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C24003726_Taxiway Rehab_Phase 1_Civil Plan_Approved
AHEADLANEONEAHEADLANEONEPAVED PARKING AHEADLANEONE AHEADLANEONE MPH15MPH15 MPH15MPH15 MPH15MPH15SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\01_G0.1 COVER SHEET.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYCOVER SHEETG0.101 OF 114CITY OF RENTONRENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1AIP #3-53-0055-032-2023DECEMBER 2024SITE MAPNO SCALEVICINITY MAPNO SCALEPROJECTLOCATIONAPPROXIMATEWORK AREANNLEGENDRUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONERUNWAY PROTECTION ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAEXISTING CHAIN LINK FENCEEXISTING STORM DRAIN LINEEXISTING UNDERDRAIN LINEEXISTING STORM DRAIN MANHOLEEXISTING CATCH BASINEXISTING CLEAN OUTEXISTING WATER LINEEXISTING WATER METEREXISTING GATE VALVEEXISTING FIRE HYDRANTEXISTING WATER VAULTEXISTING WATER MANHOLEABBREVIATIONSACASPHALT CONCRETE PAVEMENTACASBESTOS CONCRETE PIPEAOAAIRCRAFT OPERATIONS AREAB/NBETWEENBOBLOWOFFCBCATCH BASINCLCENTERLINECOCLEANOUTCONCCONCRETEDIDUCTILE IRONDIADIAMETEREAEACHELELEVATIONEOPEDGE OF PAVEMENTESCEROSION AND SEDIMENT CONTROLEXEXISTINGEXSTEXISTINGFGFINISHED GRADEFOFIBER OPTICFTFOOT/FEETHMAHOT MIX ASPHALTHYDHYDRANTININCHESMAXMAXIMUMMINMINIMUMOCON CENTEROFFOFFSETPPOWERPACSPRIMARY AIRPORT CONTROL STATIONTTELECOMMUNICATIONSTLNTAXILANETWTAXIWAYTWYTAXIWAYPEPLAIN ENDPROPPROPOSEDPVCPOLY VINYL CHLORIDERPRRESIDENT PROJECT REPRESENTATIVERWRUNWAYRWYRUNWAYSACSSECONDARY AIRPORT CONTROL STATIONSSSANITARY SEWERSDSTORM DRAINSTASTATIONTYPTYPICALWWATERLEGEND CONT.EXISTING ELECTRICAL LINEEXISTING AIRFIELD LIGHTEXISTING ELECTRICAL VAULTEXISTING JUNCTION BOXEXISTING AIRFIELD GUIDANCE SIGNEXISTING COMMUNICATION LINEEXISTING COMMUNICATION VAULTEXISTING SEWER LINEEXISTING SEWER MANHOLEEXISTING COMPRESSED AIR LINEEXISTING COMPRESSED AIR VAULTEXISTING ELECTRICAL HANDHOLEPR-43130112/02/2024 PLAN & PROFILE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE21C1.1TAXIWAY A PLAN & PROFILE STA 22+50 TO 32+8022C1.2TAXIWAY A PLAN & PROFILE STA 32+80 TO 45+2023C1.3TAXIWAY A & A1 PLAN & PROFILE STA 45+20 TO 57+6024C1.4TAXIWAY A2 PLAN & PROFILE25C1.5TAXIWAY A3 PLAN & PROFILE26C1.6TAXIWAY A4 PLAN & PROFILE27C1.7TAXIWAY A5 PLAN & PROFILE28C1.8PAVING DETAILS 1 OF 729C1.9PAVING DETAILS 2 OF 730C1.10PAVING DETAILS 3 OF 731C1.11PAVING DETAILS 4 OF 732C1.12PAVING DETAILS 5 OF 733C1.13PAVING DETAILS 6 OF 734C1.14PAVING DETAILS 7 OF 7SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\01_G0.1 COVER SHEET.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYSHEET INDEXG0.202 OF 114GENERAL SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE01G0.1COVER SHEET02G0.2SHEET INDEX03G1.1SITE & SURVEY CONTROL PLAN04G2.1CONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 205G2.2CONSTRUCTION SAFETY & PHASING OVERVIEW 2 OF 206G2.3CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 207G2.4CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 208G2.5CONSTRUCTION SAFETY & PHASING WORK AREA 1 AND R109G2.6CONSTRUCTION SAFETY & PHASING WORK AREA 210G2.7CONSTRUCTION SAFETY & PHASING WORK AREA 3A, 3B AND R311G2.8CONSTRUCTION SAFETY & PHASING WORK AREA 4, R4, 5 AND R512G2.9CONSTRUCTION SAFETY & PHASING WORK AREA R6 AND R813G2.10CONSTRUCTION SAFETY & PHASING WORK AREA R714G2.11CONSTRUCTION SAFETY & PHASING WORK AREA F1 AND F215G2.12CONSTRUCTION SAFETY & PHASING WORK AREA R9 AND F3PAVEMENT DEMOLITION SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE16C0.1PAVEMENT DEMOLITION PLAN 1 OF 317C0.2PAVEMENT DEMOLITION PLAN 2 OF 318C0.3PAVEMENT DEMOLITION PLAN 3 OF 319C0.4PAVEMENT DEMOLITION DETAILS 1 OF 220C0.5PAVEMENT DEMOLITION DETAILS 2 OF 2GRADING SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE35C2.1GRADING PLAN 1 OF 636C2.2GRADING PLAN 2 OF 637C2.3GRADING PLAN 3 OF 638C2.4GRADING PLAN 4 OF 639C2.5GRADING PLAN 5 OF 640C2.6GRADING PLAN 6 OF 641C2.7MILL AND OVERLAY PLAN 1 OF 10 WEST APRON42C2.8MILL AND OVERLAY PLAN 2 OF 10 WEST APRON43C2.9MILL AND OVERLAY PLAN 3 OF 10 WEST APRON44C2.10MILL AND OVERLAY PLAN 4 OF 10 WEST APRON45C2.11MILL AND OVERLAY PLAN 5 OF 10 WEST APRON46C2.12MILL AND OVERLAY PLAN 6 OF 10 WEST APRON47C2.13MILL AND OVERLAY PLAN 7 OF 10 TAXIWAY A548C2.14MILL AND OVERLAY PLAN 8 OF 10 TAXIWAY A449C2.15MILL AND OVERLAY PLAN 9 OF 10 TAXIWAY A350C2.16MILL AND OVERLAY PLAN 10 OF 10 TAXIWAY A251C2.17TAXIWAY A GRADING SECTIONS52C2.18TAXIWAY A GRADING SECTIONS53C2.19TAXIWAY A GRADING SECTIONS54C2.20TAXIWAY A GRADING SECTIONS55C2.21TAXIWAY A GRADING SECTIONS56C2.22TAXIWAY A GRADING SECTIONS57C2.23TAXIWAY A GRADING SECTIONS58C2.24TAXIWAY A & A7 GRADING SECTIONSPAVEMENT MARKING SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE59C3.1PAVEMENT MARKING PLAN 1 OF 360C3.2PAVEMENT MARKING PLAN 2 OF 361C3.3PAVEMENT MARKING PLAN 3 OF 362C3.4PAVEMENT MARKING DETAILS 1 OF 363C3.5PAVEMENT MARKING DETAILS 2 OF 364C3.6PAVEMENT MARKING DETAILS 3 OF 3EROSION CONTROL SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE65C5.1EROSION CONTROL PLAN 1 OF 366C5.2EROSION CONTROL PLAN 2 OF 367C5.3EROSION CONTROL PLAN 3 OF 368C5.4EROSION CONTROL DETAILS 1 OF 269C5.5EROSION CONTROL DETAILS 2 OF 2STORM DRAINAGE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE70C6.0STORM DRAINAGE GENERAL NOTES71C6.1STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 372C6.2STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 373C6.3STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 374C6.4UNDERDRAIN PLAN 1 OF 375C6.5UNDERDRAIN PLAN 2 OF 376C6.6UNDERDRAIN PLAN 3 OF 377C6.7STORM PLAN & PROFILE 1 OF 878C6.8STORM PLAN & PROFILE 2 OF 879C6.9STORM PLAN & PROFILE 3 OF 880C6.10STORM PLAN & PROFILE 4 OF 881C6.11STORM PLAN & PROFILE 5 OF 882C6.12STORM PLAN & PROFILE 6 OF 883C6.13STORM PLAN & PROFILE 7 OF 884C6.14STORM PLAN & PROFILE 8 OF 885C6.15STORM DETAILS 1 OF 286C6.16STORM DETAILS 2 OF 2LIGHTING AND SIGNAGE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE95E0.1ELECTRICAL SCOPE OF WORK PLAN96E1.1ELECTRICAL DEMOLITION PLAN 1 OF 597E1.2ELECTRICAL DEMOLITION PLAN 2 OF 598E1.3ELECTRICAL DEMOLITION PLAN 3 OF 599E1.4ELECTRICAL DEMOLITION PLAN 4 OF 5100E1.5ELECTRICAL DEMOLITION PLAN 5 OF 5101E2.1ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5102E2.2ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5103E2.3ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5104E2.4ELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5105E2.5ELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5106E2.6ELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLES107E3.1ELECTRICAL DETAILS 1 OF 6108E3.2ELECTRICAL DETAILS 2 OF 6109E3.3ELECTRICAL DETAILS 3 OF 6110E3.4ELECTRICAL DETAILS 4 OF 6111E3.5ELECTRICAL DETAILS 5 OF 6112E3.6ELECTRICAL DETAILS 6 OF 6113E4.1AIRFIELD LIGHTING VAULT DEMOLITION PLAN114E4.2AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN115E4.3SCHEDULE D - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN116E4.4SCHEDULE D - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAN117E5.1TAXIWAY A CIRCUIT MAPWATER SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE87C7.1WATER IMPROVEMENTS PLAN 1 OF 688C7.2WATER IMPROVEMENTS PLAN 2 OF 689C7.3WATER IMPROVEMENTS PLAN 3 OF 690C7.4WATER IMPROVEMENTS PLAN 4 OF 691C7.5WATER IMPROVEMENTS PLAN 5 OF 692C7.6WATER IMPROVEMENTS PLAN 6 OF 693C7.7WATER DETAILS 1 OF 294C7.8WATER DETAILS 2 OF 2R-43130212/02/2024 1+002+003+004+005+00 0+002+004+006+0032+0034+0036+0038+0040+0042+0044+0046+0048+0050+0052+0054+00TW-A3 STA 0+00.00E: 1298185.274N: 183461.533TW-A3 STA 7+0 0 . 0 0E: 1298636.939N: 183996.322 TW-A2 STA 6+00.00E: 1298599.809N: 184990.113TW-A2 STA 0+00.00E: 1298001.928N: 184939.733TW A1-A-A7 STA 53+30.86 E: 1298169.537 N: 185332.540 TW A1-A-A7 STA 56+05.75E: 1298329.225N: 185521.616R1 7 5 'TW A1-A-A7 STA 58+00.00E: 1298522.789N: 185537.927500EL: 22.87N: 185492.50E: 1298139.39FOUND 3" BRASSDISK "GPS-1"501EL: 22.75N: 185108.23E: 1298115.41SET MAG MAILW/ WASHER512EL: 24.77N: 183481.01E: 1298228.23SET MAG NAILW/ WASHER513EL: 23.88N: 183807.41E: 1298199.08SET MAG NAILW/ WASHER514EL: 23.98N: 184126.15E: 1298181.67SET MAG NAILW/ WASHER515EL: 23.42N: 184492.60E: 1298164.12SET MAG NAILW/ WASHER516EL: 21.99N: 184820.77E: 1298139.96SET MAG NAILW/ WASHER517EL: 24.11N: 185628.33E: 1298446.40FOUNDMONUMENT"300"518EL: 22.65N: 185416.86E: 1298290.03SET SCRIBED "X"519EL: 21.50N: 185095.22E: 1298359.60SET SCRIBED "X"520EL: 21.53N: 184841.28E: 1298381.07SET SCRIBED "X"521EL: 22.56N: 184551.26E: 1298410.53SET SPIKE W/CAP522EL: 23.47N: 184247.02E: 1298429.15SET SCRIBED "X"523EL: 23.20N: 183758.98E: 1298375.89SET SCRIBED "X"524EL: 23.66N: 183555.27E: 1298495.26SET SPIKEW/CAP525EL: 23.74N: 183348.07E: 1298504.51SET SPIKEW/CAP539EL: 24.13N: 185329.36E: 1298471.84FOUND MAGNAIL540EL: 22.28N: 185177.34E: 1298241.01FOUNDMONUMENT"1270"TW-A3 STA 2+00.00 =TW A1-A-A7 STA 36+06.56TW-A2 STA 2+00.00 =TW A1-A-A7 STA 49+53.51AHEADLANEONEAHEADLANEONETW A1-A-A7 STA 0+00.00E: 1298990.001N: 180379.657TW A1-A-A7 STA 2+26.69E: 1298764.114N: 180360.622R175'TW A6 STA 0+00.00E: 1298287.878N: 181857.901TW A6 STA 6+00.00E: 1298832.448N: 181606.0222+0 0 4+0 0 TW A5 STA 7+00.00E: 1298783.472N: 182257.369TW A5 STA 0+00.00E: 1298248.683N: 182709.0342+00 4+00 6+008+0010+0012+0014+0016+0018+0020+0022+0024+0026+0028+0030+002+00 4+00TW A4 STA 6+00.00E: 1298773.220N: 182932.183TW A4 STA 0+00.00E: 1298175.339N: 182881.8022+004 + 0 06+00502EL: 30.01N: 180241.27E: 1298550.18FOUND 1-3/4"BRASS DISK503EL: 28.77N: 180577.63E: 1298481.85SET MAG NAILW/ WASHER505EL: 27.86N: 180964.29E: 1298449.28SET MAG NAILW/ WASHER506EL: 27.18N: 181310.36E: 1298419.99SET MAG NAILW/ WASHER507EL: 26.03N: 181584.91E: 1298411.84SET MAG NAILW/ WASHER508EL: 25.41N: 181982.90E: 1298374.79SET SCRIBED "X"509EL: 25.12N: 182361.42E: 1298331.73SET MAG NAILW/ WASHER510EL: 25.44N: 182724.05E: 1298301.66SET MAG NAILW/ WASHER511EL: 25.11N: 183095.52E: 1298261.23SET MAG NAILW/ WASHER526EL: 23.70N: 183020.49E: 1298534.27SET SCRIBED "X"527EL: 23.13N: 182841.63E: 1298472.21SET SCRIBED "X"528EL: 23.77N: 182534.93E: 1298531.10SET SCRIBED "X"529EL: 24.33N: 182327.98E: 1298581.65SET SPIKEW/CAP530EL: 24.62N: 182115.78E: 1298626.29SET SPIKEW/CAP531EL: 24.67N: 181875.59E: 1298631.53SET SCRIBED "X"532EL: 25.01N: 181538.82E: 1298659.62SET SCRIBED "X"533EL: 25.87N: 181256.01E: 1298680.62SET SPIKEW/CAP534EL: 27.99N: 180936.32E: 1298711.52SET SPIKEW/CAP535EL: 29.58N: 180521.17E: 1298746.17SET SCRIBED "X"536EL: 30.54N: 180607.10E: 1298870.34FOUND MAGNAIL537EL: 32.28N: 180268.63E: 1298899.02FOUND MAGNAIL W/ WASHER538EL: 29.07N: 180757.80E: 1298609.05FOUNDMONUMENT"1266"600EL: 26.82N: 182345.49E: 1298190.52SET MAG NAILW/ WASHER601EL: 27.32N: 182661.28E: 1298078.22SET REBAR W/CAP602EL: 24.69N: 182958.56E: 1298156.77SET MAG NAILW/ WASHER1276EL: 25.61N: 182043.42E: 1298249.54FOUND LEAD &TACK "CP 1276"TW A6 STA 2+00.00 =TW A1-A-A7 STA 17+59.65TW A5 STA 2+00.00 =TW A1-A-A7 STA 25+68.55TW A4 STA 2+00.00 =TW A1-A-A7 STA 28+88.29TW A1-A-A7 STA 5+01.58E: 1298575.038N: 180520.310SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\02_G1.0 SITE & SURVEY CONTROL PLAN.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 100200100'NDECEMBER 202435022.008.02AS NOTEDGJRSAWDMYSITE & SURVEY CONTROL PLANG1.103 OF 114SURVEY NOTES1.SURVEY CONTROL PROVIDED HEREIN IS BASED ON TOPOGRAPHIC SURVEYCOMPLETED BY 1 ALLIANCE GEOMATICS IN JUNE 2023.2.HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM,NORTH ZONE, NAD83(2011), US SURVEY FOOT.3.VERTICAL DATUM: NAVD884.BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM,NORTH ZONE, NAD83(2011), US SURVEY FOOT (GRID)N 01° 06' 13" W [FOUND MONUMENT (1 ALLIANCE #502) TO FOUNDMONUMENT (1 ALLIANCE #517)]5.PROJECT BENCHMARK: (CITY OF RENTON #1276) FOUND TACK IN LEAD(PUBLISHED ELEV = 25.61').LEGENDCONTROL MONUMENTADDITIONAL REFERENCE POINTSMATCHLINE, SEE BELOW MATCHLINE, SEE ABOVE TAXIWAY ATAXIWAY A7TAXIWAY A6TAXIWAY A5TAXIWAY A4TAXIWAY A3TAXIWAY A2TAXIWAY A1TAXIWAY ABOEING APRON CBOEING APRON BLAKEWASHINGTONRUNWAY 16-34RUNWAY 16-34SURVEY NOTES CONT.6.FIELD WORK FOR THIS SURVEY WAS PERFORMED IN JUNE 2023.MONUMENTS AND CONTROL POINTS SHOWN HEREIN WERE VISITEDAND/OR SET IN JUNE 2023.7. CONTOURS SHOWN ARE DERIVED FROM DIRECT FIELD OBSERVATIONS.8. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREIN AREAPPROXIMATE LOCATIONS ONLY BASED ON THE FIELD LOCATION OFUTILITY LOCATE PAINT MARKS AND PHYSICAL FEATURES VISIBLE ON ORABOVE THE GROUND SURFACE. THE CONTRACTOR SHALL DETERMINE THEEXACT LOCATION OF ANY AND ALL UNDERGROUND UTILITIES BEFOREBEGINNING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES ARISING OUT OF HIS/HER FAILURE TO EXACTLYLOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES.SURVEY NOTES CONT.9. UTILITY LOCATES FOR THIS PROJECT WERE PERFORMED BY APPLIEDPROFESSIONAL SERVICES (APS) 425-728-2719.10. EXISTING SITE FEATURES PORTRAYED AS BACKGROUND INFORMATION ON ALLPLANS IN THIS DRAWING SET ARE BASED ON THE BEST INFORMATION AVAILABLEAND WERE COMPILED USING INFORMATION OBTAINED FROM RECORD DRAWINGSPROVIDED BY THE AIRPORT, GIS, AND THE TOPOGRAPHIC SURVEY COMPLETED BY1 ALLIANCE GEOMATICS. CONTRACTOR SHALL VERIFY ALL EXISTING SITECONDITIONS IN THE FIELD AND NOTIFY THE AIRPORT IMMEDIATELY IF THERE AREDISCREPANCIES TO WHAT IS SHOWN ON THESE PLANS.11. STATION OFFSET INFORMATION INDICATED FOR EXISTING MONUMEMNTLOCATIONS IS PROVIDED FOR REFERENCE ONLY AND IS TIED TO THE TAXIWAYA1-A-A7 ALIGNMENT.R-43130312/02/2024 0+00 2+00 4+00 6+008+0010+0012+0014+0016+0018+0020+0022+0024+0026+0028+0030+00250'500'200'400'75'150'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\03_G2.1 CONSTRUCTION SAFETY AND PHASING OVERVIEW.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 MATCHLINE, SEE SHEET G2.20SCALE 1" = 100'200'100'NDECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2G2.104 OF 114G2.11SCALE: 1" = 100'WORK AREA OVERVIEW PLANRUNWAY 16-34STAGINGAREA 4WA F3WA F2TAXIWAY B6TAXIWAY B5TAXIWAY B4TAXIWAY A5TAXIWAY A4TAXIWAY B7TAXIWAY A7WA 2WA F1WA R9WA 1GATE V-7GATE V-6GATE V-8STAGING AREA 3GATE V-5WA R1AIRPORT WAY RAINIER AVE NW PERIMETER RDPLACE LIGHTED RUNWAY CLOSURE"X" OVER RUNWAY NUMERALSDURING RUNWAY CLOSURE (TYP)CLCLCLTAXIWAY A6WA R6WA R7WA R8BUILDING 243/AIRPORT OFFICEBUILDING 250/CASCADIANBUILDING 500/HANGARSBUILDING 520/HANGARSBUILDING 540/HANGARSFUELBUILDING 600/CITY HANGARSBUILDING 608/NW SEAPLANESATCTBUILDING 622/PSEBUILDING 5-45/BOEING FUELBOEING B APRONR-431304R-431304GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILYBLACKED OUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX12/02/2024 30+0032+0034+0036+0038+0040+0042+0044+0046+0048+0050+0052+0054+0056+0058+0058+31 250'500'200'400'75'150'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\03_G2.1 CONSTRUCTION SAFETY AND PHASING OVERVIEW.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 100'200'100'NMATCHLINE, SEE SHEET G2.1 G2.21SCALE: 1" = 100'WORK AREA OVERVIEW PLANDECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGOVERVIEW 2 OF 2G2.205 OF 114MATCHLINE, SEE SHEET G2.1 WA R1WA 2WA 3BWA R4WA 4STAGING AREA 1TAXIWAY B3RUNWAY 16-34TAXIWAY A3TAXIWAY A2TAXIWAY A1GATE V-4GATE V-3GATE V-2GATE V-1STAGING AREA 2WA R3RAINIER AVE NW PERIMETER RDPLACE LIGHTED RUNWAY CLOSURECROSS OVER RUNWAY NUMERALSDURING RUNWAY CLOSURE (TYP)CLCLCLWA 1WA R5WA 5WA 3ABUILDING 750BUILDING 790BUILDING 800/ RAINIERBUILDING 840/BEFABUILDING 850/BHCBUILDING 860/NW SEAPLANESBOEING C APRON820 PARCELSTAGING AREA 1A,AVAILABLE DURINGWA 4 & 5 ONLYR-431305R-431305GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILYBLACKED OUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX12/02/2024 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\04_G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 GENERAL WORK AREA NOTES:1.THE CONTRACTOR SHALL BE RESTRICTED TO USE THE ENTRANCE ANDHAULING ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAASAFETY PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NOPERSONAL VEHICLES SHALL BE ALLOWED OUTSIDE OF THE STAGING AREA.THE AIRPORT MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENTFROM THE SITE IN VIOLATION OF AIRPORT SAFETY PROCEDURES.2.CONTRACTOR SHALL AVOID IMPACTS TO AIRFIELD LIGHTING ANDPAVEMENTS OUTSIDE WORK AREA. CONTRACTOR SHALL PROVIDETEMPORARY CONNECTIONS TO KEEP ELECTRICAL SYSTEMS ENERGIZEDOUTSIDE OF THE WORK AREA AT NO COST TO AIRPORT.3.LIMIT EQUIPMENT HEIGHT TO 12' FEET UNLESS OTHERWISE APPROVED BYTHE ENGINEER.4.LIMIT STOCK PILES TO 10' IN HEIGHT AND AT LEAST 320' FROM RUNWAYCENTERLINE AND 62' FROM TAXIWAY CENTERLINE. STOCK PILES SHALL NOTPENETRATE PART 77 SURFACES AS SHOWN IN THESE PLANS.5.IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT AND PERSONNELTO THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BYTHE ENGINEER.6.ACCESS TO ANY WORK AREA MUST BE AUTHORIZED BY THE ENGINEERPRIOR TO WORK IN THAT AREA. NOTIFY THE ENGINEER A MINIMUM OF 72HOURS PRIOR TO BEGINNING WORK IN ANY AREA.7.PLACE LOW LEVEL BARRICADES, BARRICADES, AND TUBULAR MARKERS ASSHOWN AND DESCRIBED IN SECTION 01300 OF THE SPECIFICATIONS.ADDITIONALLY, LOW LEVEL BARRICADES SHALL BE PLACED AT ALLCONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURES(APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH).8.FOR RUNWAY CLOSURE, PLACE CONTRACTOR-PROVIDED ILLUMINATEDCLOSURE CROSSES AS SHOWN. DISENGAGE LIGHTING SYSTEM, BEACON,REILS, RUNWAY 16 PAPI, RUNWAY 34 PAPI, AND WINDCONE DURING RUNWAYCLOSURE(S). DO NOT IMPACT FAA-OWNED FACILITIES.9.