HomeMy WebLinkAboutCD-4038TACOMAPUGET MAURY ISLAND VASHONISLANDSOUNDKITSAP CO.KING CO.PIERCE CO.KING CO.ALGONAPACIFICBLACKDIAMONDVALLEY5AUBURNDES MOINES51899TUKWILAKENT181167RENTON18169169MAPLE4055509MERCER IS.SEATTLEMEDINAWASHINGTONLAKE 90520ISSAQUAH900 LK.SAMM.BELLEVUE52018SNOQUALMIE90PRESTONFALLCITYCARNATION202203BOTHELL405KIRKLAND995225KENMOREKING CO.REDMOND202SNOHOMISH CO.DUVALL123DESIGNED/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\Renton_10898A11G001.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:57:51pm By BHawesXREFS: Renton_16-1123630xTB.dwg; 16-1114383xROW-GIS.dwg; 16-1114383xSV 04-24-18-l2013.dwg; START KCTDC-ALL DISCIPLINES.DWGIMAGES: Renton SEAL_Color.png;EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
Know what's below.RCall before you dig.B. ISAACB. HAWESE. WALIGORSKI/0G0011LOCATION MAP& SHEET INDEXRenton_10898A11G001.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 STLAK
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HOUSER WAY N405LOCATION MAPSCALE: NONEPROJECTSTART POINTPROJECT END POINTN 10TH STBOEINGRENTONBURNETT AVE N
G. GOULDN SOUTHPORT DRPERMITTING INFORMATIONAMOUNT OF NEW AND REPLACED IMPERVIOUS SURFACE BY THE PROJECT = 9,445 SQ FTPROJECT SOIL DISTURBANCE AREA = 9,790 SQ FT (0.22 ACRES)TOTAL PROJECT AREA = 106,488 SQ FT (2.44 ACRES)SECTION 08, TOWNSHIP 23, RANGE 05proposed project shall notobstruct drainage to existingcatch basins unless approvedalternatives are provided.not reviewed andnot approved withthis civilconstructionpermitcondition of approval : an approved traffic control plan should be obtained from the city of renton prior to start of work in the city right of way.access to all city utility elements shall beprovided by the contractor for any emergencyand/or maintenance purposes.ANY EXISTING UTILITY OR ROADWAY ELEMENTSTHAT ARE DISTURBED BY THE PROJECT SHALL BEREPLACED TO EXISTING OR IMPROVEDCONDITION BY KING COUNTY.DEVELOPMENT ENGINEERINGrnair 01/22/2019SURFACE WATER UTILITYrstraka 01/23/2019WASTEWATER UTILITYdchristen 01/23/2019CURRENT PLANNINGamorganroth 01/23/2019REGIONAL FIRE AUTHORITYcthomas 01/24/2019APPROVED
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 POINTSRenton_10898A11G002.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11G002.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:55:43pm By BHawesXREFS: Renton_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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
KEY MAP - MAIN LINEC101C102C103C104C105Know what's below.RCall before you dig.LEGEND:MAIN LINE DRAWINGS (CXXX)SEWER BYPASS DRAWINGS (CTXXX)CONTROL POINTHOUSER W
AY
NG. GOULDBOEING RENTONKEY MAP - SEWER BYPASSCT108CT109CT109CT110HOUSER WAY
NBOEING RENTONCT10810891179232312767101234039104473642634412594444131000109515932413486852435587R-403802DEVELOPMENT ENGINEERINGrnair 01/23/2019
B. ISAACB. HAWESE. WALIGORSKI/0G0033LEGEND,ABBREVIATIONS, AND SYMBOLSRenton_10898A11G003.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11G003.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:53:34pm By BHawesXREFS: Renton_16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038 LINETYPESSURVEYGAS/POWER/TELEPHONE/CABLEABBREVIATIONSDRAINAGE/SEWER/MISCWATERTRAFFIC & CHANNELIZATIONSURFACE FEATURES & LANDSCAPING SYMBOLSG. GOULDCONSULTANT SYMBOLSR-403803DEVELOPMENT ENGINEERINGrnair 01/22/2019
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 WORK AREA FENCE/CORNERBYPASS DISCHARGE WORK AREA FENCE/CORNERBYPASS DISCHARGE WORK AREA CORNERBYPASS DISCHARGE WORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA CORNERWORK AREA 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/RW LIMITSBYPASS INTAKE STAGING AREA/RW LIMITSBYPASS INTAKE STAGING AREA/RW LIMITSSTAGING AREA/PSE PARCEL CORNERSTAGING AREA/PSE PARCEL CORNERSTAGING AREA/PSE PARCEL 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 DATARenton_10898A11G004.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11G004.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:52:07pm By BHawesXREFS: Renton_16-1123630xTB.dwg; 10898A11-00C102.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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.R-403804DEVELOPMENT ENGINEERINGrnair 01/22/2019
DES MOINES51899TUKWILA181167RENTON1694055509MERCER IS.SEATTLEWASHINGTONLAKE 90900 LK.SAMM.BELLEVUEB. ISAACB. HAWESE. WALIGORSKI/0G0055GENERAL NOTESRenton_10898A11G005.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11G005.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:50:05pm By BHawesXREFS: Renton_16-1123630xTB.dwg; START KCTDC-ALL DISCIPLINES.DWG; Parcels.DWGIMAGES: Location Map BW.jpg;EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038 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.PIPE SIZES AND MATERIALS, WHERE KNOWN ARE DESIGNATED BASED ON AS-BUILT RECORDS ANDINSPECTION DATA. CONTRACTOR SHALL VERIFY DURING INITIAL INSPECTION WORK. REPORTDISCREPANCIES TO THE PROJECT REPRESENTATIVE.15.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.16.CONTRACTOR TO MAINTAIN CONTINUOUS SEWER SERVICE AT ALL TIMES DURING CONSTRUCTION.17.RIM ELEVATIONS AND INVERT ELEVATIONS SHOWN ON THE DRAWINGS ARE BY LICENSED SURVEYOR.CONTRACTOR TO VERIFY ELEVATIONS DURING INITIAL INSPECTION WORK.18.ALL CONFINED SPACE ENTRY WORK SHALL COMPLY WITH STATE AND FEDERAL OSHA REQUIREMENTS.19.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.20.PIPES, MANHOLES AND LATERALS NOT SHOWN FOR REHABILITATION, REPLACEMENT ORABANDONMENT ON DRAWINGS ARE EXCLUDED FROM THE WORK.21.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.22.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL MEET THEREQUIREMENTS OF THE PROJECT SPECIFICATIONS.23.MH INVERT ELEVATIONS SHOWN ON THE DRAWINGS REPRESENT THE APPROXIMATE CENTER OF THEMANHOLE INVERT OR INVERT OF INCOMING SEWERS.24.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.25.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.GENERAL NOTES (CONT'D):26.CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS, UNLESSOTHERWISE NOTED.27.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.28.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.29.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.30.THE CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY CONSTRUCTION.31.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.32.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS; ANY REVISIONS SHALL HAVE THE PRIORWRITTEN APPROVAL OF THE OWNER.33.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.34.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.35.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.36.ROADWAY RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERSTO PRE-CONSTRUCTION CONDITIONS.37.A MINIMUM VERTICAL SEPARATION OF 12" SHALL BE PROVIDED BETWEEN ALL EXISTING UTILITIES ANDPROPOSED TEMPORARILY BYPASS PIPING. ETHOFOAM SHALL BE INSTALLED BETWEEN UTILITYCROSSINGS WHERE A 12" SEPARATION CANNOT BE MET.G. GOULD405LOCATION MAP FOR MH R02-24SCALE: NONEMH R02-24MH R02-24MH R02-24 FLOW MONITORING NOTES:1.THE CONTRACTOR SHALL INSTALL A FLOW MONITOR AT MH R02-24 FOR THE DURATIONOF THE PROJECT.2.REFER TO SECTION 33 31 40 OF THE SPECIFICATIONS FOR FLOW MONITORINGREQUIREMENTS.VICINITY MAP FOR MH R02-24SCALE: NONE405PROJECT AREAN 40TH PLN 42ND PLN 43RD STLA
