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HomeMy WebLinkAboutP_KCESI2_Permit_Drawings _181106_v1.pdfTACOMAPUGET MAURY ISLAND VASHONISLANDSOUNDKITSAP CO.KING CO.PIERCE CO.KING CO.ALGONAPACIFICBLACKDIAMONDVALLEY5AUBURNDES MOINES51899TUKWILAKENT181167RENTON18169169MAPLE4055509MERCER IS.SEATTLEMEDINAWASHINGTONLAKE 90520ISSAQUAH900 LK.SAMM.BELLEVUE52018SNOQUALMIE90PRESTONFALLCITYCARNATION202203BOTHELL405KIRKLAND995225KENMOREKING CO.REDMOND202SNOHOMISH CO.DUVALL12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847612\10898A11G001.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:20:09am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xROW-GIS.dwg; 16-1114383xSV 04-24-18-l2013.dwg; START KCTDC-ALL DISCIPLINES.DWGIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.Know what's below.RCall before you dig.B. ISAACB. HAWESE. WALIGORSKI/0G0011LOCATION MAP& SHEET INDEX10898A11G001.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IICONTRACT No. C01307C18EASTSIDEINTERCEPTORSECTION 2VICINITY MAPSCALE: NONELOGAN AVE NLOGAN AVE N GARDEN AVE NPARK AVE N N 8TH STN 6TH STLA K E WAS H I N G T O N BLVD N HOUSER WAY N405LOCATION MAPSCALE: NONEPROJECTSTART POINTPROJECT END POINTN 10TH STBOEINGRENTONBURNETT AVE N G. GOULDN SOUTHPORT DRRECEIVED11/28/2018amorganrothPLANNING DIVISION N 6TH STBURNETT AVE NLOGAN AVE NN 8TH STPARK AVE NN 10TH STSOUTHPORT DRIVE NGARDEN AVE NLAKEWASHINGTONBLVD NMAIN LINEMH R01-31MH R02-01MH R01-31AMH R02-02MH R02-03MH R02-04MH R02-05MH R02-06MH R02-07MH R02-08757TH AVEN 6TH STBURNETT AVE NLOGAN AVE NN 8TH STPARK AVE NN 10TH STSOUTHPORT DRIVE NGARDEN AVE NLAKEWASHINGTONBLVD NSEWERBYPASSMAIN LINEMH R01-31MH R02-01MH R01-31AMH R02-02MH R02-03MH R02-04MH R02-05MH R02-06MH R02-07MH R02-08757TH AVEB. ISAACB. HAWESE. WALIGORSKI/0G0022KEY MAP & SURVEYCONTROL POINTS10898A11G002.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847612\10898A11G002.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:21:42am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 04-24-18.dwg; J17164 2.dwg; 10898A10-00C101.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.KEY MAP - MAIN LINEC101C102C103C104C105Know what's below.RCall before you dig.LEGEND:MAIN LINE DRAWINGS (CXXX)SEWER BYPASS DRAWINGS (CTXXX)CONTROL POINTHOUSER WAY NG. GOULDBOEING RENTONKEY MAP - SEWER BYPASSCT108CT109CT109CT110HOUSER WAY NBOEING RENTONCT10810891179232312767101234039104473642634412594444131000109515932413486852435587 B. ISAACB. HAWESE. WALIGORSKI/0G0033LEGEND,ABBREVIATIONS, AND SYMBOLS10898A11G003.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847612\10898A11G003.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:22:58am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.LINETYPESSURVEYGAS/POWER/TELEPHONE/CABLEABBREVIATIONSDRAINAGE/SEWER/MISCWATERTRAFFIC & CHANNELIZATIONSURFACE FEATURES & LANDSCAPING SYMBOLSG. GOULDCONSULTANT SYMBOLS COORDINATE CONTROL POINTSPOINT123456789101112131415161718192021222324252627282930NORTHING182406.50182405.91182499.36182499.36182515.48182515.48183208.48183208.21183368.16183368.25183834.87183834.57183858.41183894.80183894.87184205.49184202.35184356.16184362.96184609.18184600.06184649.13184658.67185005.67185040.17185073.06185063.50185027.45185353.66185455.76EASTING1300877.911300907.821300909.711300879.191300879.411300909.711300830.201300851.551300852.841300831.271300845.461300870.461300870.671300853.531300845.991300863.391300884.741300920.901300900.121300988.481301001.811301035.591301023.211301335.111301384.191301361.421301347.821301320.021301721.751301844.87DESCRIPTIONBYPASS DISCHARGE WORK AREA FENCE/CORNERBYPASS DISCHARGE WORK AREA FENCE/CORNERBYPASS DISCHARGE FENCE/CORNERBYPASS DISCHARGE FENCE/CORNERBYPASS DISCHARGE WORK AREA CORNERBYPASS DISCHARGE WORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERFENCE CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERFENCE CORNERFENCE CORNERFENCE CORNERWORK AREA CORNERWORK AREA CORNERCOORDINATE CONTROL POINTSPOINT313233343536373839404142434445464750515253545556575859606162NORTHING185467.33185366.20185485.23185456.56185545.98185475.70185473.88185477.29185581.31185704.96185788.95185474.65185719.53185597.80185625.67185633.40185671.06182490.18182541.47182555.08182556.30182607.91183066.74183086.16183236.73183643.15183674.68183937.12183947.06184613.51EASTING1301835.521301711.571301857.661301881.621301990.091302046.841302103.901302109.651302200.401302318.901302231.291302067.051302303.701302186.991302082.481302076.141302122.851300897.871300923.071300923.221300807.921300773.931300847.841300769.101300793.671300795.881300827.761300832.361300815.001300992.50DESCRIPTIONWORK AREA CORNERWORK AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERBYPASS INTAKE STAGING AREA CORNERSTAGING AREA CORNERSTAGING AREA CORNERSTAGING AREA CORNERBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLCOORDINATE CONTROL POINTSPOINT63646566676869NORTHING184630.57184782.41184815.78185161.83185242.36185448.34185687.39EASTING1301029.631301137.541301143.641301639.071301783.271301821.201302114.15DESCRIPTIONBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLBYPASS PIPING CLB. ISAACB. HAWESE. WALIGORSKI/0G0044DESIGN DATA10898A11G004.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847612\10898A11G004.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:25:15am By BHawesXREFS: 16-1123630xTB.dwg; 10898A11-00C102.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.G. GOULDGENERAL DESIGN DATA NOTES:1.CONTRACTOR TO FIELD VERIFY DIAMETER OFEXISTING PIPE.2.CONTRACTOR TO FIELD VERIFY LENGTH OFEXISTING PIPE SEGMENTS.3.CONTRACTOR TO FIELD VERIFY DEPTH,CONFIGURATION, AND SIZE OF MANHOLES/JUNCTIONSTRUCTURES.4.CONTRACTOR TO FIELD VERIFY LOCATION ANDNUMBER OF LATERALS.5.CONTRACTOR TO FIELD VERIFY LOCATION, SIZE,DEPTH, AND TYPE OF EXISTING UTILITIES. B. ISAACB. HAWESE. WALIGORSKI/0G0055GENERAL NOTES10898A11G005.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847612\10898A11G005.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:27:46am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.GENERAL NOTES:1.THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE DRAINAGE PATTERNS AT THE SITE.WATER SHALL NOT BE ALLOWED TO POND OR STAND DUE TO CONTRACTOR ACTIVITIES.2.REFER TO SECTION 01 14 00 OF THE SPECIFICATIONS AND OTHER APPLICABLE SECTIONS FORWORK RESTRICTIONS AND CONSTRAINTS.3.ALL CONSTRUCTION SIGNING, BARRICADING AND PAVEMENT MARKINGS SHALL CONFORM TO THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.4.IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY OBSTRUCTION,TEMPORARY REMOVAL, OR RELOCATION OF ANY EXISTING TRAFFIC PAVEMENT MARKING, SUCHPAVEMENT MARKING SHALL BE RESTORED OR REPLACED WITH LIKE MATERIALS TO THESATISFACTION OF THE CITY OF RENTON.5.IF EXISTING CONTROL POINTS/MONUMENTS ARE DISTURBED BY THE CONTRACTOR, CONTRACTORSHALL FILE THE APPROPRIATE NOTIFICATION TO GOVERNING AGENCY PER WAC 332-120.CONTRACTOR SHALL REPLACE THE CONTROL POINT/MONUMENT PER WAC 332-120.6.CONTRACTOR TO FIELD VERIFY LOCATION AND NUMBER OF LATERALS.7.ALL NEW OR REPLACEMENT TRAFFIC SIGNAL LOOPS SHALL BE INSTALLED USING CABLE-IN-DUCTWIRING, SHALL HAVE INDEPENDENT LEAD-IN WIRES FOR EACH LOOP FROM THE CONTROLLER TOTHE PULL-BOX, AND EACH LEAD-IN SHALL BE INDIVIDUALLY TAGGED.8.HORIZONTAL CONTROL: HORIZONTAL CONTROL DATUM SURVEY IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83 NGS 2002).9.VERTICAL CONTROL: ELEVATIONS ARE BASED ON THE KING COUNTY METRO DATUM. BENCHMARKSAND/OR STRUCTURE ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULTIN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES.10.EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATEDONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, ORDISCOVERED BY THE PROJECT REPRESENTATIVE IN PREPARING THE DRAWINGS. THE LOCATIONS,CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE,AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. PIPING SIZES AND MATERIALS, WHEREKNOWN ARE DESIGNATED BASED ON AS-BUILT RECORDS AND INSPECTION DATA. CONTRACTOR TOVERIFY DURING INITIAL INSPECTION WORK. REPORT DISCREPANCIES TO THE PROJECTREPRESENTATIVE.11.CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALLUTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD INADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BYPROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, PROTECTION,RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THEWORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL IMMEDIATELY COORDINATEWITH THE PROJECT REPRESENTATIVE TO DETERMINE ANY NECESSARY MODIFICATIONS TO PROPOSEDNEW WORK.12.BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACHUTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION,TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THEPROPOSED NEW WORK.13.³SCREENED´(LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES.³SCREENED´INFORMATION WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FORREFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OFMATERIALS AND BEGINNING OF CONSTRUCTION. ³BOLD´DELINEATION IS A WORK TO BECONSTRUCTED UNDER THIS CONTRACT.14.DRAWINGS SHOW ONLY KNOWN SEWER PIPELINES AND LATERALS FROM AS-BUILT RECORDS.CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATIONS OF OTHER SEWER PIPES AND LATERALSDURING INITIAL INSPECTION OF WORK.15.CONTRACTOR TO MAINTAIN CONTINUOUS SEWER SERVICE AT ALL TIMES DURING CONSTRUCTION.16.RIM ELEVATIONS AND INVERT ELEVATIONS SHOWN ON THE DRAWINGS ARE BY LICENSED SURVEYOR.CONTRACTOR TO VERIFY ELEVATIONS DURING INITIAL INSPECTION WORK.17.ALL CONFINED SPACE ENTRY WORK SHALL COMPLY WITH STATE AND FEDERAL OSHA REQUIREMENTS.18.CONTRACTOR SHALL OBTAIN RIGHTS-OF-ENTRY FROM PRIVATE PROPERTY OWNERS PRIOR TOENTERING PRIVATE PROPERTY, THAT ARE NOT OTHERWISE PROVIDED BY THE COUNTY PRIOR TOCOMMENCING OF WORK.19.PIPES, MANHOLES AND LATERALS NOT SHOWN FOR REHABILITATION, REPLACEMENT ORABANDONMENT ON DRAWINGS ARE EXCLUDED FROM THE WORK.20.ALL PIPES DESIGNATED AS "TO BE REHABILITATED" SHALL BE LINED USING LINABOND. CONTRACTORSHALL VERIFY CONDITION OF PIPE FOR SUITABILITY OF INSTALLATION. CHANGES TO THE SCHEDULEDREHABILITATION SHALL BE APPROVED, IN ADVANCE OF ANY WORK, BY THE PROJECTREPRESENTATIVE.21.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL MEET THEREQUIREMENTS OF THE PROJECT SPECIFICATIONS.22.MH INVERT ELEVATIONS SHOWN ON THE DRAWINGS REPRESENT THE APPROXIMATE CENTER OF THEMANHOLE INVERT OR INVERT OF INCOMING SEWERS.23.CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALLUTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD INADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BYPROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION,RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THEWORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL IMMEDIATELY COORDINATEWITH THE PROJECT REPRESENTATIVE TO DETERMINE ANY NECESSARY MODIFICATIONS TO PROPOSEDNEW WORK.24.BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACHUTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION,TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THEPROPOSED NEW WORK.25.CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTIONREQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION ANDRESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BYPROJECT REPRESENTATIVE.GENERAL NOTES (CONT'D):26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNERMARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BEREESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF WASHINGTON.27.CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS, UNLESSOTHERWISE NOTED.28.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION INACCORDANCE WITH THE CONTRACT DOCUMENTS THAT ARE NOT OTHERWISE PROVIDED BY THECOUNTY PRIOR TO COMMENCING OF WORK.29.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, BUILDINGS, OROTHER STRUCTURES RESULTING FROM CONTRACTORS CONSTRUCTION ACTIVITIES. REPAIRS SHALLBE MADE TO THE SATISFACTION OF THE OWNER AND THE PROJECT REPRESENTATIVE AT NO COST TOTHE OWNER.30.THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO ALL ADJOINING PROPERTIES ACCESSIBLETO THE PUBLIC AND EMERGENCY VEHICLES. DESIGNS FOR MAINTAINING ACCESS WILL BE PREPAREDBY THE CONTRACTOR AND SUBMITTED TO THE CONTROLLING AGENCY FOR REVIEW AND APPROVAL.31.THE CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY CONSTRUCTION.32.THE CONTRACTOR SHALL PREPARE AND SUBMIT DIVERSION OF FLOW PLAN PER THE CONTRACTDOCUMENTS. THE CONTRACTOR MUST HAVE AN APPROVED TEMPORARY BYPASS PLAN PRIOR TO ANYCONSTRUCTION.33.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS; ANY REVISIONS SHALL HAVE THE PRIORWRITTEN APPROVAL OF THE OWNER.34.