HomeMy WebLinkAboutRecord Drawings - Southport Park Ave ExtensionCIVIL COVER SHEETTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.SurveyorCivil EngineerOwnerTransportation Engineer SECO DEVELOPMENT1133 LAKE WASHINGTON BLVD N, SUITE 90RENTON, WA 98056(425) 282-5833 CONTACT: DEREK JANKECOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: BART BALKO, PETENW11400 SE 8TH ST, SUITE 200BELLEVUE, WA 98004(425) 250-5004 CONTACT: ELYSE STEMMLER, PEBUSH ROED & HITCHINGS2009 MINOR AVENUE EASTSEATTLE, WA 98102PHONE: (206) 323-4144 CONTACT: TAYLOR SCHULTESheet IndexC-000CIVIL COVER SHEETC-001CIVIL GENERAL NOTESC-002HORIZONTAL CONTROL PLAN OVERALLC-101DEMOLITION AND TESC PLANC-102DEMOLITION AND TESC PLANC-110TESC DETAILSC-201ROADWAY PLANC-202ROADWAY PLANC-210STORM DRAINAGE DETAILSC-211STORM DRAINAGE DETAILSC-212ROADWAY GRADING DETAILSC-220ROADWAY PLAN AND PROFILEC-221ROADWAY PLAN AND PROFILEC-222ROADWAY PLAN AND PROFILEC-223ROADWAY PLAN AND PROFILEC-301UTILITY PLANC-310UTILITY DETAILSC-311UTILITY DETAILSC-320UTILITY PROFILEC-401PAVING PLANC-402PAVING PLANC-410PAVING DETAILSC-411PSE FENCE DETAILC-412C.O.R. PAVING DETAILSXS-ALTA-00 SURVEYPM-01 PAVEMENT MARKING PLANPM-02 PAVEMENT MARKING PLANPM-03 PAVEMENT MARKING PLANIL-01 ILLUMINATION PLANIL-02 ILLUMINATION PLANPC-01 PHOTOMETRIC CALCULATIONSVertical DatumHorizontal DatumNAD 83/91NAVD 88Basis of BearingsCITY OF RENTON DATUM LOT LINE ADJUSTMENTNO. LUA 98-176BenchmarkCITY OF RENTON BENCHMARK NO. 1847(LOCATION)ELEV= 37.84Utility ProvidersSANITARY SEWERS, STORM DRAINAGE, WATERCITY OF RENTONDEVELOPMENT SERVICES1055 SOUTH GRADY WAYRENTON, WA 98055(425)430-7200POWER AND NATURAL GASPUGET SOUND ENERGYMUNICIPAL LAND PLANING815 MERCER STSEATTLE, WA 981091-800-CALLPSE(206)224-2120Site InformationSITE INFORMATIONTOTAL SITE AREA: 10.09 ac.TOTAL WORK AREA: 2.64 ac.TOTAL NET NEW IMPERVIOUS AREA ADDED BY THE PROJECT: 0.0 SFNOTE: ALL EXISTING SURFACES ARE ALREADY IMPERVIOUSVicinity MapSCALE 1'=400'Legal DescriptionPARCEL A:LOTS A AND C OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 98-176, RECORDED UNDERRECORDING NO. 9902019014, RECORDS OF KING COUNTY, WASHINGTON.PARCEL B:A NON-EXCLUSIVE EASEMENT FOR USE OF AN ACCESS AND MAINTENANCE ROAD OVER, ALONG,ACROSS AND THROUGH THE FOLLOWING DESCRIBED PROPERTY:THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M., KING COUNTY, WASHINGTON, AND ALL THOSE PORTIONS OF LAKE WASHINGTON SHORE LANDSFRONTING THEREON, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SECTION 8, TOWNSHIP 23NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE NORTHWEST CORNER OF THE NORTHEASTQUARTER OF SAID SECTION 8;THENCE WESTERLY ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 AND SUCH LINE PRODUCEDWESTERLY 959.35 FEET, TO THE WESTERLY MARGIN OF BURLINGTON NORTHERN RAILROADCOMPANY'S RIGHT OF WAY (FORMERLY NORTHERN PACIFIC RAILWAY COMPANY'S LAKE WASHINGTONLINE) AND THE TRUE POINT OF BEGINNING;THENCE SOUTHERLY ON A CURVE TO THE RIGHT, ON SAID WESTERLY MARGIN OF BURLINGTONNORTHERN RAILROAD COMPANY'S RIGHT OF WAY, THE RADIUS POINT OF WHICH BEARS NORTH74°38'01" WEST, SAIDCURVE HAVING A RADIUS OF 1388.68 FEET, THROUGH AN INCLUDED ANGLE OF 4°14'26" FOR AN ARCLENGTH OF 102.78 FEET (102.76 FEET CHORD DEF.);THENCE SOUTH 75°44'38" WEST 240.72 FEET;THENCE SOUTH 46°51'03" EAST 232.84 FEET;THENCE SOUTH 88°48'46" EAST 94.33 FEET TO THE TRUE POINT OF BEGINNING;(BEING A PORTION OF PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-176,RECORDED UNDER KING COUNTY RECORDING NO. 9902019014.)PARK AVE NB
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BLVD RECORD DRAWINGSJULY 07, 2022PARK AVENUERENTON, WA 98056Southport Park Avenue ExtensionPROJECTAREACIVIL ABREVIATIONSCBCATCH BASINCONCCONCRETECORCITY OF RENTONDEMODEMOLITIONELEC'LELECTRICALEXEXISTINGHHORIZAONTALIEINVERT ELEVATIONLLENGTHMAXMAXIMUMMIDMIDPOINTMINMINIMUMNTSNOT TO SCALEPCPOINT OF CURVEPIPOINT OF INTERSECTIONPSEPUGET SOUND ENERGYPTPOINT OF TRANSITIONRRADIUSSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL CURVEWSDOTWASHINGTON STATEDEPARTMENT OFTRANSPORTATIONDOE NPDES WAR PERMIT NO.A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.PARK AVENUE EXTENSION BY SECO IS A PRIVATE ACCESSWHICH WILL GIVE PUBLIC ACCESS EASEMENT TO CITY.STREET LIGHTING IS PRIVATELY INSTALLED, OWNED, ANDMAINTAINED BY SECO.1R
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.INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.C PLAN,SHEET C-101.6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.7.BACKFILL ROAD GRADE AND SURROUNDING AREAS.8.INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS.9.VEGETATE AND STABILIZE SITE.10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.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.15.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITHTHE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT 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 IDENTIFY WHICH 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.1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN AREBASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS ASSUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROMOWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THEOWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THISINFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THECONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THEDRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERTELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTORPRIOR TO CONSTRUCTION.2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFYTHE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONSDIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWNSUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROMTHOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT INWORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTORAND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATIONFOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEERHAS APPROVED THE WORK IN