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LINCOLN AVE NE NE 44TH STN 44TH
STNE 43RD PLSURFACE WATER UTILITYrstraka 01/23/2019R-403805DEVELOPMENT ENGINEERINGrnair 01/22/2019
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)MAINTENANCE HOLE TOBE REHABILITATED (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+00Renton_10898A11C101.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.MAINTENANCE HOLE TO BE REHABILITATED PERDETAIL 2, DWG C106.REMOVE EXISTING FRP LADDER AND BRACKETSFROM MAINTENANCE HOLE.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.123DESIGNED/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\Renton_10898A11C101.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:46:57pm By BHawesXREFS: Renton_16-1123630xTB.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 16-1114383xRW.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 2018CAROLLO 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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/MAINTENANCE HOLE TOBE REHABILITATEDLEGEND23457545G. GOULD66688878WORK AREAXXCOORDINATE CONTROL POINTS(TYP) (SEE DWG G004)TEMPORARY SECURITY FENCING(STA 1+00 - 10+00)99R-403806DEVELOPMENT ENGINEERINGrnair 01/22/2019TRANSPORTATION OPERATIONcbarnes 01/23/2019
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)MAINTENANCE HOLE TOBE REHABILITATED (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+00Renton_10898A11C102.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11C102.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:43:18pm By BHawesXREFS: Renton_16-1123630xTB.dwg; 16-1114383xRW.dwg; 16-1114383xPROP-OWN.dwg; dms_noaccess.J17164 04-24-18.dwg; J17164 2.dwg; 10898A11-00C102.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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.MAINTENANCE HOLE TO BE REHABILITATED PERDETAIL 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)666R-403807DEVELOPMENT ENGINEERINGrnair 01/22/2019
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)MAINTENANCE HOLE TOBE REHABILITATED (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+00Renton_10898A11C103.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11C103.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:40:47pm By BHawesXREFS: Renton_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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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.MAINTENANCE HOLE TO BE REHABILITATED PERDETAIL 2, DWG C106.TEMPORARY SECURITY FENCING FOR ACCESS TOMH R02-06. REMOVE WROUGHT IRON FENCE ANDREPLACE FOLLOWING CONSTRUCTION PER DWGL100-L101.REMOVE EXISTING FRP LADDER AND BRACKETSFROM MAINTENANCE HOLE.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)88R-403808DEVELOPMENT ENGINEERINGrnair 01/22/2019
BOEING COMPANY0886600060RENTON, 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)MAINTENANCE HOLE TOBE REHABILITATED (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+00Renton_10898A11C104.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11C104.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:38:20pm By BHawesXREFS: Renton_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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 2018CAROLLO 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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).MAINTENANCE HOLE TO BE REHABILITATED PERDETAIL 2, DWG C106.PREVIOUS ESI REHABILITATION PROJECT WITHLINABOND LINER EXTENDED APPROXIMATELY 200'DOWNSTREAM OF MH 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)R-403809DEVELOPMENT ENGINEERINGrnair 01/22/2019
BNSF0823059027900 LAKE WASHINGTON BLVD NRENTON, WA 98055N. SOUTHPORT DRIVELAKE 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+08.30Renton_10898A11C105.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11C105.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:36:15pm By BHawesXREFS: Renton_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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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)R-403810DEVELOPMENT ENGINEERINGrnair 01/22/2019
LINABOND LINER SYSTEM (TYP)NOTES:1.SERVICE SHALL NOT BE 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 ATMAINTENANCE HOLE RIM PERDETAIL 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.MAINTENANCE HOLE RISER HEIGHTS VARY. SEE PLANDWGS AND DESIGN 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 MAINTENANCE HOLESTRUCTURES.WORK PLATFORMB. ISAACB. HAWESE. WALIGORSKI/0C10611REHABILITATION DETAILSRenton_10898A11C106.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11C106.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:33:59pm By BHawesXREFS: Renton_16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 2018CAROLLO 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
G. GOULDSCALE:PIPELINE LINABOND REHABILITATION SECTION1/2"=1'-0"1C101A-SCALE:EXISTING MAINTENANCE HOLE REHABILITATION DETAIL1/2"=1'-0"2G004A--SCALE:SECTIONNONEC102C103C104C101C102C103C104THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
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 DETAILSRenton_10898A11C107.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11C107.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:32:20pm By BHawesXREFS: Renton_16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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"C1068THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
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+00Renton_10898A11CT108.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.123DESIGNED/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\Renton_10898A11CT108.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-02:35:24pm By BHawesXREFS: Renton_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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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 5, DWGCT113. NO 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.SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED BYPASS PIPING INSTALLATION AREASOUTSIDE R/W.REPLACE EXISTING PRECAST TRAFFIC CURBINGWITH TYPE C CURB PER WSDOT STANDARD PLANCD-1 FOLLOWING PAVEMENT REPLACEMENT,APPROXIMATELY 40 LF.678886ASPHALT677991010R-403811DEVELOPMENT ENGINEERINGrnair 01/22/2019