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEENNEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FORINGRESS AND EGRESS TO NEW CONSTRUCTION. THE EXTENT OF TRANSITIONS TO BE AS SHOWN ONPLANS, OR AS DESIGNATED IN THE FIELD BY PROJECT REPRESENTATIVE.35.EXACT LOCATION OF ALL SAWCUT LINES MAY BE DETERMINED IN THE FIELD BY A PROJECTREPRESENTATIVE IF LOCATION ON PLANS IS NOT CLEARLY SHOWN, OR EXISTING PAVEMENTCONDITION REQUIRES RELOCATIONS.36.EXCAVATIONS ON BOEING PROPERTY SHALL MEET THE FOLLOWING REQUIREMENTS:A.EXCAVATED MATERIAL FROM BOEING PROPERTY SHALL BE STOCKPILED ON BOEING PROPERTYFOR USE AS BACKFILL AND SHALL NOT BE COMINGLED WITH OFF-SITE (NON-BOEING PROPERTY)EXCAVATED MATERIALS.B.NO MATERIAL FROM EXCAVATIONS ON BOEING PROPERTY SHALL LEAVE THE PROPERTY FROMWHICH IT WAS EXCAVATED OR BE COMINGLED WITH OFF-SITE EXCAVATED MATERIAL.C.ANY ENCOUNTERED CONDITIONS WHICH PREVENT BACKFILL OF EXCAVATIONS ON BOEINGPROPERTY WITH THE ORIGINALLY EXCAVATED MATERIAL MUST BE BROUGHT TO THE PROJECTREPRESENTATIVE'S ATTENTION IMMEDIATELY.37.ROADWAY RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERSTO PRE-CONSTRUCTION CONDITIONS.SUGGESTED CONSTRUCTION SEQUENCE:1.ATTEND PRE-CONSTRUCTION MEETING.2.OBTAIN NOTICE TO PROCEED FROM COUNTY, ALL REQUIRED PERMITS BEYOND THOSE PROVIDED BYTHE COUNTY, AND ANY NECESSARY AGREEMENTS WITH PROPERTY OWNERS BEYOND THOSEPROVIDED BY THE COUNTY PRIOR TO COMMENCING OF WORK.3.COORDINATE WITH COUNTY/PROJECT REPRESENTATIVE FOR CONSTRUCTION STAKING.4.INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PER CIVIL DRAWINGS.5.MAINTAIN EROSION MEASURES IN ACCORDANCE WITH PROJECT SWPPP, PROJECT DOCUMENTS, ANDPERMIT REQUIREMENTS THROUGHOUT THE PROJECT'S DURATION.6.INSTALL TEMPORARY BYPASS SYSTEM PER CONTRACT DOCUMENTS INCLUDING SHORING AT NORTHLOT, WITH THE EXCEPTION OF THE BYPASS PUMP SUCTION LINES. BYPASS SYSTEM SHALL BEINSTALLED AND READY TO GO ONLINE PRIOR TO CUTTING OF EXISTING ESI PIPE AT THE NORTH LOT(96" RCP).7.DURING DEFINED PROJECT DRY PERIOD, CUT CROWN COUPONS IN ESI PIPE PER STRUCTURALDRAWINGS. CUTS SHALL BE SCHEDULED FOR A FORECASTED DRY PERIOD OF AT LEAST SEVEN (7)WORKING DAYS IN DURATION.8.INSTALL INFLATABLE TEMPORARY BYPASS PLUG(S) JUST UPSTREAM OF THE LARGER WEIRINSTALLATION OPENING. INFLATABLE PLUG(S) MUST LEAVE ENOUGH SUCTION PIPE OPENINGS CLEARAND UNBLOCKED TO ALLOW FOR PARTIAL OPERATION OF BYPASS SYSTEM.9.BEGIN PARTIAL OPERATION OF BYPASS SYSTEM. REQUIRED NUMBER OF BYPASS PUMPS TO PASSENCOUNTERED FLOWS MUST BE ONLINE DURING THIS PERIOD. 24-HOUR BYPASS SYSTEMMONITORING SHALL BE PROVIDED PER THE CONTRACT DOCUMENTS.10.INSTALL TEMPORARY WEIR PER STRUCTURAL DRAWINGS.11.WHEN THE TEMPORARY WEIR IS IN PLACE AND READY FOR OPERATION, AND DURING A LOW FLOWPERIOD, DEFLATE AND REMOVE TEMPORARY PLUG(S). PLUG(S) SHALL BE REMOVED IN SUCH AMANNER THAT POOLED WASTEWATER IS SLOWLY RELEASED DOWNSTREAM TO THE INSTALLEDTEMPORARY WEIR.12.INSTALL REMAINING SUCTION PIPING AND BRING ALL BYPASS PUMPS ONLINE.13.INSTALL BACKWATER DAM AND SUMP PUMPS BETWEEN MH R01-31A AND MH R01-32 PER CIVILDRAWINGS.SUGGESTED CONSTRUCTION SEQUENCE (CONT'D):14.LOCATE MH R02-04 UNDER ASPHALT PAVEMENT. BRING MANHOLE TO GRADE DURING THE REHAB OFMH R02-04.15.PROCEED WITH IN-PIPE REHABILITATION WORK WITHIN DEFINED PROJECT DRY PERIOD. CONTINUE24-HOUR BYPASS SYSTEM.16.AFTER COMPLETION OF IN-PIPE WORK AND REMOVAL OF ALL EQUIPMENT, SUPPLIES, AND PERSONNEL,REMOVE BACKWATER DAM AND SUMP PUMPS.17.INSTALL INFLATABLE TEMPORARY BYPASS PLUG(S) JUST UPSTREAM OF THE LARGER WEIRINSTALLATION COUPON. INFLATABLE PLUG(S) MUST LEAVE ENOUGH SUCTION PIPE COUPONOPENINGS CLEAR AND UNBLOCKED TO ALLOW FOR PARTIAL OPERATION OF BYPASS SYSTEM.REQUIRED NUMBER OF BYPASS PUMPS TO PASS ENCOUNTERED FLOWS MUST BE ONLINE DURINGTHIS PERIOD.16.SCHEDULE BYPASS SYSTEM DECOMMISSIONING FOR A DRY PERIOD OF AT LEAST SEVEN (7) WORKINGDAYS IN DURATION.17.REMOVE TEMPORARY WEIR AND PATCH DAMAGED LINER PER STRUCTURAL DRAWINGS.18.REMOVE TEMPORARY INFLATABLE PLUGS AND TAKE BYPASS PUMPS OFFLINE.19.PATCH COUPON OPENINGS IN ESI PIPE PER STRUCTURAL DRAWINGS.20.BACKFILL NORTH LOT EXCAVATION AND REMOVE SHORING PER CIVIL AND STRUCTURAL DRAWINGS.21.REMOVE REMAINDER OF BYPASS SYSTEM INCLUDING BYPASS PIPING AND CONDUCT RESTORATIONPER CIVIL AND LANDSCAPE RESTORATION DRAWINGS SIMULTANEOUSLY.22.PROVIDE CLEANING OF ALL PROJECT WORK AREAS PER CONTRACT DOCUMENTS.23.DEMOBILIZE AND VACATE WORK AREAS.24.PREPARE CONSTRUCTION RECORD DRAWINGS, IF APPLICABLE.25.PROVIDE REQUIRED MAINTENANCE, PER CONTRACT.CONSTRUCTION BYPASS NOTES:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEWER BYPASS DESIGN FOR DEWATERING OFTHE PIPE DURING REHABILITATION. THIS INCLUDES ALL PLUMBING EQUIPMENT, PIPING AND FITTINGS,POWER, COLLECTION AND DISTRIBUTION ELEMENTS TO ACHIEVE THE BYPASSING OF THE EXISTINGSEWAGE FROM INTAKE POINT TO DISCHARGE POINT.2.ODOR CONTROL AND CONSTRUCTION NOISE MITIGATION SHALL BE IN CONFORMANCE WITH SECTION01 35 43 OF THE SPECIFICATIONS.3.THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO ALL ADJOINING PROPERTIES ACCESSIBLETO THE PUBLIC AND EMERGENCY VEHICLES. DESIGNS FOR MAINTAINING ACCESS WILL BE PREPAREDBY THE CONTRACTOR AND SUBMITTED TO THE CONTROLLING AGENCY FOR REVIEW AND APPROVAL.4.CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS THROUGH RAMPS AT CROSSWALKS.5.ALL BYPASS OPERATIONS ARE TO OCCUR WITHIN THE BYPASS CORRIDOR SHOWN ON THE BYPASSDRAWINGS. IF THE CONTRACTOR REQUIRES AN ADDITIONAL CLOSURE AREA THEY MUST OBTAINADDITIONAL APPROVAL FROM KING COUNTY.6.THE CONTRACTOR SHALL USE ESTABLISHED STAGING AREAS FOR THEIR WORK.7.CONTRACTOR SHALL MAINTAIN STORM FLOW TO EXISTING CATCH BASINS DESIGNS FOR MAINTAININGFLOW WILL BE PREPARED BY THE CONTRACTOR AND INCLUDE THE TBP.G. GOULDTHIS IS THE "SUGGESTED CONSTRUCTION SEQUENCE" AND IS INTENDED TO COVER GENERAL ITEMS OFWORK ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OVERALL WORK PLAN AND SEQUENCINGITEMS NOT SPECIFICALLY MENTIONED HEREIN. ANY SEQUENCING ITEMS NOT COVERED HERE SHALL BEBROUGHT TO THE ATTENTION OF THE COUNTY/PROJECT REPRESENTATIVE PRIOR TO CONSTRUCTION. BOEING COMPANY0886610020660 LOGAN AVE NRENTON, WA 98055BOEING COMPANY0723059100660 LOGAN AVE NRENTON, WA 98055JEFFS AUTO REPAIR7224500315546 BURNETT AVE NRENTON, WA 98055BOEING COMPANY0723059001737 LOGAN AVE NRENTON, WA 98055BOEING COMPANY0886610090RENTON, WA 98055ITF DEVELOPMENTS LLC0886610010RENTON, WA 98055LOGAN AVE NN 6TH STBURNETT AVE NMH R01-31ASTA. 1+21.491+002+003+004+005+006+007+008+009+0010+00MH R01-32STA. 1+93.40N=182509.17E=1300892.00MH R02-01STA. 4+30.88N=182742.16E=1300846.05MH R02-02STA. 9+76.94N=183288.19E=1300852.5060' R/W 1234567890' R/W70' R/W9095100105110115120125130135140145150155 90951001051101151201251301351401451501550+001+002+003+004+005+006+007+008+009+0010+00APPROXIMATEEXISTING GRADEMH R01-31ASTA 1+21.49RIM=125.49INV IN=107.60 (36" W)INV IN=109.60 (12" N)INV IN=114.12 (24" N)INV=103.10 (108" S)96" RCP @S=0.0008PIPE TO BEREHABILITATED (TYP)MANHOLE TO BEREHABILITATED (TYP)APPROXIMATE LIMITS OFPIPE REHABILITATIONSTA 1+93±STA. 1+93.40RIM=127.00INV=103.26MH R01-32 STA. 4+30.88 RIM=128.02 INV=103.46 MH R02-01 STA. 9+76.94 RIM=127.25 INV=103.94 MH R02-02108" RCP @ S=0.001096" RCP @ S=0.000896" RCP @ S=0.0009SEGMENT NO. 1SEGMENT NO. 2SEGMENT NO. 3B. ISAACB. HAWESE. WALIGORSKI/0C1016PLAN AND PROFILESTA 1+00 TO 10+0010898A11C101.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4GENERAL NOTES:KEY NOTES:1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.APPROXIMATE LOCATION OF SS VAULT AT MHR01-31A. SEE DETAIL 1 ON DWG CT112 FOR VAULTAS-BUILTS.BYPASS DISCHARGE WORK AREA. SEE BYPASSPUMPING PLANS (DWGS CT108-CT110).PROVIDE ROAD CLOSURE AT BURNETT AVE N FORPROJECT DURATION. SEE SECTION 01 41 26 OFSPECIFICATIONS FOR APPROVED WORK/STAGINGAREAS AND TRAFFIC CONTROL PLANS.SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED WORK/STAGING AREAS AND TRAFFICCONTROL PLAN.MANHOLE TO BE REHABILITATED PER DETAIL 2,DWG C106.REMOVE EXISTING FRP LADDER AND BRACKETSFROM MANHOLE.WORK AREA SHOWN IN BOEING PARKING LOT ISAPPROXIMATE. SEE SECTION 01 41 26 OFSPECIFICATIONS FOR USE AGREEMENT ANDAPPROVED WORK/STAGING AREA.INSTALL LINABOND LINER IN EXISTING PIPE PERDETAIL 1, DWG C106.PROVIDE STREET TREE PROTECTION IN WORKAREA AS NECESSARY. STREET TREES ARE NOTTO BE DAMAGED OR REMOVED WITHOUT PRIORAPPROVAL FROM THE CITY OF RENTON ANDPROJECT REPRESENTATIVE.12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C101.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:29:37am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 16-1114383xRW.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018ŠCAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.1Know what's below.RCall before you dig.MATCH LINE STA 10+00 SEE DWG C102 MATCH LINE STA 10+00 SEE DWG C102ELEVATIONPLAN1 2354SEWER PIPE/MANHOLE TO BEREHABILITATEDLEGEND23457545G. GOULD66688878WORK AREAXXCOORDINATE CONTROL POINTS(TYP) (SEE DWG G004)TEMPORARY SECURITY FENCING(STA 1+00 - 10+00)99 ITF DEVELOPMENTS LLC0886610010BOEING COMPANY0886600060RENTON, WA 98055BOEING COMPANY0886610090RENTON, WA 98055CPT THE LANDING0886600040RENTON, WA 98055RENTON, WA 98055LOGAN AVE NN 8TH ST 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00MH R02-03STA. 15+58.80N=183870.04E=1300854.99MH R02-04STA. 19+72.54N=184282.30E=1300889.929101112131415161765' R/W 55' R/W9095100105110115120125130135140145150155 909510010511011512012513013514014515015510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00APPROXIMATEEXISTING GRADE96" RCP @S=0.0008PIPE TO BEREHABILITATED (TYP)MANHOLE TO BEREHABILITATED (TYP)INV=104.77 STA. 15+58.80 RIM=126.48 INV=104.42 MH R02-03 STA. 19+72.54 RIM=126.41 MH R02-0496" RCP @ S=0.000896" RCP @ S=0.0008SEGMENT NO. 3SEGMENT NO. 4SEGMENT NO. 5B. ISAACB. HAWESE. WALIGORSKI/0C1027PLAN AND PROFILESTA 10+00 TO 20+0010898A11C102.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C102.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:33:33am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 04-24-18.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 16-1114383xSV.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.MATCH LINE STA 20+00 SEE DWG C103 MATCH LINE STA 20+00 SEE DWG C103ELEVATIONPLANMATCH LINE STA 10+00 SEE DWG C101 MATCH LINE STA 10+00 SEE DWG C101 Know what's below.RCall before you dig.LEGENDG. GOULDGENERAL NOTES:KEY NOTES:APPROXIMATE LOCATION OF MH R02-04. MHPAVED OVER. REMOVE CONCRETE PANEL(S) FORACCESS DURING CONSTRUCTION. FOLLOWINGCONSTRUCTION, BRING MH TO GRADE ANDREPLACE CONCRETE PANEL(S) PER DETAIL 2,DWG CT114.SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED WORK/STAGING AREAS AND TRAFFICCONTROL PLAN.MANHOLE TO BE REHABILITATED PER DETAIL 2,DWG C106.INSTALL LINABOND LINER IN EXISTING PIPE PERDETAIL 1, DWG C106.EXISTING SERVICE CONNECTION TO ESI PIPE.ROUTE FLOWS BELOW WORKING PLATFORM PERDETAIL 1, DWG C106.PROVIDE STREET TREE PROTECTION IN WORKAREA AS NECESSARY. STREET TREES ARE NOTTO BE DAMAGED OR REMOVED WITHOUT PRIORAPPROVAL FROM THE CITY OF RENTON ANDPROJECT REPRESENTATIVE.SEWER PIPE/MANHOLE TO BEREHABILITATEDWORK AREAXXTEMPORARY SECURITY FENCING24554324231123451.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.(STA 10+00 - 20+00)COORDINATE CONTROL POINTS (TYP)(SEE DWG G004)666 RENTON CITY OF0886600011RENTON, WA 98055BOEING COMPANY0886600060RENTON, WA 98055CPT THE LANDING0886600040RENTON, WA 98055CPT THE LANDING0886600010RENTON, WA 98055CPT THE LANDING0886600010RENTON, WA 98055LOGAN AVE NN 10TH ST20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00MH R02-05STA. 23+50.22N=184635.31E=1301021.04MH R02-06STA. 28+71.99N=185041.47E=1301343.91181920212223242526272855' R/W 55' R/W9095100105110115120125130135140145150155 909510010511011512012513013514014515015520+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00APPROXIMATEEXISTING GRADE96" RCP @ S=0.0009INV=105.55PIPE TO BEREHABILITATED (TYP)MANHOLE TO BEREHABILITATED (TYP)STA. 23+50.22RIM=126.98MH R02-05 STA. 28+71.99 RIM=125.18 MH R02-0696" RCP @ S=-0.000996" RCP @ S=-0.0008INV=105.09 SEGMENT NO. 5SEGMENT NO. 6SEGMENT NO. 7B. ISAACB. HAWESE. WALIGORSKI/0C1038PLAN AND PROFILESTA 20+00 TO 30+0010898A11C103.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C103.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:36:20am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 04-24-18.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 16-1114383xSV.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.MATCH LINE STA 30+00 SEE DWG C104 MATCH LINE STA 30+00 SEE DWG C104ELEVATIONPLANMATCH LINE STA 20+00 SEE DWG C102 MATCH LINE STA 20+00 SEE DWG C102 Know what's below.RCall before you dig.12LEGEND2233G. GOULDRAPID RIDETRANSIT BUS STOP44111GENERAL NOTES:KEY NOTES:SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED WORK/STAGING AREAS AND TRAFFICCONTROL PLAN.MANHOLE TO BE REHABILITATED PER DETAIL 2,DWG C106.TEMPORARY SECURITY FENCING FOR ACCESS TOMANHOLE R02-06. REMOVE WROUGHT IRONFENCE AND REPLACE FOLLOWINGCONSTRUCTION PER DWG L100-L101.REMOVE EXISTING FRP LADDER AND BRACKETSFROM MANHOLE.INSTALL LINABOND LINER IN EXISTING PIPE PERDETAIL 1, DWG C106.EXISTING SERVICE CONNECTION TO ESI PIPE.ROUTE FLOWS BELOW WORKING PLATFORM PERDETAIL 1, DWG C106.PROVIDE COORDINATION WITH KING COUNTYMETRO FOR RELOCATION OF BUS STOP ASREQUIRED BY SECTION 01 55 26 AND APPROVEDTCP.PROVIDE STREET TREE PROTECTION IN WORKAREA AS NECESSARY. STREET TREES ARE NOTTO BE DAMAGED OR REMOVED WITHOUT PRIORAPPROVAL FROM THE CITY OF RENTON ANDPROJECT REPRESENTATIVE.56SEWER PIPE/MANHOLE TO BEREHABILITATEDWORK AREATEMPORARY SECURITY FENCINGXX566551.