HomeMy WebLinkAboutAB-4005Civil EngineerCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104Vicinity MapRENTON, WA 980561083 LAKE WASHINGTON BLVD N, SUITE 50SECO DEVELOPMENT1083 LAKE WASHINGTON BLVD N(206) 343-0460 CONTACT: TIM BROCKWAY, PEGeoTechnical EngineerRENTON, WASHINGTONNOT TO SCALETOTAL SITE AREA = TOTAL WORK AREA =GEO ENGINEERS1101 FAWCETT AVE, SUITE 200TACOMA, WA 98402(253) 722-2414 CONTACT: DAVID CONLINPHASE lll FOR SOUTHPORT DEVELOPMENTRECORD DRAWINGS - 09/03/2019OwnerSANITARY SEWERS, STORM DRAINAGE, WATERCITY OF RENTONDEVELOPMENT SERVICES1055 SOUTH GRADY WAYRENTON, WA 98055(425) 430-7200PUGET SOUND ENERGYMUNICIPAL LAND PLANNING815 MERCER STREETSEATTLE, WA 981091-800-CALLPSE(206) 224-2120POWER AND NATURAL GASTELEPHONEU.S. WESTLDA GROUPPO BOX 625001LITTLETON, CO 80162SiteHorizontal DatumVertical DatumUtility Providers: Legal DescriptionSite InformationNAD 83/91NAVD 88 - CITY OF RENTON DATUMBasic of BearingsCITY OF RENTON DATUM LOT LINE ADJUSTMENT NO. LUA-98-176-LLABenchmarkCITY OF RENTON BENCHMARK NO. 2118 - 3-1/2" BRASS DISCSTAMPED 'CITY OF RENTON BM" IN THE SOUTHEAST CORNER OF CONCRETEBASE OF SOUTHERLY LEG OF POWER TOWER.ELEV=16.75 FT(425) 282-5833 CONTACT: DEREK JANKESheet IndexLAKE WASHINGTON BOULEVARD. SEE BOUNDARY & TOPOGRAPHIC SURVEY C3-003 AND C3-004N/A0.53 ACStructural EngineerSHEARER DESIGN3613 PHINNEY AVE N #BSEATTLE, WA 98103(206) 781-7830 CONTACT: BRIEN LINDSTROM, PETransportation EngineerTENW11400 SE 8TH ST, SUITE 200BELLEVUE, WA 98004(425) 250-5002 CONTACT: CHRIS BICKET, PESurveyorBUSH, ROED AND HITCHINGS, INC2009 MINOR AVENUE ESEATTLE, WA 98102(206) 323-4144 CONTACT: TAYLOR R. SHULTE, PLSS201CHANNEL LAYOUTS202LWB WALL DETAILSS203LWB WALL LAYOUTS204BRIDGE RAILING TYPE BP lPM-01PAVEMENT MARKING PLANSPM-03PAVEMENT MARKING DETAILSTS-01TRAFFIC SIGNAL PLANTS-03TRAFFIC SIGNAL WIRE DIAGRAMTS-04TRAFFIC SIGNAL POLE SCHEDULETS-05TRAFFIC SIGNAL DETAILSTS-06TRAFFIC SIGNAL DETAILSPM-02PAVEMENT MARKING PLANSPM-04PAVEMENT MARKING DETAILSTS-02TRAFFIC SIGNAL PLANLAKE WASHINGTONBOULEVARD IMPROVEMENTSC3-000C3-001C3-002C3-003C3-004C3-101C3-110C3-201C3-210C3-220CIVIL COVER SHEETGENERAL NOTESOVERALL HORIZONTAL CONTROL PLANBOUNDARY & TOPOGRAPHIC SURVEYBOUNDARY & TOPOGRAPHIC SURVEYDEMOLITION & T.E.S.C. PLANT.E.S.C. DETAILSROADWAY PLAN & PROFILEPAVING AND STORM DRAINAGE DETAILSGRADING DETAIL PLANC3-212ROADWAY SECTIONSL1101TREE RETENTION PLANL1102LANDSCAPE PLANPROFESSIONAL SEAL ONLY APPLIES TOTECHNICAL CONTENT ON SHEETS C3-000.REFER TO REMAINING PLAN SHEETS IN SETFOR INDIVIDUAL TECHNICAL SEALS ANDSIGNATURES BY RESPECTIVE DISCIPLINESS205BRIDGE RAILING TYPE BP llPAVING AND STORM DRAINAGE DETAILSC3-211R-400515R-400516R-400517R-400518R-400520R-400522R-400524R-400526R-400527R-400528R-400529R-400521R-400523R-400525R-400501R-400502R-400503R-400504R-400505R-400506R-400507R-400508R-400509R-400512R-400511R-400513R-400514R-400519R-400510TOTAL NET NEW IMPERVIOUS AREA ADDED BY THE PROJECT=7,800SQFT (0.18 ACRES).SHEET 1 OF 29SHEET 2 OF 29SHEET 3 OF 29SHEET 4 OF 29SHEET 5 OF 29SHEET 6 OF 29SHEET 7 OF 29SHEET 8 OF 29SHEET 9 OF 29SHEET 10 OF 29SHEET 11 OF 29SHEET 12 OF 29SHEET 13 OF 29SHEET 14 OF 29SHEET 15 OF 29SHEET 16 OF 29SHEET 17 OF 29SHEET 18 OF 29SHEET 20 OF 29SHEET 21 OF 29SHEET 19 OF 29SHEET 22 OF 29SHEET 23 OF 29SHEET 24 OF 29SHEET 25 OF 29SHEET 26 OF 29SHEET 27 OF 29SHEET 28 OF 29SHEET 29 OF 29CONDITIONS OF APPROVAL FOR LAND USEH. DECISION:THE PROPOSED SITE PLAN MINOR MODIFICATION, FILE NO. LUA00-156, MOD ISAPPROVED. THE PROPOSAL IS SUBJECT TO THE FOLLOWING CONDITIONS:1.THE APPLICANT SHALL COMPLY WITH ALL MITIGATION MEASURES ISSUED ASPART OF THE SFEIS, DATED SEPTEMBER 17, 1999 (EXHIBIT 17).2.THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH ALL CONDITIONS OFAPPROVAL ISSUED AS PART OF THE SOUTHPORT OFFICE LEVEL I SITE PLAN,DATED FEBRUARY 5, 2001 (EXHIBIT 9).3.THE APPLICANT SHALL BE REQUIRED TO PROVIDE A CONTINUAL PEDESTRIANCONNECTION, ALONG THE SOUTHERN FAÇADE OF THE PARKING GARAGE.ADDITIONALLY, ALL DESIGNATED PEDESTRIAN AREA SHALL BEDIFFERENTIATED, IN MATERIAL, FROM DRIVE AISLES. A REVISED SITE PLANSHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNINGPROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.4.THE APPLICANT SHALL RECORD A PUBLIC RECREATION EASEMENT PRIOR TOISSUANCE OF THE BUILDING PERMIT APPROVAL. SUCH EASEMENT SHALLCONNECT TO THE EXISTING PEDESTRIAN EASEMENTS (IDENTIFIED ABOVE)FOR A FUTURE CONTINUOUS TRAIL CONNECTION FROM GENE COULON PARKTO THE CEDAR RIVER TRAIL. SUCH EASEMENT SHALL BE SUBJECT TOSEVERAL CONDITIONS PRECEDENT SUCH THAT THE EASEMENT RIGHTSGRANTED THEREIN SHALL ONLY BECOME EFFECTIVE IF AND WHEN THE CITYCOMPLETES (DEFINED AS HAVING SECURED ALL NECESSARY PROPERTYTIGHTS, PERMITS, AND FINANCING TO COMPLETE CONSTRUCTION) THE TRAILCONNECTION ON THE PROPERTY TO THE WEST (CURRENTLY OWNED BYBOEING AND DNR AS SHOWN IN EXHIBIT 21). FURTHER, THE CITY WILL MAKECONTINUOUS, DILIGENT EFFORTS TO OBTAIN A SUBSTITUTE OVERLANDEASEMENT FROM THE ADJOINING PROPERTY TO THE WEST (CURRENTLYOWNED BY BOEING), AND THE EASEMENT REQUIRED IN THIS CONDITIONSHALL EXPIRE AS SOON AS THE CITY IS ABLE TO OBTAIN A SUBSTITUTEOVERLAND EASEMENT OVER THE ADJOINING PROPERTY TO THE WEST. THEFINAL TERMS OF THE SUBJECT EASEMENT SHALL BE SUBJECT TO REVIEWAND APPROVAL BY THE CITY ATTORNEY.5.THE APPLICANT SHALL SUBMIT A REVISED AND DETAILED LANDSCAPE PLANCOMPLYING WITH THE FOLLOWING: A MIXTURE OF TREES, SHRUBS, ANDGROUNDCOVER TO SATISFACTION OF THE CURRENT PLANNING PROJECTMANAGER. THE DETAILED LANDSCAPE PLAN, SHALL BE SUBMITTED TO, ANDAPPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TOCONSTRUCTION PERMIT ISSUANCE.6.THE APPLICANT SHALL PROVIDE A MATERIAL/COLORS BOARD TO THECURRENT PLANNING PROJECT MANAGER PRIOR TO THE PRIMARY BUILDINGPERMIT APPROVAL. THE MATERIALS BOARD SHALL DEMONSTRATECOMPATIBILITY WITH THE BRISTOL APARTMENTS AND HOTEL.7.THE APPLICANT SHALL BE REQUIRED TO CONSTRUCT IMPROVEMENTS WHICHINCLUDE THE WIDENING OF LAKE WASHINGTON BLVD NE, SOUTH OF HOUSER(TO PROVIDE A 4-LANE SECTION), AND WIDEN THE EXISTING ON-SITE BRIDGEOVER JOHN'S CREEK TO PROVIDE A NEW 4-LANE BRIDGE. THE APPLICANTSHALL CONSTRUCT THE IMPROVEMENTS PRIOR TO TEMPORARY OCCUPANCYFOR THE THIRD AND FINAL OFFICE BUILDING.g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2909-03-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.CIVIL COVER SHEETC3-000R-4005011