WRITING.3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FORFIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALLKNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVEBEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THEUNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TOTHAT UTILITY.4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, ANDCITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES.THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIESAND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE.5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEENDISCONNECTED.6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL,CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCALAGENCY REQUIREMENTS.7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORKWITH LOCAL UTILITY PURVEYORS.8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DONOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUTPERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESSALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES ANDORDINANCES.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 ORIGINALCONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENTSTRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NOADDITIONAL 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 EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF ORICING.14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS ASINDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALLBE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TOREMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BYMAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BEREMOVED.15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEWCONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMEDIN A MANNER TO PROTECT PROPERTY.16.MAKE CUTS AT CLOSEST PAVING JOINT.17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKINGALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERALCONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIEDLAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TOTHE CONTRACTOR'S CREW WHILE CONTROL IS BEING PERFORMED, ALL NECESSARYRELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE PRESENT ON SITEFOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NOADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT ANDCERTIFYING THE ACCURACY OF WORK ON THE SITE.18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THEAREA OF DEMOLITION.19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTENPERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTESARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED.20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS ANDSTAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING.21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OFBY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENTREGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECTSITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER,WETLAND, OR IN ANY PROJECT SITE, SHOVED ONTO ABUTTING PRIVATEPROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON STREET ORALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THEPRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANYDEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT.NOTES SHEETTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.2R
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22'0.5'6'PC: 12+22.2 (14.0' LT)PT: 13+72.2 (16.0' LT)PT: 14+57.2 (16.5' LT)MID: 12+96.5 (15.0' LT)MID: 14+14.7 (16.0' LT)MID: 14+50.7 (24.0' RT)PT: 13+95.1 (26.6' RT)PT: 13+55.6 (22.0' RT)MID: 12+89.3 (22.0' RT)PC: 12+23.0 (22.0' RT)R: 99'L: 100.82'Δ: 58°20'57.5"R: 71'L: 124.04'Δ: 100°05'46.5"R: 108'L: 166.51'Δ: 88°20'14.3"R: 59'L: 77.69'Δ: 75°26'46.7"STA 10+89.4 (28.5' RT)STA 12+31.2 (29.1' RT)STA 12+56.2 (32.6' RT)ROCKERYSEE DETAIL1 C-212STA 11+02.2 (31.5' RT)STA 10+98.3 (28.7' RT)STA 11+09.4 (28.5' RT)END PAVING AND CURB WORK ATSTATION=14+75.000102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)LegendLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPOSED DITCHNotes1. ROCKERY STATION AND OFFSETS ARE TAKEN AT TOP BACK OF ROCK1 C-212TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.HORIZONTAL CONTROL PLAN OVERALL3R
PARCEL AREMOVE EX SIDEWALKREMOVE EX CURBREMOVE EXTREES (TYP)REMOVE EX CURBPROTECT EX CB TO REMAINPROTECT EX4" GAS LINEPROTECT EXELEC'L LINEPROTECT EXTEL LINEREMOVEEX CONCPADINLET PROTECTION (TYP)SEE DETAILSAWCUT ANDREMOVE EXASPHALT (TYP)PROTECT EX DRIVEWAYPROTECT EX 12"STORM LINEREMOVE EX FENCEAFTER PSE FENCEIS INSTALLED4C-110SILT FENCESEE DETAILREMOVE EXASPHALT3C-110PSE STANDARD SECURITYFENCE ALONG INTERIOR SITELIMIT. SEE DETAILPROTECT EX WATER VALVESPROTECT EXWATER LINEPROTECT EXGAS LINE1C-411INLET PROTECTION(TYP) SEE DETAIL4C-110REMOVE EX OVERHEADPOWER, COORDINATERELOCATION WITH PSEREMOVE EXUTILITYSERVICE POLEREMOVE EXFENCE (TYP)TIE CONSTRUCTION GATE INTO EX FENCE. TO BEREMOVED AT CONSTRUCTION COMPLETION ORAS CONSTRUCTION REQUIRESINLET PROTECTION(TYP) SEE DETAIL4C-110ABANDON PIPE IN PLACE. REMOVEWHERE PIPE CONFLICTS WITHPROPOSED INFRASTRUCTURE (TYP)REMOVE EX OVERHEADPOWER AND TELEPHONE,COORDINATE RELOCATIONWITH PSE AND OTHERUTILTY PROVIDERS.REMOVE EXFENCE (TYP)PROTECT EXCB TO REMAINREMOVE (3) EXBOLLARDSREMOVE EX FIRE HYDRANT ANDGATE VALVE, INSTALL 6" BLINDFLANGE ON EXISTING TEE.PROTECT WATER METERVAULT AND WATER SERVICEINFRASTRUCTUREREMOVE REINFORCED HEAVY DUTYCONCRETE SLAB ON GRADEREMOVE EXASPHALTPROTECT EXPOWER POLETO REMAINPROTECT EXPOWER POLETO REMAINPROTECT EXFENCE (TYP)START SILT FENCESEE DETAILEND SILT FENCESEE DETAILPARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.3C-1103C-110REMOVE 6" CP SD LINE AND CAPREMOVE EXCATCH BASINSAWCUT ANDREMOVE EXASPHALTSEE C-301 FOR PROPOSEDWATER LINE CONNECTION.COORDINATE WITH CITY FORTIMING OF CONNECTION.CUT AND TEMP CAPEX STORM PIPESEE SHEET C-201FOR NEW STORMCONNECTIONREMOVE EX FENCEAFTER PSE FENCE ISINSTALLED (TYP)ABANDON PIPE IN PLACE. REMOVEWHERE PIPE CONFLICTS WITHPROPOSED INFRASTRUCTURE (TYP)SALVAGE EX ANGLE IRON TO BE RESTOREDON PROPOSED CONCRETE PAD0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)LegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTDEMOLISH BUILDINGDEMO FENCINGTEMPORARY CONSTRUCTION GATETREE PROTECTIONINLET PROTECTIONSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPFILTER FABRIC FENCINGDEMO TELCOM SERVICEDEMO OVERHEAD POWERINCLUDE INLET PROTECTION ONALL NEW CB'S ONCE INSTALLEDAND FUNCTIONINGTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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 TESC PLAN4CONTINUED - SEE SHEET C-102