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.7(STA 20+00 - 30+00)7COORDINATE CONTROL POINTS (TYP)(SEE DWG G004)88 BOEING COMPANY THE0886610060RENTON, WA 98055BNSF0823059027900 LAKE WASHINGTON BLVD NRENTON, WA 98055PUGET SOUND ENERGY/ ELEC0823059178920 LAKE WASHINGTON BLVD NRENTON, WA 98055CPT THE LANDINGRENTON, WA 98055LOGAN AVE N757TH AVE757TH AVEN SOUTHPORT DRIVE30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00MH R02-07STA. 34+42.10N=185404.60E=1301783.4060' R/W ELECTRICALSUBSTATION293031323334353637383942444546479095100105110115120125130135140145150155909510010511011512012513013514014515015530+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00APPROXIMATEEXISTING GRADEPIPE TO BEREHABILITATED (TYP)MANHOLE TO BEREHABILITATED (TYP)APPROXIMATELIMITS OF PIPEREHABILITATIONSTA 39+00±PREVIOUSLYREHABILITATED PIPESTA. 34+42.10 RIM=125.35 MH R02-07 INV=106.05 96" RCP @ S=0.000996" RCP @ S=0.0009SEGMENT NO. 7SEGMENT NO. 8B. ISAACB. HAWESE. WALIGORSKI/0C1049PLAN AND PROFILESTA 30+00 TO 40+0010898A11C104.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C104.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:38:26am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 04-24-18.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 16-1114383xSV.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018ŠCAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.MATCH LINE STA 40+00 SEE DWG C105 MATCH LINE STA 40+00 SEE DWG C105ELEVATIONPLANMATCH LINE STA 30+00 SEE DWG C103 MATCH LINE STA 30+00 SEE DWG C103 Know what's below.RCall before you dig.SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED WORK/STAGING AREAS AND TRAFFICCONTROL PLAN.BYPASS INTAKE AREA. SEE BYPASS PUMPINGPLANS (DWGS CT108-CT110).MANHOLE TO BE REHABILITATED PER DETAIL 2,DWG C106.PREVIOUS ESI REHABILITATION PROJECT WITHLINABOND LINER EXTENDED APPROXIMATELY 200'DOWNSTREAM OF MANHOLE R02-08. PIPEREHABILITATION COMPLETED WITH THISPROJECT SHALL OVERLAP THE EXISTINGREHABILITATION BY A MINIMUM OF 4" PER DETAIL3, DWG C107.INSTALL LINABOND LINER IN EXISTING PIPE PERDETAIL 1, DWG C106.MAINTAIN ALL EXISTING ACCESS TO ELECTRICALSUBSTATION DURING CONSTRUCTION.EXISTING SERVICE CONNECTION TO ESI PIPE.ROUTE FLOWS BELOW WORKING PLATFORMSPER DETAIL 1, DWG C106.AREA RESERVED FOR PROJECT JOB TRAILER(S)AND CONSTRUCTION PARKING.123LEGEND32144G. GOULDSEWER PIPE TO BE REHABILITATEDWORK AREASTAGING AREA15765GENERAL NOTES:KEY NOTES:567CPT THE LANDING0886600010RENTON, WA 980558XX8(STA 30+00 - 40+00)1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.COORDINATE CONTROL POINTS (TYP)(SEE DWG G004) BNSF0823059027900 LAKE WASHINGTON BLVD NRENTON, WA 98055SOUTHPORT DRIVE NLAKE WASH INGTON BLVD N40+0041+00MH R02-08STA. 41+08.30N=185830.79E=1302295.454041439095100105110115120125130135140145150155909510010511011512012513013514014515015540+0041+0042+00APPROXIMATEEXISTING GRADE96" RCP @ S=0.0008INV=106.61STA. 41+08.30RIM=125.66MH R02-08 B. ISAACB. HAWESE. WALIGORSKI/0C10510PLAN AND PROFILESTA 40+00 TO 41+08.3010898A11C105.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C105.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:41:22am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 04-24-18.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 16-1114383xSV.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.ELEVATIONPLANMATCH LINE STA 40+00 SEE DWG C104 MATCH LINE STA 40+00 SEE DWG C104 Know what's below.RCall before you dig.LEGEND1G. GOULDWORK AREASTAGING AREA2SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED WORK/STAGING AREAS AND TRAFFICCONTROL PLAN.BYPASS INTAKE AREA. SEE BYPASS PUMPINGPLANS (DWGS CT108-CT110).1GENERAL NOTES:KEY NOTES:2XX(STA 40+00 - 41+08.30)1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.COORDINATE CONTROL POINTS (TYP)(SEE DWG G004) LINABOND LINER SYSTEM (TYP)NOTES:1.SERVICE SHALL NOT DE DISTURBED DURING REHABILITATION. INSTALL TEMPORARYFLOW THROUGH BYPASS PLUG AND ROUTE SERVICE CONNECTION FLOW BELOW WORKPLATFORM.2.MINIMUM PLATFORM ELEVATION DETERMINED FROM ESTIMATE OF LOCALIZED FLOWS.3.PROVIDE OVERLAP AT LINER SEAMS PER DETAIL 4, DWG C107.4.INSTALL BACKER ROD AT PIPE JOINTS PER DETAIL 8, DWG C107, AS REQUIRED.5.SEE SECTION 09 97 50 OF SPECIFICATIONS FOR ADDITIONAL LINABOND INSTALLATIONREQUIREMENTS.WORK PLATFORMLINABOND LINER TERMINATIONPER DETAIL 1, DWG C107 (TYP)1.2' MAXLINABOND LINEREND POINTELEVATION (TYP)PIPE INVERTSERVICE CONNECTIONPER DETAIL 7, DWGC107, SEE NOTE 1EXISTING 96" RCP12" MIN1'-7"96" RCP SEE NOTE 1 4'-0" Ø2'-0" Ø4'-0" Ø4'-0" Ø96" ØRCP PROFILE4'-0" Ø1.2' MAXPIPE INVERTSERVICE CONNECTION,SEE NOTE 2LINABOND TERMINATION ATMANHOLE RIM PER DETAIL 2,DWG C107 (TYP)LINABOND LINERSYSTEM (TYP)LINABOND TERMINATION PERDETAIL 1 DWG C107 (TYP)LINABOND LINER ENDPOINT ELEVATION (TYP)WORK PLATFORM1.2' MAXPIPE INVERT1.0' APPROXLINABOND TERMINATION PERDETAIL 1 DWG C107 (TYP)LINABOND LINER ENDPOINT ELEVATION (TYP)SERVICE CONNECTION,SEE NOTE 2PROTECTIVE LINING ATOUTSIDE CORNER SEEDETAIL 6 DWG C107 (TYP)PROTECTIVE LINING ATINSIDE CORNER SEEDETAIL 5 DWG C107 (TYP)PROTECTIVE LINING ATOUTSIDE CORNER SEEDETAIL 6 DWG C107(TYP)LINABOND LINERSYSTEM (TYP)NOTES:1.MANHOLE RISER HEIGHTS VARY. SEE PLAN DWGS ANDDESIGN DATA ON DWG G004.2.SEE DETAIL 7 DWG C107 FOR LINABOND INSTALLATION ATSERVICE CONNECTIONS. SERVICE SHALL NOT BEDISRUPTED DURING REHABILITATION. INSTALLTEMPORARY FLOW THROUGH BYPASS PLUG AND ROUTESERVICE CONNECTION FLOW BELOW WORK PLATFORM.3.SEE SECTION 09 97 50 OF SPECIFCATIONS FORADDITIONAL LINABOND INSTALLATION REQUIREMENTS.4.CONTRACTOR TO FIELD VERIFY ACTUAL DEPTH,CONFIGURATION, AND SIZE OF MANHOLE STRUCTURES.WORK PLATFORMB. ISAACB. HAWESE. WALIGORSKI/0C10611REHABILITATION DETAILS10898A11C106.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C106.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:44:00am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018ŠCAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.G. GOULDSCALE:PIPELINE LINABOND REHABILITATION SECTION1/2"=1'-0"1C101A-SCALE:EXISTING MANHOLE REHABILITATION DETAIL1/2"=1'-0"2C101A--SCALE:SECTIONNONEC102C103C104C102C103C104G004 SEAM MATERIAL(0.08"-0.2" THICK)2"1"CONC SURFACECONCRETESAW CUTWIDTH: 18"- 14"DEPTH: 14"- 12"STRUCTURAL POLYMERPVC LINER34"EDGE OF PVC LININGMINBEAD OF SEAM MATERIAL(0.08"-0.2" THICK)4" MIN OVERLAPEXIST PROTECTIVECOATING OR EXISTPLASTIC LINER PLATECONCRETESAW CUTWIDTH: 18"- 14"DEPTH: 14"- 12"STRUCTURALPOLYMERPVC LINER1"SURFACE TREATMENT ON EXISTPROTECTIVE COATING OR EXISTPLASTIC LINER PLATEBEAD OF SEAM MATERIAL(0.08"-0.2" THICK)4" MIN OVERLAPCONCRETESTRUCTURAL POLYMERPVC LINER1"4" MIN OVERLAPCONCRETE 1"STRUCTURAL POLYMERVINYLTHANE PVC LINERPVC LINERPVC LINERBEAD OF SEAM MATERIAL(0.08"-0.2" THICK)4" MIN OVERLAP1"STRUCTURALPOLYMERPVC LINERVINYLTHANEPVC LINERBEAD OF SEAM MATERIAL(0.08"-0.2" THICK)PVC LINERCONCRETESAW CUTWIDTH: 18"- 14"DEPTH: 14"- 12"CONCRETEPVC LINERSTRUCTURALPOLYMERBEAD OF SEAM MATERIAL(0.08"-0.2" THICK)2"STEEL, CONCRETE,OR FIBERGLASSPIPE, SLEEVE, OROPENINGCONCRETEPVC LINERBACKER RODSTRUCTURALPOLYMERSEAM MATERIAL(0.08"-0.2" THICK)2"1"CONC SURFACECONCRETESAW CUTWIDTH: 18"- 14"DEPTH: 14"- 12"STRUCTURAL POLYMERPVC LINEREDGE OF PVC LININGB. ISAACB. HAWESE. WALIGORSKI/0C10712LINABOND DETAILS10898A11C107.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11C107.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:45:47am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.G. GOULDNOTE:SEE SECTION 09 95 50 OF SPECIFICATIONS FORADDITIONAL LINABOND INSTALLATION REQUIREMENTS.SCALE:BELOW THE WATERLINE6"=1'-0"1C106TERMINATIONSCALE:ABOVE THE WATERLINE6"=1'-0"2C106SCALE:OR EXISTING PLASTIC LINER6"=1'-0"3C104PROTECTIVE LINING TO EXISTINGEPOXY OR POLYESTER COATINGTERMINATIONSCALE:LINER SEAMS (OVERLAP JOINTS)6"=1'-0"3C106PROTECTIVE LINING ATS203SCALE:AT INSIDE CORNER6"=1'-0"5C106PROTECTIVE LININGSCALE:AT OUTSIDE CORNER6"=1'-0"6C106PROTECTIVE LININGSCALE:FLUSH AT WALL, SLAB, OR BEAM6"=1'-0"7C106STEEL, CONCRETE, ORFIBERGLASS PIPE/SLEEVESCALE:PIPE JOINT6"=1'-0"C1068 BOEING COMPANY0886610020660 LOGAN AVE NRENTON, WA 98055BOEING COMPANY0723059100660 LOGAN AVE NRENTON, WA 98055JEFFS AUTO REPAIR7224500315546 BURNETT AVE NRENTON, WA 98055BOEING COMPANY0723059001737 LOGAN AVE NRENTON, WA 98055LOGAN AVE NN 6TH STBURNETT AVE NBOEING COMPANY088661660 LOGAN AVE NRENTON, WA 980550020ITF DEVELOPMENTS LLC08866100101+002+00 3+004+005+006+007+008+009+0010+00BOEING COMPANY0886610090RENTON, WA 98055BOEING COMPANY0723059001737 LOGAN AVE NRENTON, WA 9805590' R/W70' R / W5051525354 55561234567891011121360' R/WITF DEVELOPMENTS LLC0886610010BOEING COMPANY0886610090RENTON, WA 98055BOEING COMPANY0886600060RENTON, WA 98055BOEING COMPANY0886610090RENTON, WA 98055ITF DEVELOPMENTS LLC0886610010CPT THE LANDING0886600040RENTON, WA 98055RENTON, WA 98055RENTON, WA 9805510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+005758596061N 8TH ST 65' R/W 55' R/W LOGAN AVE N14151617191820RENTON, WA 980550040CPT THE LANDING088660B. ISAACB. HAWESE. WALIGORSKI/0CT10813BYPASS PLANSTA 1+00 TO 20+0010898A11CT108.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4KEY NOTES:FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTOREASPHALT PAVEMENT PER DETAIL 1, DWG CT114.FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTORELANDSCAPING PER LANDSCAPE RESTORATIONPLANS, DWGS L100-L101.BRING BYPASS DISCHARGE PIPING TO GRADE ATBYPASS DISCHARGE AREA.FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTORECONCRETE PAVEMENT PER DETAIL 2, DWG CT114.REPLACE ALL CONCRETE PANELS IMPACTED BYTRENCHING.BYPASS PIPING TRENCHED THROUGHDECORATIVE CONCRETE INTERSECTIONS ANDCROSSWALKS. FOLLOWING BYPASS OPERATIONS,REMOVE TRENCHED BYPASS PIPING ANDRESTORE DECORATIVE CONCRETE PAVEMENTPER DETAIL 3, DWG CT114. REPLACE ALLCONCRETE PANELS IMPACTED BY TRENCHING.12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT108.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:47:53am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C103.dwg; 10898A11-00C101.dwg; 10898A11-00C102.dwg; 10898A11-00C104.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.1Know what's below.RCall before you dig.MATCH LINE STA 20+00 SEE DWG CT109 MATCH LINE STA 10+00 SEE LOWER LEFTPLAN LEGENDOVERLAND BYPASS PIPINGSTANDARD TRENCHED BYPASSPIPING PER DETAIL 1, DWG CT113.SEE PROFILE FOR APPROXIMATEEXISTING UTILITY ELEVATIONSSHALLOW TRENCHED BYPASS PIPINGPER DETAIL 2, DWG CT113. SEEPROFILE FOR APPROXIMATE EXISTINGUTILITY ELEVATIONSOVERLAND BYPASS PIPING INSTALLEDON RACKS PER DETAIL 3, DWG CT113(TYP).WORK AREAAPPROXIMATE LIMITS OF ASPHALTAND/OR CONCRETE PAVING REPAIRCOORDINATE CONTROL POINTS (TYP)(SEE DWG G004)TEMPORARY SECURITY FENCINGUTILITY CROSSING COORDINATE (SEEDWG G004)BYPASS DISCHARGE AREA.SEE BYPASS DISCHARGEPLAN, DWG CT112.G. GOULD233121PLANGENERAL NOTES:45445MATCH LINE STA 10+00 SEE UPPER RIGHT XXXX2ASPHALTASPHALT1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.(STA 1+00 - 10+00)(STA 10+00 - 20+00)ASPHALTCONCRETE PAVEMENTDECORATIVECONCRETEPAVEMENTCONCRETEPAVEMENTKEY NOTES (CONT'D):REPLACE SIDEWALK DAMAGED BY TRENCHINGFOLLOWING CONSTRUCTION PER DETAIL 6, DWGCT114. DO NOT INCLUDE CURB AND GUTTER.REPLACE CURB/GUTTER DAMAGED BYTRENCHING PER DETAIL 4, DWG CT113.PROVIDE STREET TREE PROTECTION AND DONOT TRENCH WITHIN TREE CANOPY DRIP LINE.NO TREES WITHIN THIS AREA SHALL BE DAMAGEDOR REMOVED DURING CONSTRUCTION.678886ASPHALT677 RENTON CITY OF0886600011RENTON, WA 98055BOEING COMPANY0886600060RENTON, WA 98055CPT THE LANDING0886600040RENTON, WA 98055CPT THE LANDING0886600010RENTON, WA 9805520+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0062636465N 10TH ST 55' R/W 55' R/ W 21222324262527LOGAN AVE NBOEING COMPANY THE0886610060RENTON, WA 98055CPT THE LANDINGBNSF0823059027900 LAKE WASHINGTON BLVD NRENTON, WA 98055PUGET SOUND ENERGY/ ELEC0823059178920 LAKE WASHINGTON BLVD NRENTON, WA 98055CPT THE LANDING0886600010RENTON, WA 9805530+0031+0032+0033+0034+0035+003 6 + 0 0 3 7 + 0 0 38+0039+0040+00666768LOGAN AVE N60' R/W ELECTRICALSUBSTATION282930313233757TH AVE NEB. ISAACB. HAWESE. WALIGORSKI/0CT10914BYPASS PLANSTA 20+00 TO 40+0010898A11CT109.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT109.