Construction Sequence:Demolition Notes1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELDBETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALLUTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS1-800-424-5555.3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.5.NO WORK MAY OCCUR WITHIN OHWM OF CREEK UNTIL SPECIFICALLY AUTHORIZED BY ENGINEER AND CITYINSPECTOR.6.INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.C PLAN,SHEET C3-101.7.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.8.REMOVE EX. GABION WALL AS NEEDED TO ACCESS CULVERTS. FILL REMAINING PORTIONS OF BASKETS ANDQUARRY SPALLS WITH FLOWABLE FILL. PROVIDE TEMPORARY STABILIZATION FOR ROADWAY AND EXISTINGWATERLINE. REMOVE END OF CULVERTS AND EXTEND THROUGH RETAINING WALL PER PLAN.9.INSTALL HDPE ELBOW CONNECTIONS PER PLANS.10.EXCAVATE CHANNEL AND INSTALL HILFIKER STRUCTURAL EARTH WALL.11.BACKFILL ROAD GRADE AND SURROUNDING AREAS.12.INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS.13.VEGETATE AND STABILIZE SITE.14.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.15.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.City of Renton Surface Water Standard Plan Notes General Paving Notes1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETINGMUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE(RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPALCONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), ASAMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLERESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANYERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALLCORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE ANAPPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWERCONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BECONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANYDEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OFRENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INPROGRESS.6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAYTHROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH AWRITTEN DECISION BY THE CITY OF RENTON.7.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTIONEASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANSSHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTSOF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCEBENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUSTBE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95PERCENT DENSITY, STANDARD PROCTOR.12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK ISNOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESEAPPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTONTRENCH RESTORATION STANDARDS.13.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDINGCONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION ISCOMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.14.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR INCONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLICWORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION INACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD ANDBRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THETOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIREDBEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BESUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWACLASS “C”, WITH THE EXCEPTION OF PVC PIPE.16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDEAND OUTSIDE.17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKINGLIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITYSHALL HAVE SOLID LOCKING LIDS.18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENTWIDTHS AND BUILDING SETBACKS LINES.19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENTLENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OFTHE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OFSOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWINGSPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING.21.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGESYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. ANACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BESUBMITTED TO THE CITY UPON COMPLETION.22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSELOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING:A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALLFUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACEOR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACHOUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCESYSTEM OR TO AN APPROVED OUTFALL LOCATION.B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR"DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THESTAKE.C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THESURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH ATRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.D.