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REMOVE EX SIDEWALKREMOVE EX CURBREMOVE EXTREES (TYP)PROTECT EX CB TO REMAINPROTECT EX4" GAS LINEPROTECT EXELEC'L LINEPROTECT EXTEL LINEREMOVEEX CONCPADPROTECT EX DRIVEWAYPROTECT EX 12"STORM LINEPROTECT EX WATER VALVESPROTECT EXWATER LINEPROTECT EXGAS LINEREMOVE (3) EXBOLLARDSREMOVE EX FIRE HYDRANT ANDGATE VALVE, INSTALL 6" BLINDFLANGE ON EXISTING TEE.PROTECT WATER METERVAULT AND WATER SERVICEINFRASTRUCTUREREMOVE REINFORCED HEAVY DUTYCONCRETE SLAB ON GRADEREMOVE EX CURBPROTECT EXFIRE HYDRANTTO REMAINPROTECT EXPSE UTILITIESPROTECT 12" WATER LINE TO REMAINSAWCUT AND REMOVE EX ASPHALT (TYP)SHEET SHEET C-202 FOR CATCHBASIN INSTALLATION ON EX PIPEPROTECT EXTREES TO REMAINREMOVE EX CURBPROTECT 12" WATER LINE TO REMAINSEE SHEET C-202 FOR PROPOSED STORM CONNECTION TO FLUME.DESIGN BUILD DEWATERING PLAN REQUIRED FOR CONNECTIONPROTECTEX TREESTO REMAINPROTECT EX CATCH BASIN TO REMAIN. SEESHEET C-202 FOR NEW PIPE CONNECTIONSAWCUT & REMOVE ASPHALTSALVAGE EX ANGLE IRON TO BE RESTOREDON PROPOSED CONCRETE PAD0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)LegendREMOVE TREE(S)SAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTDEMOLISH BUILDINGDEMO FENCINGTEMPORARY CONSTRUCTION GATETREE PROTECTIONINLET PROTECTIONSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPFILTER FABRIC FENCINGDEMO TELCOM SERVICEDEMO OVERHEAD POWERINCLUDE INLET PROTECTION ONALL NEW CB'S ONCE INSTALLEDAND FUNCTIONINGTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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. PLAN5CO
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7Weighted Plastic Sheeting6Sediment Trap5Not Used4Catch Basin Insert2Tree Protection1Not UsedNOTE:MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERMCROSS SECTIONNTSOVERFLOW SPILLWAY6' MIN WIDTH1.5' SEDIMENT STORAGE2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK,1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL5' MAX1' OVERFLOW DEPTH4' MIN1' DEPTH 2" - 4" ROCK9311OUTFLOWCHANNEL IFCONSTRUCTED BYEXCAVATIONFILTER FABRICFENCING2' SETTLING DEPTH1.5' SEDIMENT STORAGENOTES:1.TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING.2.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED.3.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL.4.DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OFAREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.5.IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP-RAP, OR OTHER SUITABLE PROTECTIONSHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.TERMINATE AT LEVEL AREA. FOLDUNDER 4" AND STAPLE AT 12" INTERVALSPROVIDE ENERGY DISSIPATIONAT TOE WHEN NEEDED3' MIN10' MAXBUILDING PADCONVEY RUNOFF TOAPPROVED LOCATION10' MAXTOE IN SHEETING IN 4"x4"TRENCH A MINIMUM OF 8'SETBACK FROM TOP OFSLOPE. BACKFILL WITHWASHED ROCKMIN 4' SETBACKFROM TOP OF SLOPE3Silt FenceTREE PROTECTION MEASURES DURING CONSTRUCTIONA. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANYEQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALLIMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIPLINE OF ANY TREE TO BE RETAINED.B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALLERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAINLINK TEMPORARY CONSTRUCTION FENCING AROUND THEDRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE ANDONE-QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, ORALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACE CARDS SHALL BE PLACED ON FENCINGEVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALLBE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THEAPPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.C. PROTECTION FRO GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE PROTECTED IS TOBE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL WELL AROUND THE TREE. THEDIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE.D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALLIMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BERETAINED.E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUNDANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREA: (1)THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (2) AN AREA AROUND THE TREE EQUAL TO ONEAND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREEPROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED.F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELYAND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THEPROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECTPROTECTED GROUND COVER PLANTS.G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORISTOR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENTACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANYTREES AND GROUND COVER THAT ARE TO BE RETAINED.TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.TESC DETAILS6R