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 COMPANY0886600060RENTON, 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 AVEB. ISAACB. HAWESE. WALIGORSKI/0CT10914BYPASS PLANSTA 20+00 TO 40+00Renton_10898A11CT109.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11CT109.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:26:58pm By BHawesXREFS: Renton_16-1123630xTB.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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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 (CONT'D):FOLLOWING BYPASS OPERATIONS, REMOVETRENCHED BYPASS PIPING AND RESTORELANDSCAPING PER LANDSCAPE RESTORATIONPLANS, DWGS L100-L101.MAINTAIN ALL EXISTING ACCESS TO ELECTRICALSUBSTATION DURING CONSTRUCTION.SEE SECTION 01 41 26 OF SPECIFICATIONS FORAPPROVED BYPASS PIPING INSTALLATION AREASOUTSIDE R/W.45666R-403812DEVELOPMENT ENGINEERINGrnair 01/22/2019
40+0041+006934353736920 LAKE WASHINGTON BLVD NRENTON, WA 980559178PUGET SOUND ENERGY/ ELEC0823059027BNSF082305900 LAKE WASHINGTON BLVD NRENTON, WA 98055LA
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bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11CT110.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:24:05pm By BHawesXREFS: Renton_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 IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038PLANMATCH 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)XXXXR-403813DEVELOPMENT ENGINEERINGrnair 01/22/2019
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12345EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847613\Renton_10898A11CT111.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:21:45pm By BHawesXREFS: Renton_16-1123630xTB.dwg; J17164 2.dwg; 10898A11-00C102.dwg; 10898A11-00C103.dwg; 10898A11-00C104.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
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 173-160-381 PRIOR TO EXCAVATION.RESERVED AREAS FOR BYPASS PUMPS, NOISEATTENUATION, 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 00 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.APPROXIMATE VFD AND PUMPINSTALLATION AREASURFACE SETTLEMENT MONITORINGPOINT PER SECTION 31 09 00 OF THESPECIFICATIONSUTILITY MONITORING POINT PERSECTION 31 09 00 OF THESPECIFICATIONSOVERLAND BYPASS PIPINGECOLOGY BLOCK WALLAPPROXIMATE LIMITS OF CHEMICALGROUTINGSEDIMENTATION TANK AREA108UCAUTIONCALL PSE AT 1-888-225-5773 FOR STANDBYWHEN OPERATING OVERHEAD EQUIPMENT INVICINITY OF OVERHEAD HIGH VOLTAGEPOWER LINES ON SITE. WORK IN VICINITY OFLINES SHALL COMPLY WITH WAC 296-155-428.1101010117777OHP 12BH1BH27KEY NOTES (CONT'D):MONITORING POINTS FOR EXISTING 16" BOEINGFIRE LINE, 96" ESI, AND EXISTING 48" STORMDRAIN PER SECTION 31 09 00 OF THESPECIFICATIONS.REPLACE CURB AND SIDEWALK DAMAGED BYEXCAVATION FOLLOWING CONSTRUCTION PERDETAIL 5, DWG CT113.BYPASS PIPING ROUTED ABOVE GRADE ASREQUIRED WITHIN BYPASS INTAKE AREA.AREA RESERVED FOR DEWATERINGSEDIMENTATION TANK (AS NECESSARY). SEESECTION 01 34 43 OF THE SPECIFICATIONS.1012BH311OHP
OHP
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OHP
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OHP
OHP
OHP
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OHP 1313R-403814DEVELOPMENT ENGINEERINGrnair 01/22/2019
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.SEE SECTION 33 31 40 OF SPECIFICATIONS FOR ADDITIONAL TEMPORARY FLOW DIVERSION DEVICEREQUIREMENTS.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 MAINTENANCE HOLESECTION, GRADE RINGS, FRAME,AND COVER. 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 TEMPORARYFLOW DEFLECTIONDEVICE. SEE NOTE 2THIS DETAIL.8'-10"1'-0"11'-6"4'-0"REMOVE EXISTINGMAINTENANCE HOLESTEPSINSERT BYPASS PIPINGDISCHARGE LINE(S)8'-10"1'-6"EXISTING GRADETYP8'-1"4'-3"5'-11 1/2"DROP MAINTENANCEHOLEAPPROXIMATEEXISTING ESICENTERLINE24" SSAPPROXIMATEOPENING IN ESI PIPEAREA FOR TEMPORARYFLOW DEFLECTIONDEVICE. SEE NOTE 2.PLAN36" BRYN MAWRCH
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bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11CT112.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:19:47pm By BHawesXREFS: Renton_16-1123630xTB.dwg; 16-1114383xPROP-OWN.dwg; J17164 2.dwg; 10898A11-00C103.dwg; 10898A11-00C102.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038PLAN
Know 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 FOLLOWINGCONSTRUCTION, EXCEPT AS OTHERWISE 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 MAINTENANCE HOLE REDUCINGSECTION TO EXPOSE TOP OF 48" DIAMETERRISER 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. SEESECTION 33 31 40 OF SPECIFICATIONS FORADDITIONAL REQUIREMENTS.REPLACE CURB/GUTTER DAMAGED BYEXCAVATION PER DETAIL 4, DWG CT113.BRING BYPASS DISCHARGE PIPING TO GRADE ATBYPASS DISCHARGE AREA.1212LEGENDCB INSERT PER DETAIL 1 ON DWG CT115.BYPASS PUMPING AREA BORDERSTANDARD TRENCHED BYPASS PIPINGPER DETAIL 1, DWG CT113. SEE PROFILEFOR APPROXIMATE EXISTING UTILITYELEVATIONS3344SCALE:SECTIONNONE-ASCALE:DISCHARGE TO MH R01-31A1/4"=1'-0"1C101BURNETT AVE N55A
-R-403815DEVELOPMENT ENGINEERINGrnair 01/22/2019
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.4.TRENCHING THROUGH NON-PAVED AREAS TO BE TEMPORARILYCOVERED WITH NATIVE MATERIAL AT SURFACE,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.6.TRENCHING THROUGH NON-PAVED AREAS TO BE TEMPORARILY COVERED WITH NATIVEMATERIAL AT SURFACE.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".3.CURB/GUTTER RESTORATION SHALL COMPLY WITH CITY OF RENTON STD PLAN - 101 ASPROVIDED IN THE SPECIFICATIONS.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.5.SIDEWALK RESTORATION SHALL COMPLY WITH CITY OF RENTON STD PLAN - 102 AS PROVIDED IN THESPECIFICATIONS.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 DETAILSRenton_10898A11CT113.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11CT113.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:17:57pm By BHawesXREFS: Renton_16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
G. GOULDSCALE:STANDARD TRENCHED BYPASS PIPING1/2"=1'-0"1CT108CT112SCALE: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-CT113R-403816DEVELOPMENT ENGINEERINGrnair 01/22/2019