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:54:45am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 04-24-18.dwg; J17164 2.dwg; 10898A11-00C103.dwg; 10898A11-00C101.dwg; 10898A11-00C102.dwg; 16-1114383xSV.dwg; 10898A11-00C104.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.MATCH LINE STA 30+00 SEE LOWER LEFTPLANMATCH LINE STA 20+00 SEE DWG CT108 Know what's below.RCall before you dig.G. GOULDPLANMATCH LINE STA 30+00 SEE UPPER RIGHT MATCH LINE STA 40+00 SEE DWG CT110 232145KEY NOTES:FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTOREASPHALT PAVEMENT PER DETAIL 1, DWG CT114.FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTORECONCRETE PAVEMENT PER DETAIL 2, DWG CT114.REPLACE ALL CONCRETE PANELS IMPACTED BYTRENCHING.BYPASS PIPING TRENCHED THROUGHDECORATIVE CONCRETE INTERSECTIONS ANDCROSSWALKS. FOLLOWING BYPASS OPERATIONS,REMOVE TRENCHED BYPASS PIPING ANDRESTORE DECORATIVE CONCRETE PAVEMENTPER DETAIL 3, DWG CT114. REPLACE ALLCONCRETE PANELS IMPACTED BY TRENCHING.123GENERAL NOTES:1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.(STA 20+00 - 30+00)(STA 30+00 - 40+00)LEGENDOVERLAND BYPASS PIPINGSHALLOW TRENCHED BYPASS PIPINGPER DETAIL 2, DWG CT113. SEEPROFILE FOR APPROXIMATE EXISTINGUTILITY ELEVATIONSOVERLAND BYPASS PIPING INSTALLEDON RACKS PER DETAIL 3, DWG CT113(TYP).WORK AREAAPPROXIMATE LIMITS OF ASPHALTAND/OR CONCRETE PAVING REPAIRCOORDINATE CONTROL POINTS (TYP)(SEE DWG G004)UTILITY CROSSING COORDINATE (SEEDWG G004)XXXXCONCRETEPAVEMENTDECORATIVECONCRETEPAVEMENTCONCRETEPAVEMENTASPHALTKEY NOTES:FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTORELANDSCAPING PER LANDSCAPE RESTORATIONPLANS, DWGS L100-L101.MAINTAIN ALL EXISTING ACCESS TO ELECTRICALSUBSTATION DURING CONSTRUCTION.45 40+0041+006934353736920 LAKE WASHINGTON BLVD NRENTON, WA 980559178PUGET SOUND ENERGY/ ELEC0823059027BNSF082305900 LAKE WASHINGTON BLVD NRENTON, WA 98055LA K E WA S H I NGT ON BLVD NB. ISAACB. HAWESE. WALIGORSKI/0CT11015BYPASS PIPINGSTA 40+00 TO 41+10.8010898A11CT110.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT110.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:56:32am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C103.dwg; 10898A11-00C102.dwg; 10898A11-00C104.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.PLANMATCH LINE STA 40+00 SEE DWG CT109 Know what's below.RCall before you dig.BYPASS INTAKE AREA. SEEBYPASS INTAKE PLAN,DWG CT111G. GOULD11KEY NOTES:BYPASS PIPING ROUTED ABOVE GRADE ASREQUIRED WITHIN BYPASS INTAKE AREA.(STA 40+00 - 41+10.80)GENERAL NOTES:1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G002 FOR ADDITIONAL LEGEND,ABBREVIATIONS, AND SYMBOLS.3.SEE DWG G004 FOR DESIGN DATA.4.SEE DWG G005 FOR GENERAL PROJECT NOTES.5.ALL SURFACES TO BE REHABILITATED SHALL BECLEANED PER SECTION 09 97 50 OFSPECIFICATIONS PRIOR TO APPLYING LINABOND.6.SEE DWG G004 FOR TABLE OF MEASURED DEBRISVOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BEREMOVED PRIOR TO REHABILITATION PERSECTION 09 97 50 OF THE SPECIFICATIONS.7.THE CONTRACTOR SHALL PROVIDE TRAFFICCONTROL PER THE APPROVED TRAFFIC CONTROLPLAN (TCP). SEE SECTION 01 55 26 OFSPECIFICATIONS FOR THE TCP REQUIREMENTS.CONTRACTOR MUST HAVE AN APPROVED TCPPRIOR TO ANY WORK WITHIN THE CITY OFRENTON R/W.8.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.LEGENDOVERLAND BYPASS PIPINGWORK AREAAPPROXIMATE LIMITS OF ASPHALTAND/OR CONCRETE PAVING REPAIRBYPASS INTAKE PIT EXCAVATIONCOORDINATE CONTROL POINTS (TYP)(SEE DWG G004)UTILITY CROSSING COORDINATE (SEEDWG G004)XXXX | || || || || || || || || || || || || || || || || || |15'-0" TYP1 0 ' - 0 " M I NU UUUB. ISAACB. HAWESE. WALIGORSKI/0CT11116BYPASS INTAKE PLAN10898A11CT111.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT111.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:58:15am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 10898A11-00C103.dwg; 10898A11-00C104.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.PLANKnow what's below.RCall before you dig.G. GOULDGENERAL NOTES:KEY NOTES:1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G004 FOR GENERAL PROJECT NOTES.3.ACCESS TO ALL EXISTING UTILITY STRUCTURESWITHIN BYPASS AREA, INCLUDING MANHOLES,CATCH BASINS, VAULTS, ETC. SHALL BEMAINTAINED FOR THE DURATION OF THEPROJECT.4.SITE SHALL BE RETURNED TOPRE-CONSTRUCTION CONDITION OR BETTERFOLLOWING CONSTRUCTION, EXCEPT ASOTHERWISE NOTED.5.SEE DWG CT115 FOR TESC NOTES AND DETAILS.6.SEE SECTION 01 35 43 OF THE SPECIFICATIONSFOR SOIL MANAGEMENT REQUIREMENTS ONBOEING PROPERTY.APPROXIMATE LOCATION OF SHOREDEXCAVATION TO EXISTING 96" RCP. SEE DWGSS001-S203 FOR SHORING DESIGN. CONTRACTORTO POTHOLE PRIOR TO EXCAVATION TO LOCATETENSION TIE ANCHORED SADDLE AND PIPE JOINT.ADJUST SHORING LOCATION TO MATCHREQUIRED DIMENSIONS AND OFFSETS FROMTENSION TIES/PIPE JOINTS SHOWN INSTRUCTURAL DESIGN FOLLOWING POTHOLING.COUPON CUT IN PIPE CROWN FOR BYPASSSYSTEM SUCTION PIPING (TYP). SEESTRUCTURAL DWGS FOR COUPON DIMENSIONSAND SPACING.ESTIMATED END OF EXISTING LINABOND LINER.PIPE COUPONS SHALL BE CUT WITHIN SECTIONOF PIPE WITH EXISTING LINER.COUPON CUT IN PIPE CROWN FOR INSTALLATIONOF BYPASS OVERFLOW WEIR. SEE DWGSS101-S203 FOR COUPON DIMENSIONS AND WEIRDESIGN.ABANDON EXISTING OBSERVATION WELL AT BH-2PER WAC 172-160-381 PRIOR TO EXCAVATION.RESERVED AREAS FOR BYPASS PUMPS, NOISEATTENUATION, PIPING, ODOR CONTROL,VENTILATION, AND ASSOCIATED EQUIPMENT.REMOVE EXISTING ECOLOGY BLOCK WALLS ANDSTOCKPILE ON-SITE. REPLACE TOPRE-CONSTRUCTION CONFIGURATION ASDIRECTED BY BOEING (TYP ALL ECOLOGY BLOCKWALLS WITHIN BYPASS PUMPING AREA).PRESERVE EXISTING DRAINAGE BERM TO RETAINCONSTRUCTION STORMWATER ON-SITE.SETTLEMENT MONITORING POINT FOR BNSF RAILLINE PER SECTION 31 09 10 OF THESPECIFICATIONS (TYP OF 5).1SIDEWALK LIMITSRR TRACK CLFENCE LINEBALLAST LIMITSAPPROXIMATEEDGES OF ESIPIPEPROPERTY LINER/W LINE234567369452ECOLOGY BLOCKWALL (TYP)ECOLOGY BLOCKWALL (TYP)ECOLOGY BLOCKWALL (TYP)ECOLOGY BLOCKWALL (TYP)ECOLOGY BLOCKWALL (TYP)EXIST DRAINAGEBERM (TYP)EXIST DRAINAGEBERM (TYP)89LEGENDCB INSERT PER DETAIL 1, DWG CT115.BYPASS PUMPING AREA BORDERSURFACE SETTLEMENT MONITORINGPOINT PER SECTION 31 09 10 OF THESPECIFICATIONSUTILITY MONITORING POINT PERSECTION 31 09 10 OF THESPECIFICATIONSOVERLAND BYPASS PIPINGECOLOGY BLOCK WALL108UCAUTIONCALL PSE AT 1-888-225-5773 FOR STANDBYWHEN OPERATING OVERHEAD EQUIPMENTIN VICINITY OF OVERHEAD HIGH VOLTAGEPOWER LINES ON SITE1101010117777OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHBYPASS INTAKE STAGING AREA12BH1BH27KEY NOTES (CONT'D):MONITORING POINTS FOR EXISTING 16" BOEINGFIRE LINE, 96" ESI, AND EXISTING 48" STORMDRAIN PER SECTION 31 09 10 OF THESPECIFICATIONS.REPLACE CURB AND SIDEWALK DAMAGED BYEXCAVATION FOLLOWING CONSTRUCTION PERDETAIL 5, DWG CT113.BYPASS PIPING ROUTED ABOVE GRADE ASREQUIRED WITHIN BYPASS INTAKE AREA.1012BH311 N 6TH STBOEING COMPANY0723059100660 LOGAN AVE NRENTON, WA 98055JEFFS AUTO REPAIR722400315546 BURNETT AVE NRENTON, WA 98055NOTES:1.ELEVATIONS AND DIMENSIONS WERE RETRIEVED FROM 36" BRYN MAWR TRUNK MAIN AS-BUILTSRECORDS. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD.2.FLOW DEFLECTION DEVICE TO BE DESIGNED AND SUBMITTED BY CONTRACTOR. DEVICE SHALL BEDESIGNED TO REDUCE TURBULENCE AT DISCHARGE AND MAINTAIN FLOW VELOCITY TO PREVENTBACKWATER. REMOVE MH STEPS AS NECESSARY DURING INSTALLATION.3.REPLACE PRESERVED REDUCING MANHOLE SECTION, GRADE RINGS, GASKETS, JOINT GROUTING(INSIDE AND OUT), FRAME, AND COVER FOLLOWING CONSTRUCTION. BACKFILL MANHOLE ANDPROVIDE ASPHALT PATCH PER DETAIL 1, DRAWING CT114.REMOVE AND PRESERVEREDUCING MANHOLE SECTION,GRADE RINGS, FRAME, ANDCOVER. SEE NOTE 3MH RIMINV=125.49108" RCPINV=103.136" RCPINV=107.612" RCPINV=109.6VAULT FLOOREL=112.024" CONCINV=114.12TOP OF VAULT LIDINV=119.6AREA FOR FLOWDEFLECTION DEVICE.SEE NOTE 2 THISDETAIL.8'-10"1'-0"11'-6"4'-0"REMOVE EXISTINGMANHOLE STEPSINSERT BYPASS PIPINGDISCHARGE LINE(S)8'-10"1'-6"EXISTING GRADETYP8'-1"4'-3"5'-11 1/2"DROP MANHOLEAPPROXIMATEEXISTING ESICENTERLINE24" SSAPPROXIMATEOPENING IN ESI PIPEAREA FOR FLOWDEFLECTION DEVICE.SEE NOTE 2.PLAN36" BRYN MAWRCH A N N E L CHANNELB. ISAACB. HAWESE. WALIGORSKI/0CT11217BYPASS DISCHARGE PLAN(N 6TH ST & BURNETT AVE N)10898A11CT112.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT112.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-06:59:29am By BHawesXREFS: 16-1123630xTB.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C103.dwg; 10898A11-00C102.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.PLANKnow what's below.RCall before you dig.G. GOULDGENERAL NOTES:KEY NOTES:1.SEE DWG G002 FOR KEY MAP.2.SEE DWG G004 FOR GENERAL PROJECT NOTES.3.ACCESS TO ALL EXISTING UTILITY STRUCTURESWITHIN BYPASS AREA, INCLUDING MANHOLES,CATCH BASINS, VAULTS, ETC. SHALL BEMAINTAINED FOR THE DURATION OF THEPROJECT.4.SITE SHALL BE RETURNED TOPRE-CONSTRUCTION CONDITION OR BETTERFOLLOWING CONSTRUCTION, EXCEPT ASOTHERWISE NOTED.5.SEE DWG CT115 FOR TESC NOTES AND DETAILS.SHORED EXCAVATION TO 48" DIAMETER RISERSECTION. ESTIMATED 5' DEPTH. FOLLOWINGCONSTRUCTION, RESTORE PAVEMENT PERDETAIL 1, CT114.REMOVE MANHOLE REDUCING SECTION TOEXPOSE TOP OF 48" DIAMETER RISER SECTION.SEE DETAIL 1 THIS DWG.INSTALL BACKWATER DAM JUST DOWNSTREAMOF MH R01-32. BACKWATER DAM TO EXTEND AMINIMUM OF 3'-0" ABOVE THE INVERT AND SHALLBE DESIGNED BY THE CONTRACTOR. DESIGN TOBE SUBMITTED FOR REVIEW BY THE ENGINEER.PROVIDE SUMP PUMPS TO PUMP ALL LOCALFLOWS OVER BACKWATER DAM TO DOWNSTREAMSIDE. SEE SECTION 33 31 40 OF SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS.REPLACE CURB/GUTTER DAMAGED BYEXCAVATION PER DETAIL 4, DWG CT113.BRING BYPASS DISCHARGE PIPING TO GRADE ATBYPASS DISCHARGE AREA.1212LEGENDCB INSERT PER DETAIL DWG CT115.BYPASS PUMPING AREA BORDERSTANDARD TRENCHED BYPASSPIPING PER DETAIL 1, DWG CT113.SEE PROFILE FOR APPROXIMATEEXISTING UTILITY ELEVATIONS3344A -SCALE:SECTIONNONE-ASCALE:DISCHARGE TO MH R01-31A1/4"=1'-0"1C101BURNETT AVE N55 NOTES:1.TEMPORARY ASPHALT PATCH SHALL MEET EXISTING ASPHALTTHICKNESS.2.TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TOMINIMUM 95% MODIFIED PROCTOR.3.MAXIMUM AREA AVAILABLE FOR BYPASS PIPING INSTALLATION BASEDON EXISTING UTILITY EXPLORATIONS IS SHOWN. ACTUAL AREA WILLDEPEND ON BYPASS PIPING UTILIZED.7'-0" MAX3'-0" MAX 3'-0" MINVARIESSEE NOTE 2 EXISTING PAVEMENT (TYP)TEMPORARY ASPHALT PATCHSEE NOTE 1.BYPASS PIPING INSTALLATIONZONE. SEE NOTE 3NOTES:1.STEEL PLATING TO BE DESIGNED FOR HS 20-44 LOADING TAKING INTO ACCOUNT TRENCHWIDTH USED AND THE CORRESPONDING REQUIRED SPAN. IF MULTIPLE PLATES ARESTACKED, TACK WELD PLATES TOGETHER TO PREVENT RATTLING.2.PROVIDE TEMPORARY GRIND AT TRENCH EDGES. DEPTH TO MATCH STEEL PLATE THICKNESS.RECESS PLATING TO INSTALL FLUSH WITH EXISTING PAVEMENT.3.PIPE DEPTH VARIES DEPENDING ON EXISTING UTILITY CROSSING SIZES AND ELEVATIONS.WHERE DEPTH OF PIPE MEETS OR EXCEEDS 3'-0", DETAIL 1 ON THIS DRAWING MAY BEUTILIZED FOR STANDARD PIPE TRENCHING,4.TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95%MODIFIED PROCTOR.5.MAXIMUM AREA AVAILABLE FOR BYPASS PIPING INSTALLATION BASED ON EXISTING UTILITYEXPLORATIONS IS SHOWN. ACTUAL AREA WILL DEPEND ON BYPASS PIPING UTILIZED.7'-0" MAX3'-0" MAX VARIES SEE NOTE 4 EXISTING PAVEMENT (TYP)TEMPORARY STEEL PLATE(S)SEE NOTE 1.BYPASS PIPING INSTALLATIONZONE. SEE NOTE 50" TO 3'-0" (VARIES) SEE NOTE 36" MINSEENOTE 2VARIESTRAFFIC TRAVEL LANE(S)5'-0"BIKE LANE7'-0" MAX1'-0" MIN2'-0" TYPAREA RESERVED FORRACKED BYPASS PIPING.SEE NOTE 24'-0"MAXEXISTING PAVEMENTLANE MARKERJERSEY BARRIER PER APPROVEDTRAFFIC CONTROL PLAN (TCP)EXISTINGEXTRUDED CURB.SEE NOTE 12'-0"SHOULDERNOTES:1.REMOVE EXISTING EXTRUDED CURB PRIOR TO INSTALLATION OFBYPASS PIPING. REPLACE PER DETAIL 5, DRAWING CT114 FOLLOWINGBYPASS OPERATIONS AND REMOVAL OF BYPASS PIPING.2.MAXIMUM AREA AVAILABLE FOR RACKED BYPASS PIPING INSTALLATION.PIPING TO BE INSTALLED IN SECURE RACKS DESIGNED BYCONTRACTOR. CONTRACTOR TO SUBMIT RACK DESIGN AS PART OF THETEMPORARY BYPASS PLAN (TBP). SEE SECTION 33 31 40 OFSPECIFICATIONS FOR TBP REQUIREMENTS.3.TEMPORARILY RELOCATE EXISTING ROADWAY SIGNS THAT AREBLOCKED FROM VIEW BY RACKED BYPASS PIPING AND MOUNT ONJERSEY BARRIER. REPLACE FOLLOWING CONSTRUCTION.R/W LINE EXISTING ROADWAYSIGN. SEE NOTE 3.CONCRETE CURB/GUTTER PERSECTION 32 16 00 IN THESPECIFICATIONSTYPE R BACKFILL COMPACTED TOMINIMUM 95% MODIFIED PROCTORTO BE 6" THICKNESS OR MATCHROADWAY BACKFILLNOTES:1.COMPLETELY REPLACE ALL CURB/GUTTERS THAT ARE IMPACTED BY TRENCHING.2.A FULL DEPTH-EXPANSION JOINT SHALL BE EVERY 10'-0".SEE DETAIL 1, DWG CT114 FORROADWAY RESTORATION12"1' - 6"1"6 1/2"1/2" R.6"5 1/2"TOP OFROADWAY1" R.1/2" R.6"FACE OF CURBMATCH EXISTING ROADWAY SLOPE3/8" TO1/2" R.3/8"PREMOLDEDJOINT FILLERFULL DEPTHEXPANSION JOINTCURB AND GUTTERNOTES:1.COMPLETELY REPLACE ALL SIDEWALKS AND CURB/GUTTERS IMPACTED BY TRENCHING.2.A FULL DEPTH-EXPANSION JOINT SHALL BE EVERY 10'-0".3.A CONTRACTION JOINT SHALL BE EVERY 5'-0" BETWEEN EACH EXPANSION JOINT.4.CONCRETE CEMENT SIDEWALK SHALL COMPLY WITH SECTION 32 16 00 IN THE SPECIFICATIONS.TYPE R BACKFILL COMPACTED TOMINIMUM 95% MODIFIED PROCTORTO BE 6" THICKNESSREFER TO DETAIL 4:CURB AND GUTTERRESTORATIONBROOMED FINISH ORMATCH EXISTINGCONTRACTION JOINTFULL DEPTHEXPANSION JOINT5'-0"5'-0"5'-0"5'-0"4'-0" SIDEWALK 4"1.5% SIDEWALK1/2" (IN) R. (TYP.)1/8" TO 1/4"1" MIN.3/8" TO1/2" R.3/8" TO1/2" R.3/8"PREMOLDEDJOINT FILLERCONTRACTION JOINTFULL DEPTHEXPANSION JOINTMATCH EXISTING4" WIDE, SMOOTHTROWELED PERIMETEROR MATCH EXISTINGSCALE:SECTIONNONE--APLANB. ISAACB. HAWESE. WALIGORSKI/0CT11318BYPASS DETAILS10898A11CT113.