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HomeMy WebLinkAboutP_Erosion_Control_and_Storm_Drainage_Plans_240603_v2.pdfMPH15TAXIWAY ARUNWAY 16-34TAX I W A Y A 7 30 2831 312927 262929(TYP.)12PAVEMENT LIMITS, TYP.222SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.1 May 31, 2024 09:55:33am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - EROSION CONTROL.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------MAY 202435022.008.021" = 40'DSWCEFCTHEROSION CONTROL PLAN 1 OF 5C5.183 OF 146MATCHLINE STA. 11+50 SEE SHEET C5.2EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDN0SCALE 1" = 408040EROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62SEEDING (SEE CIVIL SERIES) AHEADLANEONEAHEADLANEONE AHEADLANEONETAXIWAY ATA X I W A Y A 6RUNWAY 16-342525 25 24 24 25252627 28(TYP.)1(TYP.)2PAVEMENT LIMITS, TYP.CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 12222SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.2 May 31, 2024 09:55:35am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - EROSION CONTROL.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------MAY 202435022.008.021" = 40'DSWCEFCTHEROSION CONTROL PLAN 2 OF 5C5.284 OF 146MATCHLINE STA. 11+50 SEE SHEET C5.1 MATCHLINE STA. 23+50 SEE SHEET C5.3N0SCALE 1" = 408040EROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES) AHEADLANE ONE MPH15 MPH15RUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY A25252525252523 2326(TYP.)2(TYP.)1PAVEMENT LIMITS, TYP.2222SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.3 May 31, 2024 09:55:42am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - EROSION CONTROL.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------MAY 202435022.008.021" = 40'DSWCEFCTHEROSION CONTROL PLAN 3 OF 5C5.385 OF 146MATCHLINE STA. 23+50 SEE SHEET C5.2 MATCHLINE STA. 35+50 SEE SHEET C6.4N0SCALE 1" = 408040EROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES) MPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A325202324242422212323242424(TYP.)1(TYP.)2PAVEMENT LIMITS, TYP.22SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.4 May 31, 2024 09:55:45am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - EROSION CONTROL.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------MAY 202435022.008.021" = 40'DSWCEFCTHEROSION CONTROL PLAN 4 OF 5C5.486 OF 146MATCHLINE STA. 35+50 SEE SHEET C5.3 MATCHLINE STA. 47+50 SEE SHEET C5.5N0SCALE 1" = 408040EROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES) MPH15MPH15 TAXIWAY ARUNWAY 16-3420232221 212222242423222122232321 22 23242526TAXIWAY A1 TAXIWAY A2 (TYP.)1PAVEMENT LIMITS, TYP.PAVEMENT LIMITS, TYP.(TYP.)32222LAKE WASHINGTONEROSION CONTROL BLANKET,ROLL UP ONTO CONC. BARRICADESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.5 May 31, 2024 09:55:50am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - EROSION CONTROL.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------MAY 202435022.008.021" = 40'DSWCEFCTHEROSION CONTROL PLAN 5 OF 5C5.587 OF 146MATCHLINE STA. 47+50 SEE SHEET C5.4 N0SCALE 1" = 408040EROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62INSTALL SILT FENCE PER DETAIL 3, SHEET C5.63EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES) SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-1 May 31, 2024 09:56:00am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - EROSION CONTROL-DTLS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHEROSION CONTROL DETAILS 1C5.688 OF 1461CATCH BASIN INSERT2INTERCEPTOR DIKE4SILT FENCEWORK AREA BETWEEN BERMS2' MIN.18" MIN.2 MAX.12 MAX.1DIKE MATERIAL COMPACTED90% MODIFIED PROCTORGRADING LIMITGRADING LIMITSLOPESVARY3EROSION CONTROL BLANKET ------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM DRAINAGE GENERAL NOTESC6.089 OF 1461.