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWSTHROUGH INDIVIDUAL LOTS.E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUTCONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.G.STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMPDISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDESBACKFLOW PREVENTION OR A CHECK VALVE.23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENTSITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED ANDREDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BEADDED TO MAINTAIN THE MOISTURE CAPACITY.24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMITISSUANCE.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVETHE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMSURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATIONFOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURINGCONSTRUCTION.26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKSDEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARDSPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIALREQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS(RMC 4-3-050).Erosion Control Notes1.THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATERUTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELDWITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.3.THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THEPLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION INACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION.DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THECLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.4.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ANDMAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASHSYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUTTO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.5.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TOLAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER,DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN ASATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIALFOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TOEROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.6.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUMREQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED ORSEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATIONCONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TOADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATERQUALITY OF THE RECEIVING DRAINAGE SYSTEM.7.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVALOF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.8.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYSDURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING DRAY SEASON (APRIL 1STTHROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH APPROVED ESC COVER METHODS (E.G.,SEEDING, MULCHING, PLASTIC COVERING, ETC.).9.WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITESCLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGHAN ADJUSTMENT PROCESS.10.COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.11.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)DAYS.12.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH ORWITHIN 12 HOURS FOLLOWING A STORM EVENT.13.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALLCATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR PAVING. THE CLEANING OPERATION SHALL NOTFLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.14.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREASGREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDINGOR PLASTIC COVERING.1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLEPUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINEDVERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NORTHE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NORESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOTSHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONSSHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1)PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTINGUNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLYENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THECONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATIONFOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK INWRITING.3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIESAND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THEPROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUNDLOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY.4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDSRELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGETO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE.5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED.6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN.COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS.7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS.8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYSWITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD ATALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES.9.PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN.10.DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN.11.RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TOOWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TOREMAIN AT NO ADDITIONAL COST TO OWNER.12.NO BLASTING ON SITE. DO NOT USE EXPLOSIVES.13.SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENTCAUSING FLOODING, CONTAMINATED