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORTRADIO CAPABLE OF MONITORING RENTON GROUND FREQUENCY (121.600)AND THE CTAF (124.7) DURING HOURS WHEN CONTROL TOWER IS CLOSED.10.FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION 01300, AIRPORTSAFETY, IN THE TECHNICAL SPECIFICATIONS.11.MAINTAIN PUBLIC ACCESS TO ALL AIRPORT FACILITIES AND OPERATIONAREAS, OUTSIDE OF CLOSED WORK AREAS, AT ALL TIMES.12.THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AIRFIELD AT ALL TIMESDURING CONSTRUCTION FOR EMERGENCY AMBULANCE AND MEDI-VACOPERATIONS. DURING MEDICAL EVACUATION EMERGENCIES CONTRACTORSHALL MOVE ALL WORKERS AND EQUIPMENT TO THE STAGING AREA.13.THE CONTRACTOR SHALL DISENGAGE LIGHTING CIRCUITS, DARKEN LIGHTFIXTURES, AND COVER GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT ORENGINEER TO PREVENT AIRCRAFT FROM TAXIING TOWARDS CLOSED WORKAREAS.14.STAGING AREAS 1, 1A, 2, 3 AND 4 WILL BE AVAILABLE TO THE CONTRACTORDURING CONSTRUCTION.15.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND AIRPORT A MINIMUMOF 7 DAYS PRIOR TO ANY SCHEDULED RUNWAY CLOSURE WORK TO ALLOWNOTIFICATION TO TENANTS AND THE FAA.WORK IN SAFETY AREAS AND OBJECTFREE AREAS:1.NO WORK IS ALLOWED IN ACTIVE RUNWAY AND TAXIWAY SAFETY AREAS.RUNWAY SAFETY AREA (RSA) AND TAXIWAY SAFETY AREA (TSA) AREDEFINED AS AREAS THAT SHALL BE CLEARED AND GRADED AND HAVE NORUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS. THEMAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAY SAFETYAREA SHALL BE 5%. IN TRANSITIONS FROM PAVED TO UNPAVED AREAS, A1.5 INCH VERTICAL DROP IS ALLOWED. THE RUNWAY AND TAXIWAYSAFETY AREAS SHALL BE MAINTAINED AT ALL TIMES WHEN THE RUNWAYAND TAXIWAY ARE OPEN TO AIR TRAFFIC. PERSONNEL, EQUIPMENT, ORMATERIAL WITHIN A RUNWAY SAFETY AREA AT ANY TIME REQUIRES ACLOSURE. SAFETY AREAS THAT ARE CLOSED FOR CONSTRUCTION MUSTMEET THESE CRITERIA PRIOR TO REOPENING.2.THE CONTRACTOR SHALL ANTICIPATE THE CONSTRUCTION OFTEMPORARY FILLS, COMPACTION, AND GRADING TO MEET THEREQUIREMENTS OF "WORK IN SAFETY AREAS AND OBJECT FREE AREAS",PRIOR TO REOPENING RUNWAYS AND TAXIWAYS. THIS WORK ISCONSIDERED INCIDENTAL TO VARIOUS WORK ITEMS AND SEPARATEPAYMENT WILL NOT BE MADE.3.CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSA WITHOUTAUTHORIZATION FROM THE AIRPORT. ALL EQUIPMENT, TOOLS, ANDMATERIALS SHALL BE MOVED TO STAGING AREAS PRIOR TO REOPENINGA RUNWAY OR TAXIWAY.4.SAFETY AREA LIMITS TAXIWAY - 39.5' FROM RUNWAY 16-34 - 75' FROM5.RUNWAY AND TAXIWAY OBJECT FREE ZONES ARE DEFINED AS AREASTHAT SHALL BE CLEAR OF FIXED OR MOVABLE OBJECTS. NO WORK MAYOCCUR IN TAXIWAY OBJECT OBJECT FREE AREAS UNLESS THE TAXIWAYIS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF EQUIPMENT,MATERIALS OR STOCKPILES IS ALLOWED WITHIN TAXIWAY OBJECT FREEAREAS.6.OBJECT FREE AREA LIMITS TAXIWAYS - 62' FROM RUNWAY 16-34 - 250' FROM7.RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND TAXIWAYOBJECT FREE AREA CRITERIA MUST BOTH BE MET PRIOR TO OPENING ANIMPACTED RUNWAY OR TAXIWAY. EQUIPMENT SHALL NOT BE STAGEDWITHIN THE RUNWAY OBJECT FREE AREA.8.CONTRACTOR SHALL ANTICIPATE A FOD WALK WITH AIRPORT STAFF,BOEING STAFF, AND THE ENGINEER PRIOR TO OPENING ANY AREA TO AIRTRAFFIC. THE PRIME CONTRACTOR SHALL ATTEND ANY FOD WALK ANDCORRECT ANY DEFICIENCIES IMMEDIATELY PRIOR TO OPENING TO AIRTRAFFIC.CLCLWORK AREA DESCRIPTIONS:WORK SCHEDULES:·SCHEDULE A: BASE BID (AIP-ELIGIBLE)·SCHEDULE B: ADDITIVE PAVEMENT REHABILITATION (AIP ELIGIBLE)·SCHEDULE C: ADDITIVE PAVEMENT REHABILITATION (NON-AIPELIGIBLE)·SCHEDULE D: ADDITIVE LIGHTING VAULT IMPROVEMENTS (AIPELIGIBLE)·SCHEDULE E: ADDITIVE BID BOEING PAVEMENT IMPROVEMENTS(NON-AIP A ELIGIBLE)·SCHEDULE F: ADDITIVE BID ELECTRICAL (AIP-ELIGIBLE)·SCHEDULE G: ADDITIVE BID WATER (AIP-ELIGIBLE)1.WORK AREA 1 - SCHEDULE A, SCHEDULE B, & SCHEDULE C, & SCHEDULE D2.WORK AREA 2 - SCHEDULE A, SCHEDULE B, & SCHEDULE C, SCHEDULE D, & SCHEDULE E3.WORK AREA 3A - SCHEDULE A, SCHEDULE B, SCHEDULE C, & SCHEDULE E4.WORK AREA 3B - SCHEDULE A, SCHEDULE B, SCHEDULE C, & SCHEDULE E5.WORK AREA 4 - SCHEDULE A, SCHEDULE B, & SCHEDULE C6.WORK AREA 5 - SCHEDULE A, SCHEDULE B, & SCHEDULE C7.WORK AREA R1 - SCHEDULE A8.WORK AREA R3 - SCHEDULE A9.WORK AREA R4 - SCHEDULE A10.WORK AREA R5 - SCHEDULE A11.WORK AREA R6 - SCHEDULE F & SCHEDULE G12.WORK AREA R7 - SCHEDULE F13.WORK AREA R8 - SCHEDULE F14.WORK AREA R9 - SCHEDULE G15.WORK AREA F1 - SCHEDULE A16.WORK AREA F2 - SCHEDULE A17.WORK AREA F3 - SCHEDULE GTOTAL CONSTRUCTION TIME = 135 DAYS (SEE NOTE 5)WA 1 =35 DAYSBEGIN WORK 2026 END WORK 2026NOTES:1.THE WORD "DAYS" IN THIS DETAIL REFERS TO CONTINUOUS CALENDAR DAYS.2.WA F1, WA F2, WA F3 SHALL BE PERFORMED CONCURRENTLY WITHIN THE TOTAL CONSTRUCTION TIME OF WA 1 AND WA 3 (91 DAYS).3.WA R6, WA R7 AND WA R8 SHALL BE PERFORMED CONCURRENTLY WITHIN ANY OTHER PLANNED RUNWAY CLOSURE ASSOCIATEDWITH WA R1, WA R3, WA R4 AND WA R5.4.WA R9 SHALL BE PERFORMED CONCURRENTLY WITHIN ANY OTHER PLANNED RUNWAY CLOSURE ASSOCIATED WITH WA R1, WA R3,WA R4 AND WA R5.5.A CONTINUOUS 2-CALENDAR DAY PERIOD SHALL BE ALLOWED AT THE CONCLUSION OF THE WORK, 30 DAYS AFTER FINAL PAVING,TO ALLOW FOR THE FINAL PAVEMENT MARKING APPLICATION AND FINAL SEEDING. DUE TO WEATHER CONDITIONS, THISAPPLICATION MAY BE DELAYED UNTIL SPRING 2027. THE CONTRACTOR SHALL ANTICIPATE PERFORMING THIS WORK AT NOADDITIONAL COST TO THE OWNER, REGARDLESS OF THE TIMING OF APPLICATION. WITHIN THE 2-CALENDAR DAY PERIOD, THERUNWAY WILL BE CLOSED FOR (1) PERIOD FROM 12:00PM TO 10:00PM.6.WA 2 AND WA R1 MAY BE CONCURRENT WITH THE ALLOWABLE CONTRACT TIMELINE CONSTRAINTS.WA 2 =7 DAYSWA 3A =21 DAYSWA 4 =21 DAYSWA 5 =21 DAYSWA R1 =14 DAYSWA R4 =14 DAYSTRANSITIONALSURFACE S=7:1TRANSITIONALSURFACE S=7:1CLCLPART 77SURFACEEXISTINGGROUNDPROFILE GRADEAT RUNWAYCENTERLINECONTRACTOR STOCKPILEDMATERIAL AND EQUIPMENTSHALL NOT PENETRATE PART 77SURFACE, NOR SHALL IT BE LEFTUNATTENDED WITHIN OBJECTFREE ZONES.RUNWAY 16-34 (250')CLWA F1, WA F2 AND WA F3 = 91 DAYSCLGENERAL SEQUENCING AND PHASING NOTES:1.ALL PHASE 1 WORK SHALL BE COMPLETE WITHIN 133 CONSECUTIVE CALENDAR DAYS OF CONTRACTNOTICE TO PROCEED. IF WORK IS NOT COMPLETE WITHIN THE 133 CONSECUTIVE CALENDAR DAY PERIOD,LIQUIDATED DAMAGES WILL BE ASSESSED.2.COORDINATE WORK AREA CLOSURES WITH THE AIRPORT TO ENSURE ACCESS AS NEEDED TO MAINTAINAIRPORT OPERATIONS, INCLUDING PROVIDING FOR AND MAINTAINING ACCESS TO THE FOLLOWING:·BOEING C APRON AT ALL TIMES;·ACCESS TO THE GA RAMP AT ALL TIMES; ·ACCESS TO THE HANGAR COMPLEX AT ALL TIMES;·ACCESS TO THE FBO RAMP AT ALL TIMES;2.RUNWAY 16-34 (FULL LENGTH) MUST BE OPEN AT ALL TIMES, EXCEPT DURING SWING SHIFT WORK. SWINGSHIFT WORK INCLUDES WA R1, WA R3, WA R4, WA R5, WA R6, WA R7, WA R8 AND WA R9.3.WORK IN WA 1 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R1.4.WORK IN WA 3A AND 3B MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R3 DURINGCONCURRENT CONTRACTED TIME ONLY.5.WORK IN WA 4 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R4.6.WORK IN WA 5 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R5.7.WA F1, WA F2, AND WA F3 CAN BE CONCURRENT WITH WA 1 AND WA 3.8.WA R9 CAN BE CONCURRENT WITH ANY OTHER PLANNED RUNWAY CLOSURE ASSOCIATED WITH WA R1,WA R3, WA R4, AND WA R5.9.PAVEMENT MARKINGS MUST BE IN PLACE PRIOR TO OPENING A TAXIWAY.10.CONTRACTOR SHALL BE PREPARED TO COVER ("BAG") SIGNS IF DIRECTED BY THE AIRPORT, AT NOADDITIONAL COST.WORK AREA "ACCESS VIA AIRPORT ESCORT"NOTES:1.WHERE "ACCESS VIA AIRPORT ESCORT" IS DESIGNATED ON THE PLANS, THE NOTESTHAT FOLLOW SHALL APPLY. SEE SHEET G2.12 FOR WA F3.3.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BE LIMITED TO 1 ENTRANCEAND 1 EXIT PER CALENDAR DAY. THE CONTRACTOR SHALL MOBILIZE ALL NECESSARYLABOR, EQUIPMENT, MATERIALS, SANITARY FACILITIES, DRINKING WATER, AND OTHERITEMS NECESSARY TO COMPLETE THE WORK WITHIN THE AREA.4.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIOCAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY AND CTAF.5.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTOR SHALL CONTACT THEAIRPORT TO ARRANGE FOR AN ESCORT BY THE AIRPORT FROM THE WORK AREA.GENERAL WORK SCHEDULENOTES:1.A 133 CALENDAR DAY PERIOD IS ALLOWED FOR ALLCONTRACT WORK ASSOCIATED WITH THE PHASE 1,INCLUDING 1 COAT OF TEMPORARY PAVEMENT MARKINGS(WITH GLASS BEADS). ALL AIRPORT FACILITIES SHALL BEOPEN AND USABLE AT THE END OF THE 133 CALENDAR DAYPERIOD.2.THE ONLY WORK EXEMPT FROM THE 133 CALENDAR DAYPERIOD IS THE FINAL PAVEMENT MARKING APPLICATION ANDFINAL SEEDING, WHICH WILL BE ALLOWED OVER 2CONTINUOUS CALENDAR DAYS.3.WITHIN THE 133 CALENDAR DAY PERIOD, THREE PERIODS OF21 CONTINUOUS CALENDAR DAYS AND TWO PERIODS OF 35CONTINUOUS CALENDAR DAYS, AND ONE PERIOD OF 56CONTINUOUS CALENDAR DAYS IS ALLOWED FOR RUNWAY16-34 TO BE CLOSED. THE CONTRACTOR SHALL ANTICIPATESWING SHIFT WORK HOURS DURING THESE PERIODS.DURING THESE PERIODS, ALL WORK WITHIN EACHRESPECTIVE WORK AREA SHALL BE COMPLETED INACCORDANCE TO THE CONSTRUCTION TIMELINE. RUNWAY16-34 SHALL BE OPEN AND USABLE AT THE END OF EACH OFSWING SHIFT PERIOD.4.ANY TIME DURING THE 133 CALENDAR DAY PERIOD, SWINGSHIFT WORK, WHICH REQUIRES THE CLOSURE OF RUNWAY16-34, IS ALLOWED AT THE CONTRACTOR'S OPTION PER THEALLOWED RUNWAY CLOSURE DURATIONS PER WORK AREA.THE CONTRACTOR SHALL PLACE AND MAINTAIN UP TO TWOAIRPORT CLOSURE CROSSES DURING SWING SHIFT WORK.THE CONTRACTOR SHALL ALLOW ADEQUATE TIME FORAIRPORT STAFF TO CONDUCT RUNWAY INSPECTIONS ANDAUTHORIZATION OF THE RUNWAY OPENING UPONCOMPLETION OF SWING SHIFT WORK.WORK PERIOD DEFINITIONS:1."SWING SHIFT WORK," AND THE LIKE SHALL MEAN A TIME PERIOD BEGINNING AFTER 12:00PM AND END BEFORE 10:00PM. FULLCLOSURE OF RUNWAY 16-34 IS REQUIRED DURING SWING SHIFT WORK IN WORK AREAS R1, R3, R4, R5, AND R9. SWING SHIFTWORK SHALL END AT LEAST ONE HOUR BEFORE THE END OF SWING SHIFT WORK TO ALLOW FOR CONTRACTOR CLEANUP,OWNER INSPECTIONS OF THE WORK AREAS, OWNER INSPECTIONS OF THE RUNWAYS AND TAXIWAYS, AND OWNERAUTHORIZATION FOR RUNWAY AND TAXIWAY OPENINGS.2."PAVEMENT CURING PERIOD" SHALL MEAN THE PERIOD OF TIME BEGINNING THE DAY AFTER THE LAST DAY OF PAVING ANDENDING 30 CALENDAR DAYS AFTER THE LAST DAY OF PAVING.WA R3 =14 DAYSDECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 1 OF 2G2.306 OF 114WA R5 =14 DAYSG2.32NO SCALECONSTRUCTION TIMELINEG2.31NO SCALETYPICAL CROSS SECTIONPART 77 SURFACEWA 3B =35 DAYSWATERLINE SEQUENCING AND PHASING NOTES:1.CITY OF RENTON STAFF WILL OPERATE WATER VALVE. NOTIFY ENGINEER AND AIRPORT A MINIMUM OF 7DAYS IN ADVANCE OF WATERLINE WORK IF VALVE SHUT OFF REQUIRED BY THE CITY.2.WORK WITHIN WA F1 WILL REQUIRE WORK WITHIN BOEING FUEL FARM FACILITY. NOTIFY THE ENGINEERAND AIRPORT A MINIMUM OF 14 DAYS IN ADVANCE OF WORK WITHIN WA F1.3.INSTALL NEW HYDRANT BEFORE REMOVAL OF EXISTING.4.WATERLINE WORK ACROSS PERIMETER ROAD WILL REQUIRE A TEMPORARY CLOSURE OF PERIMETERROAD. 3 CONTINUOUS CALENDAR DAYS ARE ALLOWED TO PERFORM ALL WORK WITHIN AND ADJACENT TOPERIMETER ROAD. NOTIFY ENGINEER AND AIRPORT A MINIMUM OF 7 DAYS PRIOR TO ANTICIPATEDPERIMETER ROAD TEMPORARY CLOSURE.R-43130612/02/2024 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\04_G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313ORANGE / WHITE STRIPEHIGH REFLECTIVE SHEETINGBATTERY OR SOLAR POWERED REDLENS STANDARD BARRICADE LIGHTELEVATIONFILL WITH WATEROR SANDORANGE BODYNOTES:1.BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2,CURRENT EDITION.2.PLACE BARRICADE PER THE PLANS OR AS DIRECTED BY THEENGINEER.3.BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THECONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, FILLING,EMPTYING, MOVING, MAINTAINING AND PROTECTING BARRICADESTHROUGHOUT THE DURATION OF THE PROJECT.4.LIGHTS ARE TO BE NO FARTHER APART THAN 10' WHEN PLACED.5.BARRICADES SHALL BE COVERED WITH REFLECTIVE SHEETING OROTHER MATERIAL APPROVED BY THE ENGINEER.6.BARRICADES SHALL BE APPROPRIATELY WEIGHTED DOWN TORESTRICT MOVEMENT FROM HIGH WINDS OR PROP WASH.SELF-CONNECTINGPINS8' - 0"DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 2 OF 2G2.407 OF 114G2.42NO SCALEFOD BARRIER DETAILG2.41NO SCALELOW LEVEL BARRICADE DETAILINSTALL BLACK PRIVACY SCREEN AND AFFIX TO FENCE. CONTRACTOR SHALLSUBMIT MATERIAL TYPE TO ENGINEER FOR APPROVAL. CONTRACTOR SHALLIMMEDIATELY REPAIR ANY TORN OR RIPPED PRIVACY SCREEN AT NOADDITIONAL COST TO THE OWNER.2.375" OD LINE POSTBARRIER PER MANUFACTURERBARRIER PER MANUFACTURERROD WITHTURNBUCKLE1.66" OD RAIL9 GA 2" MESHCHAIN LINK FABRIC2.875" OD BRACE POSTTENSION WIRE2.875" OD CORNER POST6'-0" 10"10"VARIES6' - 0"INSTALL FENCE POSTPER MANUFACTURERSINSTRUCTIONSNOTES:PROVIDE ONE OF THE BARRICADES LISTED BELOW OR SUBMIT ANEQUIVALENT BARRICADE ALTERNATIVE FOR APPROVAL FROM THEENGINEER.1.ROOGUARDS WATERCADE SYSTEM FROM SECURITY CONTRACTORSERVICE, INC.2.HELMERSON BARRIER FENCE SYSTEM FROM HILMERSON3.STEEL FENCE PANEL SECTIONS WITH OTW PLASTIC CONSTRUCTIONBARRIERS FROM OTW SAFETYCONTRACTOR SHALL PROVIDE CONCRETE BARRIERS OR MAINTAINPLASTIC BARRIERS FILLED WITH WATER.G2.43NO SCALETAXIWAY CLOSURE CROSS DETAILNOTES:1.CLOSURE CROSSES TO BE MADE OF YELLOW TRUCK TARP NYLON WEIGHTING18 OUNCES PER SQUARE YARD.2.USE SAND BAGS OR OTHER METHODS APPROVED BY THE ENGINEER TOSECURE CLOSURE CROSSES.YELLOWTW CENTERLINE30'5'12.5'R-43130712/02/2024 20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00970'58'1200'205'TW A1-A-A7STA: 22+45OFF: 38' LTW A1-A-A7STA: 19+94OFF: 95' R76'80'///////////////////////////////////SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\05_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 1.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 50'100'50'NSTAGING AREA 3TAXIWAY A5GATE V-5RUNWAY 16-34TAXIWAY AWA R1WA 11G2.5WORK AREA 1 AND R1 PLANSCALE: 1" = 50'TDECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 1 AND R1G2.508 OF 114TAXIWAY A4TFOR THE DURATION OF WA 1,WA R1 AND WA 2 SEE NOTE 1FOR THE DURATION OF WA 1 AND R1SEE NOTE 3 (APPROXIMATELY 4 SIGNS)SEE NOTE 4LEGENDTEMPORARY BLACKOUT PAVEMENTMARKINGFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX////////////STAGING AREA 4WHEN WORK OCCURS IN WA 1 AND WA R1,PLACE TAXIWAY CLOSURE CROSS ATCONCLUSION OF EACH WORK DAY, PER3G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILYBLACKED OUT AND REPLACED IN THE SAME LOCATION, ATTHE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.4.SERVICE ROAD WILL REMAIN OPEN TO VEHICLE TRAFFICONLY DURING WORK AREA 1 AND WORK AREA R1.CONTRACTOR SHALL ANTICIPATE COORDINATING EQUIPMENTAND TRUCKING WITH GATE GUARD/TRAFFIC CONTROLFLAGGER TO REDUCE IMPACTS TO VEHICLE SERVICE ROAD.5.ADJUST LOW LEVEL BARRICADES AS NEEDED TOACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'.VERIFY WITH RPR PRIOR TO PLACING. (TYP)6.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHENRUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDEROFZ.7.END TEMPORARY BLACK OUT PAVEMENT MARKING ATSAWCUT LINE.WHEN WORK OCCURS IN WA 1 AND WA R1,PLACE TAXIWAY CLOSURE CROSS ATCONCLUSION OF EACH WORK DAY, PER3G2.4 SEE NOTE 6 SEE NOTE 5 (TYP) SEE NOTE 6BUILDING 600/CITY HANGARSBUILDING 608/NW SEAPLANESATCTBUILDING 622/PSEBUILDING 5-45/BOEING FUELBUILDING 750R-431308SEE NOTE 7± 250'REFER TO DEMOLITION PLANS FORPAVEMENT MARKING REMOVAL12/02/2024 20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00X XXTW A1-A-A7STA: 22+30OFF: 33' LTW A1-A-A7STA: 20+50OFF: 111' LTW A1-A-A7STA: 23+15OFF: 110' LTW A1-A-A7STA: 23+14OFF: 93' LTW A1-A-A7STA: 24+72OFF: 93' LTW A1-A-A7STA: 24+72OFF: 80' LTW A1-A-A7STA: 25+39OFF: 80' LTW A1-A-A7STA: 25+39OFF: 147' LTW A1-A-A7STA: 25+18OFF: 147' LTW A1-A-A7STA: 25+19OFF: 176' LTW A1-A-A7STA: 25+66OFF: 175' LTW A1-A-A7STA: 25+66OFF: 157' LTW A1-A-A7STA: 25+66OFF: 95' LTW A1-A-A7STA: 32+00OFF: 94' LTW A1-A-A7STA: 32+00OFF: 33' LTW A1-A-A7STA: 22+50OFF: 83' LTW A1-A-A7STA: 20+49OFF: 83' LTW A1-A-A7STA: 22+50OFF: 59' LTW A1-A-A7STA: 22+30OFF: 59' L////////////////////////////////////SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\06_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 2.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 2G2.6WORK AREA 2 PLANSCALE: 1" = 50'DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 2G2.609 OF 114TAXIWAY A5GATE V-5TAXIWAY AWA 2TTAXIWAY A4TGATE V-5STAGING AREA 3STAGING AREA 4LEGENDTEMPORARY BLACKOUT PAVEMENTMARKINGFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX////////////FOR THE DURATION OF WA 2SEE NOTE 3 (APPROXIMATELY 4 SIGNS)0SCALE 1" = 50'100'50'NGENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILYBLACKED OUT AND REPLACED IN THE SAME LOCATION, ATTHE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.4.ADJUST LOW LEVEL BARRICADES AS NEEDED TOACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'.VERIFY WITH RPR PRIOR TO PLACING. (TYP)5.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROMFENCE BOUNDARY. WORK WITHIN BOEING LEASE AREAREQUIRES BOEING BADGING PRIOR TO ENTRY.6.END TEMPORARY BLACK OUT PAVEMENT MARKING ATSAWCUT LINE.BUILDING 600/CITY HANGARSBUILDING 608/NW SEAPLANESATCTBUILDING 622/PSEBUILDING 5-45/BOEING FUELBUILDING 750WHEN WORK OCCURS IN WA 2,PLACE TAXIWAY CLOSURE CROSS PER3G2.4WHEN WORK OCCURS IN WA 2,PLACE TAXIWAY CLOSURE PER3G2.4REFER TO DEMOLITION PLANS FORPAVEMENT MARKING REMOVALFOR THE DURATION OF WA 1,WA R1 AND WA 2 SEE NOTE 1BOEING FUEL FARM,SEE NOTE 5SEE NOTE 5SEE NOTE 4 (TYP)R-431309± 230'SEE NOTE 612/02/2024 32+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+00195'297'205'TW A1-A-A7STA: 32+00OFF: 94' LFODFODFODFODFODFODFODFODFODFODFOD FOD 100' (TYP)262'FOD263'736'129'195'TW A1-A-A7STA: 38+40OFF: 101' RTW A1-A-A7STA: 37+63OFF: 25' R/////////////////////////////////////////////////////////SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\07_G2.7 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 3.