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y Park Avenue North22.4522.1022.08EX 18" PSE BYPASSSTORM SYSTEMCENTERLINE OFROAD DESIGNPROFILE21.6021.6621.70NOTE:PROPOSED STORM WATERSYSTEM IS PRIVATELYOWNED AND MAINTAINEDCONNECT TO EX CBIE=18.00 12" (IN)SEIE=18.00 18"(OUT)NWCONNECT TO EX CBIE=18.36 8"(IN)SWIE=18.36 8"(OUT)NECONTRACTOR TO RAISE RIM TOGRADE AND INSTALL NON-SKID LIDRIM=23.4512" WATER MAIN IN 24"STEEL CASINGCONSTRUCTED BYPUBLIC PORTION OFPARK AVENUEEXTENSION PROJECT.SHOWN FORREFERENCE ONLY32.0021.70PROPOSEDFENCEADA RAMP SEE DETAIL6C-212ADA RAMPSEE DETAIL1 C-2125'TW=24.10BW=23.00TW=25.10BW=23.00TW=25.55BW=23.50TW=24.50BW=24.00PARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.RAISE MH LID TO GRADEBP: 7+32.10EP: 15+49.78PI: 15+00.22PC: 9+43.28PC: 12+23.01PT: 10+34.03PT: 14+55.86PRC: 13+72.82Mid: 9+88.65Mid: 12+97.92Mid: 14+14.344C-21030' DRIVEWAY APRONAND CONCRETE PADSEE ENLARGEMENT3C-212CONNECT TO EX CBIE=19.41 8"(OUT)NTW=23.50BW=23.0022.3822.5422.7222.17RIDGE LINE22.6422.48APPLY ECO - MIX HYDROSEEDON ALL 3:1 FILL SLOPESLEVEL PAD FORFUTURE DESIGN -BUILD SIGN (UNDERSEPARATE PERMIT)REMOVE THRU-CURB FRAMEAND GRATE & REPLACE WITHNEW STANDARD FRAME WITHADA HERRINGBONE GRATEPLACE ADDITIONALSTRUCTURAL FILL SOIL AT BASEOF SLOPE TO ELIMINATE LOWPOINT AS NEEDED TO PREVENTPONDING AGAINST SLOPEEND PAVING AND CURB WORK ATSTATION=14+75.00STATION=15+00.22TEMPORARY 1.5:1 SLOPE DOWN TO EXISTING. FINAL GRADING AND PAVINGSHALL BE COMPLETED BY THE CITYEL=32.18TC 31.86BC 31.3631.90TC 32.37BC 31.87107 LF 12" DI @ 0.8%31 LF 12"DI @ 0.7%39 LF 12" DI @ 0.8%41 LF 12" DI @ 1.0%92 LF 12" DI @ 0.6%92 LF 12" DI @ 0.5%73 LF
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PVC @ 3.2%40 LF 12"PVC @ 3.1%41 LF 12"PVC @ 3.7%CB#A4 CB TYPE IRIM=22.07IE=17.47 18"(IN)NWIE=17.57 12"(IN)SW/ SOLIDLOCKING LIDCB#A5 CB TYPE IRIM=21.45IE=19.50 12"(IN)SEIE=18.45 12"(OUT)N4 CARTRIDGE STORMFILTERSEE DETAILCB#A6 CB TYPE IRIM=22.11IE=19.71 12"(IN)SIE=19.71 12"(OUT)NWCB#A7 CB TYPE IRIM=22.26IE=20.01 12"(IN)SIE=20.01 12"(OUT)NCB#A8 CB TYPE IRIM=22.52IE=20.47 12"(IN)SIE=20.42 12"(OUT)NCB#A9 CB TYPE IRIM=23.18IE=20.98 12"(IN)SIE=20.98 12"(OUT)NCB#A10 CB TYPE IRIM=24.24IE=21.44 12"(IN)SEIE=21.44 12"(OUT)NCB#A11 CB TYPE IRIM=25.98IE=21.88 12"(IN)EIE=21.88 12"(OUT)NWCB#A12 CB TYPE IRIM=28.44IE=24.44 12"(IN)EIE=24.39 12"(OUT)WCB#A13 CB TYPE IRIM=30.25IE=26.20 12"(IN)EIE=26.25 12"(OUT)WCB#A14 CB TYPE IRIM=31.18IE=27.38 12"(IN)NEIE=27.43 12"(OUT)W12" SDCORIM TO GRADEIE=28.91CB#C2 CB TYPE IRIM=21.96IE=19.67 12"(OUT)NE1 CARTRIDGE STORMFILTERSEE DETAILCB#C1 CB TYPE I-LRIM=21.99IE=18.19 12"(IN)SWIE=17.69 18"(IN)SEIE=17.69 18"(OUT)NW38 LF 12" DI @ 3.9%17 LF 12"DI @ 1.0%CB#B1 CB TYPE IRIM=22.52IE=18.17 8"(IN)SEIE=18.17 12"(OUT)N19 LF 8" DI @ 0.6%126 LF 8" DI @ 0.9%7C-211CB#D1 CB TYPE IRIM=21.82CONNECT TO EX8" STORM DRAINLegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERWATER MAINSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBROCKERY WALLGRAVEL0102040SCALE 1"=20'TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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 GRADING AND DRAINAGE PLAN7CONTINUED - SEE SHEET C-202
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22.1022.08EX 18" PSE BYPASSSTORM SYSTEM21.6021.6621.7021.70ADA RAMP SEE DETAIL6C-212ADA RAMPSEE DETAIL1 C-212PROTECT EX HYDRANTTO REMAINEND NEW CURBMATCH EX GRADES4C-210REMOVE THRU-CURB FRAMEAND GRATE & REPLACE WITHNEW STANDARD FRAME WITHADA HERRINGBONE GRATECB#A2 CB TYPE I-LRIM=21.97IE=17.37 18"(IN)SIE=17.27 18"(OUT)NEW/ SOLIDLOCKING LIDCB#A1 CB TYPE I-LRIM=21.63IE=17.03 18"(IN)SE (EX)IE=17.03 18"(IN)SWIE=16.93 18"(OUT)NW (EX)W/ SOLIDLOCKING LIDCB#A3 CB TYPE I-LRIM=21.89IE=17.49 18"(OUT)SEIE=17.44 18"(OUT)NW/ SOLIDLOCKING LID39 LF 18" DI @ 0.2%39 LF 18"DI @ 0.1%12 LF 18" DI @ 2.0%107 LF 12" DI @ 0.8%31 LF 12"DI @ 0.7%39 LF 12" DI @ 0.8%CB#A4 CB TYPE IRIM=22.07IE=17.47 18"(IN)NWIE=17.57 12"(IN)SW/ SOLIDLOCKING LIDCB#A5 CB TYPE IRIM=21.45IE=19.50 12"(IN)SEIE=18.45 12"(OUT)N4 CARTRIDGE STORMFILTERSEE DETAILCB#A6 CB TYPE ICB#C2 CB TYPE IRIM=21.96IE=19.67 12"(OUT)NE1 CARTRIDGE STORMFILTERSEE DETAILCB#C1 CB TYPE I-LRIM=21.99IE=18.19 12"(IN)SWIE=17.69 18"(IN)SEIE=17.69 18"(OUT)NW38 LF 12" DI @ 3.9%17 LF 12"DI @ 1.0%7C-211CONNECT TO EXISTING SDMHIE=17.58 24"(IN)WCB TYPE ILRIM=21.97 (MATCH EX GRADE)IE=18.15 24"(OUT)NIE=18.24 24"(IN)SCB TYPE 1LRIM=21.99IE=18.74 24"(IN/OUT)S/NIE=20.22 4" ECONNECT TO EXISTING STRUCTUREON FLUME TO PROVIDESTORMWATER OVERFLOW ROUTE TONEW STORM PIPE CONNECTIONIE=18.90 12"(OUT)WCONFIRM ELEVATION OF BOXSTRUCTURE DURING CONSTRUCTIONCONNECT TO EXISTINGTYPE II CBRIM=22.25IE=19.02 24"(OUT)NEXISTING 18" STORMCONNECTION TO FLUMESHOWN FOR REFERENCE67 LF 24" SD DI @ 0.4%99 LF 24" SD DI @ 0.5%11 LF 24" SD DI @ 4.4%BASED ON ASBUILT CONDITIONS THE NEW 18"STORM PIPE SHOULD PASS OVER THEEXISTING HYDRANT PIPE AND EXISTING FDCPIPE. AVOID IMPACTS TO FH AND FDC WITHSTORM PIPE INSTALLATION, PROTECT DURINGTRENCHING AND INSTALLATION. PROVIDEETHAFOAM PAD BETWEEN TOP OF STORMWATER PIPE AND BOTTOM OF STORM PIPE.(2) 4" SDR 35 PVC LINES(2) 22.5° BEND(2) 22.5° BENDLegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERWATER MAINSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBROCKERY WALLGRAVEL0102040SCALE 1"=20'TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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 GRADING AND DRAINAGE PLAN8CO
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1Catch Basin Type 16Storm Round Frame and Cover4Cartridge Contech CB Stormfilter5Catch Basin Installation8 Miscellaneous Details for Drainage Structures7 Rectangular Vaned Grate2Rectangular FrameTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.STORM DRAINAGE DETAILS09R
7( 4 ) Cartridge Catchbasin Stormfilter Standard DetailSLOPE LID 2% CROSS SLOPE TO MATCH PAVEMENT SLOPE.NOTE:CATCH BASIN CONFIGURATION SHOWNFOR REFERENCE ONLY. REFER TO DATATABLE FOR CONFIGURATION OF FILTERSAND INLET GRATE.1Not Used2Not Used8Catch Basin Type 1L3Not Used4Not UsedTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.STORM DRAINAGE DETAILS10R
1 Reinforced Fill / Rockery Rockery Cross Section4ADA Grading5ADA Grading3Driveway Grading6Not Used61COMPACTED STRUCTURAL FILLMIRAFI 5XT GEOGRID OR EQUIVALENTREINFORCEMENT APPROVED BYGEOTECHNICAL ENGINEER (SEEREINFORCING SCHEDULE BELOW)CRUSHED ROCK FILTERMATERIAL, BETWEEN 1.5" & 3"SIZE WITH LESS THAN 2% FINES12"MINKEYWAYH/3KEYWAY SHOULD BE SLOPED DOWNTOWARDS THE FACE BEING PROTECTED18" MIN8' MAXLNOTE:1.REINFORCED FILL REQUIRED IN FILL SECTION ONLY2.ROCKERY STATIONS AND OFFSETS TAKEN AT TOP BACK OF ROCKGEOGRID REINFORCING SCHEDULEROCKERY HEIGHT4'6'NO. OF GRID LAYERS23GRID LENGTH (L)4'5'1.5'1.5'1.5'1.5'FIRM UNDISTURBEDSOIL TO BE VERIFIEDBY SOIL ENGINEERSIDEWALK PER PLAN8'46.5'3'14'8+5022.197.5%7.8%1.6 %21.7021.6021.7021.66TC 22.15BC 21.86TC 22.08BC 21.8322.7221.706'6'22.159+002222.1022.080.