RUNOFF OR ICING.14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TOFACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENTWHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEATVERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED.15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVALOPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY.16.MAKE CUTS AT CLOSEST PAVING JOINT.17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES,INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIEDLAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREWWHILE CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALLBE PRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONALCOST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE.18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION.19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNINGAUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IFREQUIRED.20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OFANY THAT ARE DISPLACED OR MISSING.21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN AMANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THETHE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANYPROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ONSTREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTYOWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THISPROJECT.1.A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TOBEGINNING CONSTUCTION.2.ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLERECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILYCOMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THEACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWNWHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.3.ALL ASPHALT (HMA) WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF RENTONSTANDARDS AND SPECIFICATIONS.4.ALL ASPHALT (HMA) WORK ON THE PROJECT SITE SHALL CONFORM TO THE "2016 WASHINGTON STATEDEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPALCONSTRUCTION".5.ALL ASPHALT (HMA) PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 5-04UNLESS OTHERWISE SPECIFICALLY NOTED.6.PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PERTHE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTIONREQUIREMENTS PRIOR TO PAVING.7.STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILANT, PRAMITOL 25E OR EQUAL, ASRECOMMENDED BY THE MANUFACTURER.8.ASPHALT SHALL BE HMA CL. 1/2 INCH PG64-22, CONFORMING TO SECTION 9-3.8 OF THE WSDOT-APWA.9.CRUSHED SURFACING SHALL BE PLACED IN ACCORDANCE WITH WSDOT- APWA SECTION 4-04 AND SHALLMEET THE REQUIREMENTS OF WSDOT-APWA 9-03.9(3).10.CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID INACCORDANCE WITH 5-04.3(5)A.11.SAWCUT EXISTING ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING.12.APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEWASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F.13.CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANYAREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO THE OWNER.14.CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THEPOTENTIAL FOR INSTABILITY AND EROSION.15.CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHENTEMPERATURES ARE BELOW 40 DEGREES F.16.CONTRACTOR SHALL PROTECT ALL FINISHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVEDOVER FINISHED SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREASSHOWING SETTLEMENT, AND ANY OBSTRUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOTALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTIL IT IS COOLED AND HARDENED AND IN NOCASE SOONER THAN 6 HOURS AFTER PLACING.17.CONTRACTOR WORK CORRECTIONS INCLUDE AGGREGATE SEPARATION, SOFT SPOTS, AND EXCESSPOROSITY. CONTRACTOR SHALL REPAIR RACKS, UNSATISFACTORY ELEVATION IRREGULARITIESIMMEDIATELY UPON NOTIFICATION, AND REPLACE ANY PAVING NOT DRAINING PROPERLY AT THECONTRACTORS SOLE EXPENSE.18.LEAVE PREMISES CLEAN AND FREE OF RESIDUE OF WORK FROM PAVING.15.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIEDWITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THEPERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUSTBE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST 3FEET ABOVE THE FINAL GRADE OF THE FACILITY.16.PRIOR TO THE BEGINNING OF THE WET SEASON (OCT1) ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFYWHICH ONES CAN BE SEEDED IN PREP FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONEWEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE TOREMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.17.ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE.Erosion Control Notes (Continued)g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2909-03-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.GENERAL NOTESC3-001R-4005022
10+00 11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0
0
20+0710+5011+5012+5013+0013+5014+0014+5015+0015+5016+5017+5018+5019+
50R: 80.00'L: 92.65'Δ: 66°21'28.0"R: 511.00'L: 211.06'Δ: 23°39'54.9"R: 1606.51'L: 49.32'Δ: 01°45'33.0"R: 1521.15'L: 400.31'Δ: 15°04'41.3"STA 10+95.73STA 11+07.37, 27.0' RTSTA 10+36.23, 39.7' RT27'27'6.5'N 24°17'42" E - 137.14
'FOUND 1 1/2" BRASS DISCSET IN 4"X4" CONC, IN CASE"LS 23613 1994," DOWN 0.6'STA 12+25.69N 44°21'31" W (R)25.92'FOUND 1 1/2" BRASS DISCIN CASE DOWN 0.6'N 47°57'37" E - 110.04'MON LIDFOUND 1 1/2" BRASS DISCIN CASE, "LS 23613,"DOWN 0.75'CENTERLINE CALCULATED FROM CITYOF RENTON LWB ROADWAY PLANSPROPOSED CURBLINEN Park DriveN 43°54'35" W (R) - 20.40'Ho
u
s
e
r
W
a
y
N BNSF ROWPC 10+06.32PT 10+98.97PC 12+09.01
PT 14+20.07
PC 15+57.21
PCC 16+06
.