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 1G2.7WORK AREA 3A, 3B AND R3 PLANSCALE: 1" = 50'RUNWAY 16-34WA R3WA 3AGATE V-4TAXIWAY ATSTAGING AREA 2TAXIWAY A3DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 3A, 3B AND R3G2.710 OF 114FOR THE DURATION OFWA 3 AND R3 SEE NOTE 1FOR THE DURATION OF WA 3 AND R3SEE NOTE 3 (APPROXIMATELY 2 SIGNS)SEE NOTE 4LEGENDTEMPORARY BLACKOUT PAVEMENTMARKINGFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX////////////IN PLACE DURING WA 3AIN PLACE DURING WA 3BIN PLACE DURINGWA 3A AND WA 3BIN PLACE DURING WA 3AIN PLACE DURING WA 3BWA 3BGENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSIONOF WORK IN WA R3 AND WA 3A.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.4.FOD FENCE SHALL BE INSTALLED AND APPROVED BY RPR PRIOR TOANY WORK BEGINNING. REMOVE AT THE CONCLUSION OF WORK.5.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATECONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TOPLACING. (TYP)6.BOEING LEASE AREA EXTENDS APPROXIMATLY 10' FROM FENCEBOUNDARY. WORK WITHIN BOEING LEASE AREA REQUIRES BOEINGBADGING PRIOR TO ENTRY.7.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAYOPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ.8.BOEING NO LONGER STAGES AIRCRAFT ON THIS PARCEL.9.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE.BUILDING 750BUILDING 790BUILDING 800/ RAINIERBUILDING 840/BEFA820 PARCELSEE NOTE 8BOEING C APRONSEE NOTE 6GATE V-3WHEN WORK OCCURS IN WA 3APLACE TAXIWAY CLOSURE CROSS PERWHEN WORK OCCURS IN WA R3,PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF WORK DAY3G2.4SEE NOTE 7ACCESS /HAULROUTE FOR WA 3AACCESS /HAULROUTE FOR WA 3BSEE NOTE 6SEE NOTE 6SEE NOTE 5 (TYP)SEE NOTE 7R-4313100SCALE 1" = 50'100'50'NSEE NOTE 4SEE NOTE 4SEE NOTE 912/02/2024 50+0051+0052+0053+0054+0055+0056+0057+00 270'184'205' 180'199'13'145'TW A1-A-A7STA: 52+26OFF: 79' L162'// / / / / / /////240' RSA, SEE NOTE 747+0048+0049+0050+0051+0052+0053+0054+00205'195'71'16'397'667'TW A1-A-A7STA: 47+58OFF: 94' L/////////////////////////////////////////// / /SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\08_G2.8 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 4 AND 5.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 RUNWAY 16-34WA R52G2.8WORK AREA 5 AND R5 PLANSCALE: 1" = 50'1G2.8WORK AREA 4 AND R4 PLANSCALE: 1" = 50'WA 4RUNWAY 16-34TAXIWAY A2TAXIWAY AGATE V-1TAXIWAY A1TAXIWAY AWA 5GATE V-2WA R4TTSTAGING AREA 1STAGING AREA 1TDECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 4, R4, 5 AND R5G2.811 OF 114FOR THE DURATION OFWA 5 AND R5 SEE NOTE 1FOR THE DURATION OFWA 4 AND R4 SEE NOTE 1TLEGENDTEMPORARY BLACKOUT PAVEMENTMARKINGFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX////////////FOR THE DURATION OF WA 4 AND R4SEE NOTE 3 (APPROXIMATELY 2 SIGNS)FOR THE DURATION OF WA 5 AND R5SEE NOTE 3 (APPROXIMATELY 2 SIGNS)GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILYBLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THECONCLUSION OF WORK IN WA R4 AND WA4 OR WA R5 AND WA 5.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.4.ADJUST LOW LEVEL BARRICADES AS NEEDED TOACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFYWITH RPR PRIOR TO PLACING. (TYP)5.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHENRUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ.6.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUTLINE.7.CONTRACTOR TO COORDINATE WORK WITH RPR DURING WA R5TO ALLOW COORDINATION WITH AIRPORT AND AIR TRAFFICCONTROL TOWER TO TEMPORARILY REDUCE THE RUNWAYLENGTH AVAILABLE.BUILDING 850/BHCBUILDING 860/NW SEAPLANESBUILDING 860/NW SEAPLANESSTAGING AREA 1ASEE NOTE 5WHEN WORK OCCURS IN WA 4, PLACE TAXIWAY CLOSURE CROSS PERSEE NOTE 4 (TYP)SEE NOTE 4 (TYP)STAGING AREA 1A3G2.4WHEN WORK OCCURS IN WA 5,PLACE TAXIWAY CLOSURE CROSS PERR-4313110SCALE 1" = 50'100'50'NWHEN WORK OCCURS IN WA R4,PLACE TAXIWAY CLOSURE CROSSAT CONCLUSION OF WORK DAY.3G2.4± 120'SEE NOTE 6SEE NOTE 6WHEN WORK OCCURS IN WA R4,PLACE TAXIWAY CLOSURE CROSSAT CONCLUSION OF WORK DAY.12/02/2024 0+00 1+00 2+00 3+00 4+00TW A1-A-A7STA: 2+90OFF: 203' LTW A1-A-A7STA: 2+13OFF: 179' LTW A1-A-A7STA: 2+01OFF: 148' LTW A1-A-A7STA: 2+01OFF: 96' LTW A1-A-A7STA: 2+10OFF: 70' LTW A1-A-A7STA: 2+31OFF: 55' LTW A1-A-A7STA: 3+13OFF: 171' LTW A1-A-A7STA: 3+43OFF: 131' LTW A1-A-A7STA: 3+43OFF: 118' L16+0017+0018+0019+0020+0021+0022+0023+0024+0025+00352'247'100'150'76'TW A1-A-A7STA: 17+98OFF: 25' RTW A1-A-A7STA: 17+75OFF: 44' RTW A1-A-A7STA: 17+47OFF: 77' RTW A1-A-A7STA: 17+31OFF: 101' RTW A1-A-A7STA: 17+14OFF: 133' RTW A1-A-A7STA: 17+11OFF: 156' RTW A1-A-A7STA: 17+19OFF: 179' RTW A1-A-A7STA: 17+28OFF: 189' RTW A1-A-A7STA: 17+53OFF: 201' RSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\09_G2.10 CONSTRUCTION SAFETY AND PHASING PLAN PHASE R6 AND R8.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313RUNWAY 16-34WA R8GATE V-71G2.9WORK AREA R8 PLANSCALE: 1" = 50'TAXIWAY A7DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA R6 AND R8G2.912 OF 114LEGENDTEMPORARY BLACKOUT PAVEMENTMARKINGFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX////////////RUNWAY 16-34TAXIWAY ATAXIWAY A5WA R62G2.9WORK AREA R6 PLANSCALE: 1" = 50'TAXIWAY ATTAXIWAY A6TTSTAGING AREA 5STAGING AREA 4GATE V-6GENERAL NOTES1.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR ANDMAINTAINED AT THE EXPENSE OF THE CONTRACTOR.2.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.3.WORK IN WA R8 INCLUDES SCHEDULE F WORK ONLY.4.WORK IN WA R6 INCLUDES SCHEDULE F AND SCHEDULE G WORK ONLY.5.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTS ALONG TAXIWAY, ASNEEDED. MOVE PERSONNEL, EQUIPMENT, AND VEHICLES 62' FROM TAXIWAY A CENTERLINEWHEN AIRCRAFT ARE TRAVERSING IN FRONT OF THE ACTIVE WORK AREA.6.WORK AREA R6 MAY HAVE OPERATIONAL IMPACTS TO BOEING. CONTRACTOR SHALLNOTIFY THE RPR ONE WEEK PRIOR TO STARTING WORK IN WORK AREA R6.BUILDING 243/AIRPORT OFFICEBUILDING 250/CASCADIANBUILDING 520/HANGARSBUILDING 540/HANGARSFUELBUILDING 600/CITY HANGARSBUILDING 608/NW SEAPLANESATCTSEE NOTES4 & 6 (TYP)SEE NOTES4, 5 & 6 (TYP)R-4313120SCALE 1" = 50'100'50'N12/02/2024 0+00 1+00 2+00 3+00 4+00 5+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+00TW A1-A-A7STA: 2+00OFF: 107' RTW A1-A-A7STA: 2+30OFF: 63' RTW A1-A-A7STA: 2+56OFF: 54' RTW A1-A-A7STA: 2+86OFF: 53' RTW A1-A-A7STA: 3+59OFF: 57' RTW A1-A-A7STA: 4+60OFF: 48' RTW A1-A-A7STA: 6+83OFF: 52' RTW A1-A-A7STA: 6+97OFF: 82' RTW A1-A-A7STA: 9+20OFF: 82' RTW A1-A-A7STA: 9+31OFF: 26' RTW A1-A-A7STA: 16+77OFF: 26' RTW A1-A-A7STA: 16+96OFF: 42' RTW A1-A-A7STA: 16+96OFF: 58' RTW A1-A-A7STA: 16+33OFF: 167' RTW A1-A-A7STA: 16+11OFF: 185' RTW A1-A-A7STA: 15+61OFF: 202' RSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\10_G2.10 CONSTRUCTION SAFETY AND PHASING PLAN PHASE R7.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA R7G2.1013 OF 114RUNWAY 16-34TAXIWAY AWA R71G2.10WORK AREA R7 PLANSCALE: 1" = 50'TAXIWAY A6TTSTAGING AREA 5TAXIWAY A7GATE V-7GENERAL NOTES1.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR ANDMAINTAINED AT THE EXPENSE OF THE CONTRACTOR.2.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.3.WORK IN WA R7 INCLUDES SCHEDULE F WORK ONLY.4.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTS ALONG TAXIWAY,AS NEEDED. MOVE PERSONNEL, EQUIPMENT, AND VEHICLES 62' FROM TAXIWAY ACENTERLINE WHEN AIRCRAFT ARE TRAVERSING IN FRONT OF THE ACTIVE WORKAREA.5.WORK AREA R7 MAY HAVE OPERATIONAL IMPACTS TO BOEING. CONTRACTORSHALL NOTIFY THE RPR ONE WEEK PRIOR TO STARTING WORK IN WORK AREA R7.BOEING B APRONBUILDING 250/CASCADIANBUILDING 500/HANGARSBUILDING 520/HANGARSSEE NOTES3, 4 & 5 (TYP)R-4313130SCALE 1" = 50'100'50'NLEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX12/02/2024 25+0026+0027+0028+0029+0030+0031+00TW A1-A-A7STA: 29+70OFF: 195' LTW A1-A-A7STA: 29+70OFF: 343' LTW A1-A-A7STA: 29+69OFF: 366' LTW A1-A-A7STA: 29+32OFF: 360' LTW A1-A-A7STA: 29+35OFF: 340' LTW A1-A-A7STA: 27+31OFF: 301' LTW A1-A-A7STA: 27+01OFF: 292' LTW A1-A-A7STA: 27+01OFF: 243' LTW A1-A-A7STA: 29+50OFF: 242' LTW A1-A-A7STA: 29+50OFF: 195' LX16+0017+0018+0019+0020+0021+00TW A1-A-A7STA: 18+59OFF: 197' LTW A1-A-A7STA: 18+20OFF: 205' LTW A1-A-A7STA: 18+19OFF: 79' LTW A1-A-A7STA: 18+60OFF: 79' LSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\11_G2.11 CONSTRUCTION SAFETY AND PHASING PLAN PHASE F1 AND F2.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 RUNWAY 16-342G2.11WORK AREA F1 PLANSCALE: 1" = 50'1G2.11WORK AREA F2 PLANSCALE: 1" = 50'TAXIWAY AWA F1TAXIWAY ARUNWAY 16-34TAXIWAY A5TAXIWAY A4TTWA F2STAGING AREA 4STAGING AREA 3GATE V-6GATE V-5DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA F1 AND F2G2.1114 OF 114SEE NOTE 3GENERAL NOTES1.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THECONTRACTOR.2.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSEDTAXIWAYS.3.REFER TO WATERLINE SEQUENCING AND PHASING NOTES ONDRAWING G2.3 FOR CLOSURE DURATIONS IMPACTINGPERIMETER ROAD.4.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROMFENCE BOUNDARY. WORK WITHIN BOEING LEASE AREAREQUIRES BOEING BADGING PRIOR TO ENTRY.5.ADJUST LOW LEVEL BARRICADES AS NEEDED TOACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'.VERIFY WITH RPR PRIOR TO PLACING. (TYP)BUILDING 500/HANGARSBUILDING 520/HANGARSBUILDING 540/HANGARSFUELBUILDING 600/CITY HANGARSBOEING FUEL FARMSEE NOTE 4ATCTBUILDING 622/PSEBUILDING 5-45/BOEING FUELBUILDING 750SEE NOTE 5SEE NOTE 5W PERIMETER RDR-4313140SCALE 1" = 50'100'50'NLEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXX12/02/2024 0+00 1+00N: 180231.29E: 1299009.73N: 180286.27E: 1299005.09N: 180201.00E: 1299235.50N: 180299.50E: 1299223.50N: 180189.09E: 1299032.98N: 181784.78E: 1298983.63N: 181863.31E: 1298976.13N: 181867.79E: 1299045.02N: 181853.69E: 1299051.43N: 181824.80E: 1299059.00N: 181790.48E: 1299061.95SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\12_G2.12 CONSTRUCTION SAFETY AND PHASING PLAN PHASE R9 AND F3.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313RUNWAY 16-34WA R9GATE V-8TAXIWAY B1G2.12WORK AREA R9 PLANSCALE: 1" = 50'TAXIWAY B7DECEMBER 202435022.008.02AS NOTEDJNRSASGJRCONSTRUCTION SAFETY & PHASINGWORK AREA R9 AND F3G2.1215 OF 114T1G2.12WORK AREA F3 PLANSCALE: 1" = 50'RUNWAY 16-34TAXIWAY BTAXIWAY B6WA F3SITE ACCESS VIAAIRPORT ESCORTFROM GATE V-8TWORK AREA "ACCESS VIA AIRPORT ESCORT" NOTES:1.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BE LIMITED TO 1 ENTRANCE AND 1 EXIT PERCALENDAR DAY. THE CONTRACTOR SHALL MOBILIZE ALL NECESSARY LABOR, EQUIPMENT,MATERIALS, SANITARY FACILITIES, DRINKING WATER, AND OTHER ITEMS NECESSARY TO COMPLETETHE WORK WITHIN THE AREA.2.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIO CAPABLE OFMONITORING THE AIRPORT GROUND, TOWER, AND CTAF FREQUENCY.3.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTOR SHALL CONTACT THE AIRPORT TOARRANGE FOR AN ESCORT BY THE AIRPORT FROM THE WORK AREA.2G2.12WORK AREA F3 PLANSCALE: 1" = 50'GENERAL NOTES1.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR ANDMAINTAINED AT THE EXPENSE OF THE CONTRACTOR.2.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.3.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN, MOVE ALLTUBULAR MARKERS OUTSIDE ROFZ.4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTIONEQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP)5.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTS ALONG TAXIWAY, AS NEEDED.MOVE PERSONNEL, EQUIPMENT, AND VEHICLES 62' FROM TAXIWAY A CENTERLINE WHENAIRCRAFT ARE TRAVERSING IN FRONT OF THE ACTIVE WORK AREA.6.WORK AREA F3 MAY HAVE OPERATIONAL IMPACTS TO BOEING. CONTRACTOR SHALL NOTIFYTHE RPR ONE WEEK PRIOR TO STARTING WORK IN WORK AREA F3.SEE NOTES 4 & 5SEE NOTE 3R-4313150SCALE 1" = 50'100'50'NLEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAUL ROUTE(BADGE REQUIRED/SEE NOTE 4)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEAOA SECURITY GATE GUARD/TRAFFICCONTROL FLAGGERFODFODWA XWA RXT2G2.41G2.4TEMPORARY CONSTRUCTION FENCEXXXSEE NOTE 612/02/2024 AHEADLANEONEAHEADLANEONE AHEADLANEONE20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00TW A1-A-A7STA: 24+42.80OFF: 33.00' RTW A1-A-A7STA: 28+39.49OFF: 33.00' RTW A1-A-A7STA: 25+81.82OFF: 33.00' RTW A1-A-A7STA: 29+40.83OFF: 33.00' RTW A1-A-A7STA: 25+50.00OFF: 73.00' LTW A1-A-A7STA: 25+50.00OFF: 90.29' LTW A5STA: 4+21.30OFF: 62.53' LTW A5STA: 4+25.97OFF: 67.19' LTW A5STA: 6+40.79OFF: 147.54' RTW A5STA: 6+36.31OFF: 152.02' RTW A4STA: 4+01.18OFF: 90.77' RTW A4STA: 4+07.24OFF: 90.76' RTW A4STA: 4+01.20OFF: 79.23' LTW A4STA: 4+07.20OFF: 79.23' LTW A1-A-A7STA: 22+50.00OFF: 59.00' LTW A1-A-A7STA: 22+50.00OFF: 84.33' LTW A1-A-A7STA: 20+50.00OFF: 84.33' LTW A1-A-A7STA: 20+50.00OFF: 107.27' LTW A1-A-A7STA: 20+75.39OFF: 106.54' LTW A1-A-A7STA: 23+07.70OFF: 107.24' LTW A1-A-A7STA: 23+07.70OFF: 89.75' LTW A1-A-A7STA: 24+70.00OFF: 89.75' LTW A1-A-A7STA: 24+70.00OFF: 73.00' LTW A1-A-A7STA: 22+50.00OFF: 65.00' LTW A1-A-A7STA: 26+00.00OFF: 65.00' LTW A1-A-A7STA: 25+99.93OFF: 90.29' LTW A1-A-A7STA: 28+30.00OFF: 90.29' LTW A1-A-A7STA: 28+30.00OFF: 62.00' LTW A1-A-A7STA: 31+50.00OFF: 0.00'TW A1-A-A7STA: 31+50.00OFF: 24.94' RTW A1-A-A7STA: 27+13.98OFF: 81.00' LTW A1-A-A7STA: 27+13.98OFF: 97.54' LTW A1-A-A7STA: 27+13.98OFF: 90.29' LTW A1-A-A7STA: 29+71.12OFF: 81.00' LTW A1-A-A7STA: 29+71.12OFF: 90.29' L0+001+00 2+00 3+004+005+00 0+002 + 0 0 3 + 0 0 4+ 0 05+006+007+00 TW A1-A-A7STA: 22+50.00OFF: 33.00' LTW A1-A-A7STA: 22+50.00OFF: 25.00' RTW A1-A-A7STA: 22+30.00MATCH EOPTW A1-A-A7STA: 22+30.00OFF: 33.00' LTW A1-A-A7STA: 22+30.00OFF: 59.00' LTW A1-A-A7STA: 29+71.12OFF: 98.84' LSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\13_C0.0 DEMOLITION SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 1 OF 3C0.116 OF 114LEGENDLEGEND CONT.8 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTEVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTHVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTH1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLEINFORMATION. CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL UTILITIES BEFORE COMMENCING WORK, ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESWHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURETO LOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL,COMPRESSED AIR, TELECOMMUNICATION AND STORM DRAIN LINEWHERE SHOWN (MINIMUM OF 2 POTHOLES PER UTILITYCROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FORREVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR.REMOVE LINES AND PIPE BEDDING MATERIAL AS DIRECTED BYENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICALPLANS FOR DISPOSITION OF UTILITY INFRASTRUCTURE, BOTHUNDERGROUND AND PENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BESTAVAILALBLE INFORMATION. CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD.EXISTING HMA PAVEMENT REMOVAL AREAS MAY BE UNDERLAIN WITH PCC OROTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.4.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTSSHALL BE CONSIDERED PART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITHDETAILS 3 AND 4 ON SHEET C0.4. BOTH INTERIM AND FINAL SAWCUTTING SHALLBE INCIDENTAL TO APPLICABLE PAVEMENT REMOVAL BID ITEMS. SAWCUTTINGASSOCIATED WITH REMOVAL OF BURIED PAVEMENTS SHALL BE INCIDENTAL TOAPPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.7.EXISTING PAVEMENT CONTAINS ABANDONED CONCRETE FENCE POSTFOOTINGS, EMBEDDED REBAR OR STEEL PIPES. REMOVAL OF THESE ITEMSSHALL BE CONSIDERED INCIDENTAL TO THE HMA PAVEMENT REMOVAL.EMBEDDED ITEMS IN MILLING AREAS SHALL REMAIN IN PLACE, BUT SHALL BECUT FLUSH WITH MILLED SURFACE. ALL WORK ASSOCIATED WITH LOCATING,MANAGING AND CUTTING EMBEDDED OBJECTS IN MILLING AREAS SHALL BECONSIDERED INCIDENTAL TO THE APPLICABLE HMA MILLING BID ITEMS.GENERAL NOTESGENERAL NOTES CONT.LEGEND CONT.PAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEEGENERAL NOTE 2PSTRIPPING LIMITS, SEE DETAIL 6/C0.51 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 41 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE B1 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE C1 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE ETAXIWAY A5TAXIWAY ATAXIWAY A4 ATCTBOEING FUEL5-45 PARCELPSE 622 PARCELBUILDINGRUNWAY 16-34EXISTING IN-PAVEMENT LIGHTCAN, SEE GENERAL NOTE 3C0.43ORC0.44C0.43ORC0.44C0.42C0.42C0.42EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING CATCH BASIN& TRENCH DRAIN, SEEGENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3SEE GENERALNOTE 3, TYP.PPPPCOORDINATE ACTUAL SAWCUT LIMITS WITHRPR IN THE FIELD BEFORE CUTTING. AVOIDFENCE CONCRETE FOUNDATIONSC0.43ORC0.44C0.59C0.510ORREMOVAL LIMITS SHALL MATCHLIMITS OF NEW STRIPINGAIRPORT-CITY 600PARCEL HANGARSNW SEAPLANES 608 PARCELMAINTENANCE BULDINGPRO-FLIGHT 750PARCEL APRONREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGR-431316R-43131612/02/2024 MPH15MPH15 MPH15 MPH1533+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+007+260+001+002+003+004+005+006+007+00TW A1-A-A7STA: 36+00.67OFF: 33.00' RTW A1-A-A7STA: 37+42.97OFF: 33.00' RTW-A3STA: 4+19.27OFF: 64.21' RTW-A3STA: 4+23.95OFF: 68.89' RTW-A3STA: 6+38.44OFF: 145.68' LTW-A3STA: 6+33.77OFF: 150.36' LTW A1-A-A7STA: 36+40.00OFF: 62.00' LTW A1-A-A7STA: 36+40.00OFF: 81.00' LTW A1-A-A7STA: 40+10.00OFF: 81.00' LTW A1-A-A7STA: 40+10.00OFF: 65.00' LTW A1-A-A7STA: 44+00.00OFF: 65.00' LTW A1-A-A7STA: 44+00.00OFF: 81.00' LTW A1-A-A7STA: 35+01.79OFF: 90.30' LTW A1-A-A7STA: 35+01.79OFF: 99.06' LTW A1-A-A7STA: 35+01.79OFF: 81.00' LTW A1-A-A7STA: 40+17.48OFF: 99.20' LTW A1-A-A7STA: 40+17.48OFF: 90.30' LTW A1-A-A7STA: 40+17.48OFF: 81.00' LSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\13_C0.0 DEMOLITION SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.1 MATCHLINE, SEE SHEET C0.3DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 2 OF 3C0.217 OF 114LEGENDLEGEND CONT.8 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTEVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTHVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTH1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLEINFORMATION. CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL UTILITIES BEFORE COMMENCING WORK, ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESWHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURETO LOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL,COMPRESSED AIR, TELECOMMUNICATION AND STORM DRAIN LINEWHERE SHOWN (MINIMUM OF 2 POTHOLES PER UTILITYCROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FORREVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR.REMOVE LINES AND PIPE BEDDING MATERIAL AS DIRECTED BYENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICALPLANS FOR DISPOSITION OF UTILITY INFRASTRUCTURE, BOTHUNDERGROUND AND PENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BESTAVAILALBLE INFORMATION. CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD.EXISTING HMA PAVEMENT REMOVAL AREAS MAY BE UNDERLAIN WITH PCC OROTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.4.