9
%
-0.
9
%6.8%-6.8%0.6%
-0.6%
0.8
%
-0.
8
%TC 22.99BC 22.4923.05CB#C1 CB TYPE I-LRIM=21.99CB#C2 CB TYPE IRIM=21.9610+0022TC 22.50BC 22.0021.7122.7122.7622.94TC 22.76BC 22.26TC 22.50BC 22.005.7%6.6%TC 22.64BC 22.1422.1822.291.8
%22.2922.411
3
.
8
'90.6'22.8'28.9'30
.
7
'1.9'REINSTALL SALVAGED ANGLEIRON. REPAINT SAFETY YELLOWTC 22.82BC 22.3222.0322.00CB#A5 CB TYPE IRIM=21.45CB#A6 CB TYPE IRIM=22.11TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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 GRADING DETAILS11R
Typical Private Road Section STA 10+38.89 to 12+23.012.0%11'TRAVEL LANE11'TRAVEL LANE1ASPHALTPER DETAIL2313SIDEWALK PER COR STDPLAN 102 SEE DETAILROADWAY BASEPER DETAIL24CURBS PER COR STDPLAN 103 SEE DETAIL6'4'MIN.(VARIES)14'TRAVEL LANEMAX312.5'PROPOSEDGRADE5ROCKERYPER DETAIL56C-4104C-4106C-4103C-4101 C-21211+0011+5012+0012+5013+0021.0823.4121.2723.5121.5123.6121.6023.7121.6223.8121.63
23.91
21.64
24.01
21.66
24.11
21.67
24.21
21.73
24.32
21.81
24.46
21.81
24.63
21.80
24.83
21.79
25.07
21.79
25.33
21.81
25.62
21.84
25.94
21.87
26.30
21.91
26.68
21.94
27.08
21.89
27.48
21.90
27.88
21.98
28.28
22.03
28.68 PROPOSED GRADE@ ℄ ROADEXISTING GRADE@ ℄ ROAD4.00%1.00%100' VCPVI STA 12+40.95EL=24.72'K=33.33BVC STA 11+90.95
EL=24.22
EVC STA 12+90.95
EL=26.72
77 LF 12" PVC @ 3.3%CB#A11 CB TYPE IRIM=25.98IE=21.88 12"(IN)EIE=21.88 12"(OUT)NW73 LF 12" DI @ 0.6%CB#A10 CB TYPE IRIM=24.24IE=21.44 12"(IN)SEIE=21.44 12"(OUT)N92 LF 12" DI @ 0.5%92 LF 12" DI @ 0.5%CB#A9 CB TYPE IRIM=23.18IE=20.98 12"(IN)SIE=20.98 12"(OUT)N8+609+009+5010+0010+5011+00PROPOSED GRADE22.14
22.20
22.26
22.32
22.38
22.44
22.50
22.56
22.62
22.38
22.68
22.38
22.74
22.38
22.80
22.38
22.86
22.38
22.92
22.35
22.98
22.24
23.04
21.98
23.10
21.71
23.16
21.44
23.22
21.25
23.31 0.52%0.60%22.10
92 LF 12" DI @ 0.6%CB#A8 CB TYPE IRIM=22.52IE=20.47 12"(IN)SIE=20.42 12"(OUT)NCB#A7 CB TYPE IRIM=22.26IE=20.01 12"(IN)SIE=20.01 12"(OUT)N41 LF 12" DI @ 1.0%39 LF 12" DI @ 0.8%CB#A6 CB TYPE IRIM=22.11IE=19.71 12"(IN)SIE=19.71 12"(OUT)NWCB#C2 CB TYPE IRIM=21.96IE=19.67 12"(OUT)NE1 CARTRIDGE STORMFILTERSEE DETAIL38 LF 12" DI @ 3.9%CB#C1 CB TYPE I-LRIM=21.99IE=18.19 12"(IN)SWIE=17.69 18"(IN)SE(EX)IE=17.69 18"(OUT)NW(EX)4C-210 ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.051020SCALE 1"=10' HORZ, 1"=5' VERTCONTINUED - SEE ABOVE
12CONTINUED - SEE BELOW051020SCALE 1"=10' HORZ, 1"=5' VERTCONTINUED - SEE SHEET C-203R
13+5014+0014+5015+0015+20STA 15+00.22PARK AVENUE TIE INEL=32.18PROPOSED GRADE22.0829.0822.0829.4621.9129.8221.7130.1521.6230.4521.76
30.72
21.94
30.96
22.14
31.17
22.36
31.35
22.62
31.50
22.88
31.63
22.98
31.74
22.98
31.85
23.05
31.96
23.12
32.07
23.19
32.18
23.26 1.10%100' VCPVI STA 14+00.00EL=31.08'K=34.48BVC STA 13+50.00EL=29.08
EVC STA 14+50.00
EL=31.63PROPOSED GRADE@ ℄ ROADEXISTING GRADE@ ℄ ROAD12" WATER MAIN IN 24" STEEL CASINGCONSTRUCTED BY PUBLIC PORTION OFPARK AVENUE EXTENSION PROJECT.SHOWN FOR REFERENCE ONLYBNSF ROWCB#A14 CB TYPE IRIM=31.18IE=27.38 12"(IN)NEIE=27.43 12"(OUT)W40 LF 12" PVC @ 3.1%12" SECO-STORM X'INGIE=28.24CB#A13 CB TYPE IRIM=30.25IE=26.20 12"(IN)EIE=26.25 12"(OUT)W57 LF 12" PVC @ 3.2%CB#A12 CB TYPE IRIM=28.44IE=24.44 12"(IN)EIE=24.39 12"(OUT)WTypical Private Road Section STA 10+38.89 to 12+23.012.0%11'TRAVEL LANE11'TRAVEL LANE1ASPHALTPER DETAIL2313SIDEWALK PER COR STDPLAN 102 SEE DETAILROADWAY BASEPER DETAIL24CURBS PER COR STDPLAN 103 SEE DETAIL6'4'MIN.(VARIES)14'TRAVEL LANEMAX312.5'PROPOSEDGRADE5ROCKERYPER DETAIL56C-4104C-4106C-4103C-4101 C-212 ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.051020SCALE 1"=10' HORZ, 1"=5 VERTCONTINUED - SEE SHEET C-202
13R
9+8010+0010+5011+0011+5012+0012+4021.2721.2721.0821.0820.9520.95
20.97
20.97
21.17
21.17
21.38
21.38
21.58
21.58
21.78
21.78
21.98
21.98
21.85
21.85
21.68
21.68
21.51
21.51
21.34
21.34
21.17
21.17
21.01
21.01
20.84
20.84
21.30
21.30
21.54
21.54
21.73
21.73
21.93
21.93
22.07
22.07
21.2721.0820.95
20.97
21.17
21.38
21.58
21.78
21.98
21.85
21.68
21.51
21.34
21.17
21.01
20.84
21.30
21.54
21.73
21.93
22.07 PROPOSED GRADECB#C1 CB TYPE I-LRIM=21.99IE=18.19 12"(IN)SWIE=17.69 18"(IN)SE(EX)IE=17.69 18"(OUT)NW(EX)22 LF 18" CPEP @ 1.4%17 LF 12" DI @ 1.0%CB#B1 CB TYPE IRIM=22.52IE=18.17 8"(IN)SEIE=18.17 12"(OUT)N19 LF 8" DI @ 0.6%126 LF 8" DI @ 0.9% ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.051020SCALE 1"=10' HORZ, 1"=5' VERT14R
50+0050+5051+0051+5052+0052+50PARKAVENUE ℄PROPOSED GRADECB#A6 CB TYPE IRIM=22.11IE=19.71 12"(IN)SIE=19.71 12"(OUT)NW31 LF 12" DI @ 0.7%CB#A5 CB TYPE IRIM=21.45IE=19.50 12"(IN)SEIE=18.45 12"(OUT)N4 CARTRIDGE STORMFILTERSEE DETAIL107 LF 12" DI @ 0.8%107 LF 12" DI @ 0.8%CB#A4 CB TYPE IRIM=22.07IE=17.47 18"(IN)NWIE=17.57 12"(IN)SW/ SOLIDLOCKING LID39 LF 18" DI @ 0.1%CB#A3 CB TYPE I-LRIM=21.89IE=17.49 18"(OUT)SEIE=17.44 18"(OUT)NW/ SOLIDLOCKING LID39 LF 18" DI @ 0.2%CB#A2 CB TYPE I-LRIM=21.97IE=17.37 18"(IN)SIE=17.27 18"(OUT)NEW/ SOLIDLOCKING LIDCB#A1 CB TYPE I-LRIM=21.63IE=17.03 18"(IN)SE(EX)IE=17.03 18"(IN)SWIE=16.93 18"(OUT)NW(EX)W/ SOLIDLOCKING LID12 LF 18" DI @ 2.0%4C-210 ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.051020SCALE 1"=10' HORZ, 1"=5' VERT15R
PARCEL A7+328+009+0010+0011+0012+0013
+
0
0
14+00
15
+
0
0
15+507+508+509+5010+5011+5012+5013+50
14
+
5
0