5
4
POINT OFCOMPOUND CURVESTA 16+06.54Lake WashingtonBlvd NPark Ave NPROJECTCENTERLINE30.49930.101g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2909-03-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.OVERALL HORIZONTAL CONTROL PLANC3-002R-4005033
NE PARK DRIVE10+00 11+0012+0013+0014+0015+0010+5011+5012+5013+0013+5014+0014+5015+0015+50REMOVE EX CURBAND GUTTERREMOVE EX LIGHTPOST AND SIGN.REMOVE CONCRETEPADREMOVE EX LIGHT POST,FOUNDATION, AND CONCRETE PAD.RETURN POLE AND FIXTURE.RELOCATE SIGN PER SHEET PM-02.RELOCATE EXISTING SIGNPER SHEET PM-02PROTECT EXPSE POLE ANDGUY WIREPROTECT EX PSEPOLE AND GUY WIREREMOVE EXBARRIERLake Washington Blvd NSILT FENCESEE DETAILREMOVE EX GABION WALL AS NEEDED TOACCESS CULVERTS FILL REMAINING PORTIONSOF BASKETS AND QUARRY SPALLS WFLOWABLE FILL PROVIDE TEMP STABILIZATIONFOR ROADWAY AND EX WATER LINETEMP. DEWATERING PUMP TORELOCATED AS NECESSARY FORCONSTRUCTION SEQUENCETO BE TEMPORARILYDISCHARGED INTO 48" CULVERTAS NECESSARYREMOVE EX. SDSHEET C3-201REMOVE EX. SDSEE SHEET C3-201SAWCUT 12" INTOROADWAY ASPHALTFROM EXISTINGEDGEINLET PROTECTIONSEE DETAIL8C3-110INLET PROTECTIONSEE DETAIL8C3-110RELOCATE EXISTINGLIGHT PER SHEET TS-02.REMOVE EXISTINGFOUNDATIONREMOVE EXJUNCTION BOXSTRAW WATTLESEE DETAIL7C3-110REMOVE EX LIGHT POST,FOUNDATION, AND CONCRETE PAD.RETURN POLE AND FIXTURE TO CITY.RELOCATE SIGN PER SHEET PM-02.REMOVE EXJUNCTION BOX6C3-110INLET PROTECTIONSEE DETAILINLET PROTECTIONSEE DETAILREMOVE EXJUNCTION BOXREMOVE EX LIGHT POST,FOUNDATION, AND CONCRETE PAD.RETURN POLE AND FIXTURE TO CITY.RELOCATE SIGN PER SHEET PM-02.8C3-1108C3-110NOTE:DEWATERING AS PER THE GEOTECHREPORT AND JARPA REQUIREMENTSHOULD BE PROVIDED.30.49930.101LegendPROPERTY LINELIMITS OF CONSTRUCTIONSTRAW WATTLESAWCUT LINEREMOVE CURBINGREMOVE TREE(S)INLET PROTECTIONFILTER FABRIC FENCINGTEMPORARY STORM PIPELegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MHSANITARY SEWERSANITARY MH/COASPHALT PAVEMENTPROPERTY LINEASPHALT OVERLAYCONTOUR (INDEX)CONTOUR2" HMA OVERLAY TO ROADWAY CENTERLINE FOR EXTENTOF IMPROVEMENTS (CL 1/2" PG 64-22 PAVEMENT PERWSDOT STDS.)8" HMA ASPHALT PAVINGSEE DETAIL11C3-211NOTE:1.CONTRACTOR TO SUPPORT AND PROTECT EXISTING 12" WATERMAIN WHEN REMOVING EXISTING LIGHT FOUNDATIONS.g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2909-03-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.DEMOLITION AND T.E.S.C. PLANC3-101R-4005066
11Baker Tank8Catch Basin Filter7Straw Wattles6Silt Fence955 Gallon Drum and Dry Pump5Not Usedg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2909-03-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.T.E.S.C. DETAILSC3-110R-4005077
NE PARK DRIVE10+00 11+0012+0013+0014+0015+0010+5011+5012+5013+0013+5014+0014+5015+0015+50STA 13+14 (27' RT)SD#A1, 4x6 FILTERRARIM=30.08 FL=29.58IE=26.58 12"(OUT)ESEE DETAILCURB AND GUTTERPER COR STD. PLAN 101ASPHALT PAVING 8" HMASEE DETAILPROPOSED STRIPINGPER CHANNELIZATION PLANSPM01 & PM02 (TYP)END CURB AND GUTTERMATCH EX AT STA 14+87 (35.9' RT).3"-6" PRECAST BARRIER, SEEWSDOT STANDARD PLANS:SINGLE-SLOPE CONCRETEBARRIER (PRECAST), C-70.10 &SINGLE-SLOPE CONCRETEBARRIER (PRECAST) TERMINAL,C-75.30.TC 29.76BC 29.26 (MATCH EX)TC 29.50BC 29.00STA10+50 (36.7' RT)TC 29.02BC 28.52STA10+75 (31.7' RT)RELOCATE EX CBRIM=28.45 