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTSSHALL BE CONSIDERED PART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITHDETAILS 3 AND 4 ON SHEET C0.4. BOTH INTERIM AND FINAL SAWCUTTING SHALLBE INCIDENTAL TO APPLICABLE PAVEMENT REMOVAL BID ITEMS. SAWCUTTINGASSOCIATED WITH REMOVAL OF BURIED PAVEMENTS SHALL BE INCIDENTAL TOAPPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.7.EXISTING PAVEMENT CONTAINS ABANDONED CONCRETE FENCE POSTFOOTINGS, EMBEDDED REBAR OR STEEL PIPES. REMOVAL OF THESE ITEMSSHALL BE CONSIDERED INCIDENTAL TO THE HMA PAVEMENT REMOVAL.EMBEDDED ITEMS IN MILLING AREAS SHALL REMAIN IN PLACE, BUT SHALL BECUT FLUSH WITH MILLED SURFACE. ALL WORK ASSOCIATED WITH LOCATING,MANAGING AND CUTTING EMBEDDED OBJECTS IN MILLING AREAS SHALL BECONSIDERED INCIDENTAL TO THE APPLICABLE HMA MILLING BID ITEMS.GENERAL NOTESGENERAL NOTES CONT.LEGEND CONT.PAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEEGENERAL NOTE 2PSTRIPPING LIMITS, SEE DETAIL 6/C0.51 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 41 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE B1 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE C1 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE ETAXIWAY ATAXIWAY A3BOEING C RAMP770 PARCELRAINIER FLIGHT 800/820PARCEL APRONRUNWAY 16-34REFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGC0.42C0.42C0.43ORC0.44C0.43ORC0.44EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING IN-PAVEMENT LIGHTCAN, SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3SEE GENERALNOTE 3, TYP.PPC0.59C0.510ORPRO-FLIGHT 750PARCEL APRONR-431317R-43131712/02/2024 MPH15 MPH150+001+002+003+004+005+00 45+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+00 57+0058+00 TW A1-A-A7STA: 48+00.00OFF: 33.00' LTW A1-A-A7STA: 48+00.00OFF: 49.00' LTW A1-A-A7STA: 48+50.97OFF: 41.00' RTW A1-A-A7STA: 56+23.50OFF: 66.14' RTW A1-A-A7STA: 52+12.17OFF: 33.00' RTW A1-A-A7STA: 56+31.47OFF: 100.60' LTW A1-A-A7STA: 48+50.97OFF: 33.00' RTW A1-A-A7STA: 56+31.50OFF: 66.14' RTW A1-A-A7STA: 48+26.19OFF: 90.21' LTW A1-A-A7STA: 48+26.21OFF: 74.18' LTW A1-A-A7STA: 54+33.03OFF: 122.57' LTW-A2STA: 3+99.81OFF: 70.55' RTW-A2STA: 4+06.86OFF: 70.55' RTW-A2STA: 3+99.72OFF: 79.28' LTW-A2STA: 4+06.83OFF: 79.28' LTW A1-A-A7STA: 56+37.47OFF: 100.50' LTW A1-A-A7STA: 56+37.50OFF: 66.14' RTW A1-A-A7STA: 53+18.21OFF: 33.00' LTW A1-A-A7STA: 53+18.21OFF: 49.00' LTW A1-A-A7STA: 54+42.06OFF: 101.47' LTW A1-A-A7STA: 44+70.00OFF: 81.00' LTW A1-A-A7STA: 44+70.00OFF: 62.00' LTW A1-A-A7STA: 50+10.00OFF: 49.00' LTW A1-A-A7STA: 50+10.00OFF: 33.00' LTW A1-A-A7STA: 54+36.82OFF: 113.24' LSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\13_C0.0 DEMOLITION SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 3 OF 3C0.318 OF 114LEGENDLEGEND CONT.8 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTEVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTHVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTH1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLEINFORMATION. CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL UTILITIES BEFORE COMMENCING WORK, ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESWHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURETO LOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL,COMPRESSED AIR, TELECOMMUNICATION AND STORM DRAIN LINEWHERE SHOWN (MINIMUM OF 2 POTHOLES PER UTILITYCROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FORREVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR.REMOVE LINES AND PIPE BEDDING MATERIAL AS DIRECTED BYENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICALPLANS FOR DISPOSITION OF UTILITY INFRASTRUCTURE, BOTHUNDERGROUND AND PENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BESTAVAILALBLE INFORMATION. CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD.EXISTING HMA PAVEMENT REMOVAL AREAS MAY BE UNDERLAIN WITH PCC OROTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.4.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTSSHALL BE CONSIDERED PART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITHDETAILS 3 AND 4 ON SHEET C0.4. BOTH INTERIM AND FINAL SAWCUTTING SHALLBE INCIDENTAL TO APPLICABLE PAVEMENT REMOVAL BID ITEMS. SAWCUTTINGASSOCIATED WITH REMOVAL OF BURIED PAVEMENTS SHALL BE INCIDENTAL TOAPPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.7.EXISTING PAVEMENT CONTAINS ABANDONED CONCRETE FENCE POSTFOOTINGS, EMBEDDED REBAR OR STEEL PIPES. REMOVAL OF THESE ITEMSSHALL BE CONSIDERED INCIDENTAL TO THE HMA PAVEMENT REMOVAL.EMBEDDED ITEMS IN MILLING AREAS SHALL REMAIN IN PLACE, BUT SHALL BECUT FLUSH WITH MILLED SURFACE. ALL WORK ASSOCIATED WITH LOCATING,MANAGING AND CUTTING EMBEDDED OBJECTS IN MILLING AREAS SHALL BECONSIDERED INCIDENTAL TO THE APPLICABLE HMA MILLING BID ITEMS.GENERAL NOTESGENERAL NOTES CONT.LEGEND CONT.PAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEEGENERAL NOTE 2PSTRIPPING LIMITS, SEE DETAIL 6/C0.51 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 41 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE B1 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE C1 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 -BID SCHEDULE ETAXIWAY ATAXIWAY A2 TAXIWAY A1 LAKEWASHINGTONBHC 850PARCELHANGARNW SEAPLANES860 PARCELRUNWAY 16-34REFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGC0.45C0.43ORC0.44C0.43ORC0.44C0.42C0.42C0.42EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTINGCATCH BASIN,SEE GENERALNOTE 3PROTECT EXISTING MONITORING WELL.NO GRADE ADJUSTMENT REQUIRED.EXISTING ABOVE GRADE HYDRANT, GATEVALVE, WATER METER AND BACKFLOWPREVENTER, SEE GENERAL NOTE 3PROTECTEXISTINGSIGNSEE GENERALNOTE 3, TYP.EXISTING SURVEY MONUMENT. AS-BUILTPRIOR TO MILLING AND RESET IN KINDUPON FINAL PLACEMENT OF PAVINGMILLING IS IMMEDIATELY ADJACENT TOEXISTING HANGAR. CONTRACTOR SHALL MILLAS CLOSE TO STRUCTURE AS POSSIBLE WHILEAVOIDING DAMAGE TO STRUCTURE.SALVAGE EXISTING UNLIGHTEDINFORMATIONAL SIGN AND RE-SETIN KIND UPON COMPLETION OFPROJECT. INCIDENTAL TO BID.PBEFA 840/846PARCEL APRONEXISTING WATERMETER, BACKFLOWPREVENTER & HOSEBIB, SEE GENERALNOTE 3PROTECT EXISTING BOLLARDS, IFPOSSIBLE. OTHERWISE SALVAGEAND REINSTALL. INCIDENTAL TO BID.EXISTING POWERMETER, SEEGENERAL NOTE 3HANGAR R-431318R-43131812/02/2024 EXISTING HMA SURFACE COURSE,THICKNESS VARIES PER PLANBURIED PCC AND/OR HMA PAVEMENT,THICKNESS VARIES 1 TO 10 INCHESNOTES:1.EXISTING BURIED PCC IS PREDOMINANTLY UNREINFORCED, BUT AREAS CONTAINING REINFORCEMENT MAY OCCUR.PAVEMENT PANELS MAY ALSO BE DOWELED OR TIED.2.CONDITIONS MAY OCCUR WHERE PROPOSED SUBGRADE FALLS IN THE MIDDLE OF A BURIED PAVEMENT LAYER. IN THISSITUATION, FULL BURIED PAVEMENT THICKNESS SHALL BE REMOVED. BACKFILL OF THE RESULTING VOID TO PROPOSEDSUBGRADE SHALL BE PAID AS EMBANKMENT IN PLACE.3.ANY SAWCUTTING REQUIRED FOR REMOVAL OF BURIED PCC OR HMA PAVEMENT SHALL BE INCIDENTAL TO THEUNCLASSIFIED EXCAVATION - WITH PCC UNDERLAYMENT BID ITEM.4.CONTRACTOR MAY ENCOUNTER AREAS WHERE HMA PAVEMENT IS OVERLAID DIRECTLY ON TOP OF PCC UNDERLAYMENT.NO CHANGE IN HOW REMOVALS ARE PAID WILL BE MADE IN THIS SCENARIO. REMOVAL OF ALL MATERIALS BELOW THEASPHALT SURFACE COURSE WILL BE PAID PER THE APPLICABLE UNCLASSIFIED EXCAVATION BID ITEM.EXISTING BASE / SUBGRADEUNCLASSIFIED EXCAVATION -WITH PCC UNDERLAYMENTUNCLASSIFIED EXCAVATION -WITHOUT PCC UNDERLAYMENTPROPOSED SUBGRADE,SEE NOTE 2REMOVAL PAID AS ASPHALTPAVEMENT REMOVALREMOVAL PAID AS UNCLASSIFIEDEXCAVATION, SEE NOTE 4 PROPOSEDFINISHED GRADEMILLED SURFACEVARIABLE DEPTHMILLING, SEE NOTE 1NOTES:1.MILLING DEPTH SHALL BE EITHER 1-INCH OR FINISHED GRADE MINUS NOMINAL OVERLAYTHICKNESS, WHICHEVER IS GREATER. NOMINAL MILLING DEPTH REFERRED TO IN THE PLANSIS BASED ON MINIMUM OVERLAY THICKNESS. REFER TO MILLING PLANS FOR EXACT DEPTHS.2.AREAS WHERE MILLING EITHER PUNCHES THROUGH EXISTING ASPHALT OR LEAVES BEHIND ATHIN SECTION OF ASPHALT THAT BREAKS APART SHALL BE SAW CUT TO FORM A CLEAN EDGE,PREPARED AND RECOMPACTED IN ACCORDANCE WITH P-152. THIS WORK SHALL BE PAID FORAS "OVERLAY BASE PREPARATION". ANY SAW CUTTING AND REMOVAL OF DAMAGEDPAVEMENT SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. ANY ASPHALT LEVELINGCOURSE REQUIRED TO LEVEL OUT VERTICAL EDGES IN THE SURFACE TO BE OVERLAID SHALLBE COORDINATED IN THE FIELD WITH THE RPR.EXISTING HMAPAVEMENTEXISTING BASE / SUBGRADESEE NOTE 2FULL DEPTH PAVEMENT REMOVALDIM ABURIED PCC JOINT NEAREST REMOVALLIMITS (FIELD VERIFY LOCATION)DIM B = LESSER OF 6 FEETOR DIM A MINUS 1 FOOTSAWCUT BURIED PCCBURIED PCC TOBE REMOVEDBURIED PCCTO REMAINSEE GENERALREMOVAL NOTE 2FOR ADDITIONAL REMOVALREQUIREMENTS, SEE DETAILC0.41PAVEMENT TO REMAINOR BE REHABILITATED3' MIN.INITIAL SAWCUT,SEE GENERALREMOVAL NOTE 1FINAL SAWCUT, SEEGENERAL REMOVAL NOTE 1SEE GENERAL REMOVAL NOTE 2EXISTING AGGREGATE BASEEXISTING BURIED PCCFULL DEPTH PAVEMENT REMOVALFOR STEPPED TRANSITIONDIMENSIONS, REFER TO DETAILSEE GENERALREMOVAL NOTE 2FOR ADDITIONAL REMOVALREQUIREMENTS, SEE DETAILC0.413' MIN.C1.97INITIAL SAWCUT,SEE GENERALREMOVAL NOTE 1FINAL SAWCUT, SEEGENERAL REMOVAL NOTE 1PAVEMENT TO REMAINOR BE REHABILITATEDPROPOSED SUBGRADE1.IN ORDER TO PROTECT THE EDGE OF HMA PAVEMENT TO REMAIN, PROVIDEINITIAL SAWCUT, WHERE INDICATED IN THE DETAILS. FINAL SAWCUT ANDREMOVAL OF PAVEMENT OUTBOARD OF THIS INITIAL SAWCUT SHALL BEPERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING.2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BEREHABILITATED. ANY COSTS ASSOCIATED WITH REPAIR OR DAMAGEDPAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVEEXISTING KEYED JOINTS OR UNDERBREAKS IN ORDER TO OBTAIN A CLEANSURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLY BEEN SAWCUT TOINSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1'MINIIMUM CUTBACK MAY NOT BE REQUIRED.4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDEREDINCIDENTAL TO APPLICABLE BID ITEMS.GENERAL REMOVAL NOTES:FULL DEPTHPAVEMENT REMOVALRUNWAY PAVEMENTTO REMAIN3' MIN.INITIAL SAWCUT,SEE GENERALREMOVAL NOTE 1BURIED PCC JOINT NEAREST REMOVALLIMITS (FIELD VERIFY LOCATION)FOR ADDITIONAL REMOVALREQUIREMENTS, SEE DETAILC0.411' MIN. SEE GENERALREMOVAL NOTE 3SEE GENERALREMOVAL NOTE 2SAWCUT BURIED PCCBURIED PCCTO REMAINBURIED PCC TOBE REMOVEDFINAL SAWCUT, SEEGENERAL REMOVAL NOTE 1SEE GENERALREMOVAL NOTE 2RUNWAY SURFACE VARIES,EITHER HMA ON AGGREGATEBASE OR CONCRETE OVERLAY6'2" MILL FOR LAP JOINT,WHERE SHOWN ON PLANSEXISTING BURIED PCCSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\14_C0.6 DEMO DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION DETAILS 1 OF 2C0.419 OF 114C0.41SCALE=NTSTYPICAL FULL DEPTH PAVEMENT REMOVALC0.42SCALE=NTSVARIABLE DEPTH HMA MILLINGC0.44SCALE=NTSFULL DEPTH REMOVAL TRANSITION (WITH PCC)C0.43SCALE=NTSFULL DEPTH REMOVAL TRANSITION (WITHOUT PCC)C0.45SCALE=NTSFULL DEPTH REMOVAL TRANSITION AT RUNWAYR-431319R-43131912/02/2024 4" STRIPPING DEPTHEXISTING TURFSURFACESEE NOTE 1NOTE:1.EXISTING AREAS TO BE STRIPPED MAY CONTAIN AREAS OFCONCRETE, BURIED ASPHALT, OR AGGREGATE WITHBITUMINOUS SURFACE TREATMENT OF VARYING THICKNESS.REMOVAL OF THIS MATERIAL SHALL BE CONSIDERED INCIDENTALTO APPLICABLE PAY ITEMS.INITIAL SAWCUT (TYP.EACH SIDE), SEE GENERALREMOVAL NOTE 1TOP OF EXISTING PAVEMENTOR TOP OF MILLED SURFACEASPHALT PAVEMENT REMOVAL LIMITS6' MINIMUM TO 12' MAXIMUM, SEE NOTE 2PIPE OR DUCTTRENCH WIDTH1' TYP.1' MIN.FINAL SAWCUT (TYP. EACH SIDE),SEE GENERAL REMOVAL NOTE 1PROTECT EXISTINGBASE MATERIALNOTES:1.WHEN BURIED PCC IS ENCOUNTERED DURING TRENCHING ACTIVITIES,REFER TO DETAIL 8, THIS SHEET, FOR FURTHER REQUIREMENTS.2.REMOVAL OF ALL MATERIAL WITHIN THE PIPE OR DUCT TRENCHINGZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPEOR CONDUIT INSTALLATION PAY ITEMS.3.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 OR TYPE2 REHABILITATION.PIPE OR DUCT TRENCHING ZONE.SEE NOTES 1 & 2. REFER TO WATER,DRAINAGE AND ELECTRICAL PLANSFOR ADDITIONAL REQUIREMENTS.EXISTING ASPHALTDEPTH VARIES.1.IN ORDER TO PROTECT THE EDGE OF HMA PAVEMENT TO REMAIN, PROVIDEINITIAL SAWCUT, WHERE INDICATED IN THE DETAILS. FINAL SAWCUT ANDREMOVAL OF PAVEMENT OUTBOARD OF THIS INITIAL SAWCUT SHALL BEPERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING.2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BEREHABILITATED. ANY COSTS ASSOCIATED WITH REPAIR OR DAMAGEDPAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVEEXISTING KEYED JOINTS OR UNDERBREAKS IN ORDER TO OBTAIN A CLEANSURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLY BEEN SAWCUT TOINSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1'MINIIMUM CUTBACK MAY NOT BE REQUIRED.4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDEREDINCIDENTAL TO APPLICABLE BID ITEMS.GENERAL REMOVAL NOTES:INITIAL ASPHALT PAVEMENTREMOVAL LIMITS PER DETAILC0.57INITIAL SAWCUT (TYP. EACH SIDE),SEE GENERAL REMOVAL NOTE 1PIPE OR DUCTTRENCH WIDTH8'8'1' TYP. WHEN NO PCC JOINT ENCOUNTERED BETWEENINITIAL SAWCUT AND FINAL REMOVAL LIMITSCUT PCC JOINT BACK 1' MIN. WHEN PCC JOINTENCOUNTERED CLOSER THAN 7 FEET FROM INITIAL SAWCUT6' MIN.TOP OF EXISTING PAVEMENTOR TOP OF MILLED SURFACEFINAL SAWCUT (TYP. EACH SIDE),SEE GENERAL REMOVAL NOTE 1FINAL SAWCUT (TYP. EACH SIDE),SEE GENERAL REMOVAL NOTE 1ASPHALT PAVEMENT REMOVAL LIMITSNOTES:1.REMOVAL OF ALL MATERIAL WITHIN THE PIPE OR DUCTTRENCHING ZONE SHALL BE CONSIDERED INCIDENTAL TO THEAPPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS.2.REMOVAL OF ALL MATERIAL WITHIN THE UNDERLAYMENTREMOVAL ZONE (REGARDLESS OF DEPTH) SHALL BE CONSIDEREDINCIDENTAL TO THE TRENCH UNDERLAYMENT REMOVAL ANDRESTORATION PAY ITEM.3.