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTIONMEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, ANDFEDERAL PERMITS PRIOR TO CONSTRUCTION.3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGNMANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARDSPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOTAND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLERESPONSIBILITY OF THE APPLICANT TOCORRECT ANY ERROR, OMISSION OR VARIATIONFROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE ATNO ADDITIONAL COST TO THE CITY.4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOTCONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER,SEWER, GAS,ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAININGWALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TOCONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTEDACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILLREQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION ISIN PROGRESS.6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BYFIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BECONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLERESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TOINDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TOFURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BEAFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THEAS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TOTHE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OFRECORD IF A CONFLICT EXISTS.7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATEPLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK,DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROLTESTS OF THE WSDOT STANDARD SPECIFICATIONS.9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWEDUNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS.ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATIONSTANDARDS.10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THESTART OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THECITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THEGRADE AS STAKED.11.NOT USED.12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION INACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FORROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THETRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT ANDCOMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRELENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALLPIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00,220.10, AND 20.13.NOT USED.14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITHDUCTILE IRON, BOLT- LOCKING LIDS AS SHOWN ON THE PLANS. STRUCTURES SHALL HAVEROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN ON THE AIRPORT. PRIVATESTRUCTURE LIDS OUTSIDE PUBLIC AIRFIELD AND EASEMENTS TO THE CITY SHALL NOTDISPLAY THE CITY LOGO.15.NOT USED.16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTEDTO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMSSHALL BEADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.17.NOT USED.18.ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, SHALL BE OF SOUNDQUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THEFOLLOWING SPECIFICATIONS:·4 - 8 INCH ROCK / 40 - 70% PASSING;·2 - 4 INCH ROCK / 30 - 40% PASSING; AND·LESS THAN 2 INCH ROCK / 10 - 20% PASSING.19.NOT USED.20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH ABOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT T AT THE POINT OFCONNECTION OF A STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN227. 00.21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYORLICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIORTO CONSTRUCTION.22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORMCONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TOTHE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTEDTO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERSAND/OR PAVEMENT.23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED INACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND INTHE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTEDFOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THEDEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILEAND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOILWITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVETHE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTEDWITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THEPROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURINGCONSTRUCTION.26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANYOTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, ANDTO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BEPROVIDED. ANY