TC=28.95STA 10+81 (29'RT)INSTALL PER COR STD.PLAN 101.1TC 29.19BC 28.69STA11+00(27.7' RT)TC 29.10BC 28.60STA11+25 (27' RT)TC 29.01BC 28.51STA11+50 (27' RT)TC 28.92BC 28.42STA11+75 (27' RT)TC 29.15BC 28.65STA12+00 (27' RT)TC 29.13BC 28.83STA12+25 (27' RT)TC 29.52BC 29.02STA12+50 (27' RT)TC 29.70BC 29.20STA12+75 (27' RT)TC 30.0BC 29.50STA13+00(27' RT)TC 30.15BC 29.65STA 13+25 (27' RT)BC 29.80STA 13+50(27'RT)BC 30.00STA 13+75(27'RT)STA 14+74.00 (31.2' RT)SD #B1, 4x4 FILTERRARIM=31.44 FL =30.94IE=27.94 12" (OUT)SEE DETAILCONNECT 36" CONCRETEBEVELED END CULVERT TOEXISTING CULVERT W/36"WATERTIGHT COUPLER.IE=20.0SEE DETAILCONNECT NEW 24"BEVELED END CONCRETECULVERT W/ 24"WATERTIGHT COUPLERIE= 20.0SEE DETAILCONNECT NEW 48" CONCRETECULVERTS W/ (4) 48"WATERTIGHT COUPLERSEXTEND CULVERTS THROUGHRETAINING WALLPER STRUCTURAL WALL DETAILSHILFIKER STRUCTURALEARTH RETAINING WALL W/VEHICLE / BICYCLE BARRIERPER STRUCTURAL PLANS12" RCP SD OUTFALLW/ ROCK ARMORIE=19.9SEE DETAIL(TYP)72" AND 48"Ø CONCRETECULVERTS THROUGHRETAINING WALLFOR I.E.'S SEE SHEET C3-212CUSTOM FABRICATED ELBOWSCOUPLED TO EX PIPE PER DETAIL.LWB HILFIKER (MATCH EX CULVERTS).AN ELBOW DESIGN SUBMITTAL SHALLBE SUBMITTED TO AND APPROVED BYTHE CITY PRIOR TO ORDERING OF THERESPECTIVE ELBOW(4) 48" CONCRETECULVERTS THROUGHRETAINING WALL11'TRAVELLANE11'
TRAVEL
LANE5' BIKELANESTRIPING PER CHANNELIZATIONPLANS PM01 & PM02 (TYP)BC 30.20STA 14+00(27' RT)BC 30.50STA 14+25(27' RT)TC 31.20BC 30.70STA 14+50 (27'RT)TC 31.35BC 30.85STA 14+69.6 (27' RT)TC 31.03BC 31.03STA 14+87.35 (36' RT)PROTECT EXPSE POLEEX 48" SDPROTECT EXPSE POLEGUY LINEPROTECT EX PSEPOLE AND GUY LINE43 LF 12" RCPSD @ 12.5%STA 14+73.6 (38' RT)SD #B2, CB TYPE 1 PERCOR STD. PLAN 200.00W/ METAL COVER PERCOR STD. 204.10RIM=28.0IE=27.34 12"(IN) NWIE=25.0 12"(OUT) SEX 72" SD12" RCP SDOUTFALL W/ROCKARMORIE=20.0SEE SHEET C3-210 FOR GRADINGDETAIL PLAN OF CHANNELEND CURB AND GUTTERSTA 13+27.3 (27.5' RT)PER COR STD. 101.0033 LF 12" RCPSD @ 12.5%STA 13+15.5 (35'.6 RT)SD #A2 CB TYPE 1RIM=29.5IE=25.80 6" (IN) NWIE=24.0 6" (OUT) NESEE DETAILSPIRAL NAIL PERHILFIKER SHOPDRAWINGSNEW LUMINAIRE POLE AND SIGNAT STA 13+03 (27.7' RT)(SEE TRAFFIC PLAN)BEGIN NEWCURB ANDGUTTER ATSTA 10+37 (40'RT)PER COR STD.101.002" HMA OVERLAY TOROADWAY CENTERLINE FOREXTENT OF IMPROVEMENTS(CL 1/2" PG 64-22 PAVEMENTPER WSDOT STDS)7 LF RCP 12"SD @ 14.4%6 LF 12" RCPSD @ 10.0%BEGIN CURB ANDGUTTERSTA 14+47.6 (27.7' RT)PER COR STD 101.00INSTALL 36" ACCESSRISER AT END OF ELBOWAT STA 13+47.18 (12.9' RT)SEE DETAIL9C3-2117C3-2111C3-2121C3-2129C3-21110C3-21112C3-21111C3-21112" RCP SDOUTFALL W/ROCKARMORIE=19.9IE=19.75IE=19.74IE=19.63IE=19.50IE=19.97IE=19.41INSTALL 36" ACCESSRISER AT END OF ELBOWAT STA 13+36.56 (18.7' RT)SEE DETAIL10C3-211NEW LUMINAIRE POLEAT STA 14+66 (30' RT)7C3-211R40'BEGINHORIZONTALCURVESTA12+09 (27'RT)END HORIZONTALCURVESTA14+20 (27' RT)30.49930.1014% CROSSSLOPE RIDGECURB RETURNStation=10+39.22Offset=39.385CURB RETURNStation=11+16.16Offset=26.395Station=11+32.87Offset=32.411SD#C1 6x8 FILTERRARIM=28.77IE=24.20' OUT (12")SSEE DETAIL12C3-212R38'28.3328.3 RT27.8330.074"36.9 RT4"36.9 RT26.16 4" (IN) W23.38 12" (OUT) N24.2 LF22.682.89%18.7418.7817.8017.7419.1219.5524.6238.020.92%20.5519.9829.0427.22 4" (IN) N24.974"31.464"GUY ANCHOR28.3528.8628.1128.7127.8828.4027.9028.4629.0629.464 