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 ORTYPE 2 REHABILITATION.PIPE OR DUCT TRENCHING ZONE. SEE NOTE 1.REFER TO WATER, DRAINAGE AND ELECTRICALPLANS FOR ADDITIONAL REQUIREMENTS.EXISTING AGGREGATE BASE,DEPTH VARIES 0 TO 24 INCHESEXISTING BURIED PCC, DEPTHVARIES 5 TO 10 INCHESUNDERLAYMENT REMOVALZONE, SEE NOTE 2EXISTING ASPHALTDEPTH VARIES.PROPOSEDSUBGRADEEXISTING BASEMATERIALFINAL SAWCUT(TYP. EACH SIDE),SEE GENERALREMOVAL NOTE 1NOTES:1.WHEN BURIED PCC IS ENCOUNTERED DURING EXCAVATION ACTIVITIES,REFER TO DETAIL 10, THIS SHEET, FOR FURTHER REQUIREMENTS.REMOVAL PAID AS ASPHALT PAVEMENT REMOVAL EXISTINGPAVEMENTTO REMAINREMOVAL PAID AS UNCLASSIFIED EXCAVATION PAVEMENT TO REMAINOR BE REHABILITATEDINITIAL SAWCUT(TYP. EACH SIDE),SEE GENERALREMOVAL NOTE 1FOR STEPPED TRANSITIONDIMENSIONS, REFER TO DETAIL9.3' PAVEMENT REMOVAL(SCHEDULE B OR C PER PLAN)PAVEMENT REMOVAL(SCHEDULE E), WIDTHVARIES PER PLANAGGREGATE BASE REMOVAL (SCHEDULE E)LIMITS OF SCHEDULEB OR C REMOVAL, SEE PLANFOR ADDITIONAL REMOVALREQUIREMENTS, SEE DETAILC0.41C1.10111'1'81' TO TAXIWAYA CENTERLINENOTES:1.CONTRACTOR MAY ENCOUNTER AREAS WHERE HMA PAVEMENT IS OVERLAID DIRECTLY ON TOP OFPCC UNDERLAYMENT. NO CHANGE IN HOW REMOVALS ARE PAID WILL BE MADE IN THIS SCENARIO.FOR ADDITIONAL REMOVALREQUIREMENTS, SEE DETAIL1'1'AGGREGATE BASE REMOVAL (SCHEDULE E)C0.41EXISTING BASE MATERIAL,THICKNESS VARIESINITIAL SAWCUT(TYP. EACH SIDE),SEE GENERALREMOVAL NOTE 1FINAL SAWCUT(TYP. EACH SIDE),SEE GENERALREMOVAL NOTE 1REMOVAL PAID AS UNCLASSIFIED EXCAVATIONPROTECT EXISTINGBURIED PCCREMOVAL PAID AS ASPHALT PAVEMENT REMOVAL EXISTINGPAVEMENTTO REMAINPAVEMENT REMOVAL(SCHEDULE E), WIDTHVARIES PER PLANLIMITS OF SCHEDULEB OR C REMOVAL, SEE PLANPAVEMENT TO REMAINOR BE REHABILITATED9.3' PAVEMENT REMOVAL(SCHEDULE B OR C PER PLAN)81' TO TAXIWAYA CENTERLINESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\14_C0.6 DEMO DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION DETAILS 2 OF 2C0.520 OF 114C0.56SCALE=NTSTYPICAL STRIPPINGC0.57SCALE=NTSTRENCH PAVEMENT REMOVAL (WITHOUT PCC)C0.58SCALE=NTSTRENCH PAVEMENT REMOVAL (WITH PCC)C0.59SCALE=NTSSCHEDULE E FULL DEPTH AND TRANSITION REMOVAL (WITHOUT PCC)C0.510SCALE=NTSSCHEDULE E FULL DEPTH AND TRANSITION REMOVAL (WITH PCC)R-431320R-43132012/02/2024 UDUDUDUDUDUD UD U D UDU D UDUDUDUDUDUDUDUDUD20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00AHEADLANEONEAHEADLANEONE20+5021+5022+5023+5024+5025+5026+5027+5028+5029+5030+5031+5032+500+501+502+503+504+50 0+501 + 5 0 2 + 5 0 3 + 5 0 4+505+50 0+001+002 + 0 0 3 + 0 0 4+ 0 05+001+00 2+00 3+004+00 8' TYP. 50' TYP.22+5023+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0031+0031+5032+0032+50SDSD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSD SDTW A1-A-A7STA: 24+42.80OFF: 33.00' RTW A1-A-A7STA: 24+28.10OFF: 25.00' RTW A1-A-A7STA: 25+81.82OFF: 33.00' RTW A1-A-A7STA: 26+00.09OFF: 25.00' RTW A1-A-A7STA: 28+24.26OFF: 25.00' RTW A1-A-A7STA: 28+39.49OFF: 33.00' RTW A1-A-A7STA: 29+57.90OFF: 25.00' RTW A1-A-A7STA: 29+40.83OFF: 33.00' R30+50202224262022242621+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0032+40-0.24%-0.07%-0.02%-0.11%-0.10%-0.21%-0.21%EG: 25.45FG:EG: 25.44FG:EG: 25.43FG:EG: 25.42FG:EG: 25.42FG:EG: 25.41FG:EG: 25.41FG:EG: 25.37FG: 25.37EG: 25.33FG: 25.34EG: 25.30FG: 25.32EG: 25.29FG: 25.30EG: 25.27FG: 25.28EG: 25.25FG: 25.27EG: 25.24FG: 25.25EG: 25.24FG: 25.23EG: 25.24FG: 25.21EG: 25.23 FG: 25.19 EG: 25.21 FG: 25.17 EG: 25.19 FG: 25.15 EG: 25.17 FG: 25.13 EG: 25.16 FG: 25.11 EG: 25.13 FG: 25.07 EG: 25.11 FG: 25.03 EG: 25.09 FG: 24.99 EG: 25.06 FG: 24.95 EG: 25.04 FG: 24.91 EG: 25.03 FG: 24.89 EG: 25.01 FG: 24.88 EG: 24.98 FG: 24.87 EG: 24.96 FG: 24.85 EG: 24.94 FG: 24.84 EG: 24.92 FG: 24.82 EG: 24.92 FG: 24.81 EG: 24.92 FG: 24.79 EG: 24.90 FG: 24.78 EG: 24.87 FG: 24.77 EG: 24.83 FG: 24.75 EG: 24.74 FG: 24.74 EG: 24.66 FG: 24.69 EG: 24.61 FG: 24.64 EG: 24.57 FG: 24.59 EG: 24.52 FG: 24.55 EG: 24.51 FG: 24.54 EG: 24.52 FG: 24.54 EG: 24.50 FG: 24.53 EG: 24.49 FG: 24.53 EG: 24.51 FG: 24.52 EG: 24.49 FG: 24.50 EG: 24.49 FG: 24.48 EG: 24.50 FG: 24.46 EG: 24.50 FG: 24.44 EG: 24.45 FG: 24.42 EG: 24.42 FG: 24.39 EG: 24.40 FG: 24.37 EG: 24.39 FG: 24.35 EG: 24.37 FG: 24.33 EG: 24.35 FG: 24.31 EG: 24.33 FG: 24.28 ELEV = 25.39MATCH EXISTING STA = 22+30.00 ELEV = 24.55 GRADE BREAK STA = 29+20.00 ELEV = 24.74 GRADE BREAK STA = 28+40.00 ELEV = 24.52 GRADE BREAK STA = 30+24.36 ELEV = 25.11 GRADE BREAK STA = 25+00.00 ELEV = 24.91 GRADE BREAK STA = 26+00.00 ELEV = 25.35MATCH EXISTING STA = 22+50.00STORM CROSSINGPOWER CROSSINGCOMM CROSSINGWATER CROSSINGWATER CROSSING(TO BE ABANDONED)STORM CROSSINGCOMM CROSSINGSTORM CROSSINGWATER CROSSING (ABANDONED)FINISHED 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: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 22+50 TO 32+80C1.121 OF 114C1.11SCALE: 1" = 40'PLANC1.12SCALE: 1" = 40'H | 1" = 4'VPROFILELEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.RUNWAY 16-34TAXIWAY A5TAXIWAY ATAXIWAY A4 ATCTNW SEAPLANES608 PARCELMAINTENANCE BULDINGC1.81C1.84C1.85C1.85MATCH OVERLAY TO EXISTING EOPMATCH OVERLAY TO EXISTING EOPOVERLAY LIMITS SHALL MATCH EXISTINGGRADE AT RELEVANT BID SCHEDULE MILLINGLIMITS PROVIDED IN DEMOLITION PLANS, TYP.MATCH OUTER EDGE OF TRANSITIONTO SAWCUT LIMITS PROVIDED INDEMOLITION PLANS, TYP.MATCH TO MILLING LIMITSPROVIDED IN DEMOLITION PLANSC1.97ORC1.98C1.97ORC1.98C1.1116C1.1116AIRPORT-CITY 600PARCEL HANGARSMATCH OVERLAY TO EXISTING EOPMATCH TO MILLING LIMITSPROVIDED IN DEMOLITION PLANSC1.1115ORC1.97C1.98C1.1012ORC1.1011BOEING FUEL5-45 PARCELPSE 622 PARCELBUILDINGPRO-FLIGHT 750PARCEL APRONR-43132112/02/2024 UDUDUDUD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD33+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH15 MPH15MPH 1532+5033+5034+5035+5036+5037+5038+5039+5040+5041+5042+5043+5044+500+501+502+503+504+505+50TW A1-A-A7STA: 35+80.46OFF: 25.00' RTW A1-A-A7STA: 36+00.67OFF: 33.00' R0+001+002+003+004+005+008' TYP.32+5033+0033+5034+0034+5035+0035+5036+0036+5037+0037+5038+0038+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+0044+50SDSDSDSDSDSDSDSDSDSDSDSDSD S D SDSDSDSDPPPPPPPPPPPPPPPPPPTW A1-A-A7STA: 37+42.97OFF: 33.00' RTW A1-A-A7STA: 37+56.73OFF: 25.00' R202224262022242632+4033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0044+60EG: 24.33FG: 24.28EG: 24.31FG: 24.26EG: 24.27FG: 24.24EG: 24.22FG: 24.22EG: 24.23FG: 24.21EG: 24.23FG: 24.21EG: 24.27FG: 24.21EG: 24.30FG: 24.20EG: 24.28FG: 24.20EG: 24.25FG: 24.19EG: 24.21FG: 24.19EG: 24.21FG: 24.18EG: 24.21FG: 24.18EG: 24.21FG: 24.18EG: 24.21FG: 24.17EG: 24.21FG: 24.17EG: 24.20FG: 24.16EG: 24.16FG: 24.16EG: 24.10FG: 24.10EG: 24.04FG: 24.05EG: 23.98 FG: 23.99 EG: 23.94 FG: 23.93 EG: 23.92 FG: 23.87 EG: 23.91 FG: 23.82 EG: 23.89 FG: 23.81 EG: 23.86 FG: 23.80 EG: 23.86 FG: 23.79 EG: 23.86 FG: 23.78 EG: 23.86 FG: 23.77 EG: 23.86 FG: 23.76 EG: 23.86 FG: 23.75 EG: 23.86 FG: 23.74 EG: 23.86 FG: 23.73 EG: 23.86 FG: 23.72 EG: 23.84 FG: 23.72 EG: 23.82 FG: 23.71 EG: 23.82 FG: 23.70 EG: 23.82 FG: 23.69 EG: 23.82 FG: 23.68 EG: 23.85 FG: 23.68 EG: 23.85 FG: 23.68 EG: 23.83 FG: 23.68 EG: 23.82 FG: 23.69 EG: 23.81 FG: 23.69 EG: 23.81 FG: 23.69 EG: 23.81 FG: 23.69 EG: 23.82 FG: 23.70 EG: 23.83 FG: 23.70 EG: 23.83 FG: 23.70 EG: 23.85 FG: 23.70 EG: 23.89 FG: 23.70 EG: 23.93 FG: 23.73 EG: 23.96 FG: 23.76 EG: 23.99 FG: 23.79 EG: 24.04 FG: 23.82 EG: 24.07 FG: 23.85 EG: 24.08 FG: 23.86 EG: 24.08 FG: 23.87 EG: 24.10 FG: 23.85 EG: 24.06 FG: 23.82 EG: 24.01 FG: 23.77 EG: 23.92 FG: 23.70 -0.02%-0.28%0.14%-0.05%0.01%ELEV = 24.22GRADE BREAK STA = 33+00.00ELEV = 24.16GRADE BREAK STA = 35+80.00 ELEV = 23.82 GRADE BREAK STA = 37+00.00 ELEV = 23.68 GRADE BREAK STA = 40+00.00 ELEV = 23.70 GRADE BREAK STA = 42+40.00 PVIS: 44+14.61PVIE: 23.95'LVC: 150.00'PVCS: 43+39.61 PVCE: 23.84'POWER CROSSINGAIR CROSSINGCOMM CROSSINGSTORM CROSSINGCOMM CROSSINGPOWER CROSSINGAIR CROSSINGSTORM CROSSINGWATER CROSSING(ABANDONED)FINISHED 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: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.1 MATCHLINE, SEE SHEET C1.3DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 32+80 TO 45+20C1.222 OF 114C1.21SCALE: 1" = 40'PLANC1.22SCALE: 1" = 40'H | 1" = 4'VPROFILELEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.RUNWAY 16-34TAXIWAY ATAXIWAY A3C1.81C1.8550' TYP.MATCH OVERLAY TO EXISTING EOPOVERLAY LIMITS SHALL MATCH EXISTINGGRADE AT RELEVANT BID SCHEDULE MILLINGLIMITS PROVIDED IN DEMOLITION PLANS, TYP.MATCH OUTER EDGE OF TRANSITIONTO SAWCUT LIMITS PROVIDED INDEMOLITION PLANS, TYP.MATCH TO MILLING LIMITSPROVIDED IN DEMOLITION PLANSC1.97C1.98ORC1.97ORC1.98C1.1116C1.97C1.98ORC1.1116C1.1012ORC1.1011BOEING C RAMP770 PARCELRAINIER FLIGHT 800/820PARCEL APRONPRO-FLIGHT 750PARCEL APRONR-43132212/02/2024 UDUDUDUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUD UDUD45+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+00 MPH15MPH1544+5045+5046+5047+5048+5049+5050+5051+5052+5053+5054+5055+50 56+50 0+501+502+503+50 1+002+003+004+00 R55'R1 4 0 ' 8' TYP.44+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+5050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+00 R2 0 0 '50' TYP.SDSD SD SDSDSDSDSDSDSDSDSDSDSDPPPPPPPP PPPPPPPPPPPPP P P PTW A1-A-A7STA: 55+39.62OFF: 40.88' RTW A1-A-A7STA: 55+11.86OFF: 40.37' RTW A1-A-A7STA: 53+22.42OFF: 24.99' RTW A1-A-A7STA: 48+42.97OFF: 25.00' RTW A1-A-A7STA: 48+42.97OFF: 40.17' RTW A1-A-A7STA: 52+16.62OFF: 25.00' RTW A1-A-A7STA: 52+12.17OFF: 33.00' RTW A1-A-A7STA: 56+23.49OFF: 66.14' RTW A1-A-A7STA: 56+16.47OFF: 100.59' LTW A1-A-A7STA: 55+68.04OFF: 97.09' LTW A1-A-A7STA: 54+48.72OFF: 88.12' LTW A1-A-A7STA: 48+50.97OFF: 41.00' RTW A1-A-A7STA: 46+96.65OFF: 25.00' RTW A1-A-A7STA: 53+30.86OFF: 25.00' LTW A1-A-A7STA: 55+49.22OFF: 25.00' LTW A1-A-A7STA: 56+31.49OFF: 42.41' L1618202224161820222444+6045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0056+80EG: 23.92FG: 23.70EG: 23.78FG: 23.62EG: 23.63FG: 23.52EG: 23.53FG: 23.41EG: 23.41FG: 23.31EG: 23.30FG: 23.21EG: 23.18FG: 23.11EG: 23.06FG: 23.01EG: 22.98FG: 22.90EG: 22.88FG: 22.80EG: 22.80FG: 22.70EG: 22.74FG: 22.60EG: 22.69FG: 22.55EG: 22.66FG: 22.50EG: 22.63FG: 22.45EG: 22.56FG: 22.40EG: 22.48FG: 22.35EG: 22.39FG: 22.30EG: 22.30FG: 22.25EG: 22.24FG: 22.21 EG: 22.20 FG: 22.18 EG: 22.19 FG: 22.18 EG: 22.24 FG: 22.21 EG: 22.31 FG: 22.28 EG: 22.37 FG: 22.34 EG: 22.44 FG: 22.40 EG: 22.51 FG: 22.47 EG: 22.57 FG: 22.53 EG: 22.65 FG: 22.60 EG: 22.70 FG: 22.66 EG: 22.76 FG: 22.73 EG: 22.83 FG: 22.79 EG: 22.90 FG: 22.86 EG: 22.97 FG: 22.92 EG: 23.04 FG: 22.98 EG: 23.12 FG: 23.05 EG: 23.19 FG: 23.11 EG: 23.27 FG: 23.15 EG: 23.35 FG: 23.20 EG: 23.40 FG: 23.25 EG: 23.44 FG: 23.29 EG: 23.49 FG: 23.34 EG: 23.54 FG: 23.38 EG: 23.55 FG: 23.43 EG: 23.54 FG: 23.47 EG: 23.59 FG: 23.51 EG: 23.67 FG: 23.51 EG: 23.70 FG: 23.48 EG: 23.72 FG: 23.41 EG: 23.79 FG: 23.34 EG: 23.83 FG: 23.27 EG: 23.87 FG: 23.21 EG: 23.88 FG: 23.14 EG: 23.82 FG: 23.07 EG: 23.77 FG: 23.02 EG: 23.65 FG: 23.01 EG: 23.57 FG: 23.03 EG: 23.45 FG: 23.10 EG: 23.35 FG: 23.21 EG: 23.36 FG: EG: 23.57 FG: EG: 23.81 FG:MATCH EXISTING STA = 56+31.49ELEV = 23.29ELEV = 22.60GRADE BREAK STA = 46+80.00 ELEV = 23.10 GRADE BREAK STA = 51+75.00 PVIS: 53+76.99PVIE: 23.56LVC: 60.00'PVCS: 53+46.99 PVCE: 23.49' PVTS: 54+06.99 PVTE: 23.46'PVIS: 44+14.61PVIE: 23.95'LVC: 150.00'PVTS: 44+89.61PVTE: 23.57'PVIS: 55+71.75PVIE: 22.89LVC: 100.00'PVCS: 55+21.75 PVCE: 23.06' PVTS: 56+21.75 PVTE: 23.22'PVIS: 48+72.82PVIE: 22.12LVC: 70.00'PVCS: 48+37.82PVCE: 22.21' PVTS: 49+07.82 PVTE: 22.24'-0.34%0.66%-0.51%-0.25%0.32%0.23%SANITARY CROSSINGSTORM CROSSINGSTORM CROSSINGPOWER CROSSINGFINISHED 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: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A & A1 PLAN & PROFILE STA 45+20 TO 57+60C1.323 OF 114LEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.C1.31SCALE: 1" = 40'PLANC1.32SCALE: 1" = 40'H | 1" = 4'VPROFILERUNWAY 16-34TAXIWAY ATAXIWAY A2 TAXIWAY A1 LAKEWASHINGTONHANGAR C1.81C1.82C1.84C1.85MATCH TO MILLING &SAWCUT LIMITS PROVIDEDIN DEMOLITION PLANSMATCH PAVINGTO EXISTINGCONCRETE RAMP& RETAINING WALL.MATCH OVERLAY TO EXISTING EOPOVERLAY LIMITS SHALL MATCH EXISTINGGRADE AT RELEVANT BID SCHEDULE MILLINGLIMITS PROVIDED IN DEMOLITION PLANS, TYP.MATCH OUTER EDGE OF TRANSITIONTO SAWCUT LIMITS PROVIDED INDEMOLITION PLANS, TYP.MATCH TO MILLING LIMITSPROVIDED IN DEMOLITION PLANSOVERLAY LIMITS SHALL MATCH EXISTINGGRADE AT RELEVANT BID SCHEDULE MILLINGLIMITS PROVIDED IN DEMOLITION PLANS, TYP.C1.97C1.98ORC1.1116C1.1116C1.97C1.97ORC1.98C1.1116C1.1217FOR ENLARGED PLAN OF INTERSECTIONTRANSITION AREAS, REFER TO DETAILC1.84BHC 850PARCELHANGARNW SEAPLANES860 PARCELBEFA 840/846PARCEL APRONSEE GENERALNOTE 22.PAVING SURFACES ARE UNEVEN AT EXISTING DOCKENTRANCE. CONTRACTOR SHALL FIELD FIT ANASPHALT TRANSITION TO TIE PROPOSED ASPHALTPAVING INTO EXISTING CONCRETE RAMP.R-43132312/02/2024 UD UD UDUDUDUDUD UD 48+00 49+00 50+00 51+00 S.MPH15MPH1547+50 48+50 49+50 50+500+501+502+503+504+505+500+001+002+003+004+005+006+006+0147+50 48+00 48+50 49+00 49+50 50+00 50+50 51+0050' TYP.SD SDSDSDSDSDSD1820222426 18202224260+001+002+003+004+005+006+00EG:FG:EG:FG:EG:FG:EG:FG:EG: FG: EG: FG: EG: FG: EG: 22.63 FG: EG: 22.79 FG: EG: 22.58 FG: EG: 22.42 FG: 22.38 EG: 22.22 FG: 22.18 EG: 21.98 FG: 21.99 EG: 21.75 FG: 21.85 EG: 21.56 FG: 21.79 EG: 21.58 FG: 21.80 EG: 21.77 FG: 21.90 EG: 22.03 FG: 22.07 EG: 22.32 FG: 22.31 EG: 22.60 FG: 22.59 EG: 22.88 FG: 22.88 EG: 23.17 FG: EG: 23.48 FG: EG: 23.83 FG: EG: 24.11 FG: EG: 24.39 FG: EG: FG: EG: FG: EG: FG: EG: FG: EG: FG:1.40%-1.00%-1.00%ELEV = 22.38 MATCH TW A CL STA = 2+00.00 MATCH EXISTING STA = 4+06.84ELEV = 22.97GRADE BREAK STA = 2+25.00ELEV = 22.13PVIS: 2+96.27PVIE: 21.42LVC: 125.00'PVCS: 2+33.77 PVCE: 22.05' PVTS: 3+58.77 PVTE: 22.30'POWER CROSSINGFINISHED 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: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A2 PLAN & PROFILEC1.424 OF 114LEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.C1.41SCALE: 1" = 40'PLANC1.42SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A2RUNWAY 16-34TAXIWAY A C1.84HANGARHANGARSEAPLANEAPRONGA TIEDOWN APRONCEDAR RIVERREFER TO SHEETS C1.1 - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.85C1.81C1.97ORC1.98C1.1116C1.97C1.98ORR-43132412/02/2024 UDUD UDUDUDUDUDUDUDUDUD UDUDUD34+00 35+00 36 + 0 0 37+003 8 + 0 0 39+00ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH1534+503 5 + 5 0 36+5037+5038+5039 + 5 00+501+502+503+504+505+506+500+001+002+003+004+005+006+007+007+2634+00 34+5035+00 3 5 + 5 0 36 + 0 0 36+5037+0037+503 8 + 0 0 38+5039+0039 + 5 0 SDSDSDSD SD SDSDSDSDPP P P P20222426 202224260+001+002+003+004+005+006+00ELEV = 24.08 MATCH TW A CL STA = 2+00.00 ELEV = 24.06 MATCH EXISTING STA = 4+92.81GRADE BREAK STA = 2+46.70ELEV = 23.63PVIS: 3+32.86PVIE: 22.77LVC: 150.00'PVCS: 2+57.86 PVCE: 23.52' PVTS: 4+07.86 PVTE: 23.37' EG:FG:EG:FG:EG: 24.62FG:EG: 24.69FG:EG: 24.85FG:EG: 24.95FG:EG: 24.77FG:EG: 24.60FG: EG: 24.48 FG: EG: 24.30 FG: EG: 24.08 FG: EG: 23.92 FG: 23.89 EG: 23.68 FG: 23.70 EG: 23.49 FG: 23.50 EG: 23.26 FG: 23.33 EG: 23.10 FG: 23.21 EG: 22.92 FG: 23.13 EG: 22.86 FG: 23.11 EG: 22.91 FG: 23.13 EG: 22.97 FG: 23.20 EG: 23.09 FG: 23.31 EG: 23.29 FG: 23.47 EG: 23.53 FG: 23.63 EG: 23.71 FG: 23.79 EG: 23.92 FG: 23.95 EG: 24.14 FG: EG: 24.36 FG: EG: 24.54 FG: EG: 24.77 FG: EG: 25.01 FG: EG: 25.24 FG:0.80%-0.96%-1.00%WATER CROSSINGSTORM CROSSINGSTORM CROSSINGPOWER CROSSINGPOWER CROSSINGAIR CROSSINGCOMM CROSSINGFINISHED GRADEEXISTING GRADE0SCALE 1" = 408040'NSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A3 PLAN & PROFILEC1.525 OF 114LEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.C1.51SCALE: 1" = 40'PLANC1.52SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A3RUNWAY 16-34TAXIWAY AB O E I N G A P R O N CHANGARC1.84C1.81C1.85REFER TO SHEETS C1.1 - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.1116C1.97ORC1.98C1.97C1.98ORC1.1011ORC1.1012R-43132512/02/2024 UD UDUDUDUDUD UD UD UD UDUD28+00 29+00 30+00 31+00AHEADLANEONE27+50 28+50 29+50 30+500+501+502+503+504+505+500+006+010+001+002+003+004+005+006+0027+50 28+00 28+50 29+00 29+50 30+00 31+00 SDSDSDSDSDSDSD30+5020222426 202224260+001+002+003+004+005+006+001.04%-1.25%-0.85%ELEV = 24.62 MATCH TW A CL STA = 2+00.00 MATCH EXISTING STA = 4+07.22ELEV = 24.41PVIS: 3+18.03PVIE: 23.48LVC: 170.00'PVCS: 2+33.03 PVCE: 24.21' PVTS: 4+03.03 PVTE: 24.37' EG:FG:EG:FG:EG:FG:EG:FG:EG: FG: EG: 25.67 FG: EG: 25.45 FG: EG: 25.30 FG: EG: 25.04 FG: EG: 24.86 FG: EG: 24.59 FG: EG: 24.34 FG: 24.37 EG: 24.06 FG: 24.15 EG: 23.89 FG: 24.02 EG: 23.87 FG: 23.93 EG: 23.87 FG: 23.89 EG: 23.89 FG: 23.89 EG: 23.94 FG: 23.93 EG: 24.04 FG: 24.02 EG: 24.15 FG: 24.16 EG: 24.32 FG: 24.34 EG: 24.58 FG: EG: 24.84 FG: EG: 25.15 FG: EG: 25.46 FG: EG: 25.75 FG: EG: FG: EG: FG: EG: FG: EG: FG: EG: FG:WATER CROSSINGPOWER CROSSINGPOWER CROSSINGPOWER CROSSINGAIR CROSSINGCOMM CROSSINGFINISHED GRADEEXISTING GRADE0SCALE 1" = 408040'NSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A4 PLAN & PROFILEC1.626 OF 114LEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.C1.61SCALE: 1" = 40'PLANC1.62SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A4TAXIWAY A RUNWAY 16-34C1.81C1.85C1.84HANGAR HANGAR TAXIWAY B TAXIWAY B4BOEING FUEL FARMREFER TO SHEETS C1.1 - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.1116C1.97ORC1.98C1.97C1.98ORC1.1011ORC1.1012R-43132612/02/2024 UD UDUD UD UDUD23+0024+0025+0026+0027+0028+00AHEADLANEONE23+5024+5025+5026+5027+500+500+501+502+503+504+505+506+507+260+001+002+003+004+005+006+007+000+00 1+00 23+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+00SDSDSDSDS D SDSD2022242628302022242628300+001+002+003+004+005+006+000.71%-0.74%-0.74%ELEV = 24.97 MATCH TW A CL STA = 2+00.00 MATCH EXISTING STA = 4+93.19ELEV = 24.82ELEV = 24.63 GRADE BREAK STA = 2+46.67 PVIS: 3+54.00PVIE: 23.83LVC: 150.00'PVCS: 2+79.00 PVCE: 24.39' PVTS: 4+29.00 PVTE: 24.37' EG:FG:EG:FG:EG: 25.04FG:EG: 25.18FG:EG: 25.25FG:EG: 25.12FG:EG: 25.42FG:EG: 25.42FG:EG: 25.32 FG: EG: 25.21 FG: EG: 25.07 FG: EG: 24.94 FG: 24.82 EG: 24.70 FG: 24.68 EG: 24.48 FG: 24.53 EG: 24.21 FG: 24.38 EG: 24.02 FG: 24.25 EG: 23.87 FG: 24.17 EG: 23.91 FG: 24.12 EG: 23.94 FG: 24.11 EG: 24.01 FG: 24.13 EG: 24.13 FG: 24.20 EG: 24.27 FG: 24.31 EG: 24.40 FG: 24.44 EG: 24.55 FG: 24.59 EG: 24.71 FG: 24.73 EG: 24.88 FG: EG: 25.10 FG: EG: 25.31 FG: EG: 25.57 FG: EG: 25.80 FG: EG: 26.07 FG:WATER CROSSINGAIR CROSSINGPOWER CROSSINGCOMM CROSSINGPOWER CROSSINGSTORM CROSSINGFINISHED 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: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A5 PLAN & PROFILEC1.727 OF 114LEGENDTYPE 1 REHABILITATION (ADG III)TYPICAL TYPE 1 & TYPE 2REHABILITATION TRANSITIONTYPE 1 REHABILITATIONTRANSITION AT RUNWAY EDGELEGEND CONT.TYPE 2 REHABILITATION (ADG II)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,4-INCH MINIMUM - BID SCHEDULE CPROPOSED BOEING PAVEMENTREHABILITATION - BID SCHEDULE EVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.LEGEND CONT.COMBINED BID SCHEDULE B AND EPAVING, SEE SECTION VIEWCOMBINED BID SCHEDULE C AND EPAVING, SEE SECTION VIEWPROPOSED GRADING LIMITSGENERAL NOTES1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC INDEPTH, SIZE AND CONFIGURATION. CONTRACTORSHALL FIELD VERIFY ALL UTILITY CROSSINGCONDITIONS.C1.71SCALE: 1" = 40'PLANC1.72SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A5TAXIWAY ARUNWAY 16-34C1.85C1.81C1.84BOEING FUEL FARMHANGARHANGARATCTREFER TO SHEETS C1.1 - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.97ORC1.98C1.97C1.98ORC1.1116C1.1011ORC1.1012R-43132712/02/2024 EXISTING BASE MATERIAL, SEE NOTE 1TW CENTERLINEVARIES PER PLAN, 25' TYP.VARIES PER PLAN, 25' TYP.ADJACENTSURFACE VARIES,SEE PLANGEOTEXTILE SEPARATION FABRIC10" CRUSHED AGGREGATEBASE COURSE (P209)6" ASPHALT STABILIZEDBASE COURSE (P-403)4" ASPHALT SURFACECOURSE (P-401)VARIESADJACENTSURFACE VARIES,SEE PLANVARIESNOTE:1.EXISTING BASE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH P-152.WHERE DIRECTED BY THE RPR, EXISTING BASE/SUBGRADE MATERIAL WILL BEOVER-EXCAVATED AND STABILIZED IN ACCORDANCE WITH DETAIL 3, THIS SHEET.EXISTING BASE MATERIAL, SEE NOTE 1VARIES PER PLANVARIESGEOTEXTILE SEPARATION FABRIC, MAINTAINCONTINUITY WITH TYPE 1 REHABILITATION SECTION9" CRUSHED AGGREGATEBASE COURSE (P209)4" ASPHALT SURFACECOURSE (P-401)TYPE 1 REHAB,SEE DETAILNOTE:1.EXISTING BASE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH P-152.WHERE DIRECTED BY THE RPR, EXISTING BASE/SUBGRADE MATERIAL WILL BEOVER-EXCAVATED AND STABILIZED IN ACCORDANCE WITH DETAIL 3, THIS SHEET.ADJACENTSURFACE VARIES,SEE PLANC1.81VARIES PER PLANTOP OF MILLED SURFACE ORPREPARED OVERLAY BASEVARIABLE DEPTH ASPHALT LEVELINGCOURSE, AS NEEDED (P-401)EXISTING ASPHALTPAVEMENT TO REMAINVARIES4" MIN ASPHALT SURFACECOURSE (P-401)PROPOSED BUTTJOINT. SEE DETAILVARIESTYPE 1 REHABTRANSITION,SEE DETAILSC1.99C1.97C1.98TW CENTERLINE VARIES PER PLANVARIES PER PLANVARIESTOP OF MILLED SURFACE ORPREPARED OVERLAY BASEVARIABLE DEPTH ASPHALT LEVELINGCOURSE, AS NEEDED (P-401)EXISTING ASPHALTPAVEMENT TO REMAINVARIES2" MIN ASPHALT SURFACECOURSE (P-401)UNPAVED SURFACING(WHERE REQUIRED),SEE DETAILC1.910UNPAVED SURFACING(WHERE REQUIRED),SEE DETAILC1.910CONTRACTOR SHALL PROTECTEXISTING BASE/SUBGRADE MATERIALWIDTH SHALL BE DETERMINEDIN THE FIELD BY THE RPRTYPICAL PAVEMENTSECTION VARIES12" MIN. QUARRY SPALLS (WSDOT 9-13.1(5)). THICKNESSMAY VARY PER THE DIRECTION OF THE RPR.6" CHOKE STONE (P209). GRADE ANDCOMPACT IN ACCORDANCE WITHSPECIFICATION PRIOR TO WRAPPINGGEOTEXTILE FABRIC OVER SURFACE.GEOTEXTILE SEPARATION FABRICGEOGRIDTOP OF PROPOSED SUBGRADEUNSUITABLE EXCAVATION LIMITSSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 1 OF 7C1.828 OF 114C1.81SCALE=NTSTYPE 1 REHABILITATION (ADG III)C1.82SCALE=NTSTYPE 2 REHABILITATION (ADG II)C1.84SCALE=NTSVARIABLE DEPTH HMA OVERLAY (4-INCH MINIMUM)C1.85SCALE=NTSVARIABLE DEPTH TAXIWAY OVERLAY (2-INCH MINIMUM)C1.83SCALE=NTSTYPICAL SUBGRADE STABILIZATIONR-431328R-43132812/02/2024 3" TOPSOIL (T-905)HYDROSEEDING (T-901)PROPOSED SUBGRADECOMPACTED PER P-152UNPAVED SURFACING(WHERE REQUIRED),SEE DETAILC1.910TYPE 1 REHABTRANSITION,SEE DETAILSVARIES PER PLANVARIESVARIESTOP OF MILLED SURFACE ORPREPARED OVERLAY BASEVARIABLE DEPTH ASPHALT LEVELINGCOURSE, AS NEEDED (P-401)EXISTING ASPHALTPAVEMENT TO REMAIN2" MIN ASPHALT SURFACECOURSE (P-401)C1.97C1.98EXISTING BASE MATERIAL, PREPAREDIN ACCORDANCE WITH DETAILSTYPE 1 OR TYPE 2 REHABGEOTEXTILE SEPARATION FABRICMILL AND INLAY, EXISTING PAVEMENTTO REMAIN, OR CONCRETE STEM WALLASPHALT SURFACE COURSE (P-401)AND ASPHALT BASE COURSE (P-403),WHERE APPLICABLE. FORTHICKNESS, REFER TO DETAILS3'3'8' TRANSITIONSEE PLAN FORTRANSITION LIMITSCRUSHED AGGREGATE BASE COURSE(P209). FOR THICKNESS, REFER TO DETAILSC1.81SEE NOTE 1 C1.81C1.81NOTE:1.HEIGHT OF EACH TRANSITIONAL STEP SHALL BE EQUIVALENT TO THETHICKNESS OF EACH LIFT OF CRUSHED AGGREGATE BASE PLACED.C1.82C1.82C1.82PROPOSED ASPHALTOVERLAY, THICKNESS VARIESTACK EXISTING PAVEMENTEDGE PRIOR TO PAVING,SEE NOTE 1EXISTING ASPHALTPAVEMENT TO REMAINNOTE:1.CONTRACTOR SHALL PROTECT EXISTINGPAVEMENT EDGES TO REMAIN AND ENSUREALL BUTT JOINTS HAVE CLEAN, VERTICALEDGES TO THE SATISFACTION OF THE RPRPRIOR TO PAVING.EXISTING BASE MATERIAL, PREPAREDIN ACCORDANCE WITH DETAILTYPE 1 OR TYPE 2 REHABGEOTEXTILE SEPARATION FABRICMILL AND INLAY OR EXISTINGPAVEMENT TO REMAINASPHALT SURFACE COURSE (P-401)AND ASPHALT BASE COURSE (P-403),WHERE APPLICABLE. FORTHICKNESS, REFER TO DETAILSCRUSHED AGGREGATE BASE COURSE(P209). FOR THICKNESS, REFER TO DETAILNOTE:1.LIMITS OF BURIED PCC PANEL REMOVAL SHALL BE DETEMINED IN THEFIELD IN ACCORDANCE THE PAVEMENT DEMOLITION PLANS AND DETAILS.2.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLABAND ADJUST PAVING DEPTHS FOR ASPHALT PAVING ACCORDINGLY.DEPENDING ON THE DEPTH OF EXISTING PCC SLAB, ASPHALT THICKNESSMAY BE LESS THAN STANDARD THICKNESSES SHOWN IN DETAILS 1 AND 2ON SHEET C1.8. THICKNESS SHALL BE VARIED AS FOLLOWS:2.1.IN AREAS RECEIVING TYPE 1 REHAB, ASPHALT BASE COURSE(P-403) DEPTH SHALL BE VARIED2.2.IN AREAS RECEIVING TYPE 2 REHAB, ASPHALT SURFACE COURSE(P-401) DEPTH SHALL BE VARIED.C1.82C1.82C1.82SEE PLAN FORTRANSITION LIMITS8' TRANSITIONVARIABLE DEPTH ASPHALT PAVING(P-401 OR P-403), SEE NOTE 2SEE NOTE 1C1.81C1.81C1.81EXISTINGAGGREGATE BASEEXISTINGBURIED PCCSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 2 OF 7C1.929 OF 114C1.910SCALE=NTSUNPAVED SURFACINGC1.96SCALE=NTSVARIABLE DEPTH BYPASS APRON OVERLAY (2-INCH MINIMUM)C1.97SCALE=NTSTYPICAL TYPE 1 & 2 REHAB TRANSITION (WITHOUT PCC)C1.99SCALE=NTSTYPICAL BUTT JOINTC1.98SCALE=NTSTYPICAL TYPE 1 & 2 REHAB TRANSITION (WITH PCC)R-431329R-43132912/02/2024 GEOTEXTILE SEPARATION FABRIC10" CRUSHED AGGREGATEBASE COURSE (P209)6" ASPHALT STABILIZEDBASE COURSE (P-403)4" ASPHALT SURFACECOURSE (P-401)NOTES:1.EXISTING BASE MATERIAL SHALL BE COMPACTEDIN ACCORDANCE WITH P-152. WHERE DIRECTEDBY THE RPR, EXISTING BASE/SUBGRADE MATERIALWILL BE OVER-EXCAVATED AND STABILIZED INACCORDANCE WITH DETAIL 3, SHEET C1.8.2.HEIGHT OF EACH TRANSITIONAL STEP SHALL BEEQUIVALENT TO THE THICKNESS OF EACH LIFT OFCRUSHED AGGREGATE BASE PLACED.9.3' SURFACE COURSE PAVING(SCHEDULES B OR C PER PLAN)1'VARIES1'SURFACE COURSE PAVING(SCHEDULE E), WIDTHVARIES PER PLANEXISTING BASE MATERIAL,SEE NOTE 1EXISTINGPAVEMENTTO REMAINSEENOTE25.5'1'LIMITS OF SCHEDULEB OR C PAVING, SEE PLANOVERLAY LIMITS(SCHEDULES B OR C)81' TO TAXIWAYA CENTERLINE7.3'STABILIZED AND CRUSHED AGGREGATE BASE COURSE LIMITS (SCHEDULE E)SURFACE COURSE PAVING(SCHEDULE E), WIDTHVARIES PER PLANEXISTINGPAVEMENTTO REMAINOVERLAY LIMITS(SCHEDULES B OR C)4" ASPHALT SURFACECOURSE (P-401)STABILIZED BASE COURSE PAVEMENT LIMITS (SCHEDULE E)NOTE:1.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB AND ADJUST PAVING DEPTHS FOR ASPHALTBASE COURSE ACCORDINGLY. DEPENDING ON THE DEPTH OF EXISTING PCC SLAB, ASPHALT BASE COURSE THICKNESSMAY BE LESS THAN STANDARD THICKNESS SHOWN IN DETAIL 1 ON SHEET C1.8.VARIABLE DEPTH ASPHALT STABILIZEDBASE COURSE (P-403), SEE NOTE 1LIMITS OF SCHEDULEB OR C PAVING, SEE PLANEXISTING BURIEDPCC TO REMAIN9.3' SURFACE COURSE PAVING(SCHEDULES B OR C PER PLAN)81' TO TAXIWAYA CENTERLINESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVING DETAILS 3 OF 7C1.1030 OF 114C1.1011SCALE=NTSSCHEDULE E REHAB AND TRANSITION (WITHOUT PCC)C1.1012SCALE=NTSSCHEDULE E REHAB AND TRANSITION (WITH PCC)R-431330R-43133012/02/2024 20'TYPICAL TYPE 1 REHABTRANSITION, SEE DETAILSPROPOSED BUTTJOINT. SEE DETAILC1.99PHASE 1 / PHASE 2BOUNDARY4" ASPHALT SURFACECOURSE (P-401)TOP OF MILLED SURFACEEXISTING ASPHALTPAVEMENT TO REMAINC1.97C1.98TYPE 1 REHAB,SEE DETAILC1.81TOP OF MILLED SURFACEEXISTING ASPHALTPAVEMENT TO REMAIN6' TYP.2" ASPHALT SURFACECOURSE (P-401)PROPOSED BUTTJOINT. SEE DETAILEXISTING EDGEOF RUNWAYC1.996"8"PROPOSED CONSTRUCTIONJOINT, SEE DETAILEXISTING BURIEDPCC TO REMAINSEE NOTE 1NOTE:1.LIMITS OF BURIED PCC PANEL REMOVAL SHALL BE DETEMINED IN THE FIELD INACCORDANCE WITH THE PAVEMENT DEMOLITION PLANS AND DETAILS.2.TRANSITION SLAB SHALL BE REINFORCED WITH #4 BARS, GRADE 60, @ 12" O.C.EACH WAY CENTERED IN SLAB WITH 3" CLEAR FROM JOINTS ALL AROUND.3.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB ANDADJUST PAVING DEPTHS FOR ASPHALT BASE COURSE ACCORDINGLY. DEPENDINGON THE DEPTH OF EXISTING PCC SLAB, ASPHALT BASE COURSE THICKNESS MAYBE LESS THAN STANDARD THICKNESS SHOWN IN DETAIL 1 ON SHEET C1.8.10'10' BASETRANSITIONLENGTH6"TRANSITION SLAB (P-610),SEE NOTE 2ASPHALT SURFACE COURSE (P401).FOR THICKNESS SEE DETAILC1.81VARIABLE DEPTH ASPHALT BASECOURSE (P403), SEE NOTE 3CRUSHED AGGREGATEBASE COURSE (P209)EXISTING BASE MATERIALCOMPACTED PER P-152DIM B = DIM A OR 10",WHICHEVER IS GREATERDIM AC1.1319EXISTINGAGGREGATE BASETYPE 1 REHAB,SEE DETAILC1.81EXISTING PCC PAVEMENTTO REMAIN (TOP LIFT)EXISTING EDGEOF RUNWAY6" 8"EXISTING BURIEDPCC TO REMAINSEE NOTE 1NOTE:1.LIMITS OF BURIED PCC PANEL REMOVAL SHALL BE DETEMINED IN THE FIELD INACCORDANCE WITH THE PAVEMENT DEMOLITION PLANS AND DETAILS.2.TRANSITION SLAB SHALL BE REINFORCED WITH #4 BARS, GRADE 60, @ 12" O.C.EACH WAY CENTERED IN SLAB WITH 3" CLEAR FROM JOINTS ALL AROUND.3.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB ANDADJUST PAVING DEPTHS FOR ASPHALT BASE COURSE ACCORDINGLY. DEPENDINGON THE DEPTH OF EXISTING PCC SLAB, ASPHALT BASE COURSE THICKNESS MAYBE LESS THAN STANDARD THICKNESS SHOWN IN DETAIL 1 ON SHEET C1.8.10'10' BASETRANSITIONLENGTH6"TRANSITION SLAB (P-610),SEE NOTE 2ASPHALT SURFACE COURSE (P401).FOR THICKNESS SEE DETAILC1.81VARIABLE DEPTH ASPHALT BASECOURSE (P403), SEE NOTE 3CRUSHED AGGREGATEBASE COURSE (P209)EXISTING BASE MATERIALCOMPACTED PER P-152DIM B = DIM A OR 10", WHICHEVER IS GREATER DIM A EXISTING PCC PAVEMENTTO REMAIN (BOTTOM LIFT)PROPOSED CONSTRUCTIONJOINT, SEE DETAILC1.1319UNDERDRAIN, WHEREOCCURS, SEEDRAINAGE PLANSTYPE 1 OR TYPE 2 REHABUNPAVED SURFACING,SEE DETAILVARIESOFFSET P2091' FROM EOPCRUSHED AGGREGATE BASE COURSE(P209). FOR THICKNESS, REFER TO DETAILSASPHALT SURFACE COURSE (P-401)AND ASPHALT BASE COURSE (P-403),WHERE APPLICABLE. FOR THICKNESS,REFER TO DETAILSENSURE HYDRAULICCONNECTION BETWEENP209 AND POROUSUNDERDRAIN BACKFILLC1.910C1.81C1.82C1.81C1.82SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 4 OF 7C1.1131 OF 114C1.1115SCALE=NTSTYPE 1 REHAB TRANSITION AT PHASE BOUNDARYC1.1113SCALE=NTSTYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A1 & A6C1.1114SCALE=NTSTYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A7C1.1116SCALE=NTSTYPE 1 & 2 REHAB AT PAVEMENT EDGER-431331R-43133112/02/2024 TYPE 1 REHABTYPE 1 REHABTRANSITION@ RUNWAY TYPE 2 REHABTYPICAL TYPE 2 REHAB TRANSITIONC1.1113C1.98PROPOSED TRANSITION SLAB, CONTRACTOR SHALLMATCH EXISTING JOINT SPACING AND PROVIDE PANELLAYOUT AND JOINTING CONFIGURATION TO RPR FORREVIEW AND APPROVAL PRIOR TO PAVING. FORJOINTING REQUIREMENTS, SEE DETAILSDEPENDING ON PANEL LAYOUT, TRANSITIONSLAB & BASE TRANSITION MAY EXTENDBEYOND LIMITS OF TYPE 1 REHAB PAVINGPROPOSED BASETRANSITION10' TYP.SEE NOTE 210'LIMITS OF EXISTING BURIED PCC TO REMAINSHALL BE DETERMINED IN THE FIELD INACCORDANCE WITH THE DEMOLITION PLANSBURIED PCCSLAB TO REMAIN2-INCH MILL ANDOVERLAY LAP JOINT6'EDGE OF EXISTINGRUNWAYEXISTING JOINT LAYOUT SHOWN IS GENERIC. ACTUALJOINT LAYOUT SHALL BE VERIFIED IN THE FIELDSIM. SEE NOTE 115'LIMITS OF PROPOSED TYPE 1 &TYPE 2 REHAB SURFACE COURSENOTES:1.8 FOOT TYPICAL TYPE 2 TRANSITION WIDTH SHALL BEADJUSTED TO 15 FEET FOR TAXIWAY A1 TRANSITION.2.TYPICAL WIDTH OF TRANSITION SLAB MAY BE REQUIREDTO VARY DEPENDING ON THE PROPOSED PANEL LAYOUT.CONTRACTOR SHALLPROTECT EXISTINGRUNWAY GROOVINGEXISTING RUNWAYPAVEMENT TO REMAINC1.1319C1.1320EXISTING HMA PAVEMENT TOREMAIN (DEPTH VARIES)NOTES:1.CLEAR CRACK OF ALL EXISTING SEALER, DEBRIS, AND VEGETATION.2.IF EXTENSIVE VEGETATION EXISTS TREAT THE SPECIFIC AREA, AS DETERMINED BY THE RPR, WITH ACONCENTRATED SOLUTION OF A WATER-BASED HERBICIDE PER SPECIFICATION P-101.3.VERIFY CRACKS FOR CLEANING AND FILLING WITH THE RPR PRIOR TO BEGINNING WORK.4.ALL EXISTING SEALED CRACKS TO BE RESEALED SHALL BE CLEANED OF VEGETATION AND ANY OTHEROBJECTIONABLE MATERIAL PRIOR TO FILLING. CLEANING SHALL BE ACCOMPLISHED USING A HEAT LANCE TOLIQUEFY THE EXISTING MATERIAL TO THE SATISFACTION OF THE RPR. FILLING OF CRACKS SHALL BE PLACEDIN A MINIMUM OF TWO LIFTS AND SHALL NOT COMMENCE UNTIL THEY ARE CLEAN AND DRY.5.CRACK SEALING SHALL BE REQUIRED FOR ALL MILLED AREAS PRIOR TO OVERLAY.MILLED ASPHALT SURFACECLEAN CRACKS, AND FILL WITHCRACK SEALANT PER P-101EXISTING BASE COURSESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVING DETAILS 5 OF 7C1.1232 OF 114C1.1217SCALE=NTSTAXIWAY A1 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1218SCALE=NTSCRACK ROUTE AND SEALR-431332R-43133212/02/2024 T/23/4" x 18" SMOOTH DOWELS @ 12" O.C.EPOXY PAINTED AND LUBRICATED PER P-501DRILL AND INSTALL DOWELS PER P-501EXISTING PCCPNEW PCCPTDEPTH VARIES DOWEL BASKET ASSEMBLY OR SIMILARAPPROACH APPROVED BY RPR, SEE DETAILSEET T/2NEW PCCPNEW PCCP3/4" x 18" SMOOTH DOWELS @ 12" O.C.EPOXY PAINTED AND LUBRICATED PER P-501C1.1322C1.13210.362" DIA BOTTOM SPACER BARS WELDEDTO LEG CHAIRS - 2 PER ASSEMBLYDOWELS WELDED ALTERNATELY TO TOPSPACER BARS, PAINT AND OIL ENTIRE BAR0.362" DIA 'VEE' LEG - CHAIRS WELDED AT ALLINTERSECTIONS TO TOP AND BOTTOM SPACER BAR0.362" DIA TOP SPACER BARS WELDEDTO LEG CHAIRS - 2 PER ASSEMBLY0.177" DIA SPREADER WIRES WELDEDTO TOP SPACER BARS 3 PER ASSEMBLYT/418" SAW CUTNEW PCC PAVEMENTNEW PCC PAVEMENTNOTE:1."T" REPRESENTS TOTAL PCC SLAB THICKNESS.CONTRACTION JOINTFOR DOWEL SIZING ANDSPACING, SEE DETAILS12" TYP.10" TYP.PERPENDICULAR TO TW CENTERLINEPARALLEL TO TW CENTERLINE EXISTING PCC TO REMAIN CONSTRUCTION JOINTPROPOSED PCC CONSTRUCTION JOINTC1.1319C1.1320SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 6 OF 7C1.1333 OF 114C1.1319SCALE=NTSTYPICAL CONSTRUCTION JOINTC1.1320SCALE=NTSTYPICAL CONTRACTION JOINTC1.1322SCALE=NTSDOWEL BASKET ASSEMBLYC1.1321SCALE=NTSCONTRACTION JOINT SAWCUTC1.1323SCALE=NTSTYPICAL DOWEL SPACING AT PANEL CORNERSR-431333R-43133312/02/2024 PIPE OR DUCT TRENCH WIDTHPAVEMENT RESTORATIONWITHIN OVERLAY AREAPAVEMENT RESTORATIONOUTSIDE REHAB AREASEXISTING PCC OR HMAPAVEMENT TO REMAINVARIABLE DEPTH ASPHALT SURFACE COURSE(P-401). MATCH EXISTING PAVEMENT THICKNESSVARIABLE DEPTH ASPHALT SURFACE COURSE (P-401).THICKNESS AS REQUIRED TO MATCH MILLED SURFACE2 OR 4-INCH NOMINAL ASPHALTOVERLAY (P-401) PER PLANSEXISTING BASE MATERIAL TOBE PROTECTED. RECOMPACTIN ACCORDANCE WITH P-152PRIOR TO PAVING.VARIES, REFER TO DETAILTOP OF MILLED SURFACE6" CRUSHED AGGREGATEBASE COURSE (P209)C0.57NOTES:1.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1OR TYPE 2 REHABILITATION.2.BACKFILL & COMPACTION WITHIN THE PIPE OR DUCT BEDDINGAND BACKFILL ZONE SHALL BE CONSIDERED INCIDENTAL TOTHE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS.PIPE OR DUCT BEDDING ANDBACKFILL ZONE. SEE NOTE 2.REFER TO WATER, DRAINAGEAND ELECTRICAL PLANS FORADDITIONAL REQUIREMENTS PAVEMENT RESTORATIONWITHIN OVERLAY AREAPAVEMENT RESTORATIONOUTSIDE REHAB AREASPIPE OR DUCT TRENCH WIDTHPIPE OR DUCT BEDDING ANDBACKFILL ZONE. SEE NOTE 2.2 OR 4-INCH NOMINAL ASPHALTOVERLAY (P-401) PER PLANSEXISTING BASE MATERIAL TOBE PROTECTED. RECOMPACTIN ACCORDANCE WITH P-152PRIOR TO PAVING.5 TO 10 INCH VARIABLE DEPTHCRUSHED AGGREGATE BASECOURSE (P209)6" CRUSHED AGGREGATEBASE COURSE (P209)TOP OF MILLED SURFACEVARIABLE DEPTH ASPHALT SURFACECOURSE (P-401). THICKNESS ASREQUIRED TO MATCH MILLED SURFACEVARIABLE DEPTH ASPHALT SURFACECOURSE (P-401). THICKNESS AS REQUIREDTO MATCH EXISTING HMA SURFACEWIDTHS OF PAVING VARIES, REFER TO DETAILC0.58EXISTING AGGREGATEBASE (TYP.)NOTE:1.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 OR TYPE 2 REHABILITATION.2.BACKFILL & COMPACTION WITHIN THE PIPE OR DUCT BEDDING AND BACKFILL ZONE SHALL BECONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS.3.BACKFILL & COMPACTION WITHIN THE UNDERLAYMENT RESTORATION ZONE SHALL BE CONSIDEREDINCIDENTAL TO THE TRENCH UNDERLAYMENT REMOVAL AND RESTORATION PAY ITEM.UNDERLAYMENT RESTORATIONZONE, SEE NOTE 3REFER TO WATER, DRAINAGE AND ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS EXISTING BURIED PCCTO REMAIN (TYP.)CONTRACTOR SHALL PROTECTEXISTING SUBGRADE MATERIAL12" MIN. QUARRY SPALLS (WSDOT 9-13.1(5)). THICKNESSMAY VARY PER THE DIRECTION OF THE RPR.GEOTEXTILE SEPARATION FABRICGEOGRID6" CHOKE STONE (P209). GRADE ANDCOMPACT PRIOR TO WRAPPINGGEOTEXTILE FABRIC OVER SURFACE.PIPE OR DUCT TRENCH WIDTHTYPICAL BEDDING AND BACKFILL.SEE WATER, DRAINAGE ANDELECTRICAL PLANSUNSUITABLE EXCAVATION LIMITSSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 7 OF 7C1.1434 OF 114C1.1424SCALE=NTSTRENCH PAVEMENT RESTORATION (WITHOUT PCC)C1.1425SCALE=NTSTRENCH PAVEMENT RESTORATION (WITH PCC)C1.1426SCALE=NTSTYPICAL TRENCH STABILIZATIONR-431334R-43133412/02/2024 UDUDUDUDUDUDUDAHEADLANEONE20+2520+7521+2521+7522+2522+7523+2523+7524+2524+7525+2525+7526+25SEE OVERLAY PLAN C2.131+ 5 02+503+504 + 5 0 SEE OVERLAY PLAN C2.7SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1-1.39%-1.00% -1.32%-1.02% -1.25%-1.08% -1.25%-1.13% -1.25%-1.12% -1.25%-1.19% -1.25%-1.18% -1.25%-1.10% -1.25%-1.05% -1.25%-1.10% -1.25%-1.10% -1.25%-1.23% -1.25%-1.30% -1.25%-1.39% -1.25%-1.39%20+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+002+003 + 0 04+005 + 0 0 25.68'25.66'25.66'25.65'25.62'25.62'25.60'25.55'25.51'25.50'25.48'25.47'25.44'25.42'25.37'25.00'25.00'24.99'24.97'24.94'24.92'24.90'24.87'24.87'24.76'24.75'2 4 . 7 2 '24.70'24.65'24.60'24.55'24.53'24.60'SDSDSDSDSDSDSDSDSDSDSDSDSD24.0' 2 4 . 0 ' 24.0' 24.5' 24.5'23.8'23.8 ' 23.9' 23.9' 2 3 . 9 ' 24.1'24.1 ' 24.1' 24.2' 24.2' 24.3' 24.3' 24.4' 24.4' 24.6' 24.6' 24. 