PARK AVENUEEXTENSIONPROJECT TO BEBUILT BY THECITY. SHOWN FORREFERENCE ONLY.STA 13+71.69 (30.85) RT(1) FIRE HYDRANTASSEMBLY PER CORSTDS 27 LF 6" W DI CL52W/THRUST BLOCKINGSTA 10+65.5 (30.6' RT)(1) FIRE HYDRANTASSEMBLY PER COR STDS21 LF 6" DI CL52W/THRUST BLOCKINGINSTALL 12" CAP AT STA 14+95.42.(1) MEGALUG (RJ) WITH RODCONNECTION TO DEADMANTHRUST RESTRAINTCITY WATER MAININSTALLEDWITHIN PIPECASING UNDERBNSF TRACKSEXISTING FDC ANDPIV TO REMAINEXISTING FDC AND PIV TO REMAIN(1) FIRE HYDRANTASSEMBLY PER COR STDS26 LF 6" DI CL52W/THRUST BLOCKING11'15'EXISTING 15-FTPUBLIC WATEREASEMENT15'PROPOSED 15-FT PUBLICWATER EASEMENTJOINT UTILITY TRENCH FORFUTURE USE. CAP ALLPATHWAYS AND ROUTE (1)6"CONDUIT VERTICALLY TOGRADE & CAP WITH THREADEDPVC CAP AND CONCRETE RINGSEE DETAIL4C-311JOINT UTILITY TRENCH FOR FUTUREUSE. CAP ALL PATHWAYS AND ROUTE(1)6" CONDUIT VERTICALLY TO GRADE& CAP WITH THREADED PVC CAP ANDCONCRETE RING SEE DETAIL4C-3115'5'5'5'ALTERNATE 1 - WATER MAIN EXTENSION TO BE BID AS PROJECTALTERNATE AND INSTALLED AT OWNER DISCRETION. WATER MAINCONSTRUCTION NOT A REQUIREMENT FOR ROAD CONSTRUCTION.WATER SYSTEM AND WATER INSTALLATION NOT REQUIRED UNTILFUTURE OFFICE CONSTRUCTION.PROPOSED WATER MAIN EXTENSION SOUTH OFTEE IS PART OF ALTERNATE. TEMPORARY 12" CAPW/ THRUST BLOCKING TO BE PLACED SOUTH OFTEE SHOULD ALTERNATE NOT BE CONSTRUCTED(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=9+49.31OFFSET=2.230(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=10+34.49OFFSET=10.000(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=10+10.80OFFSET=5.886(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=12+23.03OFFSET=10.000(1) 12" 45 BEND (RJ)W/ THRUST BLOCKINGSTA=12+84.97OFFSET=8.549(1) 12" 45 BEND (RJ)W/ THRUST BLOCKINGSTA=14+57.87OFFSET=-10.160(1) 12" 11.25 BEND (RJ)W/ THRUST BLOCKINGSTA=13+83.65OFFSET=5.260(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=13+49.03OFFSET=3.046(1) 12" X 6" TEE (RJ)(1) 6" GATE VALVE (RJ)W/ THRUST BLOCKINGSTA=9+58.34OFFSET=-0.102(1) 12" TEE (FL)(2) 12" GATE VALVE (FLXRJ)(1) 12" FL X RJ ADAPTORW/ THRUST BLOCKINGSTA=14+80.62OFFSET=-6.775CONNECT TO EXISTING 12-INCH WATER LINEAT EXISTING GATE VALVE (RJ)REMOVE EX PLUG (RJ) AND THRUST BLOCKINGFOR CONNECTION WATER MAIN CONNECTIONPER CITY OF RENTON STANDARD PLAN 300.5.FINAL CONNECTION TO BE MADE BY CITY FORCES.STA=9+34.65OFFSET=2.037(1) 12" X 6" TEE (FL)(1) 12" FL X RJ ADAPTOR(1) 12" GATE VALVE (FLXRJ)(1) 6" GATE VALVE (FLXRJ)W/ THRUST BLOCKINGSTA=13+76.22OFFSET=4.599(1) 12" X 6" TEE (FL)(1) 6" GATE VALVE (FLXRJ)(1) 12" FL X RJ ADAPTOR(1) 12" GAVE VALVE (FLXRJ)W/ THRUST BLOCKINGSTA=10+65.49OFFSET=10.00052 LF 12" DI CL5225 LF 12" DI CL5266 LF
12
"
D
I
CL52
66 LF
1
2
"
D
I
C
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5
2
74 LF 12"
D
I
C
L
5
2 21 LF 12"DI CL5214 LF 12"DI CL525 LF 12" DI CL5229 LF 12" DI CL52156 LF 12" DI CL5226 LF 12" DI CL528 LF 12"DI CL52(1) DEADMAN THRUST RESTRAINTSTA=14+83.67OFFSET=-6.32CONNECT DEADMAN TO MEGALUG(RJ)14 LF 12"DI CL52STA 14+82.49 (19.39) LT(1) FIRE HYDRANTASSEMBLY PER COR STDS0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)WATER VAULT/METERLegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBROCKERY WALLWATER MAIN12" DI WFH/FDC/PIV/VALVEFHFDCPIVWVELECTRICAL SERVICEELECTRICAL JBOX/VAULTPROPOSED DITCHUTILITY PLANTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.1W
TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.UTILITY DETAILS02W
ROADWAY AREAS PERTYPICAL SECTIONS ANDROADWAY PLANSCEMENT CONCRETESIDEWALK, DRIVEWAYS,PARKING AND PLANTEDAREAS PER TYPICALSECTIONS AND ROADWAYPLANSFRANCHISE UTILITYTRENCH ANDSTRUCTUREBACKFILL PER CORSTD 4666" IRRIGATIONSANDBEDDING 4" PSEGALVANIZEDSTEELCONDUIT6" PSEGALVANIZEDSTEELCONDUIT4" COMMPROVIDER12"12"3"3"3"54"20"
1"
(TYP)
36" MIN COVER - 78" COVER (TYP)8Poly Pig Station for Cleaning of Water Mains7Not Used6Not Used5Not Used4Joint Utility Trench32" Blow-Off Temp. Assembly2Concrete Blocking for Vert. Fittings Std. Plan 330.31Hydrant Marker Layout Std Plan 310.33"1"
(TYP)
8"TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.UTILITY DETAILS3W
Park Avenue ExtensionScale: 1"=5' V. 1"=20' H1015202530351015202530359+0010+0011+0012+00Park Avenue ExtensionScale: 1"=5' V. 1"=20' H10152025303510152025303513+0014+0015+0016+00(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=9+49.31OFFSET=2.230(1) 12" X 6" TEE (RJ)(1) 6" GATE VALVE (RJ)W/ THRUST BLOCKINGSTA=9+58.34OFFSET=-0.102(1) 12" 22.5 BEND (RJ)
W/ THRUST BLOCKING
STA=10+10.80
OFFSET=5.886
(1) 12" 22.5 BEND (RJ)
W/ THRUST BLOCKING
STA=10+34.49
OFFSET=10.000
(1) 12" X 6" TEE (FL)
(1) 6" GATE VALVE (FLXRJ)
(1) 12" FL X RJ ADAPTOR
(1) 12" GAVE VALVE (FLXRJ)
W/ THRUST BLOCKING
STA=10+65.49
OFFSET=10.000
(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=12+23.03
OFFSET=10.000
(1) 12" 45 BEND (RJ)
W/ THRUST BLOCKING
STA=12+84.97
OFFSET=8.549
(1) 12" 22.5 BEND (RJ)W/ THRUST BLOCKINGSTA=13+49.03OFFSET=3.046(1) 12" X 6" TEE (FL)
(1) 12" FL X RJ ADAPTOR
(1) 12" GATE VALVE (FLXRJ)
(1) 6" GATE VALVE (FLXRJ)
W/ THRUST BLOCKING
STA=13+76.22
OFFSET=4.599 (1) 12" 11.25 BEND (RJ)W/ THRUST BLOCKINGSTA=13+83.65OFFSET=5.260(1) 12" 45 BEND (RJ)
W/ THRUST BLOCKING
STA=14+57.87
OFFSET=-10.160
(1) 12" TEE (FL)
(2) 12" GATE VALVE (FLXRJ)
(1) 12" FL X RJ ADAPTOR
W/ THRUST BLOCKING
STA=14+80.62
OFFSET=-6.775
156 LF 12" DI CL5229 LF 12" DI CL5225 LF 12" DI CL5252 LF 12" DI CL5214 LF 12"DI CL52156 LF 12"DI CL5266 LF 12" DI CL5266 LF 12" DI CL525 LF 12" DI CL5274 LF 12" DI CL5221 LF 12" DI CL52CONNECT TO EXISTING 12-INCH WATER LINEAT EXISTING GATE VALVE (RJ)REMOVE EX PLUG (RJ) AND THRUST BLOCKINGFOR CONNECTION WATER MAIN CONNECTIONPER CITY OF RENTON STANDARD PLAN 300.5.FINAL CONNECTION TO BE MADE BY CITY FORCES.STA=9+34.65OFFSET=2.03726 LF 12"DI CL528 LF 12"DI CL5214 LF 12" DI CL52CONTINUED - SEE BELOW
CONTINUED - SEE ABOVE
PROPOSED GRADE@ ℄ ROADEXISTING GRADE@℄ ROADEXISTING GRADE@℄ ROADPROPOSED GRADE@ ℄ ROADJOINT UTILITY TRENCH
SEE DETAIL
JOINT UTILITY TRENCHSEE DETAILTEMPORARY 1.5:1 SLOPE,RETURN TO EXISTING GRADE4'
4.8'CONNECTION TO 12-INCH WATER LINE TO BEINSTALLED AS PART OF CITY OF RENTON PARKAVE EXTENSION PROJECT.EL=24.65(1) 12" MEGALUG (RJ)(1) 12" CAP6" MIN1.5'MIN.(1) DEADMAN THRUST RESTRAINT
STA=14+83.67
OFFSET=-6.32
CONNECT DEADMAN TO
MEGALUG(RJ)FINAL GRADING SHOWN FOR REFERENCE ONLY.TO BE COMPLETED BY OTHERS.4C-3114C-311TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.WATER PROFILE4W
PARCEL A7+328+009+0010+0011+0012+0013
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15+507+508+509+5010+5011+5012+5013+50
14
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0END FLUSHCURBPROPOSEDCONC WALKPROPOSEDASPHALTSEE DETAIL6C-410PROPOSED ASPHALTSEE DETAIL6C-410PROPOSED 6' WIDECONC WALK (TYP)SEE DETAILPARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.MATCH EXEDGE OFASPHALTPROPOSED 6" CURBW/ 12" GUTTER (TYP)SEE DETAIL4C-410CONC WALK EXPANSION ANDCONTRACTION JOINTS (TYP)SEE DETAIL6'PROPOSED 6' WIDECONC WALK (TYP)SEE DETAIL33.5'