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. LIMITS SHALL COMPLY WITH CITY OF RENTON STD. PLANS - 110, 110.1,AND 110.2 AS PROVIDED IN THE SPEICIFCATIONS.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. LIMITS SHALL COMPLYWITH CITY OF RENTON STD. PLANS - 110, 110.1, AND 110.2 AS PROVIDED IN THESPECIFICATIONS.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 DETAILSRenton_10898A11CT114.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11CT114.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:15:07pm By BHawesXREFS: Renton_16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
G. GOULDSCALE:RESTORATION (HMA PAVEMENT)1/2"=1'-0"1CT108BYPASS PIPING TRENCHCT109CT112CT113SCALE:(CONCRETE PAVEMENT-ROADWAY)1/2"=1'-0"2C102BYPASS 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"R-403817DEVELOPMENT ENGINEERINGrnair 01/22/2019
B. ISAACB. HAWESE. WALIGORSKI/0CT11520TESC - TEMPORARY EROSIONAND SEDIMENTATION CONTROL DETAILSRenton_10898A11CT115.dwg
bhawes10898A11B. SLIGERNONEAS NOTEDEXTRA4123DESIGNED/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\Renton_10898A11CT115.dwg | Layout: Layout1PLOTTED: Dec 31, 2018-12:16:18pm By BHawesXREFS: Renton_16-1123630xTB.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019PRELIMINARY ISSUE DRAWINGINFORMATION ONLY100% REVIEWDECEMBER 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 January, 2019. It isnot 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 January, 2019. It isnot to be used for bidding,permit or constructionpurposes.3808755635FINALDECEMBER 2018CITY OF RENTON #:R-403801CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544 C18006273
CITY OF RENTON #: TED-40-4038
G. GOULDNOTE: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 12WASHED 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.H.FILTER FABRIC FENCE SHALL COMPLY WITH CITY OF RENTON STDPLAN - 214.00 AS PROVIDED IN THE SPECIFICATIONS.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 INSERTNTS1CT111CT111CT112SCALE:FILTER FABRIC FENCE (SILT FENCE)NTS2-SCALE:STOCKPILING DETAILNTS3-A.SEDIMENTATION TRAPS SHALL BE CLEANEDAT REGULAR INTERVALS AND SHALL REMAININ PLACE UNTIL CONSTRUCTION IS COMPLETE.B.CATCH BASIN INSERT SHALL COMPLY WITHCITY OF RENTON STD PLAN - 216.30 ASPROVIDED IN THE SPECIFICATIONS.CITY OF RENTON EROSION AND SEDIMENTATION (ESC) STANDARD PLAN NOTES:THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSIONAND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERYPROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUTIRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOTRENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFICASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRCUTIONMEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OFECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FORTHE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTSPROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERALPERMIT.3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THEORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TOPOST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREASOF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALLBE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITHAPPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIORTO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCEBEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BEMAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WAS PADS, MAY BE REQUIREDTO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT-OF-WAYDOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE,PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MOREFREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERINGWATERS OF THE STATE.6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATEDCONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THEGROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETESHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LANDCLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACEWATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BEMAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ORCONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESCBMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITEEROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT,ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THEAPPLICANT.8.ANY HAZARDOUS MATERIAL OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTERUNOFF SHALL BE DISPOSED OF PROPERLY.9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TOMEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED ORSEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPSWILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITYOF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THEACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUMREQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATERQUALITY OF THE RECEIVING DRAINAGE SYSTEM.10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORMDRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATERFACILITIES.11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIESSHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BEDISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH SEPTEMBER30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN THE CONFORMANCE WITH APPENDIX D OFTHE RENTON SWDM.13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTIONSITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISEAPPROVED BY THE CITY.14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRINGIMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED ANDMAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURSFOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALLOCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCHBASIN INSERTS PRE THE CITY STANDARD PLAN 216.30 SHALL BEPROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THERUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENTPOND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLYINSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLYFUNCTIONING CONDITION.17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THECAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS ANDCONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THECLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATERINTO THE DOWNSTREAM SYSTEM.18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS ATEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THENECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGECAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTIONAS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THETEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THEBOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINALGRADE OF THE PERMANENT FACILITY.19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTINGSTORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS,BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLYFENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATIONAND COMPACTION DURING CONSTRUCTION.20.PRIOR TO BEGINNING THE WET SEASON (OCTOBER 1ST), ALLDISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONESSHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTERRAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONEWEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSEAREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAINUNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITESHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROMLEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, ANDSTORMWATER CONVEYANCE SYSTEMS , FACILITIES, AND ON-SITEBMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHEDTO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTERFINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREASTO BE LANDSCAPED BEFORE OCTOBER 1ST.22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANKSTABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BECONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES INCITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCEWITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROADRIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THEINTERNATIONAL BUILDING CODE.CITY OF RENTON ESC STANDARD PLAN NOTES (CONT'D):SURFACE WATER UTILITYrstraka 01/23/2019R-403818DEVELOPMENT ENGINEERINGrnair 01/22/2019
B. ISAACR. ROBERTSC. ROBERTS0S00121GENERAL STRUCTURALNOTESB. SLIGERNONEAS 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, DATEDDECEMBER, 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 EQUAL3.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 SYMBOLS123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0001 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:05:24pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
B. ISAACR. ROBERTSC. ROBERTS0S00222SPECIAL INSPECTIONSAND STRUCTURAL OBSERVATIONB. SLIGERNONEAS 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 THE WASHINGTON STATE BUILDING CODE (WSBC) SECTIONS 1705OR OTHER SECTIONS OF THE WSBC.3.STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE PROJECT REPRESENTATIVEAND THE BUILDING OFFICIAL AT THE COMPLETION OF CONSTRUCTION.STRUCTURAL OBSERVATION123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0002 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:06:35pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
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 ANCHORSB.SLIGERNONEAS NOTEDNOTES: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 DETAILSNTSDETAILS202, S2031123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0003 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:07:42pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
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 JT6'-434"12'-0"12'-0"12'-0"13'-338"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCL ESI2STA SEE CIVILHSS 10.000 x 0.500STRUTS, TYP (5)11'-0" (+/-)EXIST. FENCECHEMICALLY GROUTED SOILS WITHIN SHEETPILES OMITTED FOR DRAWING CLARITY6'-0"CHEMICALLY GROUTEDSOILS EACH END OFEXCAVATION2'-0"2'-0"3'-6" MAX, TYP @ENDS OF WALERSSTOP 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 SUPPORTPLANB. SLIGERNONEAS 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---A123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0101 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:09:24pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273TYPTYPTYPTYPTYPTHIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
CHIP OUT CHEM GROUTED SOILSAS NECESSARY TO SAWCUT PIPEOPENINGSCHEMICAL 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.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 PIPESADDLESCHIP OUT CHEM GROUTED SOILSAS NECESSARY TO SAWCUT PIPEOPENINGSB. ISAACR. ROBERTSC. ROBERTSS10225EXCAVATION SUPPORTSECTIONSB. SLIGERNONEAS NOTEDSCALE:EXCAVATION SUPPORT1/4"=1'-0"SECTIONS101ASCALE:EXCAVATION SUPPORT1/4"=1'-0"SECTIONS101B6S1036S103123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0102 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:11:12pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
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. SEE DETAIL2/S103.PZ40, TYPWT8x22.5 x 2'-2",WALER SUPPORTS @10'-0" O.C. MAX, TYPTYP WT8TO PZ401/4TYP WALER TO WT81/4B. ISAACR. ROBERTSC. ROBERTS0S10326EXCAVATION SUPPORTDETAILSB. SLIGERNONEAS NOTEDSCALE: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"DETAILS1026123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0103 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:13:37pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
CL ESI2SAWCUT THRU PIPE CROWN. DRILL CORNERSTO PREVENT OVERCUT (6) OPENINGS. LABELAND SALVAGE CUTOUT PORTION OF PIPE FORREUSE TO CLOSE THE OPENINGS. PROTECTLINER ON INNER SURFACE.CL PIPE JOINTS@ 12'-0" O.C.TEMPORARY BULKHEADPORTIONS OMITTED FOR DWGCLARITY. SEE DWG S203 FORDETAILS OF TEMPORARYBULKHEAD.CHIP BACK CHEM. GROUTED SOIL ASNECESSARY TO SAWCUT, TYP.SAWCUT THRU PIPE CROWN. DRILLCORNERS TO PREVENT OVERCUT.CAST-IN-PLACE CONCRETE ORSHOTCRETE CLOSURE.CL ESI2RE-INSTALL CONCRETE PIPE CROWNCUTOUTS IN OPENINGS FROM WHICHTHEY WERE CUT. TYP. 6 OPENINGS4'-0"1'-8" EACHENDCHIP BACK CHEM. GROUTED SOIL ASNECESSARY PREPARE SURFACE ANDPLACE CONCRETE. TYP.4'-0"B. ISAACR. ROBERTSC. ROBERTS0S20127ESI PIPE PLAN VIEWACCESS OPENINGSB. SLIGERNONEAS NOTEDSCALE: 1/4"=1'-0"PIPE OPENINGS CLOSURE PLAN2S2024S202SCALE: 1/4"=1'-0"PIPE OPENINGS PLANSCALE: 1/4"=1'-0"PIPE OPENINGS CLOSURE PLANAS202CS202BS202DS2021S2023S2021'-8" x 3'-0" (6 REQ'D)6'-0"6'-0"4'-0"6'-0"TYP6'-0"TYP2'-9"TYP2'-9"TYPAS2035'-0" x 8'-0"(1 REQ'D)123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0201 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:15:36pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C180062734'-0"4"THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