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT113.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-07:00:36am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.G. GOULDSCALE:STANDARD TRENCHED BYPASS PIPING1/2"=1'-0"1CT108CT109CT112SCALE:SHALLOW TRENCHED BYPASS PIPING1/2"=1'-0"2CT108SCALE:RACKED BYPASS PIPING (BIKE LANE/SHOULDER)1/2"=1'-0"3CT108CT109SCALE:CURB/GUTTER RESTORATION1/2"=1'-0"4CT112SCALE:SIDEWALK RESTORATION1/2"=1'-0"5CT111A- 1' MINBYPASS PIPINGTRENCH WIDTHNOTES:1.HORIZONTAL LIMITS OF GRIND AND HMA OVERLAY SHALL EXTEND TO NEAREST EDGE OFPAVEMENT, CURB/GUTTER, OR LANE MARKING. LIMITS SHALL INCLUDE FULL WIDTH OFALL LANES IMPACTED BY TRENCHING. SEE PLANS FOR APPROXIMATE GRIND AND HMAOVERLAY LIMITS.2.LONGITUDINAL LIMITS OF GRIND AND HMA OVERLAY SHALL EXTEND A MINIMUM OF 10'PAST THE END OF THE TRENCH OR WHERE THE TRENCH EXISTS THE PAVED AREA. SEEPLANS FOR APPROXIMATE GRIND AND HMA OVERLAY LIMITS.3.WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTINGUTILITY WITH TYPE R OR S BACKFILL COMPACTED TO 95% MODIFIED PROCTOR.4.BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPINGTRENCHING.5.APPROXIMATE HMA THICKNESS BY STREET:-LOGAN AVE N: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY)-N 6TH ST: 4" (6" TOTAL ASPHALT THICKNESS W/ OVERLAY)-BOEING GATE D-9: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY)-BURNETT AVE N: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY)-BOEING NORTH LOT: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY)1' MINEXISTING UTILITY CROSSINGSEE NOTE 3TRENCH SIDES AND BOTTOM.SEE NOTE 42" SAW CUT AT GRIND/OVERLAYEDGES. SEAL WITH AR-4000W(TYP, ALL SIDES OFGRIND/OVERLAY)2" GRIND AND HMA OVERLAY.SEE NOTES 1 AND 2.EDGE OF PAVEMENT,CURB/GUTTER, OR LANE MARKING(TYP. BOTH SIDES). SEE NOTES 1AND 2.4" - 5" HMA MATCHEXISTING PAVEMENTTHICKNESS. SEENOTE 5.SAWCUT AFTER BACKFILL(TYP, ALL SIDES OF TRENCH)EXISTING PAVEMENT (TYP)TYPE A, TYPE C, OR TYPE R BACKFILL.MATERIAL TO BE COMPACTED TOMINIMUM 95% MODIFIED PROCTOR.SEE NOTE 610" TYPE R BACKFILLCOMPACTED TO 95% MODIFIEDPROCTOR.DEPTH OF EXISTINGPAVEMENT6.BOEING PROPERTY: TRENCH BACKFILL BELOWROADWAY SECTION SHALL BE TYPE C (NATIVEMATERIAL). BACKFILL SHALL CONSIST OFREPLACEMENT OF MATERIAL REMOVED FORORIGINAL EXCAVATION.7.RESTORATION SHALL INCLUDE REPLACEMENTOF ROADWAY STRIPES AND LANE MARKERS.5"2.5"2.5"10"1'-0"6"2"1" R1.5" R1.5" R1"FLOWLINE OF CURB#3 DEFORMED BARS 8"LONG @ 24" 24" O.C.DEPTH OF THROUGHJOINT @ 10' O.C.BYPASS PIPINGTRENCH WIDTHEXISTING UTILITY CROSSINGSEE NOTE 3TRENCH SIDES AND BOTTOM.SEE NOTE 4APPROXIMATE 9" THICKCEMENT CONCRETEPAVEMENT. MATCH EXISTINGPAVEMENT THICKNESS.10" TYPE R BACKFILL COMPACTEDTO 95% MODIFIED PROCTOR.DEPTH OFEXISTINGPAVEMENTTYPE A, TYPE C, OR TYPE RBACKFILL. MATERIAL TO BECOMPACTED TO MINIMUM 95%MODIFIED PROCTOR.SEE NOTE 5MATCH EX.GRADESAWCUT STRAIGHTVERTICAL LINEALONG PANEL EDGE.SEE NOTE 1NOTES:1.COMPLETELY REPLACE ALL CEMENT CONCRETE PANELS THAT ARE IMPACTED BYTRENCHING. EACH PANEL TYP LANE WIDTH X 15'2.ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATION 5-01.3(4).-TRANSVERSE JOINTS: DOWEL BARS, 1 1/4" DIAM X 18" ON 12" CENTERS TYP.-LONGITUDINAL JOINTS: TIE BARS, #5 BARS, #5 BAR X 30" ON 36" CENTERS. TYP3.WHERE EXISTING UTILITIES CROSS TRENCH , BACKFILL 6" CLEAR AROUND EXISTINGUTILITY WITH TYPE R OR S BACKFILL COMPACTED TO MINIMUM 95% MODIFIEDPROCTOR.4.BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPINGTRENCHING.6.BOEING PROPERTY: TRENCH BACKFILL BELOW ROADWAY SECTION SHALL BE TYPE C(NATIVE MATERIAL). BACKFILL SHALL CONSIST OF REPLACEMENT OF MATERIALREMOVED FOR ORIGINAL EXCAVATION.7.RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANEMARKERS.JOINT REPLACEMENT(TYP ALL SIDES OF PANEL)SEE NOTE 2SAWCUT STRAIGHTVERTICAL LINEALONG PANEL EDGE.SEE NOTE 1BYPASS PIPINGTRENCH WIDTHEXISTING UTILITY CROSSINGSEE NOTE 3TRENCH SIDES AND BOTTOM.SEE NOTE 4APPROXIMATE 9" THICKSTAMPED CEMENT CONCRETEPAVEMENT. MATCH EXISTINGPAVEMENT THICKNESS. SEENOTE 5.6" TYPE R BACKFILL COMPACTED TOMINIMUM 95% MODIFIED PROCTOR.DEPTH OFEXISTINGPAVEMENTTYPE A, TYPE C, OR TYPE RBACKFILL. MATERIAL TO BECOMPACTED TO MINIMUM 95%MODIFIED PROCTOR.MATCH EX.GRADESAWCUT STRAIGHTVERTICAL LINEALONG PANEL EDGE.SEE NOTE 1NOTES:1.COMPLETELY REPLACE ALL CEMENT CONCRETE PANELS THAT ARE IMPACTED BY TRENCHING. PANELWIDTH IS TYPICALLY FULL LANE WIDTH. PANEL LENGTH IS TYPICALLY 15'. JOINTS TO BE LOCATED IN FIELDTO DETERMINE EXACT PANEL LIMITS.2.ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATIONS 5-01.3(4). TRANSVERSE ANDLONGITUDINAL BARS ARE TYP #5 STEEL REBAR 16" ON CENTER ALONG FULL LENGTH AND WIDTH OF PANEL.ALL REBAR TO BE ALIGNED PER DETAIL 4, DRAWING CT114.3.WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE ROR S BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR.4.BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING.5.STAMPED CONCRETE PATTERN AND COLOR BASED ON LOCATION:-INTERSECTION:RECTANGULAR RUNNING BOND PATTERN 5' X 5' GRID, FLAGSTONE 641.-CROSSWALK:2.5 X 2.5 SQUARE PATTERN, SANDSTONE 52376.JOINT BETWEEN STAMPED CEMENT CONCRETE AND CEMENT CONCRETE DOWEL BARS: 1 1/4" DIAM X 18" ONCENTER 8" FROM EXISTING DOWEL PER DETAIL 4, THIS DWG.7.RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERS.JOINT REPLACEMENT(TYP ALL SIDES OF PANEL)SEE NOTE 2SAWCUT STRAIGHTVERTICAL LINEALONG PANEL EDGE.SEE NOTE 1MATCH EXISTINGCROWN LOCATIONNOTES:1.ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATIONS 5-01.3(4).-CONNECTING JOINTS DOWEL BARS, 1 1/4" DIAM X 18" ON 12" CENTERS TYP.-TIE BARS: #5 STEEL REBAR 16" ON CENTER.2.TO ENSURE PROPER SPACING OF DOWEL BARS, TIE BARS SHALL BE PLACED IN LINEWITH EXISTING DOWEL BARS. NEW DOWEL BARS WILL BE PLACED 8" ON CENTERFROM EXISTING DOWEL BARS.8" (TYP)SEE NOTE 2EXISTING DOWEL CONNECTINGCEMENT CONCRETE PAVEMENTAND STAMPED CEMENT CONCRETEPAVEMENT.ADJUSTING ROADWAY PAVEMENTPER DETAIL 2, DRAWING CT114NEW DOWELS BAR (TYP).SEE NOTE 1NEW DOWELS BAR (TYP).SEE NOTE 1REPLACEMENT PANELB. ISAACB. HAWESE. WALIGORSKI/0CT11419BYPASS RESTORATION DETAILS10898A11CT114.dwg bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT114.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-07:01:42am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.G. GOULDSCALE:RESTORATION (HMA PAVEMENT)1/2"=1'-0"1CT108BYPASS PIPING TRENCHCT109CT112CT113SCALE:(CONCRETE PAVEMENT-ROADWAY)1/2"=1'-0"2CT102BYPASS PIPING TRENCH RESTORATIONCT108CT109SCALE:CONCRETE PAVEMENT1/2"=1'-0"3CT108INTERSECTION STAMPED CEMENTCT1094--SCALE:SCALE:PAVEMENT CONNECTING DETAIL3"=1'-0"5CT113INTERSECTION PAVEMENT AND ADJOININGROADWAY PAVEMENT CONNECTING DETAIL1/2"=1'-0" B. ISAACB. HAWESE. WALIGORSKI/0CT11520TESC - TEMPORARY EROSIONAND SEDIMENTATION CONTROL DETAILS10898A11CT115.dwg bhawes10898A11E. WALIGORSKINONEAS NOTEDEXTRA412345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\10898A11CT115.dwg | Layout: Layout1PLOTTED: Nov 09, 2018-07:03:00am By BHawesXREFS: 16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018®CAROLLO ENGINEERS, INC.1218 3RD STREET,SUITE 1600SEATTLE, WA 98101PH: 206-684-6532 FAX: 206-903-0419This document is released forthe purpose of informationexchange review and planningonly under the authority ofErik J. Waligorski, P.E.(Washington License No.38087) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.This document is released forthe purpose of informationexchange review and planningonly under the authority ofBrian A. Sliger, P.E.(Washington License No.55635) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes.G. GOULDNOTE:SEDIMENTATION TRAPSSHALL BE CLEANED ATREGULAR INTERVALS ANDSHALL REMAIN IN PLACEUNTIL CONSTRUCTION ISCOMPLETE.OVERFLOW (TO BYPASSPEAK STORM VOLUMES)PRE-MANUFACTUREDCATCH BASIN ORINLET INSERTNSERTS SHOULD BE INSPECTED DAILY AND AFTERSIGNIFICANT RAINFALL. CLEAN OR REPLACE INSERTSWHEN HALF OF THE TRAP IS FILLED WITH SEDIMENT.TO PREVENT SEDIMENT FROM ENTERING STORMDRAINAGE SYSTEMS PRIOR TO PERMANENTSTABILIZATION OF THE DISTURBED AREA.REASON:JOINTS IN FILTER FABRICSHALL BE SPLICED ATPOSTS, MIN 6" OVERLAP.USE MIN 1" STAPLES, WIRERINGS OR EQUIVALENT TOATTACH TO POSTS.6' MAX W/ GREATER THANSTANDARD STRENGTH FABRIC8' MAXIF WIRE BACKING USED2.00' MIN 3.00' MAX FILTER FABRICA.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLLCUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.B.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THECONTOURS WHERE FEASIBLE. WHEN JOINTS ARE NECESSARY,FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORTPOST, BOTH ENDS SECURELY FASTENED TO THE POST A MAXIMUMOF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND.C.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIREMESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THEUPSLOPE SIDE OF THE POSTS.D.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED ORWIRED TO THE FENCE. FILTER FABRIC SHALL NOT BE STAPLED TOEXISTING TREES.2"x2" 14 GA WIRE OR EQUIVALENT, IFSTANDARD STRENGTH FABRIC USEDMIN 12"x12" TRENCH.BACKFILL W/ NATIVESOIL OR 34" TO 1 12‘WASHED GRAVELFILTER FABRICWIRE MESH3.00' MIN 0.33'MIN FENCE POSTFILTER FABRIC FENCE NOTES:E.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POSTSPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BEELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED ORWIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OFTHE STANDARD NOTES APPLYING.F.FILTER FABRIC FENCES SHALL BE REMOVED WHENCONSTRUCTION ACTIVITY IS COMPLETE AND THE UPSLOPE AREAHAS BEEN PERMANENTLY STABILIZED.G.FILTER FENCES SHALL BE INSPECTED DAILY AND IMMEDIATELYAFTER EACH RAINFALL. DURING PROLONGED RAINFALL ANYREQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.KING COUNTY EROSION / SEDIMENTATION CONTROL NOTES:1.THE IMPLEMENTATION OF THESE EROSION & SEDIMENTATIONCONTROL PLANS AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT AND UPGRADING OF THESE EROSION &SEDIMENTATION CONTROL FACILITIES IS THE RESPONSIBILITY OFTHE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.2.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLANSHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TOCONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NODISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BEPERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THECONTRACTOR UNTIL DIRECTED BY THE ENGINEER TO BEREMOVED.3.THE EROSION & SEDIMENTATION CONTROL FACILITIES SHOWN ONTHIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALLCLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER ASTO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THEDRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.(KCC 9,04.020 AA, KCRS 7.09 D)4.THE EROSION & SEDIMENTATION CONTROL FACILITIES SHOWN ONTHIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATEDSITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESEEROSION & SEDIMENTATION CONTROL FACILITIES SHALL BEUPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHESAND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORMEVENTS (KCC 9.04.090 B2).5.THE EROSION & SEDIMENTATION CONTROL FACILITIES SHALL BEINSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED ASNECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING (KCC9.04.090 62 B2).6.ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAYEMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FORA PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITHTHE APPROVED EROSION & SEDIMENTATION CONTROL METHODS(E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS,ETC.)(KCRS 7.09D).7.ANY AREA NEEDING EROSION & SEDIMENTATION CONTROLMEASURE, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BEADDRESSED WITHIN FIFTEEN (15) DAYS.8.THE EROSION & SEDIMENTATION CONTROL FACILITIES ON INACTIVESITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCEA MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT.9.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BEALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCHBASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TOPAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENTLADEN WATER INTO THE DOWNSTREAM SYSTEM.10.DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUAREFEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12HOURS SHALL BE COVERED BY ONE THE FOLLOWING COVERMEASURES: MULCH, SODDING OR PLASTIC COVERING. COVERUNWORKED STOCKPILES PER DETAIL 3, THIS DWG.11.