WORK WITHIN THE AIRCARFT MOVEMENT AREA THAT MAY INTERRUPTNORMAL AIRCRAFT AND VEHICLE FLOW SHALL REQUIRE A TRAFFIC CONTROL PLANAPPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10TEMPORARY TRAFFIC CONTROL SHALL APPLY.27.NOT USED.28.NOT USED.29.NOT USED.30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THERENTON SWDM.31.NOT USED.SURFACE WATER PLAN NOTESSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.0 May 31, 2024 09:56:15am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.0 - DRAINAGE SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 MPH15TAXIWAY ARUNWAY 16-34T A X I W A Y A 7 50 LF12" RCP123 LF12" RCP300 LF12" RCP228 LF12" RCP18 LF12" RCPCB1CB TYPE 1STA: 2+64.57, 89.85' LTRIM: 29.75INV OUT: 26.97 NCB2CB TYPE 1STA: 4+21.86, 103.59' RTRIM: 29.12INV IN: 26.40 SINV OUT: 26.40 NCB5CB TYPE 1STA: 9+68.38, 53.89' RTRIM: 27.13INV IN: 24.52 EINV OUT: 24.52 NSDSDSDSDSDSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.1 May 31, 2024 09:56:24am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.0 - DRAINAGE SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBSTORM DRAINAGE IMPROVEMENTS PLAN 1 OF 5C6.190 OF 146MATCHLINE STA. 11+50 SEE SHEET C6.2STORM DRAINAGE NOTESN0SCALE 1" = 408040REMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINREMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDCONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADESDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET AHEADLANEONEAHEADLANEONE AHEADLANEONETAXIWAY ATA X I W A Y A 6RUNWAY 16-34CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1INSTALL 147 LF NEW 12" SD PIPE139 LF8" RCP216 LF12" RCP124 LF12" RCPPROTECT IN PLACE115 LF32 LF80 LF8" RCPCB9CB TYPE 1STA: 18+58.88, 199.27' RTRIM: 25.06INV OUT: 22.20 WINV OUT: 22.20 SCB13BCB TYPE 1STA: 22+40, 97.24' LTRIM: 24.96INV OUT: 21.77 NINV OUT: 21.97 SCB11CB TYPE 1STA: 20+80, 97.00' LTRIM: 24.78INV OUT: 22.57 NCB7CB TYPE 1STA: 18+57.63, 52.69' RTRIM: 24.06INV IN: 21.47 SINV IN: 21.47 EINV OUT: 23.56 NCB8CB TYPE 1STA: 18+59.13, 84.30' RTRIM: 23.70INV IN: 21.63 EINV OUT: 21.63 WSDSDSD SD CB13ACB TYPE 1STA: 22+00, 97.24' LTRIM: 24.94INV IN: 21.77 NINV IN: 21.97 SCB12CB TYPE 1STA: 21+60, 97.00' LTRIM: 24.85INV IN: 22.17 SINV OUT: 22.17 N42 LF8" RCP38 LF8" RCP18 LF12" RCPSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.2 May 31, 2024 09:56:27am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.0 - DRAINAGE SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBSTORM DRAINAGE IMPROVEMENTS PLAN 2 OF 5C6.291 OF 146MATCHLINE STA. 11+50 SEE SHEET C6.1 MATCHLINE STA. 23+50 SEE SHEET C6.3REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTURESDSDLEGENDINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET AHEADLANE ONE MPH15 MPH15RUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY A113 LF12" RCP215 LF8" RCP76 LF12" RCP115 LF12" RCP183 LF12" RCP115 LF12" RCP62 LF12" RCP74 LF12" RCPCB14CBSTA: 24+51.05, 59.08' LTRIM: 25.83INV IN: 20.58 EINV IN: 20.70 SCB20CB TYPE 2STA: 30+72.75, 60.00' LTRIM: 25.15INV IN: 18.96 EINV IN: 18.98 NCB21CB TYPE 1STA: 32+60.08, 60.00' LTRIM: 24.68INV OUT: 19.93 SCB15CB TYPE 1STA: 23+61.15, 72.43' RTRIM: 23.43INV OUT: 21.49 NCB20ACB TYPE 1STA: 30+26.83, 49.77' RTRIM: 23.19INV IN: 19.36 EINV OUT: 19.36 WCB19ACB TYPE 1STA: 31+00.28, 114.50' RTRIM: 22.45INV OUT: 19.98 SCB19CB TYPE 1STA: 30+26.29, 114.51' RTRIM: 22.36INV IN: 19.68 NINV OUT: 19.68 WCB16CB TYPE 1STA: 27+44.07, 96.43' RTRIM: 22.19INV OUT: 20.21 WSD SD SDSDCB17CB TYPE 1STA: 27+44.69, 49.32' RTRIM: 0.67INV OUT: 19.84 WCB18CB TYPE 1STA: 27+77.24, 58.47' LTRIM: 25.21INV IN: 19.41 E48 LF12" RCP114 LF12" RCPSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.3 May 31, 2024 09:56:32am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.0 - DRAINAGE SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBSTORM DRAINAGE IMPROVEMENTS PLAN 3 OF 5C6.392 OF 146MATCHLINE STA. 23+50 SEE SHEET C6.2 MATCHLINE STA. 35+50 SEE SHEET C6.4REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET MPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A3166 LF12" RCP176 LF12" RCP189 LF12" RCPCB23CB TYPE 2STA: 36+77.72, 60.00' LTRIM: 24.55INV IN: 16.79 EINV IN: 16.96 NEINV OUT: 17.00 WCB26CBSTA: 43+25.62, 99.21' RTRIM: 24.40INV OUT: 20.50 WCB22CB TYPE 1STA: 38+02.53, 86.60' RTRIM: 22.01INV OUT: 18.00 SWSD SD SD SD SDSDSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.4 May 31, 2024 09:56:38am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.0 - DRAINAGE SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBSTORM DRAINAGE IMPROVEMENTS PLAN 4 OF 5C6.493 OF 146MATCHLINE STA. 35+50 SEE SHEET C6.3 MATCHLINE STA. 47+50 SEE SHEET C6.5REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET MPH15MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34TAXIWAY A1 150 LF12" RCP63 LF12" RCP68 LF12" RCP113 LF12" RCP150 LF12" RCP99 LF12" RCP34 LF12" RCPCB28ACB TYPE 1STA: 48+76.30, 100.24' RTRIM: 20.59INV IN: 15.25 SINV OUT: 15.25 WCB36CB TYPE 2STA: 51+91.27, 60.00' LTRIM: 23.29INV IN: 16.59 ECB27CB TYPE 2STA: 48+75.97, 60.00' LTRIM: 22.38INV IN: 14.76 ECB35CB TYPE 1STA: 54+52.76, 104.92' RTRIM: 21.73INV IN: 18.57 NWINV OUT: 18.24 SCB30CB TYPE 1STA: 51+91.56, 100.64' RTRIM: 21.26INV IN: 17.49 NINV OUT: 17.49 SINV OUT: 17.39 WCB29CB TYPE 1STA: 50+33.48, 133.78' RTRIM: 20.77INV OUT: 18.15 NWCB31CB TYPE 1STA: 52+58.28, 120.31' RTRIM: 20.29INV IN: 17.77 NINV IN: 18.30 WINV OUT: 17.77 SCB28BCB TYPE 1STA: 48+36.20, 100.44' RTRIM: 20.05INV OUT: 15.42 NSDSDSDSDSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.5 May 31, 2024 09:56:44am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.0 - DRAINAGE SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBSTORM DRAINAGE IMPROVEMENTS PLAN 5 OF 5C6.594 OF 146MATCHLINE STA. 47+50 SEE SHEET C6.3REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET 8''W8''W8''W8''W8''W8 ' 'W8''W8''W8''W8''W8''W8''W8 ' 'W10''W10''W10''W PRDMPH15CB1CB TYPE 1STA: 2+64.57, 89.85' LTRIM: 29.75INV OUT: 26.97 NCB2CB TYPE 1STA: 4+21.86, 103.59' RTRIM: 29.12INV IN: 26.40 SINV OUT: 26.40 NCB5CB TYPE 1STA: 9+68.38, 53.89' RTRIM: 27.13INV IN: 24.52 EINV OUT: 24.52 NTAXIWAY ARUNWAY 16-34TAXI W A Y A 7 200 LF18 LF127 LF128 LF73 LF152 LF60 LF160 LF213 LF43 LF28 LFSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.6 May 31, 2024 09:56:56am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.6 - UNDERDRAIN SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBUNDERDRAIN PLAN 1 OF 5C6.695 OF 146MATCHLINE, SEE SHEET C6.7EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDINSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22)INSTALL CLEANOUT (SEE DETAIL SHEET C6.22)N0SCALE 1" = 408040UNDERDRAIN NOTESLEGENDCONNECT TO CATCH BASINPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.22) 10''W PRD10''W PRD8''W8''W8''W8''W8''W8''W10''W8''W8''W8''W8''W8''W8''W8''W8''W8''W10''W PRD 10''W 10''W 10''W 10''W AHEADLANEONEAHEADLANEONE AHEADLANEONECB9CB TYPE 1STA: 18+58.88, 199.27' RTRIM: 25.06INV OUT: 22.20 WINV OUT: 22.20 SCB13BCB TYPE 1STA: 22+40, 97.24' LTRIM: 24.96INV OUT: 21.77 NINV OUT: 21.97 SCB11CB TYPE 1STA: 20+80, 97.00' LTRIM: 24.78INV OUT: 22.57 NCB7CB TYPE 1STA: 18+57.63, 52.69' RTRIM: 24.06INV IN: 21.47 SINV IN: 21.47 EINV OUT: 23.56 NCB8CB TYPE 1STA: 18+59.13, 84.30' RTRIM: 23.70INV IN: 21.63 EINV OUT: 21.63 WCB15CB TYPE 1STA: 23+61.15, 72.43' RTRIM: 23.43INV OUT: 21.49 NCB13ACB TYPE 1STA: 22+00, 97.24' LTRIM: 24.94INV IN: 21.77 NINV IN: 21.97 SCB12CB TYPE 1STA: 21+60, 97.00' LTRIM: 24.85INV IN: 22.17 SINV OUT: 22.17 NTAXIWAY ATA X I W A Y A 6RUNWAY 16-34140 LF176 LF60 LF178 LFAHEADLANEONEAHEADLANEONECONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 125 LF 37 LF200 LF200 LF36 LF148 LF82 LF154 LF128 LF27 LFSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.7 May 31, 2024 09:57:03am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.6 - UNDERDRAIN SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBUNDERDRAIN PLAN 2 OF 5C6.796 OF 146MATCHLINE, SEE SHEET C6.6 MATCHLINE, SEE SHEET C6.8N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22)INSTALL CLEANOUT (SEE DETAIL SHEET C6.22)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.22) 12''W12''W12''W16''W16''W16''W16''W16''W16''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WAHEADLANE ONE MPH15 MPH15CB14CBSTA: 24+51.05, 59.08' LTRIM: 25.83INV IN: 20.58 EINV IN: 20.70 SCB20CB TYPE 2STA: 30+72.75, 60.00' LTRIM: 25.15INV IN: 18.96 EINV IN: 18.98 NCB21CB TYPE 1STA: 32+60.08, 60.00' LTRIM: 24.68INV OUT: 19.93 SCB15CB TYPE 1STA: 23+61.15, 72.43' RTRIM: 23.43INV OUT: 21.49 NCB20ACB TYPE 1STA: 30+26.83, 49.77' RTRIM: 23.19INV IN: 19.36 EINV OUT: 19.36 WCB19ACB TYPE 1STA: 31+00.28, 114.50' RTRIM: 22.45INV OUT: 19.98 SCB19CB TYPE 1STA: 30+26.29, 114.51' RTRIM: 22.36INV IN: 19.68 NINV OUT: 19.68 WCB16CB TYPE 1STA: 27+44.07, 96.43' RTRIM: 22.19INV OUT: 20.21 WCB17CB TYPE 1STA: 27+44.69, 49.32' RTRIM: 0.67INV OUT: 19.84 WCB18CB TYPE 1STA: 27+77.24, 58.47' LTRIM: 25.21INV IN: 19.41 ERUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY A139 LF139 LF148 LF148 LF157 LF120 LF192 LF120 LFAHEADLANEONE MPH 15 MPH1535 LF 34 LF68 LF125 LF48 LFSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.8 May 31, 2024 09:57:06am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.6 - UNDERDRAIN SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBUNDERDRAIN PLAN 3 OF 5C6.897 OF 146MATCHLINE, SEE SHEET C6.7 MATCHLINE, SEE SHEET C6.9N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22)INSTALL CLEANOUT (SEE DETAIL SHEET C6.22)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.22) 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WMPH15MPH15 MPH15CB23CB TYPE 2STA: 36+77.72, 60.00' LTRIM: 24.55INV IN: 16.79 EINV IN: 16.96 NEINV OUT: 17.00 WCB26CBSTA: 43+25.62, 99.21' RTRIM: 24.40INV OUT: 20.50 WCB22CB TYPE 1STA: 38+02.53, 86.60' RTRIM: 22.01INV OUT: 18.00 SWTAXIWAY ARUNWAY 16-34TAXIWAY A3200 LF148 LF148 LF253 LF200 LF197 LF252 LFMPH15MPH15MPH 15 72 LF 22 LF 200 LFSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.9 May 31, 2024 09:57:11am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.6 - UNDERDRAIN SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBUNDERDRAIN PLAN 4 OF 5C6.998 OF 146MATCHLINE, SEE SHEET C6.8 MATCHLINE, SEE SHEET C6.10N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22)INSTALL CLEANOUT (SEE DETAIL SHEET C6.22)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.22) MPH15MPH15CB28ACB TYPE 1STA: 48+76.30, 100.24' RTRIM: 20.59INV IN: 15.25 SINV OUT: 15.25 WCB36CB TYPE 2STA: 51+91.27, 60.00' LTRIM: 23.29INV IN: 16.59 ECB27CB TYPE 2STA: 48+75.97, 60.00' LTRIM: 22.38INV IN: 14.76 ECB35CB TYPE 1STA: 54+52.76, 104.92' RTRIM: 21.73INV IN: 18.57 NWINV OUT: 18.24 SCB30CB TYPE 1STA: 51+91.56, 100.64' RTRIM: 21.26INV IN: 17.49 NINV OUT: 17.49 SINV OUT: 17.39 WCB29CB TYPE 1STA: 50+33.48, 133.78' RTRIM: 20.77INV OUT: 18.15 NWCB31CB TYPE 1STA: 52+58.28, 120.31' RTRIM: 20.29INV IN: 17.77 NINV IN: 18.30 WINV OUT: 17.77 SCB28BCB TYPE 1STA: 48+36.20, 100.44' RTRIM: 20.05INV OUT: 15.42 NTAXIWAY A2 TAXIWAY ARUNWAY 16-34127 LF136 LF38 LF66 LF44 LF140 LF76 LF222 LF125 LFMPH15MPH1559 LF32 LF64 LF37 LF95 LFSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.10 May 31, 2024 09:57:16am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.6 - UNDERDRAIN SERIES.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101######------------MAY 202435022.008.021" = 40'MSAWBAWBUNDERDRAIN PLAN 5 OF 5C6.1099 OF 146MATCHLINE, SEE SHEET C6.9 N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22)INSTALL CLEANOUT (SEE DETAIL SHEET C6.22)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.22) T A X I W A Y A 7 T A X I W A Y A 7 STORM CB1 TO CB3227 LF 12" RCP @ 0.25%299 LF 12" RCP @ 0.25%PROPOSED GRADEEXISTING GRADESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.11 May 31, 2024 09:57:38am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 1 OF 10C6.11100 OF 146N0SCALE 1" = 408040'MBX ATCT CLEARANCE REQUIREDSTORM CB4 TO 32050 LF 12" RCP @ 1.07%123 LF 12" RCP @ 1.07%18 LF 12" RCP @ 