3'-0" CLEAR+/- 3'-6 3/4"90°, TYPSAWCUT 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.90°, TYPNOTE: TEMPORARY BULKHEADOMITTED FOR CLARITY. SEE DWGS203 FOR BULKHEAD DETAILS.EXIST LINER, TYP.MATCH ALL EXISTING LONGITUDINALREINF SIZE AND SPACING. CHIP BACKCONC AS NECESSARY TO COUPLE NEWBARS TO EXISTING EACH END WITHMECHANICAL COUPLERS. ASSUME 14TOTAL #6 BARS TOP & BOTTOM FORBIDDING PURPOSES.MATCH ALL EXISTINGCIRCUMFERENTIAL REINF SIZE ANDSPACING. CHIP BACK CONC ASNECESSARY TO COUPLE NEW BARSTO EXISTING EACH END WITHMECHANICAL COUPLERS. ASSUME 34TOTAL #6 BARS TOP & BOTTOM FORBIDDING PURPOSES.CAST-IN-PLACE CONCRETE ORSHOTCRETE. MATCH EXISTING PIPE WALLTHICKNESS.ROUGHEN ALLCONTACT SURFACESTO 1/4" AMPLITUDEAND COAT WITH LATEXBONDING AGENT, TYP.EXIST LINER, TYP.RESTORE LINERFOLLOWING PIPEREPAIR, TYP.BAR LOCK TYPEMECHANICAL COUPLERS,TYP. EACH ENDCIRCUMFERENTIAL ANDLONGITUDINAL BARSCHIP BACK AS REQ'D FORMECHANICAL COUPLERSWHEN REPAIRING THEOPENING.#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. LONGITUDINALREINSTALL 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.RESTORE LINERFOLLOWING PIPEREPAIR, TYP.1'-8"REMOVE PIPE CROWNCOUPON ANDSALVAGE FORREINSTALLATION3'-0"#5 HOOKED DOWELS.EPOXY ANCHOREDCONCRETE OR SHOTCRETECLOSURE OVER REINSTALLEDCROWN COUPON. CHIP BACK ANDREMOVE CHEM. GROUTED SOIL ASREQ'D.CONCRETE OR SHOTCRETEPIPE REPAIR. CHIPPING FORREBAR COUPLERS AND REINFNOT SHOWN FOR DWGCLARITY.5'-0" CLEAR 8'-0"REMOVE PIPECROWN COUPONNOTE: TEMPORARY BULKHEADOMITTED FOR CLARITY. SEE DWGS203 FOR BULKHEAD DETAILS.B. ISAACR. ROBERTSC. ROBERTS0S20228ESI PIPE SECTIONSACCESS OPENINGSB. SLIGERNONEAS NOTEDSCALE:ESI 1'-8"x3'-0" OPENING1/2"=1'-0"SECTIONS201CSCALE:ESI 5'-0"x8'-0" OPENING1/2"=1'-0"SECTIONS201ASCALE:1'-8" x3'-0" OPENING REPAIR1/2"=1'-0"SECTIONS201DSCALE:ESI 5'-0"x8'-0" OPENING REPAIR1/2"=1'-0"SECTIONS201BSCALE:ESI 1'-8" x 3'-0" OPENING3/4"=1'-0"DETAILS2013SCALE:ESI 1'-8" x 3'-0" OPENING REPAIR3/4"=1'-0"DETAILS2014SCALE:ESI 5'-0" x 8'-0" OPENING3/4"=1'-0"DETAILS2011SCALE:ESI 5'-0" x 8'-0" OPENING REPAIR3/4"=1'-0"DETAILS2012123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0202 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:17:35pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
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 ON INSIDESURFACE. REPAIR ALL HOLESAND DAMAGE AFTER WORK ISCOMPLETE AND BULKHEAD ISREMOVED. SEE DETAIL 2/-.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(4) 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 DETAIL 3/-.3 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.3/4" 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 HOLES@ 12" O.C. MAXPROVIDE 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. SEEDETAIL 2/-.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 1/4" W x 1/2" HIGH RUBBER BULB SEAL W/(2) HOLLOW BULBS. ADHERE TO BOTTOM(CURVED PORTION) OF BOTTOM SLIDE PL1 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 BULKHEADB. SLIGERNONEAS 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 ---123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0C:\pw_working\projectwise\bhawes\d0847616\Renton_S0203 RE-2018.dwg | Layout: Untitled SheetPLOTTED: Dec 31, 2018-01:19:38pm By BHawesXREFS: Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019Roberts EngineeringThis document is released forthe purpose of informationexchange review and planningonly under the authority ofRonald M. Roberts, P.E.(Washington License No.20403) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
ELECTRICAL
SYMBOLS AND ABBREVIATIONS E101
30
R. HENSEL
B. SLIGER
B. ISAAC
NONE
0
J. THOMAS
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
1
2
3
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-BorderE F G HBCDA
CHECKED:REFERENCE1"0EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
JANUARY 2019
16-1123630
36M. 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.
JANUARY 2019
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Richard E. Hensel, P.E.
(Washington License No.
38424) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1PR 18-000544CITY OF RENTON #: TED-40-4038CITY OF RENTON #:
R-403801 C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
ELECTRICAL
SITE PLAN E102
31
R. HENSEL
B. SLIGER
B. ISAAC
1" = 20'
0
J. THOMAS
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.
2.CABLES SHOWN AS INSTALLED ABOVE GRADE MAY BE
INSTALLED BELOW GRADE AS NEEDED TO ENSURE
ADEQUATE PROTECTION FROM DAMAGE. SUITABLY
PROTECT ALL ELECTRICAL CABLE AND EQUIPMENT. SIZE
ALL CABLE AND RACEWAY PER NEC AND
MANUFACTURER GUIDELINES.
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
1
2
3
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-BorderE F G HBCDA
CHECKED:REFERENCE1"0EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
JANUARY 2019
16-1123630
36M. 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.
JANUARY 2019
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Richard E. Hensel, P.E.
(Washington License No.
38424) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1PR 18-000544CITY OF RENTON #: TED-40-4038CITY OF RENTON #:
R-403801 C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
ELECTRICAL
ONE LINE DRAWING E103
32
R. HENSEL
B. SLIGER
B. ISAAC
NONE
0
J. THOMAS
225/3
2000A, 480Y/277V, 3PH, 3W SWITCHBOARD
225/3 225/3 225/3 225/3 225/3 225/3 60/3 60/3 125/2
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.ELECTRICAL LOADS FOR SPECIFIC EQUIPMENT ARE
APPROXIMATE. ENSURE ELECTRICAL DISTRIBUTION
EQUIPMENT IS ADEQUATELY SIZED FOR THE ACTUAL
LOADS AND PROTECTED PER NEC.
3.SIMULTANEOUS PUMP START SHALL BE PREVENTED
EITHER BY STARTING EACH PUMP MANUALLY OR
ENSURING A CENTRAL CONTROLLER STAGES PUMPS ONE
AT A TIME.
4.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
125/2
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]
CONTRACTOR
TRAILER
[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
[P05]
FROM SERVICE EQUIPMENT - SEE ABOVE
1
2
3
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-BorderE F G HBCDA
CHECKED:REFERENCE1"0EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
JANUARY 2019
16-1123630
36M. 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.
JANUARY 2019
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Richard E. Hensel, P.E.
(Washington License No.
38424) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1PR 18-000544CITY OF RENTON #: TED-40-4038CITY OF RENTON #:
R-403801 C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
ELECTRICAL
SCHEDULES E104
33
R. HENSEL
B. SLIGER
B. ISAAC
NONE
0
J. THOMAS
GENERAL NOTES:
1.PANEL SCHEDULES ARE INCLUDED FOR GUIDANCE AND
ESTIMATION PURPOSES ONLY. ENSURE ELECTRICAL
DISTRIBUTION EQUIPMENT CONSTRUCTION, RATINGS, AND
INSTALLATION SATISFY APPLICABLE CODES AND
PERMITTING AGENCY REQUIREMENTS.
1
2
3
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-BorderE F G HBCDA
CHECKED:REFERENCE1"0EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
JANUARY 2019
16-1123630
36M. 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.
JANUARY 2019
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Richard E. Hensel, P.E.
(Washington License No.