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS ATEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THENECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDEADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY ISTO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSIONSYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARYSETTLING BASIN. NO UNDERGROUND DETENTION TANKS ORVAULTS SHALL BE AS A TEMPORARY SETTLING BASIN.12.WHERE SEEDING FOR TEMPORARY EROSION CONTROL ISREQUIRED, FAST GERMINATING GROSSES SHALL BE APPLIED ATAN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIEDAT APPROXIMATELY 80 POUNDS PER ACRE)13.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL ISREQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OFTWO INCHES.STOCKPILE SHALL BE COVERED WITH VISQUEEN PLASTIC (MIN. 6 MIL) IFIT IS TO REMAIN UNWORKED FOR MORE THAN 12 HOURS DURING THEWET SEASON (OCT. 1 - APRIL 30) AND FOR MORE THAN 7 DAYS DURINGTHE DRY SEASON (MAY 1 - SEPT. 30).3:1 3:1DURING THE WET SEASON, MATERIAL REQUIRED TOCOVER STOCKPILE MUST BE STORED ON SITE.1.2.3.4.FILTER FABRIC FENCESTOCKPILE AREA SHALL HAVE FILTER FABRIC FENCE INSTALLEDAROUND ENTIRE AREA. AN OPENING ACCESS SHALL BE LOCATED ONTHE UPHILL SIDE, AND SHOULD BE CLOSED WITH FILTER FABRIC FENCEWHEN NOT IN USE.STOCKPILE SHALL NOT BE PLACED IN AN AREA WITH A SLOPE GREATERTHAN 20%.NOTES:SCALE:STORM DRAIN CATCH BASIN OR INLET INSERTNTS1CT111CT112SCALE:FILTER FABRIC FENCE (SILT FENCE)NTS2-SCALE:STOCKPILING DETAILNTS3- B. ISAACR. ROBERTSC. ROBERTS0S00121GENERAL STRUCTURALNOTESE. WALIGORSKINONEAS NOTEDDESIGN CRITERIAGENERAL INFORMATION1.DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRINGTHROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.2.VERIFY FINAL OPENING DIMENSIONS IN THE ESI PIPELINE WITH OTHER DISCIPLINE DRAWINGS PRIOR TOCONSTRUCTION OF THESE ELEMENTS.3.DO NOT CUT OR MODIFY PIPES OR OTHER STRUCTURES, UNLESS SPECIFICALLY DETAILED OR APPROVED INWRITING BY THE PROJECT REPRESENTATIVE.1.DESIGN CODE: 2015 WASHINGTON STATE BUILDING CODE (WSBC 2015) AS AMENDED BY THE CITY OF RENTON.2.REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.3.ALL LOADS SHOWN ARE ASCE 7-10 UNFACTORED LOADS UNLESS NOTED OTHERWISE. APPLY THE ASCE 7 ORIBC 2015 LOAD FACTORS (ASD OR LRFD) AS NECESSARY.4.DEAD LOADS:SELF WEIGHT5.LOADS ACTING ON EXCAVATION SUPPORT:ALL LOADS ACTING ON THE EXCAVATION SUPPORT SYSTEM ARE BASED ON THE RECOMMENDATIONSCONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ASPECT CONSULTING, DATEDSEPTEMBER 20, 2018.1.REINFORCING STEEL:TYPICAL:ASTM A615, GRADE 60WELDED:ASTM A706, GRADE 603.CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:ANY REINFORCING WHEN CAST AGAINST EARTH:3” CONCRETE EXPOSED TO EARTH, LIQUID, WASHDOWN, OR WEATHER:ALL REINFORCING:2 1/2"4.ALL HOOKED REBARS SHALL BE ACI STANDARD HOOKS5.ALL LAPPED REBAR LAP SPLICES SHALL BE ACI CLASS B TENSION LAP SPLICESCONCRETE REINFORCING1.28-DAY COMPRESSIVE (DESIGN) STRENGTHS:ALL CONCRETE SHALL BE:4000 PSI2.ROUGHEN AND CLEAN ALL EXISTING CONCRETE SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST ITPRIOR TO PLACING ADJACENT CONCRETE.3.COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTSAND INSERTS PRIOR TO PLACEMENT OF CONCRETE.4.SHOTCRETE HAVING THE SAME 28-DAY COMPRESSIVE STRENGTH MAY BE USED IN PLACE OF CAST-IN-PLACECONCRETE AT THE ESI PIPE OPENING CLOSURES.CAST IN PLACE CONCRETESTRUCTURAL STEEL AND METAL FABRICATIONS1.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:W-SHAPESA992MISCELLANEOUS SHAPES INCLUDINGANGLES, CHANNELS, PLATES, ETC.A36HOLLOW STRUCTURAL SECTIONS (HSS)A1085STEEL PIPEA53, GRADE B2.FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS EXCEPT WHERE SPECIFICALLYINDICATED OTHERWISE:STRUCTURAL STEEL BOLTS:F3125 GRADE A325CONCRETE SCREW ANCHORS (GALVANIZED)HILTI KWIK HUS, POWERS WEDGE-BOLT+, SIMPSON TITEN HD, OR APPROVED EQUAL4.NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THEPROJECT REPRESENTATIVE.1.WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS):D1.1, STRUCTURAL WELDING CODE STEELD1.4, STRUCTURAL WELDING CODE REINFORCING STEEL2.REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26.3.BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED OTHERWISE.WELDINGGROUTCHEMICALLY GROUTEDGRANULAR FILLEARTH OR FINISH GRADECONCRETE OR SHOTCRETESTEELSYMBOLDESCRIPTIONSTRUCTURAL MATERIAL SYMBOLS12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0001 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:06:52am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. B. ISAACR. ROBERTSC. ROBERTS0S00222SPECIAL INSPECTIONSAND STRUCTURAL OBSERVATIONE. WALIGORSKINONEAS NOTEDREQUIRED SPECIAL INSPECTIONSTYPEFREQUENCYREFERENCEDSTANDARDSIBC REFERENCECONTINUOUSPERIODICCONCRETE OR SHOTCRETE CONSTRUCTION1705.31. INSPECT REINFORCEMENT AND VERIFYPLACEMENTXACI 318 CH. 20, 25.2, 25.3,26.5.1-26.5.31908.42. INSPECT ANCHORS POST-INSTALLED INHARDENED CONCRETE MEMBERSA. ADHESIVE ANCHORS INSTALLED INHORIZONTALLY OR UPWARDLY INCLINEDORIENTATIONS TO RESIST SUSTAINEDTENSION LOADS.XACI 318: 17.8.2.B. MECHANICAL ANCHORS AND ADHESIVEANCHORS NOT DEFINED IN 4.A.X3. VERIFY USE OF REQUIRED DESIGN MIX.XACI 318: Ch. 19, 26.4.3, 26.4.41904.1, 1904.2, 1908.2, 1908.34. PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FOR STRENGTHTESTS, PERFORM SLUMP AND AIR CONTENTTESTS, AND DETERMINE THETEMPERATURE OF THE CONCRETE.XASTM C172ASTM C31ACI 318: 26.4.5, 26.121908.105. VERIFY MAINTENANCE OF SPECIFIEDCURINGXACI 318: 26.4.7-26.4.91908.96. INSPECT FORMWORK FOR SHAPE,LOCATION AND DIMENSIONS OF THECONCRETE MEMBER BEING FORMED.XACI 318: 26.10.1(B)-----------------------------------------------------------------------------------REQUIRED SPECIAL INSPECTIONSTYPEFREQUENCYREFERENCEDSTANDARDSIBC REFERENCECONTINUOUSPERIODICTESTS OF SOILSTABLE 1705.61. VERIFY EXCAVATIONS ARE EXTENDED TOPROPER DEPTH AND HAVE REACHEDPROPER MATERIALX2. PERFORM CLASSIFICATION AND TESTINGOF COMPACTED FILL MATERIALSX3. VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESSES DURINGPLACEMENT AND COMPACTION OFCOMPACTED FILL.X4. PRIOR TO PLACEMENT OF COMPACTEDFILL, INSPECT SUBGRADE AND VERIFY THATSITE HAS BEEN PREPARED PROPERLYX-----------------------------------------------------------------------------------1.THE ENGINEER OF RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STRUCTURALSYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, ATSIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION OF THE STRUCTURAL SYSTEM.2.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THEINSPECTIONS REQUIRED BY WSBC SECTIONS 1705 OR OTHER SECTIONS OF THE WASHINGTONSTATE BUILDING CODE.3.STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE PROJECT REPRESENTATIVEAND THE BUILDING OFFICIAL AT THE COMPLETION OF CONSTRUCTION.STRUCTURAL OBSERVATION12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0002 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:08:16am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. NOTES:1.NUT, WASHER AND METAL SLEEVE MATERIAL TO MATCH BOLT MATERIAL.2.ALL ANCHOR BOLTS, DRILLED-IN CONCRETE ANCHORS, THREADED-RODANCHORS SHALL BE TYPE 316 SST PER SPECIFICATION SECTION 05 05 23UNLESS OTHERWISE NOTED.3.SEE SPECIFICATION SECTION 05 05 23 FOR THE ACCEPTABLE USE FOREPOXIED THREADED-ROD ANCHORS AND DRILLED-IN CONCRETEANCHORS.THREADED-RODANCHOR, SIZE AS SHOWNOR AS REQ'D BY EQUIPMANUFACTURER.PROJECTION ASREQ'D BY EQUIPMANUFACTURERAS REQ'D BYEQUIPMANUFACTURER,8d MINEPOXY ADHESIVEd = BOLT DIADRILLED-IN CONCRETEANCHOR, SIZE AS SHOWNOR AS REQ'D BY EQUIPMANUFACTURER.PROJECTION AS REQ'D BY EQUIP MANUFACTURER AS REQ'D BYEQUIPMANUFACTURER,8d MIN d = BOLT DIATHREADED-ROD ANCHORDRILLED-IN CONCRETE ANCHORB. ISAACR. ROBERTSC. ROBERTS0S00323CONCRETE REINFORCEMENTAND ANCHORSE. WALIGORSKINONEAS NOTED8NOTES:1. NOTATION LD: TENSION DEVELOPMENT LENGTH, STRAIGHT BAR LDH: TENSION DEVELOPMENT LENGTH, HOOKED BAR LDC: COMPRESSION DEVELOPMENT LENGTH, STRAIGHT BAR LSB: CLASS B LAP TENSION LAP SPLICE2. TOP BARS ARE HORIZONTAL REINF WITH 12" OR MORE OF FRESH CONCRETE CAST BELOW THE BAR.3. OTHER BARS ARE ALL REINF BARS THAT ARE NOT TOP BARS.4. WHEN SPLICING BARS OF DIFFERENT SIZES, USE LAP LENGTH OF SMALLER BAR.5. WHEN SPLICING WALL DOWELS, SLAB DOWELS, COLUMN DOWELS, OR CORNER BARS, MATCH SIZE AND SPACING OF DOWELS WITHTHE REINF BARS WITH WHICH THEY SPLICE.6. TABLES ARE BASED ON A CONCRETE STRENGTH F'C = 4,000 PSI FOR OTHER CONCRETE STRENGTHS MULTIPLY VALUE SHOWN BY: 3000 PSI CONCRETE MULTIPLY BY: 1.1553500 PSI CONCRETE MULTIPLY BY:1.0694500 PSI CONCRETE MULTIPLY BY:0.9435000 PSI CONCRETEMULTIPLY BY:0.8947.EPOXIED DOWEL EMBEDMENT IS BASED ON A REBAR SPACING OF 6" ON CENTER AND A MINIMUM EDGE DISTANCE OF 6". OTHER CONDITIONS REQUIRE REVIEW AND APPROVAL BY THE PROJECT REPRESENTATIVE.REINF BAR TENSIONDEVELOPMENT AND CLASS BLAP SPLICE LENGTHSBARSIZEEPOXIEDDOWELEMBEDNORMAL WEIGHT CONCTOP BARSOTHER BARSLDLSBLDLSB#31'-0"1'-7"2'-1"1'-3"1'-7"#41'-3"2'-1"2'-9"1'-7"2'-1"#51'-6"2'-7"3'-5"2'-0"2'-7"#61'-10"3'-1"4'-1"2'-5"3'-1"#72'-8"4'-6"5'-11"3'-6"4'-6"#83'-0"5'-2"6'-9"4'-0"5'-2"#93'-6"5'-10"7'-7"4'-6"5'-10"#104'-0"6'-6"8'-5"5'-0"6'-6"#115'-0"7'-1"9'-3"5'-6"7'-1"HOOKED REINF BARDEVELOPMENTLENGTHSBARSIZENORMAL WEIGHT CONCLDH#30'-8"#40'-10"#51'-0"#61'-3"#71'-5"#81'-7"#91'-10"#102'-0"#112'-3"REINF BARCOMPRESSIVEDEVELOPMENTLENGTHSBARSIZENORMAL WEIGHTCONCLDC#30'-8"#40'-10"#51'-0"#61'-3"#71'-5"#81'-7"#91'-10"#102'-0"#112'-3"SCALE:CONCRETE ANCHOR DETAILSNTSDETAILVAR112345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0003 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:09:11am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. 61'-8" (MIN)17'-0" (MIN)W24x103 WALERS,TYP (4) SIDESPZ40 SHEETS ANDFC-90 OR MC-90CORNERS AS REQ'DEXISTING PILESUPPORTED PIPESADDLE BELOWEXPECTEDLOCATION OFESI2 PIPE JT9'-434"15'-0"12'-0"12'-0"13'-338"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCL ESI2STA SEE CIVILHSS 10.000 x 0.500STRUTS, TYP (4)11'-0" (+/-)EXIST. FENCECHEMICALLY GROUTED SOILS WITHIN SHEETPILES OMITTED FOR DRAWING CLARITYSTOP SHEETS 6" ABOVE CROWN OFPIPE, TYP EACH END WALLCHEMICAL GROUT FULLWIDTH OF EXCAVATIONSURFACEEL 124.5 (APROX) GROUTED SOIL BOT OF CHEM.EL 104.0TIP OF SHEETEL 84.5 OR BELOW10'-0" BEYOND SHEETPILE. CHEMICAL GROUTFULL WIDTH OFEXCAVATION10'-0" BEYOND SHEETPILE. CHEMICAL GROUTFULL WIDTH OFEXCAVATIONGROUNDWATER EL 115.5 (APROX)CHEMICALLY GROUTEDSOILSB. ISAACR. ROBERTSC. ROBERTS0S10124EXCAVATION SUPPORTPLANE. WALIGORSKINONEAS NOTEDSCALE: 1/4"=1'-0"EXCAVATION SUPPORT PLAN1S1032S1034S1033S1035S103AS102BS102NOTES1.COMPLETE SHEET PILE INSTALLATIONPRIOR TO BEGINNING CHEMICAL GROUTING.2.COMPLETE CHEMICAL GROUTING PRIOR TOBEGINNING EXCAVATION.3.DO NOT EXCEED 3' OF EXCAVATION PRIORTO INSTALLING ALL WALERS AND STRUTS.4.BACKFILL AND COMPACT TO THEUNDERSIDE OF THE WALERS PRIOR TOREMOVING WALERS AND STRUTS.5.AFTER WALERS AND STRUTS AREREMOVED. CUT OFF AND REMOVE ALLSHEET PILES WITHIN TWO FEET OF THEFINISHED GRADE.6.COMPLETE BACKFILL AND COMPACTIONAFTER UPPER PORTION OF SHEET PILESHAVE BEEN REMOVED. THE REMAINDER OFTHE SHEET PILES SHALL BE LEFT IN PLACE.A ---SCALE:EXCAVATION SUPPORT1/8"=1'-0"SECTION---A12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0101 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:10:21am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. CHEMICAL PRESSUREGROUT PERSPECIFICATION SECTION31 32 23 FULL LENGTH OFEXCAVATION + 10'-0"BEYOND OUTSIDE OFSHEET PILES EACH ENDTO THE LIMITS SHOWN.CHEMICAL GROUT FULLWIDTH OF EXCAVATIONCL ESI211'-0" (+/-)EXIST. FENCETO REMAIN.EXTEND SHEETPILESABOVE TOP OF EXIST.FENCE AS REQ'D TOINSTALL SHEETPILES, TYP.EXIST. FENCETO REMAIN.SURFACEEL 124.5 (+/-)GROUTED SOILTOP OF CHEM. EL 115.0 GROUNDWATEREL 115.5 (+/-) GROUTED SOIL BOT OF CHEM.EL 104.0TIP OF SHEETEL 84.5 OR BELOWINVERT EL 106.8 (+/-)EXISTING PILESUPPORTED PIPESADDLESNOTE: TEMPORARY BULKHEAD OMITTEDFOR CLARITY. SEE DWG S203 FORBULKHEAD DETAILS.CHEMICAL PRESSUREGROUT PERSPECIFICATION SECTION31 32 23 FULL LENGTHOF EXCAVATION + 10'-0"BEYOND OUTSIDE OFSHEET PILES EACH ENDTO THE LIMITS SHOWN.CHEMICAL GROUT FULLWIDTH OF EXCAVATIONCL ESI211'-0" (+/-)EXIST. FENCETO REMAIN.EXTEND SHEETPILESABOVE TOP OF EXIST.FENCE AS REQ'D TOINSTALL SHEETPILES, TYP.SURFACEEL 124.5 (+/-)GROUTED SOILTOP OF CHEM. EL 115.0 GROUTED SOIL BOT OF CHEM.EL 104.0TIP OF SHEETEL 84.5 OR BELOWINVERT EL 106.8 (+/-) GROUNDWATEREL 115.5 (+/-)EXISTING PILESUPPORTED PIPESADDLESB. ISAACR. ROBERTSC. ROBERTSS1025EXCAVATION SUPPORTSECTIONSE. WALIGORSKINONEAS NOTEDSCALE:EXCAVATION SUPPORT1/4"=1'-0"SECTIONS101ASCALE:EXCAVATION SUPPORT1/4"=1'-0"SECTIONS101B6S1036S10312345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0102 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:11:35am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. W24x103, TYP (4) SIDESOF EXCAVATIONPL 34" x 6" x1'-6", TYPTYP.045°1/2 (3/8)TYP 3 SIDES.1/2TYP ALL SHIMS3/16PROVIDE STEEL SHIM, TIGHTFIT, FULL CONTACT FACEBETWEEN WALER AND SHEETPILE. TYP ALL SHEET PILES.PZ40, TYPW24x103W24x103HSS 10.000x0.500, CUT TOFIT TIGHT BETWEENWALERS, TYPTYP.3/8WT8x22.5 x 2'-2",WALER SUPPORTS @10'-0" O.C. MAX, TYPTYP WT8TO PZ401/4TYP WALER TO WT81/4W24x103 LONG SIDESONLY. DO NOT SPLICEEND WALL WALERSPL 3/4" x 6" x1'-6", TYPTYP.3/8W24x103STEEL SHIM, TIGHT FIT, TYPALL SHEET PILES.PZ40, TYPWT8x22.5 x 2'-2",WALER SUPPORTS @10'-0" O.C. MAX, TYPTYP WT8TO PZ401/4TYP WALER TO WT81/4B. ISAACR. ROBERTSC. ROBERTS0S10326EXCAVATION SUPPORTDETAILSE. WALIGORSKINONEAS NOTED8SCALE:WALER/WALER CONNECTION3/4"=1'-0"DETAILS1011SCALE:WALER/SHEET PILE SHIM3/4"=1'-0"DETAILS1012SCALE:WALER/STRUT CONNECTION3/4"=1'-0"DETAILS1013SCALE:WALER SUPPORT3/4"=1'-0"DETAILS1014SCALE:WALER SPLICE CONNECTION 3/4"=1'-0"DETAILS1015SCALE:WALER SUPPORT3/4"=1'-0"DETAILS102612345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0103 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:12:40am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. CL ESI2SAWCUT THRU PIPE CROWN. DRILL CORNERSTO PREVENT OVERCUT (7) OPENINGS. LABELAND SALVAGE CUTOUT PORTION OF PIPE FORREUSE TO CLOSE THE OPENINGS. PROTECTLINER ON INNER SURFACE.CL PIPE JOINTS@ 12'-0" O.C.TENSION TIEANCHORED SADDLETENSION TIEANCHORED SADDLETEMPORARY BULKHEADOMITTED FOR DWG CLARITY.SEE DWG S203 FOR DETAILS OFTEMPORARY BULKHEAD.CHIP BACK CHEM. GROUTED SOIL ASNECESSARY TO SAWCUT TYP.CAST-IN-PLACE CONCRETE ORSHOTCRETE CLOSURE.CL ESI2RE-INSTALL CONCRETE PIPE CROWNCUTOUTS IN OPENINGS THEY WERECUT FROM. TYP. 7 OPENINGS1'-8"TYP1'-8" EACHENDCHIP BACK CHEM. GROUTED SOIL ASNECESSARY PREPARE SURFACE ANDPLACE CONCRETE. TYP.B. ISAACR. ROBERTSC. ROBERTS0S20127ESI PIPE PLAN VIEWACCESS OPENINGSE. WALIGORSKINONEAS NOTED8SCALE: 1/4"=1'-0"PIPE OPENINGS PLANSCALE: 1/4"=1'-0"PIPE OPENINGS CLOSURE PLAN2S2024S202SCALE: 1/4"=1'-0"PIPE OPENINGS PLANSCALE: 1/4"=1'-0"PIPE OPENINGS CLOSURE PLANAS202CS202BS202DS2021S2023S20220" x 36" (6 REQ'D)6'-0"6'-0"3'-0"6'-0"TYP6'-0"TYP2'-9"TYP2'-9"TYPAS20320" x 60" (1 REQ'D)12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0201 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:13:45am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. 3'-0" CLEAR+/- 3'-6 3/4"90°, TYP4" x 9" CONCRETEENCASEMENT @TENSION TIE ANCHORS.DO NOT DAMAGE.SAWCUT THRU PIPE CROWNTHICKNESS. PROVIDE HOLES ATCORNERS TO PREVENT OVERCUTS,TYP ALL CORNERS. SALVAGECROWN COUPON FORREINSTALLATION.EXIST LINER, TYP.+/- 5'-11 3/4"5'-0" CLEARSAWCUT THRU PIPE CROWNTHICKNESS. PROVIDE HOLES ATCORNERS TO PREVENT OVERCUTS,TYP ALL CORNERS. SALVAGECROWN COUPON FORREINSTALLATION.4" x 9" CONCRETEENCASEMENT @TENSION TIE ANCHORS.DO NOT DAMAGE90°, TYPNOTE: TEMPORARY BULKHEADOMITTED FOR CLARITY. SEE DWGS203 FOR BULKHEAD DETAILS.EXIST LINER, TYP.1'-8" TYP#5 @ 6" O.C. LONGITUDINAL INTERRUPTAT 4"x6 CONCRETE ENCASEMENT @TENSION TIES1'-0"#5 CIRCUMFERENTIAL REINF@ 6" O.C.W/ 1 1/2" COVERCAST-IN-PLACE CONCRETE ORSHOTCRETE4" CHAMFERCORNERS ALLAROUND, TYP.ROUGHEN ALLCONTACT SURFACESTO 1/4" AMPLITUDEAND COAT WITH LATEXBONDING AGENT, TYP.#5 @ 6" O.C. LONGITUDINALCONT. FULL LENGTH OFCONCRETE CLOSURE.REINSTALL ORIGINAL CROWN COUPON. ROUGHEN ALLSURFACES AND EPOXY GROUT AROUND ALL EDGES. COATCUT EDGES OF EXISTING LINER WITH EPOXY PRIOR TOREINSTALLING. TYP.#5 HOOKED BAR @ 12" O.C. EW (4 ROWS OF9 BARS EACH ROW MIN)DRILL & EPOXYANCHOR WITH 6"EMBEDMENT, TYPALL HOOKED BARSEXIST LINER, TYP.#5 CIRCUMFERENTIAL REINF @ 6" O.C.W/ 1 1/2" COVER1'-8" TYP4" CHAMFER CORNERSALL AROUND, TYP.CAST-IN-PLACE CONCRETEOR SHOTCRETE#5 @ 6" O.C. LONGITUDINAL CONT. FULLLENGTH OF CONCRETE CLOSURE.1'-0"#5 @ 6" O.C. LONGITUDINAL INTERRUPTAT 4"x6 CONCRETE ENCASEMENT @TENSION TIESREINSTALL ORIGINAL CROWN COUPON. ROUGHENALL SURFACES AND EPOXY GROUT AROUND ALLEDGES. COAT CUT EDGES OF EXISTING LINER WITHEPOXY PRIOR TO REINSTALLING. TYP.ROUGHEN ALL CONTACTSURFACES TO 1/4" AMPLITUDEAND COAT WITH LATEX BONDINGAGENT. TYP.#5 HOOKED BAR @ 12" O.C. EW (4 ROWS OF7 BARS EACH ROW, TYP (6) OPENINGS)DRILL & EPOXYANCHOR WITH 6"EMBEDMENT, TYPALL HOOKED BARSEXIST LINER, TYP.1'-8"REMOVE PIPE CROWN COUPON ANDSALVAGE FOR REINSTALLATION3'-0"#5 HOOKED DOWELS.EPOXY ANCHOREDCONCRETE OR SHOTCRETECLOSURE OVER REINSTALLEDCROWN COUPON. CHIP BACK ANDREMOVE CHEM. GROUTED SOIL ASREQ'D.#5 HOOKED DOWELS.EPOXY ANCHOREDCONCRETE OR SHOTCRETECLOSURE OVER REINSTALLEDCROWN COUPON1'-8"TYP5'-0" CLEAR 1'-8"REMOVE PIPE CROWN COUPONAND SALVAGE FOR REINSTALLATIONNOTE: TEMPORARY BULKHEADOMITTED FOR CLARITY. SEE DWGS203 FOR BULKHEAD DETAILS.B. ISAACR. ROBERTSC. ROBERTS0S20228ESI PIPE SECTIONSACCESS OPENINGSE. WALIGORSKINONEAS NOTEDSCALE:ESI 20x36 OPENING1/2"=1'-0"SECTIONS201CSCALE:ESI 20x60 OPENING1/2"=1'-0"SECTIONS201ASCALE:ESI 20x36 OPENING REPAIR1/2"=1'-0"SECTIONS201DSCALE:ESI 20x60 OPENING REPAIR1/2"=1'-0"SECTIONS201BSCALE:ESI 20x36 OPENING3/4"=1'-0"DETAILS2013SCALE:ESI 20x36 OPENING REPAIR3/4"=1'-0"DETAILS2014SCALE:ESI 20x60 OPENING3/4"=1'-0"DETAILS2011SCALE:ESI 20x60 OPENING REPAIR3/4"=1'-0"DETAILS201212345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0202 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:14:57am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. PL 5/8" x 1'-0" SQ BENT TO RADIUS OF ESIPIPE INTERIOR DIAL3x3x38, TYP5'-0" CLEAR OPENING @ CROWNW6x25. TYPEACH SIDE4'-10" SLIDE PLATESSEE DETAIL 3/---39.0°39.0°3/4" THICK PLATETYP EACH SIDEEQ EQ 12" M A X @ CO N C , T Y P EXIST. LINABOND LINER ONINSIDE SURFACE. REPAIR ALLHOLES AND DAMAGE AFTERWORK IS COMPLETE ANDBULKHEAD IS REMOVED.EXIST. LINER INSIDESURFACE OF ESI PIPER 4'-0"W6x25 w/ FLANGE COPED@ L6x6 CONNECTIONCUT FROML6x6x1/2 x 1'-7 1/2"5/1665/1661'-8"W6x253/4" DIA x 6" MIN EMBEDMENTCONCRETE SCREW ANCHOR(2) REQ'D EACH CONNECTION. REMOVEANCHOR WHEN BULKHEAD IS REMOVED ATTHE END OF THE WORK AND FILL THE HOLEW/ EPOXY GROUT. TYPCUT FROM L6x6x1/2x1'-7 1/2" LONG1 1/2" THICK REMOVABLESLIDE GATE PLATESEXPOSED SURFACE OFCONCRETE @ CUTOUTEDGE OF SLOT IN CROWNEDGE OF SLOT IN CROWN4 x 3 3/4 x 8 UHMWPE BLOCKS. SEESLIDE GATE DETAIL3 3/4"PL 5/8 x 1'-0" SQ BENT TO RADIUS OF ESIPIPE INTERIOR DIAW6x25INSIDE SURFACEOF ESI PIPE INVERTNOTE: SLIDE GATE PLATEAND SIDE PLATE DETAILSOMITTED FOR CLARITY.5/8" DIA x 6" MIN EMBEDMENTCONCRETE SCREW ANCHOR. (4) REQ'DEACH W6x25. LOCATE AT 9" O.C EW.REMOVE ANCHOR WHEN BULKHEAD ISREMOVED AT THE END OF THE WORK ANDFILL THE HOLE W/ EPOXY GROUT. TYPTYP.3/16W6x25, TYP3/4" PL CUT TOFIT, TYP EA SIDE5/8" DIA A325 INOVERSIZE HOLESPROVIDE WASHERSBOTH SIDES, TYP1 1/2" THICK REMOVABLESLIDE GATE PLATES3/4" DIA x 6" MIN EMBEDMENTCONCRETE SCREW ANCHOR.REMOVE ANCHOR WHENBULKHEAD IS REMOVED AT THEEND OF THE WORK AND FILL THEHOLE W/ EPOXY GROUT, TYP.SEE DETAIL 2 ON THIS SHEETFOR LINER REPAIRS AFTERREMOVAL.L3x3x3/8, TYPSEAL AROUNDPLATES, TYPESI PIPE WALL,TYP EACH SIDE4 x 3 3/4 x8 UHMWPEBLOCK#10x4" FLAT HEAD SSTSCREW (3), TYP EACHUHMWPE BLOCKEXIST. LINABOND LINER. REPAIRALL HOLES AND DAMAGE ATEND OF WORK AFTERBULKHEAD IS REMOVED.4'-10" SLIDEPLATER4'-0" 10'-0"NOTCH EACH SIDE AS REQ'D TOCLEAR W6x25 BASE PLATES1 1/2" THICK REMOVABLESLIDE PLATE4" DIA OR AS REQ'DFOR LIFTINGHARDWARE, LIFTINGHOLE4'-6"L3x3x3/8"x 4'-10"1'-5"1'-11"6"2'-4"4 x 3 3/4 x 8 UHMWPEBLOCK (8) REQ'D2'-10"LIFTING LUGS8"PROVIDE A 2-LEG GALVANIZEDSTEEL CHAIN SLING W/ 12' LONGLEGS AND A CENTRAL LIFTINGRING ATTACHED TO THE LOWERSLIDE PLATE LIFTING LUGS. ALLRIGGING AND ATTACHMENTHARDWARE SHALL HAVE AMINIMUM SAFE WORKING LOAD OF10,000 LBS. EXTEND CHAIN SLINGTO SURFACE AND SECURE FOREMERGENCY REMOVAL OF THELOWER SLIDE PLATE1 1/2" THICK REMOVABLESLIDE GATE UPPER PLL3x3x3/8" x 4'-10". SPACE3/8" CLEAR BETWEENTYP BOTH L3x3'S1/81/8JOINT BETWEEN UPPERAND LOWER PLATES4 x 3 3/4 x 8 UHMWPEBLOCK W/ (3) #10 x 4" SST FLATHEADSCREWS, 1" CHAMFER, TOP & BOT OFUHMWPE BLOCK, TYPPROVIDE PL 1" x 8" x 1'-0", LIFTINGLUGS ON LOWER SLIDE GATE PLATE.(2) REQ'D. ATTACH CHAIN SLING TOLIFTING LUGS.2" DIA OR AS REQ'DFOR LIFTINGHARDWARE.3"1 1/4" W x 1/2" HIGH RUBBER BULB SEAL W/(2) HOLLOW BULBS. ADHERE TO UPPERSLIDE GATE ASSEMBLY1 1/2" THICK REMOVABLESLIDE GATE LOWER PLTYP. EACH LUG5/165/163 3/4"REMOVE ALL SCREW ANCHORS AND FILLHOLES AND OTHER DAMAGE TO EXIST LINERW/ EPOXY GROUT FLUSH WITH SURFACE OFEXISTING LINERPATCH HOLE OR DAMAGED LINER W/LINABOND PER SECTION 09 97 50 OFTHE SPECIFICATIONS. PROVIDE MIN. 4"OVERLAP WITH ADJACENT, EXISTINGLINER PER DETAIL 4 DWG C107EXIST. LINABOND LINERRUBBERBULB SEALB. ISAACR. ROBERTSC. ROBERTS0S20329ESI PIPETEMPORARY BULKHEADE. WALIGORSKINONEAS NOTEDSCALE:TEMPORARY SLIDE GATE3/4"=1'-0"SECTIONS201ASCALE:UPPER ATTACHMENT3/4"=1'-0"DETAIL---1SCALE:UPPER ATTACHMENT3/4"=1'-0"SECTION---BSCALE:LOWER ATTACHMENT1 1/2"=1'-0"SECTION---CSCALE:SIDE ATTACHMENT3/4"=1'-0"SECTION---DSCALE:SLIDE GATE3/4"=1'-0"DETAIL---3SCALE:SLIDE GATE3/4"=1'-0"SECTION---ESCALE:LINER REPAIR3/4"=1'-0"DETAIL---21---B - - -D ---C ---E ---12345DESIGNED/DRAWN:PROJECT ENGINEER:PROJECT ACCEPTANCE:DESIGN APPROVAL:CONTRACT NO:DRAWING NO:PROJECT FILE NO:SCALE:FACILITY NUMBER:DEPARTMENT OF NATURAL RESOURCES & PARKSWASTEWATER TREATMENT DIVISIONDATE:SHT NO / TOTALREVNO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border 12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\S0203 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Nov 09, 2018-07:16:07am By BHawesXREFS: 16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IINOVEMBER 201816-112363039M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.NOVEMBER 2018Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on November 8, 2018.It is not to be used for bidding,permit or constructionpurposes. ELECTRICAL SYMBOLS AND ABBREVIATIONS E101 X R. HENSEL R. HENSEL B. ISAAC NONE 0 J. THOMAS 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0C:\pw_working\projectwise\loreli.floresca2\d0847618\16-1123630_E101.dwg | Layout: 16-1123630_E100PLOTTED: Nov 06, 2018-08:13:42pm By lojozXREFS: 16-1123630xTB.dwgIMAGES: TRIUNITY_name only_2 color.jpg;EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II NOVEMBER 2018 16-1123630 XXM. DARBY C01307C18NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 OVERLOAD RELAY HEATER MAGNETIC STARTER WITH NEMA SIZE INDICATED 100/M 400 100 1 1 225 5 MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME OR IDENTIFYING SYMBOL AS SHOWN. CONDUIT DOWN CONDUIT UP CONDUIT, STUBBED AND CAPPED AS SHOWN OR OR G G ABOVE GRADE CONDUIT AND CONDUCTORS G 30 10HP J OR TC TDR OR TDR TO REMOTE DEVICE, WITH TERMINAL POINTS SHOWN INDICATING LIGHT - LETTER INDICATES COLOR A - AMBER C - CLEAR B - BLUE G - GREEN R - RED W - WHITE INDICATING LIGHT - NEON GROUND SWITCH, SINGLE POLE, DOUBLE THROW (SPDT) 120/240V 15 KVA 1 PH O = OPEN CONTACT TRANSFORMER, SECONDARY VOLTAGES, PHASE TRANSFORMER, SECONDARY VOLTAGES, PHASE AND RATING INDICATED AS APPLICABLE SWITCH, SINGLE POLE, SINGLE THROW (SPST) H O A XOO OOX XOX SELECTOR SWITCH X = CLOSED CONTACT AND RATING INDICATED AS APPLICABLE. PUSH-BUTTON SWITCH, MOMENTARY CONTACT, NORMALLY CLOSED PUSH-BUTTON SWITCH, MOMENTARY CONTACT, NORMALLY OPEN CIRCUIT BREAKER, MAGNETIC TRIP ONLY, FRAME SIZE SHOWN, 3 POLE UNLESS INDICATED OTHERWISE. SWITCH - CURRENT RATING INDICATED, 3 POLE UNLESS INDICATED OTHERWISE. INSTRUMENTATION AND CONTROL DEVICE. BRANCH CIRCUIT PANELBOARD CONTACT - NORMALLY CLOSED CONTACT - NORMALLY OPEN CONTACTOR - NORMALLY OPEN WITH NEMA SIZE INDICATED AS APPLICABLE 120V CONNECTION POINT TO EQUIPMENT SPECIFIED. FURNISHED AND INSTALLED UNDER OTHER DIVISIONS OR CONTRACTS. RACEWAY, CONDUCTOR AND CONNECTION IN THIS DIVISION. LOW VOLTAGE CONDUIT AND/OR CABLE DESIGNATION, SEE SCHEDULE W=P POWER W=T TELEPHONE YYY=000.999 W=S SIGNAL W=F FIRE Z=A THROUGH Z (OPTIONAL) W=C CONTROL XX= AREACODE PUSH TO TEST INDICATING LIGHT. LETTER INDICATES COLOR.A W=PC POWER AND CONTROL CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN, 3 POLE UNLESS INDICATED OTHERWISE /2P=2 POLE. VSD00XX000 VARIABLE SPEED DRIVE GENERAL ELECTRICAL NOTES: 1.PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, LOCAL CODES, ORDINANCES. 2.PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 3.VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. 4.CONDUITS PASSING THRU BUILDING CONSTRUCTION EXPANSION JOINTS SHALL HAVE APPROVED EXPANSION FITTINGS, PROPERLY BONDED. 