0.36%EXISTING GRADESTORM 365 TO CB6122 LF 12" RCP @ 0.34%18 LF 12" RCP @ 0.36%PROPOSED GRADEEXISTING GRADEATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.12 May 31, 2024 09:57:53am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 2 OF 10C6.12101 OF 146N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX TA X I W A Y A 6STORM 361 TO CB6B139 LF 12" RCP @ 0.45%PROPOSED GRADEEXISTING GRADESTORM CB6C TO 270216 LF 12" RCP @ 0.13%PROPOSED GRADEEXISTING GRADEAHEADLANEONEAHEADLANEONESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.13 May 31, 2024 09:58:14am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 3 OF 10C6.13102 OF 146N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX STORM CB7 TO CB932 LF 12" RCP @ 0.50%115 LF 12" RCP @ 0.50%EXISTING GRADESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.14 May 31, 2024 09:58:27am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 4 OF 10C6.14103 OF 146N0SCALE 1" = 306030'MBX STORM CB14 TO 288110 LF 12" RCP @ 0.39%EXISTING GRADEPROPOSED GRADESTORM CB11 TO CB1480 LF 12" RCP @ 0.50%40 LF 12" RCP @ 0.50%214 LF 12" RCP @ 0.50%PROPOSED GRADEEXISTING GRADE40 LF 12" RCP @ 0.50%TAXIWAY A5 AHEADLANEONE AHEADLANEONEAHEADLANEONECONSTRUCTION PHASE 1SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.15 May 31, 2024 09:58:44am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 5 OF 10C6.15104 OF 146N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX STORM CB17 TO CB15113 LF 12" RCP @ 0.38%47 LF 12" RCP @ 0.68%PROPOSED GRADEEXISTING GRADESTORM CB19 TO CB19A74 LF 12" RCP @ 0.40%PROPOSED GRADEEXISTING GRADEAHEADLANEONEAHEADLANEONETAXIWAY A TAXIWAY ASCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.16 May 31, 2024 09:59:04am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 6 OF 10C6.16105 OF 146N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX STORM CB20 TO CB1965 LF 12" RCP @ 0.50%119 LF 12" RCP @ 0.34%PROPOSED GRADEEXISTING GRADESTORM CB20 TO CB21187 LF 12" RCP @ 0.51%PROPOSED GRADEEXISTING GRADETAXIWAY A TAXIWAY ASCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.17 May 31, 2024 09:59:21am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 7 OF 10C6.17106 OF 146N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX STORM CB23 TO 378111 LF 12" RCP @ 3.10%PROPOSED GRADEEXISTING GRADESTORM CB23 TO CB22193 LF 12" RCP @ 0.54%PROPOSED GRADEEXISTING GRADEATCT CLEARANCE REQUIREDTAXIWAY A3 TAXIWAY A ATCT CLEARANCE REQUIREDTAXIWAY A3T A X I W A Y ASCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.18 May 31, 2024 09:59:38am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 8 OF 10C6.18107 OF 146N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX STORM CB29 TO CB35100 LF 12" RCP @ 0.40%64 LF 12" RCP @ 0.40%70 LF 12" RCP @ 0.40%118 LF 12" RCP @ 0.40%PROPOSED GRADEEXISTING GRADETAXIWAY ATAXIWAY ASCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.19 May 31, 2024 09:59:47am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 9 OF 10C6.19108 OF 146N0SCALE 1" = 306030'MBX STORM CB36 TO CB30161 LF 12" RCP @ 0.50%PROPOSED GRADEEXISTING GRADETAXIWAY A TAXIWAY ASCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.20 May 31, 2024 09:59:55am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C6.11 - STORM-PLAN-PROF-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM PLAN & PROFILE 10 OF 10C6.20109 OF 146N0SCALE 1" = 306030'MBX SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-1 May 31, 2024 10:00:05am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - STORM-DTLS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'MSAWBAWBSTORM DETAILS 1 OF 2C6.21110 OF 146 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Bogh, Adam Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-4 May 31, 2024 10:00:10am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C5.0 - STORM-DTLS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWCEFCTHSTORM DETAILS 2 OF 2C6.22111 OF 146GENERAL NOTES:UNDERDRAINPERFORATED UNDERDRAIN PIPEUNDERDRAIN BEDDINGUNDERDRAIN CLEANOUTUNDERDRAIN STAMPED COVER14355UNDERDRAIN OUTFALL CONNECTION2EXISTING OR PROPOSED DRAINAGE INLET