38424) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1PR 18-000544CITY OF RENTON #: TED-40-4038CITY OF RENTON #:
R-403801 C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
ELECTRICAL
SCHEDULES E105
34
R. HENSEL
B. SLIGER
B. ISAAC
NONE
0
J. THOMAS
GENERAL NOTES:
1.CONDUIT AND CABLE SIZES, MATERIAL, AND INSTALLATION
METHODS INDICATED OR IMPLIED IN THIS SCHEDULE ARE
INTENDED AS GUIDELINES ONLY. COPPER CONDUCTORS
ARE ASSUMED. PROVIDE CABLE AND RACEWAY AS
REQUIRED TO SATISFY CODES, PERFORMANCE CRITERIA,
UTILITY REQUIREMENTS, AND PERMITTING AGENCY
REQUIREMENTS.
1
2
3
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-BorderE F G HBCDA
CHECKED:REFERENCE1"0EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
JANUARY 2019
16-1123630
36M. 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.
JANUARY 2019
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Richard E. Hensel, P.E.
(Washington License No.
38424) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1PR 18-000544CITY OF RENTON #: TED-40-4038CITY OF RENTON #:
R-403801 C18006273THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET.
EDGING, ROOT BARRIERS, PATHWAYS AND FENCING DAMAGED BYPROJECT REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARISE INEXISTING PLANTING INVENTORYREPLACE ONLY TREES, SHRUBS, AND LAWN THAT ARE REMOVED OR DAMAGED BY CONSTRUCTION. SPECIES AND SIZESLISTED ARE FOR REFERENCE ONLY AND HAVE NOT BEEN FIELD VERIFIED.QTYSCIENTIFIC NAME COMMON NAMEEXISTINGSIZEREPLACEMENTINSTALL SIZEAREA 1 - MH R01-32 (550 SF)TREES1PLATANUS ACERIFOLIALONDON PLANETREE18" DBH2" CAL.2ACER SACCHARUMSUGAR MAPLE2" DBH2" CAL.SHURBS/GC13MYRICA CALIFORNICACALIFORNIA WAX MYRTLE5 GAL. CONT.AREA 2 - OVERLAND GRASSY AREA (850 SF)TREES2PLATANUS ACERIFOLIALONDON PLANE18" DBH2" CAL.SHURBS/GCTBDAZALEATBD1 GAL. CONT,5DESCHAMPSIA CESPITOSATUFTED HAIR GRASS1 GAL. CONT,8NANDINA DOMESTICA 'GULFSTREAM'DWARF HEAVENLY BAMBOO5 GAL. CONT.10HELICTOTRICHONSEMPERVIRENSBLUE OAT GRASS1 GAL. CONT,10POLYSTICHUM MUNITUMWESTERN SWORD FERN5 GAL. CONT.AREA 3 - MH R02-02 (850 SF)TREES2LIQUIDAMBAR STYRACIFLUAAMERICAN SWEETGUM6" DBH2" CAL.AREA 4 - MH R02-04 (750 SF)TREES6PYRUS CALLERYANACALLERY PEAR12" DBH2" CAL.SHRUBS12VIBURNUM DAVIDIIDAVID VIBURNUM5 GAL. CONT.AREA 5 - MH R02-06 (2,400 SF)TREES6PINUS SPP.PINETBD8' HT., B&BSHRUBS/GCTBDAZALEA SPP.TBD5 GAL. CONT.18CORNUS SPP.DOGWOOD SP.5 GAL. CONT.8RHODODENDRON SPP.RHODODENDRON SP.5 GAL. CONT.100VIBURNUM DAVIDIIDAVID VIBURNUM5 GAL. CONT.AREA 6 - GATE D-9 (4,000 SF)SHRUBS/GCTBDCALAMAGROSTIS XACUTIFLORA KARLFOERSTERFOERSTER'S FEATHER REEDGRASS1 GAL. CONT.TBDCAREX SPP.CAREXTBDDESCHAMPSIA CESPITOSATUFTED HAIR GRASS1 GAL. CONT,TBDHELICTOTRICHONSEMPERVIRENSBLUE OAT GRASS1 GAL. CONT,TBDLIRIOPE SP.MONKEY TURF5 GAL. CONT.1.REPAIR OR REPLACE ALL IRRIGATION, PLANTINGS, PLANT BEDEDGING, ROOT BARRIERS, PATHWAYS AND FENCING DAMAGED BYCONSTRUCTION.2.CONTRACTOR TO VERIFY CONDITIONS IN FIELD AND NOTIFYPROJECT REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARISE INTHE FIELD.3.NO DETAILED DESIGN IS PROVIDED.4.REPAIR OR REPLACE ALL DAMAGED IRRIGATION EQUIPMENT.ENSURE SYSTEM IS FULLY OPERATIONAL AND ACHIEVES HEAD TOHEAD COVERAGE.5.PROVIDE AN ONSITE STORAGE LOCATION FOR THE PLANTMATERIALS IN THE STAGING AREAS AS DIRECTED BY THE PROJECTREPRESENTATIVE.6.REFER TO THE SPECIFICATION SECTIONS 32 84 00, 32 92 00, 32 93 00FOR ADDITIONAL INFORMATION.7.SEE SHEET L101 FOR LANDSCAPE RESTORATION DETAILS.8.INSTALL ROOT BARRIER ALONGSIDE HARDSCAPE STRUCTURESSUCH AS SIDEWALKS, CURBS, PAVEMENT, AND CONCRETE WITHIN15' OF ALL TREES PER DETAIL AND SPECIFICATIONS.LANDSCAPE RESTORATION NOTESB. ISAACD. SERGISONA. GREENBERG0L10035RESTORATION PLANB. SLIGERNONEAS NOTEDAREA 1PLANTING RESTORATIONAT MH R01-32SCALE0FEET1"=120'12060120240N AREA 2PLANTING & LAWN RESTORATION-RESTORE SIDEWALK, REF. CIVILDRAWINGS.AREA 3PLANTING RESTORATIONAT MH R02-02AREA 4PLANTING RESTORATIONAT MH R02-04AREA 5PLANTING RESTORATIONAT MH R02-06L1015WROUGHT IRONFENCE TYPE 1REPLACEMENT ALONGRIGHT-OF-WAY; 60 LFAREA 6PLANTING AND LAWNRESTORATION AT GATE D-9.L1016WROUGHT IRONFENCE TYPE 2REPLACEMENT ALONGPATHWAY; 100 LFLOGAN AVE.LOGAN AVE.N. 6TH ST.
N. 8TH ST.
N.