5.COORDINATE CONNECTIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL AND CONTROLS CONTRACTORS PRIOR TO ROUGH-IN. 6.GROUND ALL ELECTRICAL DEVICES, MOTORS, METAL FRAMING, ETC., IN ACCORDANCE WITH NEC ARTICLE 250. PROVIDE A SEPARATE GREEN EQUIPMENT GROUNDING CONDUCTOR IN EACH RACEWAY. [WXXYYZ] LEGEND: 704-MCC01 MOTOR, SQUIRREL CAGE INDUCTION, HORSEPOWER INDICATED CONCEALED OR UNDERGROUND CONDUIT AND CONDUCTORS NOTE: ALL UNMARKED HOME RUNS CONSIST OF TWO #12AWG CU CONDUCTORS IN CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE NUMBER OF CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATES GREEN GROUND WIRE. MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR EXPOSED CONDUIT AND 1" FOR CONCEALED OR UNDERGROUND CONDUIT. CROSSHATCHES WITH BAR INDICATE #10AWG CU CONDUCTORS. MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR EXPOSED CONDUIT AND 1" FOR CONCEALED OR UNDERGROUND CONDUIT. HH GENERAL CONTROL OR WIRING DEVICE. LETTER SYMBOLS OR ABBREVIATIONS INDICATE TYPE OF DEVICE RECEPTACLE, SPECIAL PURPOSE - HP RATED HP AS INDICATED NONFUSED DISCONNECT SWITCH, SIZE INDICATED, 3 POLE UNLESS INDICATED OTHERWISE. FUSE - RATING INDICATED M TIME DELAY RELAY CONTACT (TIME ACTION INDICATED) COIL, LETTER SYMBOL OR ABBREVIATIONS INDICATE TYPE OF DEVICE A POWER METER GENERATOR KWH ABBREVIATIONS: ATS AUTOMATIC TRANSFER SWITCH CU COPPER G GROUND OIT OPERATOR INTERFACE TERMINAL PLC PROGRAMMABLE LOGIC CONTROLLER PMD POWER MONITORING DEVICE PSE PUGET SOUND ENERGY SE SERVICE ENTRANCE SSS SOLID SOFT STARTER TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY VFD VARIABLE FREQUENCY DRIVE PNL X H = HAND A = AUTO GROUND BUS NEUTRAL BUS SURGE ARRESTOR G N SA 3-PHASE POWER MONITORING DEVICE, INCLUDING CURRENT TRANSFORMERS PMD ELECTRICAL SITE PLAN E102 X R. HENSEL R. HENSEL B. ISAAC 1" = 20' 0 J. THOMAS 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0C:\pw_working\projectwise\loreli.floresca2\d0847618\16-1123630_E102.dwg | Layout: 16-1123630_E102PLOTTED: Nov 07, 2018-07:17:32am By lojozXREFS: 16-1123630xTB.dwg; 16-1114383xSV 04-24-18-l2013.dwg; 16040-CL-RW-PL.dwgIMAGES: TRIUNITY_name only_2 color.jpg;EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II NOVEMBER 2018 16-1123630 XXM. DARBY C01307C18NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 PROPOSED ATS AND SWITCHBOARD EXISTING PSE POLE 318563/166205 PROPOSED MOBILE GENERATOR PROPOSED PSE SERVICE TRANSFORMER APPROXIMATE VFD AND PUMP INSTALLATION AREA APPROXIMATE JOB TRAILER LOCATIONS PANELBOARD PB2 TRANSFORMER AND PANELBOARD PB1 TYPICAL CABLES TO VFDs [P09] [P04] [P08] [P02] [P01] PROPOSED PSE METERING SECTION LOCATION PANELBOARD PB3 [P10] GENERAL NOTES: 1.SAWCUT EXISTING PAVEMENT FOR UNDERGROUND RACEWAY AND PAVE OVER TEMPORARILY. REMOVE UNDERGROUND RACEWAY AFTER STATION IS DECOMMISSIONED AND REPLACE PERMANENT PAVEMENT. KEY NOTES: PROVIDE EXCAVATION FOR A TRANSFORMER VAULT IF A VAULT IS REQUIRED BY PSE. COORDINATE SERVICE PRIMARY TRENCHING REQUIREMENTS WITH PSE. PROVIDE GUARD POSTS AROUND SERVICE TRANSFORMER PER PSE REQUIREMENTS. 1 2 3 SERVICE PRIMARY 2 1 3 ELECTRICAL ONE LINE DRAWING E103 X R. HENSEL R. HENSEL B. ISAAC NONE 0 J. THOMAS 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0C:\pw_working\projectwise\loreli.floresca2\d0847618\16-1123630_E103.dwg | Layout: 16-1123630_E101PLOTTED: Nov 06, 2018-08:14:54pm By lojozXREFS: 16-1123630xTB.dwgIMAGES: TRIUNITY_name only_2 color.jpg;EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II NOVEMBER 2018 16-1123630 XXM. DARBY C01307C18NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 225/3 2000A, 480Y/277V, 3PH, 3W SWITCHBOARD 225/3 225/3 225/3 225/3 225/3 225/3 60/3 60/3 100/2 BYPASS PUMP #4 BYPASS PUMP #5 BYPASS PUMP #6 BYPASS PUMP #7 ODOR FAN #1 ODOR FAN #2 50KVA 480V-240/120V N G PSE UTILITY TRANSFORMER TO OVERHEAD 12.47KV DISTRIBUTION SA 2000A EUSERC METERING SECTION AND SERVICE MAIN, 480/277V, STANDBY GENERATOR 480/277V, 1500KW 1875 KVA PSE METER 125 125 125 125 125 125 125 20 20 VFD VFD VFD VFD VFD VFD VFD SSS SSS 225/3 225/3 225/3 BYPASS PUMP #1 BYPASS PUMP #2 BYPASS PUMP #3 125 125 125 VFD VFD VFD BYPASS PUMP #8 BYPASS PUMP #9 BYPASS PUMP #10 GENERAL NOTES: 1.ASSUME HIGHER LOAD CONFIGURATION FOR ELECTRICAL SERVICE, GENERATOR, AND SWITCHGEAR CAPACITY SIZING. PUMP CONFIGURATIONS AND SIZES ARE FOR GUIDANCE ONLY. CONTRACTOR SHALL DETERMINE THE PUMPING CONFIGURATION WITH THE CONSTRAINTS THAT NO PUMP EXCEEDS 200 RATED HP AND TOTAL OPERATING LOAD DOES NOT EXCEED THE MAXIMUM LOAD INDICATED IN THESE CALCULATIONS UNLESS APPROVED BY THE COUNTY. 2.SIMULTANEOUS PUMP START SHALL BE PREVENTED EITHER BY STARTING EACH PUMP MANUALLY OR ENSURING A CENTRAL CONTROLLER STAGES PUMPS ONE AT A TIME. 3.CONFIRM AVAILABLE SHORT CIRCUIT CURRENT AT UTILITY TRANSFORMER SECONDARY WITH PSE AND ENSURE EQUIPMENT HAS ADEQUATE INTERRUPTING CAPACITY. [P01] [P02] [P03] [P05] [P11][P12][P13][P14][P15][P16][P17][P18][P19][P20][P21][P22][P06] [P31][P32][P33][P34][P35][P36][P37][P38][P39][P40][P23][P24] [P07] PANEL PB1 2000A, 480Y/277V, 3PH, 3W SWITCHBOARD, NOTE 3 100/2 BYPASS PUMP #4 BYPASS PUMP #5 BYPASS PUMP #6 BYPASS PUMP #7 50KVA 480V-240/120V VFD VFD VFD VFD 350/3 BYPASS PUMP #1 BYPASS PUMP #2 BYPASS PUMP #3 200 VFD VFD VFD [P41][P42][P43][P44][P45][P46][P47][P06] [P51][P52][P53][P54][P55][P56][P57] 200 200 200 200 200 200 350/3 350/3 350/3 350/3 350/3 350/3 60/3 60/3 ODOR FAN #1 ODOR FAN #2 20 20 SSS SSS [P21][P22] [P23][P24] MORE PUMPS ALTERNATIVE HIGHER LOAD ALTERNATIVE PANEL PB2 [P08] [P05] CONTRACTOR TRAILER FROM SERVICE EQUIPMENT - SEE ABOVE [P10] PANEL PB3 KING COUNTY TRAILER [P07] PANEL PB1 PANEL PB2 [P08] CONTRACTOR TRAILER [P10] PANEL PB3 KING COUNTY TRAILER 2000/3 N 2000A ATS, 480/277V, 3-POLE N G 3PH, 4W, 480/277V SERVICE SERVICE EQUIPMENT GENERATOR BREAKER AUTOMATIC TRANSFER SWITCH Ø Ø Ø 480V LOAD N G 3PH, 4W, 480/277V GENERATOR GENERATOR AND TRANSFER SWITCH CONNECTION DIAGRAM KWH KEY NOTES: ENSURE GENERATOR NEUTRAL IS ISOLATED FROM GENERATOR FRAME AND TRAILER. 1 G [P04] 1 1 ELECTRICAL SCHEDULES E104 X R. HENSEL R. HENSEL B. ISAAC NONE 0 J. THOMAS 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0C:\pw_working\projectwise\loreli.floresca2\d0847618\16-1123630_E104.dwg | Layout: 16-1123630_E101PLOTTED: Nov 07, 2018-07:21:58am By lojozXREFS: 16-1123630xTB.dwgIMAGES: TRIUNITY_name only_2 color.jpg;EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II NOVEMBER 2018 16-1123630 XXM. DARBY C01307C18NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 GENERAL NOTES: 1.PANEL SCHEDULES ARE INCLUDED FOR GUIDANCE AND LOAD ESTIMATION PURPOSES ONLY. ENSURE ELECTRICAL DISTRIBUTION EQUIPMENT CONSTRUCTION, RATINGS, AND INSTALLATION SATISFY APPLICABLE CODES AND PERMITTING AGENCY REQUIREMENTS. ELECTRICAL SCHEDULES E105 X R. HENSEL R. HENSEL B. ISAAC NONE 0 J. THOMAS 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0C:\pw_working\projectwise\loreli.floresca2\d0847618\16-1123630_E105.dwg | Layout: 16-1123630_E101PLOTTED: Nov 07, 2018-07:24:34am By lojozXREFS: 16-1123630xTB.dwgIMAGES: TRIUNITY_name only_2 color.jpg;EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II NOVEMBER 2018 16-1123630 XXM. DARBY C01307C18NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 GENERAL NOTES: 1.CONDUIT AND CABLE SIZES, MATERIAL, AND INSTALLATION METHODS INDICATED OR IMPLIED IN THIS SCHEDULE ARE INTENDED AS GUIDELINES ONLY. PROVIDE CABLE AND RACEWAY AS REQUIRED TO SATISFY CODES, PERFORMANCE CRITERIA, UTILITY REQUIREMENTS, AND PERMITTING AGENCY REQUIREMENTS. THE INTENT IS TO REPAIR OR REPLACE ALL IRRIGATION, PLANTINGS, REPAIR OR REPLACE ALL DAMAGED IRRIGATION EQUIPMENT AND ENSURE SYSTEM IS FULLY OPERATIONAL AND ACHIEVES HEAD TO EXISTING PLANTING INVENTORY REPLACE ONLY TREES, SHRUBS, AND LAWN THAT ARE REMOVED OR DAMAGED BY CONSTRUCTION. SPECIES AND SIZES LISTED ARE FOR CONTRACTOR REFERENCE ONLY AND HAVE NOT BEEN FIELD VERIFIED. QTY SCIENTIFIC NAME COMMON NAME EXISTING SIZE REPLACEMENT INSTALL SIZE AREA 1 - MH R01-32 (550 SF) TREES 1 PLATANUS ACERIFOLIA LONDON PLANE 18" DBH 2" CAL. 2 ACER SACCHARUM SUGAR MAPLE 2" DBH 2" CAL. SHURBS/GC 13 MYRICA CALIFORNICA CA WAX MYRTLE 5 GAL. CONT. AREA 2 - OVERLAND GRASSY AREA (850 SF) TREES 2 PLATANUS ACERIFOLIA LONDON PLANE 18" DBH 2" CAL. SHURBS/GC TBD AZALEA TBD 1 GAL. CONT, 5 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL. CONT, 8 NANDINA DOMESTICA 'GULF STREAM' DWARF HEAVENLY BAMBOO 5 GAL. CONT. 10 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL. CONT, 10 POLYSTICHUM MUNATUM W. SWORD FERN 5 GAL. CONT. AREA 3 - MH R02-02 (850 SF) TREES 2 LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 6" DBH 2" CAL. AREA 4 - MH R02-04 (750 SF) TREES 6 PYRUS CALLERYANA CALLERY PEAR 12" DBH 2" CAL. SHRUBS 12 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL. CONT. AREA 5 - MH R02-06 (2,400 SF) TREES 6 PINUS SPP.PINE TBD 8' HT., B&B SHRUBS/GC TBD AZALEA SPP.TBD 5 GAL. CONT. 18 CORNUS SPP.DOGWOOD SP.5 GAL. CONT. 8 RHODODENDRON SPP.RHODODENDRON SP.5 GAL. CONT. 100 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL. CONT. AREA 6 - GATE D-9 (4,000 SF) SHRUBS/GC TBD CALAMAGROSTIS X ACUTIFLORA KARL FOERSTER FOERSTER'S FEATHER REED GRASS 1 GAL. CONT. TBD CAREX SPP.CAREX TBD DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL. CONT, TBD HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL. CONT, TBD LIRIOPE SP.MONKEY TURF 5 GAL. CONT. 1.THE INTENT IS TO REPAIR OR REPLACE ALL IRRIGATION, PLANTINGS, PATHWAYS AND FENCING DAMAGED BY CONSTRUCTION. 2.NO DETAILED DESIGN IS PROVIDED. 3.REPAIR OR REPLACE ALL DAMAGED IRRIGATION EQUIPMENT AND ENSURE SYSTEM IS FULLY OPERATIONAL AND ACHIEVES HEAD TO HEAD COVERAGE. 4.PROVIDE AN ONSITE STORAGE LOCATION FOR THE PLANT MATERIALS IN THE STAGING AREAS AS DIRECTED BY THE PROJECT REPRESENTATIVE. 5.REFER TO THE SPECIFICATION SECTIONS 32 84 00, 32 92 00, 32 93 00 FOR ADDITIONAL INFORMATION. 6.SEE SHEET L101 FOR LANDSCAPE RESTORATION DETAILS. LANDSCAPE RESTORATION NOTES 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0U:\PROJECTS\SEA\17xxxx\D170418.00 Eastside Interceptor\08_CAD\DWG\60%\L-PLNT-100.dwg | Layout: L100 RESTORATION PLANTING PLANPLOTTED: Nov 05, 2018-03:24:02pm By dsergisonXREFS: J17164 09-20-18.dwg; 16-1123630xTB.dwg; X-L-PLNT.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II OCTOBER 2018 16-1123630 40M. DARBY E00489E17NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 ® A. GREENBERG D. SERGISON A. GREENBERG 0 L100 36 RESTORATION PLAN E. WALIGORSKI NONE AS NOTED AREA 1 PLANTING RESTORATION AT MH R01-32 SCALE 0 FEET 1"=120' 120 60 120 240 N AREA 2 PATHWAY, PLANTING, & LAWN RESTORATION OVERLAND GRASS AREA. AREA 3 PLANTING RESTORATION AT MH R02-02 AREA 4 PLANTING RESTORATION AT MH R02-04 AREA 5 PLANTING RESTORATION AT MH R02-06 L101 5 WROUGHT IRON FENCE TYPE 1 REPLACEMENT ALONG RIGHT-OF-WAY; 60 LF AREA 6 PATHWAY, PLANTING AND LAWN RESTORATION AT GATE D-9 L101 6 WROUGHT IRON FENCE TYPE 2 REPLACEMENT ALONG PATHWAY; 100 LF LOGAN AVE. LOG A N A V E .N. 6TH ST.N. 8TH ST.N. 10TH ST.PAR K A V E. LOGAN AVE. LANDSCAPE FINISH GRADE MULCH RING, 4" TO 6" CLEAR OF TRUNK INSTALL CROWN OF ROOT BALL 1" ABOVE FINISH GRADE TREE TIES (2) WOOD STAKES - REMOVE STAKES AND TIES 1 FULL YEAR AFTER PLANTING TREE ROOT BALL: CUT AND REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP AND SIDES OF THE ROOT BALL PRIOR TO BACK FILLING. CUT WIRE BASKET (IF USED) AND REMOVE AFTER SETTING TREE IN PLANTING PIT. SET ROOT BALL ON UNDISTURBED SOIL BACKFILL SOIL MIX 3" HIGH WATER BASIN AT EDGE OF MULCH RING 4' MIN. 2'-0" 3" 12" MIN. ALL SIDES PLANTING PIT 2X DIAMETER OF ROOT BALL EXISTING SUBGRADE ROOTBALLNOTE: INSTALL ROOT BARRIER RIBS FACING ROOTBALL. LINEAR ROOT BARRIER, 1/2" ABOVE FINISH GRADE, SEE SPECS. MULCH, TYP. FINISH GRADE EDGE OF CURB OR PAVING SEE PLAN 1'-6" MIN. FINISH GRADE 3" HIGH WATERING BASIN MULCH, KEEP 6" AWAY FROM TRUNK ROOTBALL; CUT AND REMOVE ALL BINDING FROM THE TOP AND SIDES OF THE ROOTBALL BEFORE BACKFILLING INSTALL ROOTBALL CROWN 1" ABOVE FINISH GRADE BACKFILL MIX PLANTING PIT 2X DIAMETER OF ROOT BALL 3" EXISTING SUBGRADE O.C. SPACING NOTES: 1.SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACING. 2.PLANTING PLAN SHOWING INDIVIDUAL LOCATION OF A SHRUB AND OR GROUND COVER TAKE PRECEDENT OVER THIS DETAIL. EDGE OF PLANTING; PAVING, LAWN, OR EQUAL ROW TRIANGULAR SPACING AT SPECIFIED O.C. DISTANCE - EQUIDISTANT PLANT CENTER DISTANCE FROM EDGE IS 1/2 THE SPECIFIED O.C. SPACING O.C. SPACING 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT ACCEPTANCE: DESIGN APPROVAL: CONTRACT NO: DRAWING NO: PROJECT FILE NO:SCALE: FACILITY NUMBER: DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION DATE: SHT NO / TOTAL REV NO:BORDER FILE EDITION: KCWTD-2015R0-Dsize-TB-Border1 2 3 4 5 E F G HBCDA CHECKED:REFERENCE1"0U:\PROJECTS\SEA\17xxxx\D170418.00 Eastside Interceptor\08_CAD\DWG\60%\L-PLNT-101.dwg | Layout: L101 LANDSCAPE DETAILSPLOTTED: Nov 05, 2018-03:27:02pm By dsergisonXREFS: 16-1123630xTB.dwg; X-L-DETL.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II OCTOBER 2018 16-1123630 40M. DARBY E00489E17NOREVISION DESCRIPTION BY APVD DATE E F G HBCDA PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. NOVEMBER 2018 ® A. GREENBERG D. SERGISON A. GREENBERG 0 L101 37 LANDSCAPE DETAILS E. WALIGORSKI NONE AS NOTED SCALE: FILE: NTS - SCALE: FILE: NTS - SCALE: FILE: NTS - SCALE: FILE: NTS - SCALE: FILE: NTS - SCALE: FILE: NTS -