22'21'14'
36'
33.5'
18'16'15.5'14.8'19.1'36'R10'18'36'R72'R108'
22'R71'R86'R86'R108'R83'R99'R71'COORDINATE REMOVALOF BNSF FENCE WITHCITY OF RENTON PARKAVENUE PROJECTR59'9.6'CURB RAMPSEE DETAILCURB RAMPSEE DETAIL1C-4121C-41239.7'22.8'28.9'90'14.6'30.7'8' CHAIN LINK FENCE WITH PDS LITELINKSLATS OR APPROVED EQUAL3'
3'HEAVY DUTY CONCRETE PAVINGSEE DETAIL8C-4107C-4107C-4107C-41024' ROLL GATE6" CONCRETE CURBSEE DETAIL5C-410END PAVING AND CURB WORK ATSTATION=14+75.000102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)PROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBLegendSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPROCKERY WALLHEAVY DUTY CONCRETE PAVEMENTFLUSH CONCRETE CURBPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBLegendSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPROCKERY WALLHEAVY DUTY CONCRETE PAVEMENTFLUSH CONCRETE CURBPAVING PLANTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.18CURVE TABLECURVE #RADIUSLENGTHDELTA ANGLEC135.30'659.76'90d0'0"C285.20'1808.16'101d34'0"C386.30'807.72'44d51'0"C486.30'296.28'16d27'0"CONTINUED - SEE SHEET C-401
R
7+328+00
7+508+509+50 END FLUSHCURBPROPOSEDCONC WALKMATCH EXEDGE OFASPHALT19.1
'R10'18'36'CURB RAMPSEE DETAILCURB RAMPSEE DETAIL1C-4121C-41222.8
'28.9'90'30.7'PROPOSED ASPHALTSEE DETAILPROPOSED 6" VERTICALCURB SEE DETAIL4C-4106C-4108' CHAIN LINK FENCE WITH PDS LITELINKSLATS OR APPROVED EQUALHEAVY DUTY CONCRETE PAVINGSEE DETAIL8C-41024' ROLL GATE6" CONCRETE CURBSEE DETAIL5C-410PROPOSEDASPHALTSEE DETAIL6C-4106" CONCRETE CURBSEE DETAIL5C-410LegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERWATER MAINSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBROCKERY WALLGRAVELTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.19CO
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RPAVING PLAN
6Asphalt Pavement Overlay with New Paving Section7Cement Concrete Sidewalk Std Plan 1025Concrete Extruded Curb4Cement Concrete Curb3Curb and Gutter Replacement DetailSAWCUT 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 ASPHALT6" HMA CL 1/2" PG 64-22 PAVEMENT PER WSDOTSTDS12" (MIN) STRUCTURAL FILL AS REQUIRED OREXISTING SUBGRADE COMPACTED TO 95% MAXDENSITY PER ASTM D 1557RE-ESTABLISH DEPTH OF BASE UNDER REMOVEDASPHALT PAVEMENT A MINIMUM OF 6 INCHESBEYOND NEW PAVEMENT SECTION AND IN ANYLOCATIONS BASE COARSE IS EXPOSED. COMPACTTO 95% MAX DENSITY PER ASTM D 155712" MINEXISTING EDGE OF ROADWAY ASPHALT8Reinforced Heavy Duty Concrete Paving6" CRUSHED SURFACING BASE COURSE COMPACTTO 95% MAX DENSITYCONCRETE SLAB#4's @ 12" O.C.EACH WAY (TYP)CRUSHED SURFACING BASE-COURSECOMPACT TO 95% MAX DENSITYSCARIFY AND RECOMPACT TOP 6" OF EXISTINGSOIL TO 95% MAX DENSITY (SOILS ENGINEERTO APPROVE EX SUB-GRADE PRIOR TOPLACEMENT OF CONC)6"6"1Cement Concrete Driveway Entrance2Cement Concrete Driveway Entrance10"2 1/2"2 1/2"1"R1"R1 1/2" RCONCRETE PAVEMENT#3 DEFORMED BARS8" LONG @ 24" OC3" (MIN)1" DEEP THRU JOINT@ 10'-0" O/C5"6"2"TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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 DETAILS20W
1Chain Link Fencing Sections and DetailsTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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.PUGET SOUND ENERGY FENCE DETAIL21W
1PARALLEL CURB RAMP3SINGLE DIRECTION\PCURB RAMP2 PERPENDICULAR\PCURB RAMPSHEET 1 OF 1 SHEET`
CROSSWALKCURB RAMPLANDINGPEDESTRIAN CURB90° ANGLE4"(TYP.)COUNTER SLOPE5.0% MAX.`
CROSSWALK5' - 0" MIN.BUFFERSTRIPTOP OFROADWAYBUFFERSTRIP5' - 0" MIN.PEDESTRIAN CROSSINGCLOSURE SIGNPEDESTRIAN CROSSINGCLOSURE SIGNFACE OFCURBFACE OFCURBCURB RAMPRADIUS MAYVARYTYPE SINGLE DIRECTION APAY LIMITTYPE SINGLE DIRECTION BPAY LIMITLANDINGGRADEBREAKGRADE BREAKGRADE BREAKTYPE SINGLE DIRECTION BTYPE SINGLE DIRECTION ACURB RAMPMATCH SIDEWALK WIDTH ~ 4' 0" MIN.SEE CONTRACT PLANSBUFFER STRIP ~ SEECONTRACT PLANSCURB RAMPLANDINGLANDINGDETECTABLE WARNING SURFACESEE STANDARD PLAN F-45.10DETECTABLE WARNING SURFACESEE STANDARD PLAN F-45.103" R.3" R.3" R.1' - 0"SLOPE IN EITHER DIRECTIONDRAWN BY: FERN LIDDELL
SINGLE DIRECTIONCURB RAMPGRADE BREAKMATCH SIDEWALK WIDTH ~ 4' 0" MIN.SEE CONTRACT PLANSCURB RAMPCURB RAMPSIDEWALK ~SEE NOTE 6SIDEWALK ~SEE NOTE 6GRADE BREAKSIDEWALK ~SEE NOTE 6GRADE BREAK"CEMENT CONCRETE CURB RAMPTYPE SINGLE DIRECTION B" PAY LIMIT ~ SEE NOTE 7"CEMENT CONCRETE CURB RAMPTYPE SINGLE DIRECTION A" PAY LIMIT ~SEE NOTE 7SIDEWALK ~SEE NOTE 6DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10PEDESTRIAN CURB ~SEE NOTE 10PEDESTRIAN CURB ~SEE NOTE 10PEDESTRIAN CURB ~SEE NOTE 10MATCH SIDEWALK WIDTH ~ 4' 0" MIN. ~SEE CONTRACT PLANSSIDEWALK ~SEE NOTE 61.2.3.4.5.6.7.8.9.*1.5 OR FLATTER RECOMMENDED FORDESIGN/FORMWORK (2% MAX.)**(ALONG INSIDE RADIUS AT BACK OF WALKWAY)7.5% OR FLATTER RECOMMENDED FORDESIGN/FORMWORK (8.3% MAX.)SEE NOTE 710.15' - 0" MAX (TYP.)SEE NOTE 815' - 0" MAX (TYP.)SEE NOTE 8*CURB AND GUTTER ~SEE NOTE 5CURB AND GUTTER ~SEE NOTE 5**1" (IN) RADIUS CORNER3/8" (IN) EXPANSION JOINT ~ SEESTANDARD PLAN F-30.105' - 0" MIN. (TYP.)15' - 0" MAX (TYP.)SEE NOTE 8**DEPRESSED CURB AND GUTTER ~SEE STANDARD PLAN F-10.12***** 3/8" (IN) EXPANSION JOINT ~ SEE STANDARD PLAN F-30.10DETECTABLE WARNINGSURFACE ~ SEESTANDARD PLAN F-45.10DEPRESSED CURB ANDGUTTER ~ SEE NOTE 5*4"
(TYP.)11CONTRACTION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10*1This plan is to be used where pedestrian crossing in one direction is notpermitted.At marked crosswalks, the connection between the Landing and theroadway must be contained within the width of the crosswalk markings.Where "GRADE BREAK" is called out, the entire length of the grade breakbetween the two adjacent surface planes shall be flush.Do not place Gratings, Junction Boxes, Access Covers, or other appurten-ances on any part of the Curb Ramp or Landing or in the DepressedCurb and Gutter where the Landing connects to the roadway.See Contract Plans for the curb design specified. See Standard PlanF-10.12 Standard Plan F-30.10 StandardSpecifications 8-14.4' - 0" MIN.
