT, SEE SHEET 33℄ BRG BRIDGESHEET PILE CAP BEAM OUTLINEFACE OF GUARDRAILNOTES:1. PROVIDE AND INSTALL HIGH STRENGTH RESIN BONDED ANCHORS (GRADE 105) IN ACCORDANCE WITH THE SPECIALPROVISIONS.2. PROVIDE ALL STRUCTURAL STEEL CONFORMING TO AASHTO SPECIFICATION M183 (ASTM A36).3. HOT-DIP GALVANIZE ALL POSTS, ANCHOR RODS, WASHERS, AND NUTS AFTER FABRICATION.4. FIELD VERIFY DIMENSIONS BEFORE FABRICATION.5. TRANSITION POSTS MAY BE STEEL W6X9 OR TIMBER 8" X 8". ALL POSTS TO BE OF SAME MATERIAL.6. THRIE BEAM GUARDRAIL SHALL BE PER WSDOT STD PLAN C-1a. REDUCER SECTION SHALL BE PER WSDOT STD PLAN C-1d,TYPE B.NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S18.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S18.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 45120TED400384334GABMJHLWCCWSBROS-1070(009)1/29/183436TRAFFIC BARRIER (1 OF 2)NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS 1 1/2"MIN.11/16"1/8"STEELPLATEPLAIN WASHERUSE ON BACK OF POSTALTERNATIVE NO. 2ALTERNATIVE NO. 11 1/8"5/16"7/32"(TYP.)45°5/8"5/8"15/16"1 5/16"LL (IN.) THREAD LENGTH (IN.)1 1/41 1/8 MIN.21 3/4 MIN10 4 MIN.18 4 MIN.25 4 MIN.1" X 1/16" DEEP RECESSONE OR BOTH SIDES5/8"-11 MOD.HEAVY HEX NUT11/16"1 1/4"POST OR SPLICE BOLT AND NUTAPPURTENANCES2"4 1/4"4 1/4"2"8 1/2"12 SPLICE BOLT SLOTS29/32" X 1 1/8"2 POST BOLTSLOTS3/4" X 2 1/2"BEAM SPLICE4"8 1/8"2 1/2"1'-6 7/8"1'-9 3/8"THRIE BEAM BLOCKS7"7 5/8"6 3/4"1'-9 3/8"1 1/4"2" (TYP.)1 1/4"FRONT VIEWTOP VIEWSIDE VIEWBACK VIEWW8X157"7 5/8"6 3/4"4 1/4"1'-6 7/8"1 1/4"1 1/4"3/4" DIA. HOLESFITTINGSSPLICE BOLT & NUT (12 PER THRIEBEAM SPLICE, 8 PER W-BEAM SPLICE)WASHER (TYP.)EDGE OF BLOCKOR POSTBACK OF POSTPOST BOLT & NUT (TYP.)RAIL MEMBERSNUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S19.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Aug 7, 2017 7:55 AM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S19.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 45120TED400384335GABMJHLWCCWSBROS-1070(009)1/29/183536TRAFFIC BARRIER (2 OF 2)NE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS LEGENDMOCK ORANGE (PHLADELPHUS LEWISII)RED-FLOWERING CURRANT (RIBES SANGUINEUM)SALMONBERRY (RUBUS SPECTABILIS)THIMBLEBERRY (RUBUS PARVIFLORUS)RED ELDERBERRY (SAMBUCUS RACEMOSA VAR. ARBORESCENS)NOTE:1. PLANT QUALITY SHALL MATCH WHAT IS SHOWN ON THEPLAN.2. ENGINEER SHALL STAKE ALL LOCATIONS OF ALL TREES ANDPLANT MATERIAL.3. INVASIVE PLANT REMOVAL (INPUT REQUIRED BY CITYENVIRONMENTAL ENGINEER).WESTERN RED CEDAR (THUJA PLICATA)VINE MAPLE (ACER CIRCINATUM)EXISTING TREE TO REMAIN4" BARK OR WOOD CHIP MULCHFISH HABITAT LOGS6" COMPACTED CSBCOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHW OHWOHWOHWO HW O HW OHWO H W OH W OHW OHWOHWO HW O HW O HW O H WPROPERTY RESTORATION PLAN12+0013+0014+0015+0016+0021222222222222222222222222222222222111111111111111111CCCC221C222222CC2' WIDTHFOR CSBC, (TYP.)NUMBERBY APP.REVISION DESCRIPTIONDESIGN BY:CHECK BY:PROJ MGR: FILE:02_S20.dwgCITY OF RENTONBY: DATE:APPROVED FOR CONSTRUCTIONDATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:Last Saved by: Childress on: Jan 29, 2018 2:24 PM File: Q:\FederalWay\2017\A17.0023\00\CADD\Dwgs\02_S20.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 451201" = 15'feet301515 0scaleTED400384336GABMJHLWCCWSBROS-1070(009)1/29/183636PROPERTY RESTORATION PLANNE 31ST STREET BRIDGE REPLACEMENT100% SUBMITTALBID DOCUMENTS