1
0
T
H
S
T
.PARK AVE
.LOGAN AVE.LANDSCAPE REBUILD ASPHALT PATH TO MATCH EXISTINGPAVEMENT DEPTH, BASE COURSE DEPTH,MATERIALS AND COMPACTION. FINISH SURFACEAND JOINTS SHALL BE FLUSH WITH EXISTINGADJACENT PATH.123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0U:\PROJECTS\SEA\17xxxx\D170418.00 Eastside Interceptor\08_CAD\DWG\100%\L-PLNT-100.dwg | Layout: L100 RESTORATION PLANTING PLANPLOTTED: Jan 02, 2019-02:07:22pm By dsergisonXREFS: J17164 09-20-18.dwg; 16-1123630xTB.dwg; X-L-PLNT.dwg; Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019This document is released forthe purpose of informationexchange review and planningonly under the authority ofAllisona B. Greenberg, P.L.A.(Washington License No.1049) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C180062735309 SHILSHOLE AVE. NW,STE. 200SEATTLE, WA 98107OFFICE - 206.789.9658 WWW.ESASSOC.COMR-403819CURRENT PLANNINGamorganroth 01/23/2019
FINISH GRADEMULCH RING - 3" DEPTH, 4" TO 6"CLEAR OF TRUNKINSTALL CROWN OF ROOT BALL1" ABOVE FINISH GRADETREE TIES(2) WOOD STAKES - REMOVESTAKES AND TIES 1 FULL YEARAFTER PLANTINGTREEROOT BALL: CUT AND REMOVE ALLTWINE, ROPE, WIRE, AND BURLAPFROM THE TOP AND SIDES OF THEROOT BALL PRIOR TO BACKFILLING. CUT WIRE BASKET (IFUSED) AND REMOVE AFTERSETTING TREE IN PLANTING PIT.SET ROOT BALL ONUNDISTURBED SOILAMENDED PLANTING SOILPER SPECIFICATIONS3" HIGH WATER BASIN AT EDGEOF MULCH RING4' MIN.2'-0"3"12" MIN.ALL SIDESPLANTING PIT 2X DIAMETEROF ROOT BALLPLANTING SOILROOTBALL
NOTE:1.SEE SPECIFICATIONS.2.INSTALL ROOT BARRIERRIBS FACING ROOTBALL.LINEAR ROOT BARRIER,1/2" ABOVE FINISH GRADE,SEE SPECS.MULCH - 3" DEPTHFINISH GRADEEDGE OF CURB OR PAVING1'-6"MIN.FINISH GRADE3" HIGH WATERING BASINMULCH - 3" DEPTH, KEEP 6"AWAY FROM TRUNKROOTBALL; CUT AND REMOVEALL BINDING FROM THE TOPAND SIDES OF THE ROOTBALLBEFORE BACKFILLINGINSTALL ROOTBALL CROWN 1"ABOVE FINISH GRADEAMENDED PLANTING SOIL PERSPECIFICATIONSPLANTING PIT 2XDIAMETEROF ROOT BALL3"PLANTING SOILO.C. SPACINGNOTES:1.SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACING.2.PLANTING PLAN SHOWING INDIVIDUAL LOCATION OF A SHRUB AND ORGROUND COVER TAKE PRECEDENT OVER THIS DETAIL.EDGE OF PLANTING;PAVING, LAWN, OR EQUALROWTRIANGULAR SPACING AT SPECIFIEDO.C. DISTANCE - EQUIDISTANTPLANT CENTERDISTANCE FROM EDGE IS 1/2THE SPECIFIED O.C. SPACINGO.C.SPACINGB. ISAACD. SERGISONA. GREENBERG0L10136LANDSCAPE DETAILSB. SLIGERNONEAS NOTEDDETAILSCALE: NTS4L100DETAILSCALE: NTS2L100DETAILSCALE: NTS3L100DETAILSCALE: NTS5L100DETAILSCALE: NTS6L100DETAILSCALE: NTS1L100TREE PLANTING WITH STAKESCONTAINER PLANTINGTRIANGULAR PLANT SPACING DIAGRAMWROUGHT IRON FENCE - TYPE 2WROUGHT IRON FENCE - TYPE 1ROOT BARRIERNOTES:1.CONTRACTOR TO VERIFY MAKE, MODEL AND HEIGHT OF EXISTING FENCE PRIOR TO REPLACEMENT.2.IF THERE IS A DISCREPANCY OF MAKE AND MODEL FROM THIS REPLACEMENT DETAIL OR IFCONFLICTS ARISE IN THE FIELD, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVEIMMEDIATELY.NOTES:1.CONTRACTOR TO VERIFY MAKE, MODEL AND HEIGHT OF EXISTING FENCE PRIOR TO REPLACEMENT.2.IF THERE IS A DISCREPANCY OF MAKE AND MODEL FROM THIS REPLACEMENT DETAIL OR IFCONFLICTS ARISE IN THE FIELD, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVEIMMEDIATELY.123DESIGNED/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
EFGHBCDACHECKED:REFERENCE 1"0U:\PROJECTS\SEA\17xxxx\D170418.00 Eastside Interceptor\08_CAD\DWG\100%\L-PLNT-101.dwg | Layout: L101 LANDSCAPE DETAILSPLOTTED: Jan 02, 2019-02:06:32pm By dsergisonXREFS: 16-1123630xTB.dwg; X-L-DETL.dwg; Renton_16-1123630xTB RE-2018.dwgIMAGES:EASTSIDE INTERCEPTOR SECTION 2REHABILITATION - PHASE IIJANUARY 201916-112363036M. DARBYC01307C18NOREVISION DESCRIPTIONBYAPVDDATEEFGHBCDAPERMIT ISSUE DRAWINGThis document version is designed to containsufficient relevant information for the applicablePermit Review submittal and approval process.JANUARY 2019This document is released forthe purpose of informationexchange review and planningonly under the authority ofAllisona B. Greenberg, P.L.A.(Washington License No.1049) on January, 2019. It isnot to be used for bidding,permit or constructionpurposes.CITY OF RENTON PROJECT INFORMATION:EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE 1 PR 18-000544
CITY OF RENTON #: TED-40-4038
CITY OF RENTON #:R-403801C180062735309 SHILSHOLE AVE. NW,STE. 200SEATTLE, WA 98107OFFICE - 206.789.9658 WWW.ESASSOC.COMR-403820CURRENT PLANNINGamorganroth 01/23/2019