4' - 0" MIN.FACE OF CURBCURB RAMPCROSSWALK`LANDINGTOP OF ROADWAYCROSSWALK`LANDINGLANDINGCURB RAMPFACE OF CURB2' - 0"MIN.3" R. TYP. MEASURED PARALLELTO CURB (TYP.)(SHOWN WITH BUFFER)GRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAK TYPE PERPENDICULAR B PAY LIMIT TYPE PERPENDICULAR A PAY LIMITCEMENT CONCRETE CURB RAMP "TYPESEE CONTRACT PLANSDEPRESSED CURB AND GUTTERCURB RAMPGRADE BREAK 3/8" EXPANSIONJOINT (TYP.) ~ SEESTANDARD PLAN F-30.10 3/8" EXPANSIONJOINT (TYP.) ~ SEESTANDARD PLAN F-30.104"
(TYP.)CEMENT CONCRETESIDEWALK ~ SEE NOTE 5PLAN VIEWPLAN VIEWCEMENT CONCRETE CURBAND GUTTER ~ SEE NOTE 4GRADEBREAKFLARE (TYP.)4' - 0" MIN.DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10DEPRESSED CURB AND GUTTER ~SEE STANDARD PLAN F-10.12DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10DEPRESSED CURB AND GUTTER ~SEE NOTE 4CURB, OR CURBAND GUTTER ~SEE NOTE 4DEPRESSED CURB AND GUTTER ~SEE NOTE 4DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10SEE CONTRACT PLANS ~4' - 0" MIN.CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCHCURB RAMP WIDTH ~ SEE CONTRACT PLANSSEE CONTRACT PLANS ~4' - 0" MIN.TRANSITION TO SIDEWALK BUFFER, IFPRESENT, OR TO BACK OF CURB (TYP.) ~SEE CONTRACT PLANSCURB, OR CURBAND GUTTER ~SEE NOTE 4SEE CONTRACT PLANS ~ 4' - 0" MIN.CEMENT CONCRETEPEDESTRIAN CURB ~SEE NOTE 4DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10CURB RAMP WIDTH 4' - 0" MIN.LANDING TO MATCH CURB RAMPWIDTH ~ SEE CONTRACT PLANSCEMENT CONCRETEPEDESTRIAN CURB ~SEE NOTE 4COUNTER SLOPE ~5.0% MAX.DRAWN BY: FERN LIDDELL
CEMENT CONCRETE CURB RAMP "TYPEPROVIDE SMOOTH TRANSITIONTO SIDEWALK WIDTH(TYP.)1.2.3.4.5.6.7.8.9.*SLOPE IN EITHER DIRECTION7.5% OR FLATTER RECOMMENDED FORDESIGN/FORMWORK (8.3% MAX.)BUFFER WIDTH ~ MATCHTO CURB RAMP DEPTH(TYP.)SEE CONTRACTPLANS ~ 4' - 0" MIN.*****9.5% OR FLATTER RECOMMENDED FORDESIGN/FORMWORK (10% MAX.)***15' - 0" MAX. (TYP.)SEE NOTE 7******PERPENDICULAR "A" PAY LIMIT ~ SEE NOTE 6PERPENDICULAR "B" PAY LIMIT ~ SEE NOTE 6SLOPE TREATMENT ~SEE STANDARD PLAN F-30.10**CEMENT CONCRETESIDEWALK ~ SEE NOTE 5CONTRACTION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10At marked crosswalks, the connection between the curb ramp and the road-way must be contained within the width of the crosswalk markings.Where "GRADE BREAK" is called out, the entire length of the grade breakbetween the two adjacent surface planes shall be flush.Do not place Gratings, Junction Boxes, Access Covers, or other appurten-ances on any part of the Curb Ramp or Landing, or in front of the CurbRamp where it connects to the roadway.See Contract Plans for the curb design specified. See Standard PlanF-10.12 Standard Plan F-30.10 StandardSpecifications 8-14.SHEET 1 OF 1 SHEETPERPENDICULARCURB RAMP1.5% OR FLATTER RECOMMENDED FORDESIGN/FORMWORK (2% MAX.)11SHEET 1 OF 1 SHEET`LANDINGCURB RAMPFACE OF CURB`CURB RAMPCURB RAMPCURB RAMPLANDINGLANDING4"(TYP.)FACE OF CURBSIDEWALKSIDEWALKSIDEWALKSIDEWALKCURB AND GUTTERCROSSWALKCROSSWALKGRADE BREAKGRADE BREAKGRADE BREAK3" R.LANDING TYPE PARALLEL A TYPE PARALLEL BSEE CONTRACT PLANS 1.2.3.LANDINGCURB RAMP4"(TYP.) TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMITSLOPE IN EITHER DIRECTIONTOP OFROADWAYCOUNTER SLOPE5.0% MAX.VARIES
4.5.6.7.8.9.GRADE BREAKGRADE BREAK4' - 0" MIN. ~SEE CONTRACT PLANSDETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10PEDESTRIAN CURB ~SEE NOTE 9DETECTABLE WARNING SURFACE ~SEE STANDARD PLAN F-45.10PEDESTRIAN CURB ~SEE NOTE 94' - 0" MIN. ~SEE CONTRACT PLANSPEDESTRIAN CURB ~SEE NOTE 9CEMENT CONCRETE PEDESTRIANCURB ~ SEE NOTE 94' - 0" MIN.4' - 0" MIN.4' - 0" MIN.SEE CONTRACT3/8" EXPANSION JOINT (TYP.) ~SEE STANDARD PLAN F-30.10"CEMENT CONCRETE CURB RAMP TYPEPARALLEL B" PAY LIMIT ~ SEE NOTE 6"CEMENT CONCRETE CURB RAMP TYPEPARALLEL A" PAY LIMIT ~ SEE NOTE 6PARALLEL CURB RAMPDRAWN BY: FERN LIDDELL4"(TYP.)***7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) ~ SEE NOTE 7***(ALONG INSIDE RADIUS AT BACK OF WALKWAY)(ALONG INSIDE RADIUS AT BACK OF WALKWAY)15' - 0" MAX. (TYP.)SEE NOTE 7*** 15' - 0" MAX. (TYP.)SEE NOTE 7 15' - 0" MAX. (TYP.)SEE NOTE 7****DEPRESSED CURB AND GUTTERDEPRESSED CURB AND GUTTER 4' - 0" MIN. ~SEE CONTRACT PLANS 4' - 0" MIN. ~SEE CONTRACT PLANS1.5% OR FLATTER RECOMMENDED FORDESIGN/FORMWORK (2% MAX.)CURB AND GUTTERDEPRESSED CURB AND GUTTER ~SEE STANDARD PLAN F-10.12**11CONTRACTION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.11CURB RAMP3/8" (IN) EXPANSION JOINT (TYP.) ~SEE STANDARD PLAN F-30.10 3/8" (IN) EXPANSION JOINT (TYP.) ~ SEESTANDARD PLAN F-30.10 3/8" EXPANSION JOINT (TYP.) ~ SEESTANDARD PLAN F-30.10At marked crosswalks, the connection between the landing and theroadway must be contained within the width of the crosswalk markings.Where "GRADE BREAK" is called out, the entire length of the gradebreak between the two adjacent surface planes shall be flush.Do not place Gratings, Junction Boxes, Access Covers, or other appurte-nances on any part of the Curb Ramp or Landing, or in the DepressedCurb and Gutter where the Landing connects to the roadway.See Contract Plans for the curb design specified. See Standard PlanF-10.12 Standard Plan F-30.10 StandardSpecifications 8-14.PLANS SEE CONTRACTPLANS TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSION -48600PR 14-000082CONSTRUCTION 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 CONSTRUCTION IN JUNE 2022The 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 DETAILS22W