7 '24.7'24.0'24.0'23.6'23.6'23.7'23.7' 23.8'23.8'23.9'23.9'24.5'24.1'24.2'24.3'24.4'24.6'24.7'24.8'23.5'23.3'23.4'23.6'23.7'23.8'23.8'24.0 '24.5'25.0'24.1 '24.2 '24.3'24.4'24.6'24.7'24.8'24.9'25.1'25.2'25.3'25.4'STA=22+58.82OFF=95.70'REL=24.91'STA=23+61.15OFF=72.33'REL=23.42'TW A5STA=4+05.25OFF=38.85'LEL=~23.19'MATCH EXSTTW A5STA=3+19.24OFF=20.01'LEL=23.87'STA=22+60.03OFF=39.59'REL=~24.34'MATCH EXSTTW A5STA=5+38.65OFF=102.15'REL=~24.30'MATCH EXSTTW A5STA=3+85.99OFF=38.86'REL=23.85'TW A5STA=3+29.74OFF=65.92'LEL=~23.75'MATCH EXSTSTA=24+20.46OFF=45.64'REL=~23.98'MATCH EXSTTW A5STA=3+44.73OFF=45.01'REL=~23.27'MATCH EXSTSTA=21+90.10OFF=125.33'REL=~23.90'MATCH EXSTSTA=21+71.19OFF=63.82'REL=~23.64'MATCH EXSTTW A5STA=4+84.43OFF=99.59'REL=~23.96'MATCH EXSTSTA=22+01.10OFF=54.52'REL=~23.88'MATCH EXSTSTA=22+28.18OFF=48.28'REL=~24.09'MATCH EXSTTW A5STA=4+30.43OFF=35.24'REL=24.22'TW A5STA=3+45.98OFF=40.60'REL=23.15'TW A5STA=3+82.83OFF=23.74'REL=23.96'STA=24+10.09OFF=39.50'REL=~24.26'MATCH EXSTTW A5STA=3+30.25OFF=46.76'LEL=~23.85'MATCH EXSTDAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 1% CUT SLOPEWHEN IN A FILL CONDITIONSEE GENERALNOTE 1DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 5% CUT SLOPESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 MATCHLINE, SEE SHEET C2.2DECEMBER 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 1 OF 6C2.135 OF 1140SCALE 1" = 204020'NTAXIWAY ATAXIWAY A5GENERAL NOTES1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPESFROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS:A.WHEN THE EDGE OF PAVEMENT IS IN A CUT,DAYLIGHT AT 1.5% FILL SLOPE.B. WHEN THE EDGE OF PAVEMENT IS IN A FILL,DAYLIGHT AT 5% FILL SLOPE.2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ONTHE TAXIWAY A1-A-A7 ALIGNMENT.3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS.LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGLEGEND CONT.PROPOSED FINISHED GRADEELEVATIONSPOT ELEVATION LAYOUT GRID LINE(25' INCREMENTS ON EVEN STATIONS)GRADE BREAK##.##'RUNWAY 16-34R-43133512/02/2024 UDUDUDUDUDUDUDUDUDUDUDUD UD UD UD UD UDUDUDUDU D UDUDUDUDUDUDUDUDUDUDUDUDUD25.31'24.66'24.58'23.99'26+2526+7527+2527+7528+2528+7529+2529+7530+2530+7531+2531+7532+251+502+503+50 -1.25%-1.27%SEE OVERLAY PLAN C2.14SEE OVERLAY PLAN C2.8-1.25%-1.10%SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1 SEE GENERAL NOTE 126+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+002+003+004+00 1+0025.28'25.26'25.19'25.17'25.21'25.20'25.20'25.14'25.05'25.02'24.93'24.94'24.95'24.94'24.96'24.97'24.93'24.91'24.88'24.83'24.77'24.76'24.73'24.56'24.54'24.52'24.51'24.49'24.47'24.45'24.43'24.32'24.30'24.24'24.18'24.13'24.13'24.18'24.22'24.22'24.21'24.21'24.18'24.15'24.12'24.10'24.07'24.04'24.02'-1.25%-1.24%-1.25%-1.23%-1.25%-1.08%-1.25%-1.07%-1.25%-1.25%-1.25%-1.25%-1.25%-1.33% -1.25%-1.19% -1.25%-1.02% -1.25%-1.10% -1.25%-1.01% -1.25%-1.20% -1.25%-1.24% -1.25%-1.23% -1.25%-1.33% -1.25%-1.35% -1.25%-1.33% -1.25%-1.34% -1.25%-1.33% -1.25%-1.29% -1.25%-1.18% -1.25%-1.23% -1.25%-1.23%SDSDSDSD SD SD SD SD SD SD SDSDSDSDSDSDSD SD SD SD SD 25.0'24.8'24.9'25.1'25.2'25.3'24.5'25.0'24.2'24.3'24.4'24.6'24.7'24.8'24.9'25.1'23.0'22.6'22.7'2 2 . 8 '22.9'23.1'2 3 . 2 ' 22.5' 22.6' 22.7' 22.8'24.0'2 4 . 0 ' 23.7'23.7'23.8 ' 23.8'23.9 '23.9'24.1'24.1'24.2'24.3'25.0'24.6'24.7'24.8'24.9'25.1'22.5'23.0'22.3'22.4'22.6'22.7'22.8'22.9'23.1'STA=27+44.07OFF=96.43'REL=22.19'TW A4STA=3+14.51OFF=138.00'LEL=22.36'STA=31+00.28OFF=114.51'REL=22.45'TW A4STA=2+83.65OFF=66.41'REL=~23.14'MATCH EXSTTW A4STA=2+93.75OFF=51.07'REL=~23.08'MATCH EXSTTW A4STA=2+96.43OFF=66.32'REL=22.93'STA=27+19.25OFF=64.17'REL=~23.14'MATCH EXSTSTA=27+18.80OFF=96.43'REL=~23.25'MATCH EXSTSTA=30+67.89OFF=52.51'REL=~23.40'MATCH EXSTSTA=31+52.68OFF=114.50'REL=~23.00'MATCH EXSTSTA=30+67.89OFF=150.48'REL=~23.13'MATCH EXSTTW A4STA=3+27.40OFF=89.94'LEL=~22.86'MATCH EXSTTW A4STA=2+84.25OFF=90.00'LEL=~22.93'MATCH EXSTSTA=30+67.89OFF=114.51'REL=22.77'DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPEDAYLIGHT @ 2% CUT SLOPEDAYLIGHT @ 2% CUT SLOPEDAYLIGHT @ 2% CUT AND FILL SLOPESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313MATCHLINE, SEE SHEET C2.1 DECEMBER 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 2 OF 6C2.236 OF 1140SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.3 TAXIWAY ATAXIWAY A4 SEE GENERAL NOTE 1GENERAL NOTES1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPESFROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS:A.WHEN THE EDGE OF PAVEMENT IS IN A CUT,DAYLIGHT AT 1.5% FILL SLOPE.B. WHEN THE EDGE OF PAVEMENT IS IN A FILL,DAYLIGHT AT 5% FILL SLOPE.2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ONTHE TAXIWAY A1-A-A7 ALIGNMENT.3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS.LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGLEGEND CONT.PROPOSED FINISHED GRADEELEVATIONSPOT ELEVATION LAYOUT GRID LINE(25' INCREMENTS ON EVEN STATIONS)GRADE BREAK##.##'RUNWAY 16-34R-43133612/02/2024 UDUDUD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15PP24.11'23.45'32+2532+7533+2533+7534+2534+7535+2535+7536+2536+7537+2537+7538+251+502+503+504+50SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1-1.25%-1.06%SEE OVERLAY PLAN C2.9SEE GENERAL NOTE 1SEE OVERLAY PLAN C2.1532+5033+0033+5034+0034+5035+0035+5036+0036+5037+0037+5038+001+002+003+004+005+0024.66'24.63'24.60'24.55'24.61'24.63'24.59'24.60'24.62'24.59'24.57'24.57'24.57'24.52'24.46'24.37'24.26'24.21'24.22'24.16'24.12'24.11'24.09'24.14'23.96'23.93'23.91'23.90'23.89'23.89'23.88'23.88'23.87'23.87'23.86'23.86'23.85'23.88'23.88'23.77'23.70'23.63'23.56'23.49'23.48'23.47'23.51'23.53'23.50'23.46'23.44'-1.25%-1.18%-1.25%-1.16%-1.25%-1.17%-1.25%-1.03%-1.25%-1.23%-1.25%-1.30%-1.25%-1.18% -1.25%-1.24% -1.25%-1.32% -1.25%-1.23% -1.25%-1.19% -1.25%-1.20% -1.25%-1.22% -1.13%-1.09% -1.00%-1.09% -1.00%-1.02% -1.00%-0.92% -1.00%-0.97% -1.00%-1.21% -1.00%-1.07% -1.00%-0.98% -1.13%-0.99% -1.25%-0.98%SDSDSDSDSDSDS D S D S D S D S D SDSDSDSDSDSDSD24.5'24.6 ' 24.7'24.7'24.7 ' 24.8'24.8 '24.9'24.9'24.4'23.0'23.5'24.0 '24.5'23.1'23.2'23.3'23.4'23.6'23.7'23.8 '23.9 '24.1 '24.2'24.3'24.4'24.6'23.5'23.1'23.2'23.3'23.4'23.6'23.7'22.5'22.2'22.3'22.4'22.6'24.0'24.5'23.9'24.1'24.2'24.3'24.4'24.6'24.7'25.1'25.0'TW A3STA=3+99.81OFF=77.33'LEL=22.01'TW A3STA=3+46.00OFF=23.53'LEL=22.77'TW A3STA=3+57.50OFF=35.03'LEL=22.61'TW A3STA=3+36.36OFF=43.24'LEL=22.90'TW A3STA=3+19.49OFF=56.17'LEL=23.35'DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5%CUT SLOPESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313MATCHLINE, SEE SHEET C2.2 DECEMBER 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 3 OF 6C2.337 OF 1140SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.4 TAXIWAY ATAXIWAY A3GENERAL NOTES1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPESFROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS:A.WHEN THE EDGE OF PAVEMENT IS IN A CUT,DAYLIGHT AT 1.5% FILL SLOPE.B. WHEN THE EDGE OF PAVEMENT IS IN A FILL,DAYLIGHT AT 5% FILL SLOPE.2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ONTHE TAXIWAY A1-A-A7 ALIGNMENT.3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS.LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGLEGEND CONT.PROPOSED FINISHED GRADEELEVATIONSPOT ELEVATION LAYOUT GRID LINE(25' INCREMENTS ON EVEN STATIONS)GRADE BREAK##.##'RUNWAY 16-34R-43133712/02/2024 UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDATCT CLEARANCE REQUIREDMPH15PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP38+2538+7539+2539+7540+2540+7541+2541+7542+2542+7543+2543+7544+25SEE GENERAL NOTE 1SEE OVERLAY PLAN C2.10SEE GENERAL NOTE 1-1.25%-1.47%38+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+005+0024.14'24.15'24.09'23.99'23.99'24.07'24.13'24.21'24.24'24.19'24.13'24.09'24.11'24.10'24.10'24.11'24.14'24.16'24.19'24.24'24.24'24.16'24.24'24.29'23.44'23.42'23.41'23.40'23.39'23.38'23.37'23.37'23.37'23.37'23.38'23.38'23.38'23.38'23.39'23.39'23.41'23.44'23.48'23.51'23.54'23.56'23.54'23.49'-1.25%-1.17%-1.25%-1.24%-1.25%-1.09%-1.25%-0.85%-1.25%-0.89%-1.25%-1.15%-1.25%-1.36%-1.25%-1.60% -1.25%-1.67% -1.25%-1.52% -1.25%-1.35% -1.25%-1.22% -1.25%-1.25% -1.25%-1.22% -1.25%-1.20% -1.25%-1.24% -1.25%-1.27% -1.25%-1.24% -1.25%-1.20% -1.25%-1.27% -1.25%-1.15% -1.25%-0.89% -1.25%-1.18%SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD24. 5 '24.3'24.3'24.3'24.3'24.3'24.3'24.4'24.4'24.4'24.4'24 . 4 '24.4'24.6'23.5'24.0'23.2'23.3'23.4'23.6'23.7'23.8'23.9'24.1'24.2'23.5'24.0'23.2'23.3'23.4'23.6'23.7'23.8'23.9'24.1'24.2'24.3'24.4'24.2'23.6'23.7'23.8'23.9'STA=38+51.27OFF=74.25'REL=~22.70'MATCH EXSTDAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPEMATCHLINE, SEE SHEET C2.3SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 4 OF 6C2.438 OF 1140SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.5 TAXIWAY AGENERAL NOTES1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPESFROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS:A.WHEN THE EDGE OF PAVEMENT IS IN A CUT,DAYLIGHT AT 1.5% FILL SLOPE.B. WHEN THE EDGE OF PAVEMENT IS IN A FILL,DAYLIGHT AT 5% FILL SLOPE.2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ONTHE TAXIWAY A1-A-A7 ALIGNMENT.3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS.LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGLEGEND CONT.PROPOSED FINISHED GRADEELEVATIONSPOT ELEVATION LAYOUT GRID LINE(25' INCREMENTS ON EVEN STATIONS)GRADE BREAK##.##'TAXIWAY A3RUNWAY 16-34R-43133812/02/2024 UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UD UD UDUDMPH15MPH 15PPPPPPPPPPPPPPPP24.22'23.42'TW A2STA=3+33.78OFF=79.96'LEL=~20.78'MATCH EXST44+2544+7545+2545+7546+2546+7547+2547+7548+2548+7549+2549+7550+251+502+503+50 SEE OVERLAY PLAN C2.16SEE OVERLAY PLAN C2.11SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEEGENERALNOTE 144+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+5050+0050+502+003+004+00 24.06'23.82'23.66'23.48'23.32'23.17'23.01'22.85'22.76'22.70'22.62'22.59'22.57'22.56'22.59'22.63'22.63'22.63'22.71'22.79'22.84'22.92'23.00'23.05'23.32'23.17'23.04'22.91'22.81'22.71'22.60'22.50'22.37'22.31'22.30'22.17'22.05'21.95'21.86'21.81'21.85'21.88'21.96'22.04'22.12'22.20'22.28'22.36'22.62'22.68'23.87'23.74'23.61'23.46'23.31'23.15'23.00'22.87'22.80'22.77'22.74'-1.25%-1.48%-1.27%-1.27%-1.40%-1.40%-1.40%-1.40%-1.40%-1.40%-1.30%-1.30%-1.20%-1.20%-1.10%-1.10% -1.00%-1.00% -1.00%-1.00% -1.00%-1.00% -1.13%-1.12% -1.25%-1.25% -1.25%-1.25% -1.25%-1.25% -1.13%-1.26% -1.00%-1.36% -1.00%-1.38% -1.00%-1.25% -1.00%-1.25% -1.00%-1.25% -1.00%-1.16% -1.00%-1.18% -1.00%-1.16%SDSDSD SD SD SD SD SDSDSDSDSDSDSDSDSD 22.5'22.5'23.0'23.5'24.0'22.2'22.2'22.3'22.3'22.4'22.4'22.6'22.6'22.7 '22.7'22.8'2 2 . 8 '22.9'22.9'23.1'23.2'23.3'23.4'23.6'23.7'23.8'23.9'24.1'24.2'24.3'24.4' 2 1 . 5 '22.0 '22.5 ' 2 1 . 4 ' 2 1 . 6 ' 21 .7 '21 . 8 '21.9 '22.1 '22.2 '22.3 '22.4 '22.6'22.7'22.8'22.9'23.0'22.7'22.8'22.9'23.1'23.2'22.0'22.5'21.9'22.1'22.2'22.3'22.4'22.6'23.0'19.5'19.5'20.0'20.5'21.0'21.5'STA=44+75.00OFF=25.00'LEL=23.96'STA=48+00.00OFF=25.00'LEL=22.62'STA=47+01.84OFF=100.30'REL=19.06'STA=48+40.00OFF=33.00'LEL=22.64'STA=46+31.67OFF=102.25'REL=~19.79'MATCH EXSTSTA=47+95.85OFF=92.13'REL=~20.00'MATCH EXSTTW A2STA=2+97.07OFF=42.00'LEL=21.35'TW A2STA=3+07.89OFF=65.45'LEL=~21.30'MATCH EXSTSTA=48+50.97OFF=41.00'REL=21.78'STA=48+50.97OFF=33.00'REL=21.86'SEE GENERAL NOTE 1DAYLIGHT @ 5%CUT SLOPEDAYLIGHT @ 5%CUT SLOPEDAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPECONTRACTOR SHALLTAKE PRECAUTIONS TOENSURE THIS AREASLOPES TO DRAINMATCHLINE, SEE SHEET C2.4SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 5 OF 6C2.539 OF 1140SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.6 TAXIWAY ATAXIWAY A2GENERAL NOTES1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPESFROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS:A.WHEN THE EDGE OF PAVEMENT IS IN A CUT,DAYLIGHT AT 1.5% FILL SLOPE.B. WHEN THE EDGE OF PAVEMENT IS IN A FILL,DAYLIGHT AT 5% FILL SLOPE.2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ONTHE TAXIWAY A1-A-A7 ALIGNMENT.3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS.LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGLEGEND CONT.PROPOSED FINISHED GRADEELEVATIONSPOT ELEVATION LAYOUT GRID LINE(25' INCREMENTS ON EVEN STATIONS)GRADE BREAK##.##'RUNWAY 16-34R-43133912/02/2024 UD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDPPPPPPPPPPPPPPPPPPPPPPPPPPPP P P P P P PPP50+7551+2551+7552+2552+7553+2553+7554+2554+7555+2555+75 56+25 SEE OVERLAY PLAN C2.16SEE OVERLAY PLAN C2.1250+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+50 56+00 56+50 20.5 '20.5'21.0'21.0 '21.5'SEE GENERAL NOTE 1SEEGENERALNOTE 1 SEE GENERAL NOTE 123.05'23.12'23.18'23.30'23.35'23.43'23.50'23.56'23.65'23.73'23.80'22.36'22.44'22.53'22.61'22.69'22.77'22.82'22.85'22.94'22.96'22.99'23.01'23.07'2 3 . 1 3 ' 2 3 . 1 6 '23.16'23.09'22.98'22.87'2 2 . 7 6 '22.65'22.54'22.50'22.62'2 2 . 8 0 '23.31'23.12'23.05'23.10'23.24'22.34'2 1 . 2 4 ' 2 2 . 6 4 '22.49'22.67'23.09'23.35'23.37'2 3 . 6 3 '23.66'2 3 . 8 1 ' 2 3 . 7 9 '23.83'23.79'2 3 . 7 1 '23.62'23.54'23.45'21.80'22.89'23.33'22.51'22.14'21.61'20.61'22.68'2 3 . 2 2 '22.89'2 2 . 7 5 '22.93'23.25'-1.00%-1.09%-1.00%-1.03%-1.00%-0.97%-1.00%-1.09%-1.00%-1.01%-1.00%-1.00%-1.00%-1.06%-1.00%-1.07% -1.12%-1.17% -1.25%-1.22% -1.25%-1.27% -1.25%-1.12% -1.25%-1.19% -1.25% -1.25% -1.84% -1.52% -1.25 % -1.2 5 % -1. 2 5 % -1 . 2 5 % - 1 . 2 5% -1 .25% -1 .25%-0.93%-0.61%-0.30%-1.63 % -1. 7 1 % -1. 5 1 % -1 . 6 9% - 2 . 0 2% -1 .89% -1 .25%-1.56%-0.66%-0.06%-1.25%2 3 . 0 7 'R2014.5 ' TYP .SDSDSD SD SD SD SD SDSDSDSDSDSDSD 23.0'23.5'23.1'23.2'23.3'23.4'23.0'23.0'23.5'23.5'22.8'22.9'23.1'23.1'23.2'23.2'23.3'23.3'23.4'23.4'23.6'23.6'23.7'23.7'23.0'22.7'22.8'22.9'23.1'23.2'23.3'21.5' 22.0'22.5'22.5'23.0'23.0'21.1' 21.2' 21.3' 21.4' 21.6' 21.7' 21.8' 21.9'22.1'22.1'22.2'22.2'22.3'22.3'22.4'22.4'22.6'22.6'22.7'22.7'22.8'22.8'22.9'22.9'23.1'23.1'23.2'23.2'23.3'23.3'23.4'23.4'22.5'23.0'23.5'22.3'22.4'22.6'22.7'22.8'22.9'23.1'23.2'23.3'23.4'23.6'23.7'23.8'STA=53+18.20OFF=33.00'LEL=23.79'STA=52+58.28OFF=120.31'REL=20.29'STA=56+01.98OFF=67.66'REL=22.62'STA=55+12.41OFF=25.00'LEL=23.41'STA=54+51.89OFF=49.94'REL=22.64'STA=55+48.08OFF=106.59'LEL=21.91'STA=55+86.30OFF=43.42'LEL=22.66'STA=56+31.49OFF=79.35'LEL=23.45'STA=54+94.87OFF=173.14'LEL=20.76'STA=55+28.92OFF=149.79'LEL=20.82'STA=55+48.14OFF=55.25'REL=22.28'STA=54+33.12OFF=108.38'REL=~21.75'MATCH EXSTSTA=53+22.58OFF=100.78'REL=~20.96'MATCH EXSTSTA=52+21.51OFF=120.31'REL=~21.00'MATCH EXSTSTA=55+21.43OFF=22.48'LEL=23.35'STA=55+27.94OFF=106.60'LEL=21.73'STA=56+37.49OFF=0.00'EL=23.34'STA=55+01.97OFF=162.87'LEL=20.55'STA=52+12.07OFF=60.00'REL=22.56'STA=52+52.08OFF=74.11'REL=~22.25'MATCH EXSTMATCH EXISTING GRADE@ PAVING LIMITSSTA=55+23.45OFF=88.65'REL=22.04'CONTRACTOR SHALL COORDINATEGRADING AROUND SIGN PAD ANDENSURE GRADES SLOPE TO DRAINMATCHLINE, SEE SHEET C2.5SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 6 OF 6C2.640 OF 1140SCALE 1" = 204020'NTAXIWAY ATAXIWAY A1SEE GENERAL NOTE 1GENERAL NOTES1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPESFROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS:A.WHEN THE EDGE OF PAVEMENT IS IN A CUT,DAYLIGHT AT 1.5% FILL SLOPE.B. WHEN THE EDGE OF PAVEMENT IS IN A FILL,DAYLIGHT AT 5% FILL SLOPE.2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ONTHE TAXIWAY A1-A-A7 ALIGNMENT.3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS.LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGLEGEND CONT.PROPOSED FINISHED GRADEELEVATIONSPOT ELEVATION LAYOUT GRID LINE(25' INCREMENTS ON EVEN STATIONS)GRADE BREAK##.##'RUNWAY 16-34MATCH EXISTINGGRADE @ RAMPMATCH EXISTINGGRADE @ RAMPR-43134012/02/2024 AHEADLANEONEAHEADLANEONE STA=23+00.00 STA=24+00.00 STA=25+00.00 STA=26+00.0025.5'25.4'25.6'7 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'25.0'25.5'25.1'25.2'25.3'25.3'25.3'25.4 '25.6'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAY4 EQ. SPACES @ 10'SEE GENERAL NOTE 1 AIRPORT-CITY 600PARCEL HANGARSNW SEAPLANES 608 PARCELMAINTENANCE BULDINGPSE 622 PARCEL BUILDINGATCT16'8'8'8'8'8' 8'8'0.31'SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD0.23'0.19'0.18'0.18'0.21'0. 3 4 ' 0. 3 6 ' 0. 3 6 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 1 '0.33'0.24'0.31'0.31'0.34'0.33'0.35'0.36'0.23'0.26'0. 3 2 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 1 ' 0. 2 8 '0.33'0.33'0.35'0.33'0.33'0.33'0.42'0.42'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.34'0. 2 8 ' 0. 2 6 ' 0. 3 0 ' 0. 3 1 ' 0. 3 8 ' 0. 4 1 ' 0. 3 9 ' 0. 3 6 ' 0. 3 9 ' 0. 4 1 '0.40'0.39'0.32'0.31'0.30'0.30'0.33'0.32'0.33'0.29'0.33'0.33'0.33'0.33'0.32'0.33'0.36'0.37'0.23'0.22'0.24'0.30'0.37'0.39'0.37'0.37'0.37'0.37'0.37'0. 3 7 ' 0. 3 6 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 0 ' 0. 2 7 ' 0. 2 7 ' 0. 2 6 ' 0. 2 3 ' 0. 2 3 ' 0. 2 3 ' 0. 2 4 ' 0. 2 4 ' 0. 2 6 ' 0. 2 6 '0.24'0.22'0.23'0.24'0.27'0.34'0.33'0.34'0.34'0.33'0.35'0.32'0.33'0.33'0.31'0.41'0.39'0.41'0.44'0.39'0.34'0.33'0.32'0.34'0.37'0.43'0.40'0.36'0.41'0.47'0.30'0.29'0.29'0.30'0.33'0.35'0.36'0.35'0.37'0.39'0.29'0.30'0.31'0.32'0.32'0.33'0.34'0.39'0.37'0.36'0. 3 1 ' 0. 2 9 ' 0. 3 3 ' 0. 2 9 '0.24'0. 2 9 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 '0.25'0. 2 5 ' 0. 3 1 ' 0. 3 3 ' 0. 3 5 '0.24'0.28'0.28'0.33'0.32'0. 2 0 '0.23'0.25'0.33'0.33'0. 1 8 '0.24'0.33'0.29'0. 1 7 '0.23'0.33'0.28'0. 1 6 '0.22'0.33'0.29'0. 1 8 '0.24'0.33'0.31'0. 2 0 '0.29'0.33'0.34'0. 2 3 ' 0. 2 6 ' 0. 2 8 '0.33'0.33'0.21'0. 