LF13 LFPVCPVC14+87 (40.3' RT)14+93 (40.4' RT).CMPCMPCMP14+93 (40.4' RT)LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%ASPHALT PAVEMENTPROPERTY LINEASPHALT OVERLAYCONTOUR (INDEX)CONTOUR542" HMA OVERLAY TO ROADWAY CENTERLINE FOR EXTENTOF IMPROVEMENTS (CL 1/2" PG 64-22 PAVEMENT PERWSDOT STDS.)8" HMA ASPHALT PAVINGSEE DETAIL11C3-2112025303540202530354010+0011+0012+0013+0014+0015+00PROPOSED TOP OF CURBBEGIN NEW CURB &GUTTERSTA 10+37 (40' R)PER COR STD. 101.00END CURB & GUTTERAND MATCH W/ EX EPSTA 14+87.3 (35.9' RT)END CURB AND GUTTERSTA 13+27.3 (27.5' RT) PER COR STD 101BEGIN CURB ANDGUTTERSTA 14+47.6 (27.7' RT)PER COR STD 101.00PAVEMENT MARKINGS PLAN AS PART OF THE PM SHEETS AREPROVIDED TO SHOW PAVEMENT MARKINGS ALONG ROADWAY.A MATERIAL SUBMITTAL FOR ALL WATER TIGHT COUPLERS SHALL BE SUBMITTED TO ANDAPPROVED BY THE CITY PRIOR TO ORDERING OF THE RESPECTIVE COUPLER.PAVEMENT RESTORATION SHOULD MEET CITY OF RENTON STANDARDTRENCH RESTORATION & STREET OVERLAY REQUIREMENTS.g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2911-19-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.PAVING PLAN AND PROFILEC3-201R-4005088
9Not Used5Cement Concrete Curb Installation at Catch Basins12Grading Detail Plan13+0014+0015+0013+0013+5014+0014+5015+00TC 29.70BC 29.20STA12+75 (27' RT)TC 30.0BC 29.50STA13+00(27' RT)TC 30.15BC 29.65STA 13+25 (27' RT)BC 29.80STA 13+50(27'RT)BC 30.00STA 13+75(27'RT)BC 30.20STA 14+00(27' RT)BC 30.50STA 14+25(27' RT)TC 31.20BC 30.70STA 14+50 (27'RT)TC 31.35BC 30.85STA 14+69.6 (27' RT)TC 31.03BC 31.03STA 14+87.35 (36' RT)1'1'BW 26.5TW 32.5BW 32.5TW 32.5BW 20.5TW 26.5BW 26.5TW 32.5BW 20.5TW 26.5BW 26.5TW 26.5BW 32.5TW 32.5BW 26.5TW 26.5END HORIZONTALCURVESTA14+20 (27' RT)30.49930.101IE=19.75IE=19.74IE=19.63IE=19.50IE=19.97IE=19.41STREAMBED SEDIMENT WITH4" STREAMBED COBBLES PERWSDOT STD 9-03.11(1)END CURB ANDGUTTERSPIRAL NAIL PERHILFILKER SHOP DRAWINGHILFIKER STRUCTURALEARTH RETAINING WALL W/VEHICLE / BICYCLE BARRIERPER STRUCTURAL PLANS051020SCALE 1"=10'EX 48" SD
EX 48" SD
EX 48" SD
EX 48" SD
NEW LUMINAIRE POLE(SEE TRAFFIC PLAN)NEW LUMINAIRE POLE AND SIGN(SEE TRAFFIC PLAN)IE=20.0IE=21.0IE=19.94.5 MINIMUM FROMOUTSIDE OF TRENCH TOADJACENT TRAVEL LANE4.5'IE=20.022.6818.7418.7817.8017.7419.1219.5519.8824.6220.55g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2911/19/2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398C3-210GRADING DETAIL PLANR-4005099
9Catch Basin Type 112Pipe Outfall10Access Riser Detail7Filterra Standard Online Configuration Details11Asphalt Pavement Overlay with New Paving Section8Cement Concrete Curb5
D5D
D3DD
D
8" MINUS QUARRY SPALLSSAWCUT 12" MINIMUMINTO ROADWAY ASPHALTFROM EXISTING EDGEFINISH GRADESUBGRADENOTES:1.ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THEOVERLAY OF THE EXISTING ASPHALT ONLY AFTER BUILDING IMPROVEMENTS ARE COMPLETE2.SEE DETAIL C3.001 FOR GENERAL PAVING NOTES.EXISTING ASPHALT8" HMA CL 1/2" PG 64-22 PAVEMENT PER WSDOTSTDS6" CRUSHED SURFACING TOP COURSE COMPACTTO 95% MAX DENSITY6" CRUSHED SURFACING BASE COURSE COMPACTTO 95% MAX DENSITY12" (MIN) STRUCTURAL FILL AS REQUIRED OREXISTING SUBGRADE COMPCATED TO 95% MAXDENSITY PER ASTM D 1557RE-ESTABLISH DEPTH OF BASE UNDER REMOVEDASPHALT PAVEMENT A MINIMUM OF 12 INCHESBEYOND NEW PAVEMENT SECTION AND IN ANYLOCATIONS BASE COARSE IS EXPOSED. COMPACTTO 95% MAX DENSITY PER ASTM D 155712" MINEXISTING EDGE OF ROADWAY ASPHALT5Curb and Gutter Replacement Detailg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2910/01/2018LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398PAVING AND STORM DRAINAGE DETAILSC3-211R-40051010
1Coupling Band for Corrugated Metal Pipes12Filterra Peak Diversion (FTPD) Configuration Details11Storm Round Frame and Cover10Rectangular Solid Metal Cover9Catch Basin Installation4Miscellaneous Details for Drainage Structures3Rectangular Vaned Grate2Rectangular Frameg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2910/01/2018LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398PAVING AND STORM DRAINAGE DETAILSC3-212R-40051111
10203040501020304050Road Section (Sta 13+50)102030102030Road Section (Sta 10+50)102030102030Road Section (Sta 11+00)102030102030Road Section (Sta 11+50)Road Section (Sta 12+00)10203010203010203040501020304050Road Section (Sta 12+50)102030401020304010203040501020304050R/WR/WR/WR/WR/WFINISHED GRADEFINISHED GRADECONCRETE VERTICAL CURBAND GUTTER PER STD. PLAN 101FINISHED GRADEFINISHED GRADERoad Section (Sta 13+00)Road Section (Sta 14+00)FINISHED GRADER/WFINISHEDGRADEFINISHEDGRADE11' LANE5' BIKELANE11' LANE3'SHELFCONCRETE BARRIERTYPE SINGLE SLOPE.REFER TO STD PLANDETAIL.PROPOSEDIE=19.75 OFEX 72" SD11' LANE5' BIKELANE11' LANE3'SHELFCONCRETE BARRIERTYPE SINGLE SLOPE.REFER TO STD PLANDETAIL.STREAMBED SEDIMENT WITH4" STREAMBED COBBLES PERWSDOT STD 9-03.11(1)BW=20.5FG=22.0TW=26.5BW=26.5TW=32.5LWB HILFIKERSTRUCTURAL EARTHWALL AT LWBLWBHILFIKERSTRUCTURAL EARTHWALL AT LWBFG=22.0TW=32.5TW=26.5BW=26.5BW=20.5STREAMBED SEDIMENT WITH4" STREAMBED COBBLES PERWSDOT STD 9-03.11(1)SPIRAL NAIL PER HILFIKERSHOP DRAWINGSSPIRAL NAIL PER HILFIKERSHOP DRAWINGSCONCRETE VERTICAL CURBAND GUTTER PER STD. PLAN 101CONCRETE VERTICAL CURBAND GUTTER PER STD. PLAN 101CONCRETE VERTICAL CURBAND GUTTER PER STD. PLAN 101CONCRETE VERTICAL CURBAND GUTTER PER STD. PLAN 101CONCRETE VERTICAL CURBAND GUTTER PER STD. PLAN 10127.6'27'27'27'27'36.8'PROJECTC/LPROJECTC/LPROJECTC/LPROJECTC/LPROJECTC/LPROJECTC/LPROJECTC/LPROJECTC/LREFER TO SHEET C3-002 FOR ROADCENTERLINE GEOMETRY INFORMATION34.7'38.4'29.6'21'36'18.7'30.8'10.8'20'13.7'2.4'4.5'1.6'5.3'9.4'18.78g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTBBTBBLBJALC2909-03-2019LAKE WA BLVD IMPROVEMENTSPHASE lll FOR SOUTHPORT DEVELOPMENT TED-40-400533708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWKOUOUNRGDTHEELERINNCLP
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
LAKE WASHINGTON BOULEVARD IMPROVEMENTS - PHASE III FOR SOUTHPORT DEVELOPMENT
PR: 14-000082 LUA: 00-156 C17-004398CONSTRUCTION RECORD DRAWINGThis construction record drawing is a copy of a cad file prepared byCOUGHLIN PORTER LUNDEEN and has been edited to reflect fieldverified invert and rim elevations of the storm, sanitary sewer and watermain systems. Field verified invert and rim elevations were obtained byKLB IN AUGUST 2019The on-site private storm drainage facilities and public/private water andsewer systems were installed in accordance with the approved plans andthe documented field revisions and function as intended.ROADWAY SECTIONSC3-220R-40051212