2 7 "REFER TO GENERAL NOTES 2 AND 3 FOR MILL ANDOVERLAY REQUIREMENTS OF 20-FOOT LAP JOINTAHEADLANEONEAHEADLANEONE STA=23+00.00 STA=24+00.00 STA=25+00.00 STA=26+00.0025.5'25.4'25.6'7 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'25.0'25.5'25.1'25.2'25.3'25.3'25.3'25.4 '25.6'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAY4 EQ. SPACES @ 10'SEE GENERAL NOTE 1 AIRPORT-CITY 600PARCEL HANGARSNW SEAPLANES 608 PARCELMAINTENANCE BULDINGPSE 622 PARCEL BUILDINGATCT16'8'8'8'8'8' 8'8'SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD25.58'25.71'25.84'25.63'25.74'25.84'25.73'25.78'25.83'25.80'25.83'25.77'25.83'25.79'25.73'25.83'25.79'25.74'25.85'25.80'25.75'25.86'25.81'25.75'25.88'25.81'25.75'25.54'25.62'25.72'25.81'25.85'25.86'25.89'25.92'25.95'25.14'25.15'25.13'25.09'25.05'25.48'25.61'25.72'25.83'25.87'25.91'25.94'25.98'26.02'25.87'25.80'25.73'25.83'25.77'25.71'25.77'25.74'25.69'25.71'25.78'25.68'25.67'25.78'25.68'25.62'25.78'25.68'25.52'25.74'25.65'25.40'25.61'25.64'25.26'25.55'25.64'25.11'25.49'25.65'25.08'25.47'25.64'25.19'25.45'25.64'25.25'25.50'25.63'25.34'25.48'25.61'25.40'25.48'25.59'25.37'25.46'25.56'25.32'25.42'25.53'2 5 . 1 5 '25.35'2 5 . 5 0 ' 2 5 . 1 7 ' 2 5 . 3 3 ' 2 5 . 4 9 '25.98'25.01'24.92'25.07'25.22'25.33'25.44'25.35'25.26'2 5 . 1 7 ' 2 5 . 1 5 '26.06'25.16'25.09'25.16'25.31'25.43'25.48'25.39'25.31'2 5 . 2 6 ' 2 5 . 2 2 ' 24.94'24.92'24.91'24.93'24.95'24.97'25.00'25.01'25.01'25.00'25.00'25.03'25.06'25.07'25.06'25.06'25.07'25.05'25.02'25.02'25.08'25.08'25.05'25.01'24.86'24.82'24.78'24.81'24.84'24.87'24.91'24.94'24.91'24.88'24.85'24.92'24.99'24.96'24.93'24.98'25.03'24.99'24.96'25.00'25.04'25.01'24.98'24.95'24.97'24.92'25.53'25.69'25.84'25.46'25.34'25.45'25.65'25.84'25.31'25.16'25.37'25.61'25.86'25.22'25.05'25.33'25.61'25.89'25.18'25.03'25.27'25.58'25.89'25.15'25.03'25.25'25.57'25.89'25.14'25.27'25.58'25.89'25.18'25.30'25.59'25.88'25.21'25.32'25.59'25.86'25.23'25.32'25.59'25.85'25.22'25.35'25.62'25.87'25.19'25.02'25.84'25.80'REFER TO GENERAL NOTES 2 AND 3 FOR MILL ANDOVERLAY REQUIREMENTS OF 20-FOOT LAP JOINTSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 1 OF 10WEST APRONC2.741 OF 114MATCHLINE, SEE SHEET C2.8C2.71SCALE: 1" = 20'MILLING PLANC2.72SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.EXCEPT WHERE NOTED OTHERWISE, MILL ANDOVERLAY ABUTTING TYPE 1 & 2 REHAB PAVING SHALLHAVE A MILL DEPTH OF 4 INCHES AND FINISHEDGRADE SHALL BE AS SHOWN ON GRADING PLANS.4. CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TO THEENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.GENERAL NOTES CONT.R-43134112/02/2024 AHEADLANEONESTA=27+00.00STA=28+00.00 STA=29+00.00 STA=30+00.00 STA=31+00.00 STA=32+00.0025.0'24.6'24.7'24.8 '24.9 '25.1'24.5'24.4'24.6'24.7'24.8'24.9'25.0'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAY4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'10 EQ. SPACES @ 10'3 EQ. SPACES @ 10'3 EQ. SPACES @ 20'10'10'4 EQ. SPACES @ 20'10'10'2 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10 EQ. SPACES @ 10'4 EQ. SPACES @ 10'SEE GENERAL NOTE 1 BOEING FUEL5-45 PARCEL16'8'8'8'8' 13'11' 8'5'11'8' SD SD SD SDSDSDSDSDSDSDSD SD 0.36'0.23'0.26'0.40'0.35'0.28'0.27'0.24'0.27'0.28'0.29'0.36'0.33'0.28'0.29'0.29'0.31'0.34'0.32'0.33'0.33'0.33'0. 3 2 '0.35'0.35'0.34'0.35'0.42'0.33'0.33'0.38'0.29'0.17'0.17'0.17'0.19'0.17'0.13'0.14'0.15'0.15'0.23'0.28'0.31'0.33'0.34'0.35'0.35'0.33'0.33'0.35'0.35'0.34'0.35'0. 3 6 ' 0. 3 5 ' 0. 3 3 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.32'0.30'0.30'0.29'0.28'0.29'0.30'0.31'0.32'0.33'0.33'0.33'0.33'0.34'0.33'0.24'0.09'0.10'0.14'0.13'0.13'0.10'0.08'0.08'0.08'0.18'0.33'0.33'0.34'0.36'0.36'0.36'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.36'0.37'0.29'0.14'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.15'0.33'0.33'0.36'0.37'0.37'0.37'0.35'0. 3 5 ' 0. 2 8 '0.28'0.31'0.33'0.34'0.33'0.33'0.33'0.33'0.33'0.34'0.33'0.33'0.33'0.34'0.33'0.34'0.33'0.24'0.26'0.26'0.25'0.20'0.15'0.14'0.14'0.14'0.15'0.14'0.15'0.15'0.15'0.13'0.16'0.21'0.28'0.37'0.37'0.37' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.34'0.33'0.35'0.37'0.38'0.38'0.36'0.35'0. 2 9 ' 0. 2 1 ' 0. 2 1 ' 0. 2 0 ' 0. 2 1 ' 0. 2 3 ' 0. 2 3 ' 0. 2 3 ' 0. 2 3 ' 0. 2 3 ' 0. 2 1 ' 0. 1 9 ' 0. 2 0 ' 0. 2 1 ' 0. 2 4 ' 0. 2 4 '0.32'0.33'0.33'0.33'0.33'0.33'0.33'0.34'0.34'0.34'0.34'0. 3 5 ' 0. 3 3 ' 0. 3 3 '0.33'0. 3 3 ' 0. 3 3 ' 0. 3 5 '0.32'0.34'0.33'0.33'0.33'0. 3 6 ' 0. 3 7 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 'LIMITS OF BIDSCHEDULE B PAVINGLIMITS OF BIDSCHEDULE C PAVINGLIMITS OF SCHEDULE E PAVING SHARED BID SCHEDULE PAVING, SEE PAVING PLANS 16'PSE 622 PARCEL BUILDINGPRO-FLIGHT 750PARCEL APRONAHEADLANEONESTA=27+00.00STA=28+00.00 STA=29+00.00 STA=30+00.00 STA=31+00.00 STA=32+00.0025.0'24.6'24.7'24.8 '24.9 '25.1'24.5'24.4'24.6'24.7'24.8'24.9'25.0'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAY4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'10 EQ. SPACES @ 10'3 EQ. SPACES @ 10'3 EQ. SPACES @ 20'10'10'4 EQ. SPACES @ 20'10'10'2 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10 EQ. SPACES @ 10'4 EQ. SPACES @ 10'SEE GENERAL NOTE 1 BOEING FUEL5-45 PARCEL16'8'8'8'8' 13'11' 8'5'11'8' SD SD SD SDSDSDSDSDSDSDSD SD 25.32'25.42'25.53'25.15'25.35'25.50'25.17'25.33'25.49'25.29'25.39'25.48'25.41'25.51'25.50'25.53'25.63'25.50'25.52'25.62'25.50'25.52'25.62'25.49'25.51'25.61'25.48'25.52'25.63'25.48'25.54'25.64'25.49'25.57'25.66'25.50'25.61'25.68'25.52'25.63'25.69'25.53'25.48'25.51'25.54'25.33'25.32'25.49'25.33'25.23'25.44'25.36'25.29'25.39'25.40'25.35'25.30'25.40'25.35'25.29'25.40'25.34'25.28'25.41'25.34'25.35'25.25'25.26'25.17'25.15'25.24'25.34'25.43'25.42'25.41'25.40'25.40'25.44'25.49'25.53'25.57'25.48'25.42'25.41'25.42'25.45'25.46'25.46'25.46'25.44'25.31'25.26'25.22'25.17'25.26'25.34'25.31'25.30'25.30'25.28'25.35'25.42'25.47'25.51'25.51'25.50'25.49'25.49'25.50'25.51'25.52'25.52'25.34'25.20'25.32'25.15'25.28'25.12'25.26'25.12'25.30'25.16'25.29'25.18'25.27'25.18'25.25'25.14'25.22'25.10'25.19'25.09'25.17'25.15'25.09'25.13'25.18'25.09'25.11'25.16'25.08'25.09'25.11'25.10'25.05'25.06'25.14'25.00'25.01'25.11'24.93'24.95'25.07'24.89'24.91'25.04'24.86'24.87'25.00'24.84'24.84'24.97'24.82'24.82'24.95'24.79'24.80'24.94'2 4 . 7 7 '24.79'24.92'24.75'24.77'24.91'24.75'24.75'24.89'24.75'24.75'24.87'24.75'24.75'24.84'2 4 . 7 4 '24.74'24.82'24.73'24.74'2 4 . 8 2 '25.42'25.40'25.36'25.35'25.38'25.40'25.39'25.36'25.26'25.22'25.17'25.11'25.05'25.00'24.94'24.92'24.90'24.90'24.89'24.89'24.88'24.87'24.86'24.84'24.83'24.81'24.80'2 4 . 7 8 '25.32'24.89'24.86'24.84'2 4 . 8 2 '25.02'24.98'24.95'24.94'24.93'24.93'24.94'24.95'24.94'24.93'24.92'25.15'25.20'25.14'25.08'25.31'25.26'25.27'25.50'25.48'25.45'25.42'25.41'25.45'25.48'25.48'25.45'25.39'LIMITS OF BIDSCHEDULE B PAVINGLIMITS OF BIDSCHEDULE C PAVINGLIMITS OF SCHEDULE E PAVING SHARED BID SCHEDULE PAVING, SEE PAVING PLANS 25.44'25.55'25.58'25.57'25.58'25.59'25.58'25.57'25.56'25.58'25.59' 2 5 . 5 9 ' 2 5 . 5 7 ' 2 5 . 5 4 ' 2 5 . 5 2 ' 2 5 . 4 9 ' 2 5 . 4 8 ' 2 5 . 5 2 ' 16'PSE 622 PARCEL BUILDINGPRO-FLIGHT 750PARCEL APRONSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 2 OF 10WEST APRONC2.842 OF 114MATCHLINE, SEE SHEET C2.9C2.81SCALE: 1" = 20'MILLING PLANC2.82SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.7LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.EXCEPT WHERE NOTED OTHERWISE, MILL ANDOVERLAY ABUTTING TYPE 1 & 2 REHAB PAVING SHALLHAVE A MILL DEPTH OF 4 INCHES AND FINISHEDGRADE SHALL BE AS SHOWN ON GRADING PLANS.4. CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TO THEENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.GENERAL NOTES CONT.R-43134212/02/2024 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH 15 MPH15STA=33+00.00STA=34+00.00 STA=35+00.00 STA=36+00.00 STA=37+00.00 STA=38+00.0024.5'24.3'24.4'24.6'24.0 '23.9'24.1 '24 . 2 'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C PAVING4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'8 EQ. SPACES @ 10'20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20'10'10'5 EQ. SPACES @ 20'10'10'20'SEE GENERAL NOTE 1 BOEING C RAMP770 PARCEL13'11' 8'16'5'11'8' 16'13'11'8'SDS D S D S D SDSDSD0.35'0.34'0.35'0.35'0.36'0.36'0.35'0.35'0.33'0.33'0.33'0.24'0.28'0.29'0.32'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.32'0.33'0.33'0.35'0.35'0.36'0.33'0.33'0.31'0.33'0.38'0.35'0.38'0.36'0.31'0.29'0.33'0.33'0.32'0.32'0.33'0.33'0.33'0.29'0.32'0. 3 3 ' 0. 3 1 ' 0. 3 1 ' 0. 3 3 ' 0. 3 6 ' 0. 3 5 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.34'0.35'0.31'0.33'0.33'0.33'0.33'0.34'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 2 5 ' 0. 1 4 ' 0. 0 8 '0.08'0.08'0.08'0.08'0.10'0.14'0.10'0.10'0.14'0.33'0.34'0.33'0.34'0.33'0.32'0.33'0.33'0.29'0.32'0.14'0.10'0.09'0.21'0.24'0.24'0.23'0.23'0.22'0.24'0.27'0.29'0.30'0.31'0.31'0.30'0.31'0.30'0.29'0.23'0.29' 0. 3 2 ' 0. 3 2 ' 0. 2 9 ' 0. 3 2 ' 0. 3 3 ' 0. 3 1 '0.28'0.28'0.28'0.27'0.22'0.17'0.11'0.08'0. 0 9 ' 0. 1 3 ' 0. 1 3 ' 0. 1 2 ' 0. 1 3 ' 0. 1 5 ' 0. 2 1 ' 0. 2 1 ' 0. 2 0 ' 0. 3 3 '0.32'0.32'0.32'0.31'0.31'0.32'0. 2 6 '0.24'0.27'0.29'0.34'0.36'0.35'0.31'0.28'0.30'0.34'0.33'0.33'0.27'0.29'0.34'0.33'0.33'0. 3 4 ' 0. 3 3 ' 0. 3 3 ' LIMITS OF SCHEDULE E PAVING SHARED BID SCHEDULE PAVING, SEE PAVING DETAILSPRO-FLIGHT 750PARCEL APRONATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH 15 MPH15STA=33+00.00STA=34+00.00 STA=35+00.00 STA=36+00.00 STA=37+00.00 STA=38+00.0024.5'24.3'24.4'24.6'24.0 '23.9'24.1 '24 . 2 'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C PAVING4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'8 EQ. SPACES @ 10'20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20'10'10'5 EQ. SPACES @ 20'10'10'20'SEE GENERAL NOTE 1 BOEING C RAMP770 PARCEL13'11' 8'16'5'11'8' 16'13'11'8'SDS D S D S D SDSDSD24.75'24.75'24.84'24.74'24.74'24.82'24.73'24.74'24.82'24.71'24.71'24.82'24.69'24.68'24.81'24.68'24.68'24.80'24.81'24.80'24.78'24.76'24.75'24.73'24.86'24.84'24.82'24.80'24.78'24.77'24.70'24.68'24.78'24.73'24.72'24.77'24.81'24.82'24.76'24.88'24.83'24.75'24.88'24.74'24.90'24.74'24.89'24.75'24.86'24.75'24.84'24.75'24.85'24.75'24.94'24.78'24.97'24.80'24.96'24.81'24.91'24.77'24.88'24.75'24.87'24.73'24.85'24.72'24.84'24.72'24.82'24.71'24.80'24.67'24.73'24.61'24.65'24.53'24.57'24.45'24.63'2 4 . 4 4 '24.64'2 4 . 4 4 '24.61'24.41'24.76'24.79'24.90'25.00'25.06'25.12'25.10'25.08'25.08'25.09'25.18'25.18'25.13'25.08'25.05'25.03'25.02'25.00'24.98'24.94'24.87'24.80'24.73'24.64'24.54'24.79'24.82'24.89'24.98'25.06'25.19'25.17'25.15'25.10'25.05'24.53'24.44'24.33'24.58'24.40'24.56'24.37'24.55'24.34'24.55'24.33'24.54'24.32'24.49'24.30'24.46'24.38'24.29'24.38'24.40'24.31'24.33'24.43'24.33'24.31'24.32'24.33'24.34'24.31'24.26'2 4 . 1 7 '24.13'24.10'24.59'24.83'24.84'24.83'24.82'24.81'24.81'2 4 . 4 7 '24.45'2 4 . 4 4 ' 2 4 . 4 4 ' 2 4 . 4 4 ' 2 4 . 4 2 '24.38'24.31'24.26'2 4 . 2 1 '24.87'24.77'25.09'25.03'24.83'24.91'24.88'24.84'24.79'24.73'24.66'24.35'24.27'2 4 . 1 7 ' 2 4 . 1 7 '24.19'2 4 . 2 1 ' 2 4 . 2 1 '24.16'24.07'23.99'23.95'23.92'24.41'24.78'24.73'24.68'24.63'24.57'24.50'LIMITS OF SCHEDULE E PAVING SHARED BID SCHEDULE PAVING, SEE PAVING DETAILSPRO-FLIGHT 750PARCEL APRONSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 3 OF 10WEST APRONC2.943 OF 114MATCHLINE, SEE SHEET C2.10C2.91SCALE: 1" = 20'MILLING PLANC2.92SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.8LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.EXCEPT WHERE NOTED OTHERWISE, MILL ANDOVERLAY ABUTTING TYPE 1 & 2 REHAB PAVING SHALLHAVE A MILL DEPTH OF 4 INCHES AND FINISHEDGRADE SHALL BE AS SHOWN ON GRADING PLANS.4. CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TO THEENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.GENERAL NOTES CONT.R-43134312/02/2024 ATCT CLEARANCE REQUIREDMPH15MPH15STA=39+00.00STA=40+00.00 STA=41+00.00 STA=42+00.00 STA=43+00.00 STA=44+00.0024.0'23.8'23.9'24.0'23.8'23.9'24.0'23.9'24.1 '24.2'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C PAVINGLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAY10'3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10'SEE GENERAL NOTE 1 BOEING C RAMP770 PARCELRAINIER FLIGHT 800/820PARCEL APRON16'8'16'SDSDSD0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.35'0.34'0.34'0.34'0.33'0.34'0.35'0.34'0. 3 2 ' 0. 3 2 ' 0. 3 0 ' 0. 3 2 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 '0.35'0.36'0.34'0.34'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.35'0.33'0.33'0.33'0.33'0.10'0.14'0.19'0.27'0.29'0.26'0.27'0.30'0.27'0.29'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.24'0.13'0.17'0.18'0.17'0.10'0.09'0.12'0.18'0.16'0.14'0.16'0.20'0.19'0.18'0.23'0.26'0.22'0.23'0.22'0.23'0.22'0.23'0. 2 3 ' 0. 2 4 ' 0. 2 5 ' 0. 2 4 ' 0. 2 5 ' 0. 2 4 '0.24'0.25'0.27'0.26'0.16'0.21'0.22'0.18'0.23'0.26'0.26'0.21'0.20'0.21'0.23'0.22'0.19'0.19'0.20'0.22'0.21'0.24' 0. 2 7 ' 0. 2 6 ' 0. 2 4 ' 0. 2 3 ' 0. 2 4 ' 0. 2 5 '0.26'0.26'0.26'0.29'0.27'0.26'0.26'0. 2 6 ' 0. 2 8 ' 0. 2 8 ' 0. 2 8 ' 0. 2 7 ' 0. 2 2 ' 0. 2 4 ' 0. 2 7 ' 0. 2 9 ' 0. 3 2 ' 0. 3 4 '0.28'0.30'LIMITS OFSCHEDULEE PAVINGSHARED BIDSCHEDULE PAVING,SEE PAVING DETAILS 8' 16'8'8'8'8'ATCT CLEARANCE REQUIREDMPH15MPH15STA=39+00.00STA=40+00.00 STA=41+00.00 STA=42+00.00 STA=43+00.00 STA=44+00.0024.0'23.8'23.9'24.0'23.8'23.9'24.0'23.9'24.1 '24.2'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C PAVINGLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAY10'3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10'SEE GENERAL NOTE 1 BOEING C RAMP770 PARCELRAINIER FLIGHT 800/820PARCEL APRON16'8'16'SDSDSD24.38'24.40'24.31'24.33'24.43'24.33'24.33'24.46'24.35'24.33'24.45'24.35'24.30'24.41'24.30'24.25'24.34'24.23'24.23'24.31'24.20'24.26'24.35'24.24'24.31'24.40'24.30'24.36'24.45'24.34'24.38'24.48'24.39'24.38'24.50'24.41'24.34'24.48'24.39'24.33'24.44'24.35'24.13'24.10'24.08'24.10'24.09'24.06'24.07'24.09'24.14'24.17'24.18'24.16'24.13'2 4 . 1 2 '24.34'24.43'24.33'24.32'24.41'24.31'24.28'24.39'24.29'24.26'24.38'24.29'24.25'24.36'24.28'24.25'24.36'2 4 . 2 7 '24.26'24.38'24.29'24.28'24.39'24.31'24.32'2 4 . 4 2 '24.33'24.34'2 4 . 4 4 '24.35'24.35'24.45'24.37'24.38'24.49'24.41'2 4 . 4 1 '24.51'24.42'24.32'24.46'24.38'24.16'24.38'24.32'24.39'24.48'24.40'24.54'24.53'24.45'24.67'24.56'24.47'24.66'24.56'24.46'24.64'24.54'24.44'24.62'24.51'24.41'24.43'24.48'24.54'24.54'24.51'24.52'2 4 . 1 2 '24.10'24.08'24.04'24.00'23.99'24.02'24.07'24.13'24.14'24.15'2 4 . 1 7 ' 2 4 . 1 7 '24.08'24.03'24.31'24.40'2 4 . 4 1 ' 2 4 . 4 1 '24.39'2 4 . 4 1 ' 24.26'24.21'23.95'23.92'23.90'23.91'23.96'23.95'23.96'23.99'24.04'24.05'LIMITS OFSCHEDULEE PAVINGSHARED BIDSCHEDULE PAVING,SEE PAVING DETAILS 8' 16'8'8'8'8'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 4 OF 10WEST APRONC2.1044 OF 114MATCHLINE, SEE SHEET C2.11C2.101SCALE: 1" = 20'MILLING PLANC2.102SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.9LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.EXCEPT WHERE NOTED OTHERWISE, MILL ANDOVERLAY ABUTTING TYPE 1 & 2 REHAB PAVING SHALLHAVE A MILL DEPTH OF 4 INCHES AND FINISHEDGRADE SHALL BE AS SHOWN ON GRADING PLANS.4. CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TO THEENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.GENERAL NOTES CONT.R-43134412/02/2024 MPH15MPH 15 STA=45+00.00STA=46+00.00 STA=47+00.00 STA=48+00.00 STA=49+00.00 STA=50+00.0022.5'23.0'23.5'22.4'22.6 '22.7 '22.8 '22.9 '23.1'23.2'23.3'23.4'23.6'23.7'23.8'23.9'22.5'22.3'22.4'22.6'22.7'22.8'22.9'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE A OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAY5 EQ. SPACES @ 10'10'10'20'10'10'4 EQ. SPACES @ 20'10'10'10'10'10'10'4 EQ. SPACES @ 20'4 EQ. SPACES @ 20'3 EQ. SPACES @ 20'3 EQ. SPACES @ 10'6 EQ. SPACES @ 10'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20'LIMITS OF BIDSCHEDULE B OVERLAY3 EQ. SPACES @ 20'SEE GENERAL NOTE 1 BEFA 840/846PARCEL APRONBHC 850 PARCELHANGAR13'19'8'8' 8'8'13'6' SD SD 0.33'0.33'0.33'0.33'0.33'0.33'0.31'0.34'0.32'0.33'0.33'0.34'0.34'0.34'0.32'0.30'0.32'0.30'0.32'0.32'0. 3 2 ' 0. 3 1 '0.33'0.33'0.33'0.32'0.33'0.17'0.18'0.17'0.32'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 4 2 ' 0. 4 2 '0.42'0.41'0.38'0.32'0.33'0.33'0.33'0.33'0.33'0.23'0.26'0.26'0.32'0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.29'0.32'0.34'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 5 ' 0. 3 3 ' 0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.32'0.29'0.22'0.15'0.17'0.21'0.24'0. 2 4 ' 0. 2 2 ' 0. 2 2 ' 0. 2 4 ' 0. 2 4 ' 0. 2 6 ' 0. 2 9 ' 0. 3 1 ' 0. 2 7 ' 0. 3 3 ' 0. 3 1 ' 0. 2 3 ' 0. 1 8 '0.20'0.22'0.25'0.28'0.26'0.24'0.24'0.24'0.25'0.33'0.35'0.33'0.33'0. 3 3 ' 0. 2 4 '0.27'MPH15MPH 15 STA=45+00.00STA=46+00.00 STA=47+00.00 STA=48+00.00 STA=49+00.00 STA=50+00.0022.5'23.0'23.5'22.4'22.6 '22.7 '22.8 '22.9 '23.1'23.2'23.3'23.4'23.6'23.7'23.8'23.9'22.5'22.3'22.4'22.6'22.7'22.8'22.9'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE A OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAY5 EQ. SPACES @ 10'10'10'20'10'10'4 EQ. SPACES @ 20'10'10'10'10'10'10'4 EQ. SPACES @ 20'4 EQ. SPACES @ 20'3 EQ. SPACES @ 20'3 EQ. SPACES @ 10'6 EQ. SPACES @ 10'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20'LIMITS OF BIDSCHEDULE B OVERLAY3 EQ. SPACES @ 20'SEE GENERAL NOTE 1 BEFA 840/846PARCEL APRONBHC 850 PARCELHANGAR13'19'8'8' 8'8'13'6' SD SD 24.66'24.56'24.46'24.64'24.54'24.44'24.62'24.51'24.41'24.44'24.40'24.34'24.24'24.26'24.22'23.73'23.92'23.93'24.54'24.51'24.52'24.51'24.25'24.41'24.39'24.41'24.45'24.20'23.49'23.35'23.64'23.74'23.13'23.45'23.59'22.95'23.29'23.43'22.85'23.16'23.30'22.76'23.06'23.20'22.65'22.93'23.06'22.51'22.79'22.92'22.35'22.64'22.78'2 2 . 2 7 '22.57'22.69'22.28'22.53'22.63'2 2 . 2 4 '22.47'22.58'2 2 . 1 7 '22.41'22.50'22.16'22.41'22.51'22.08'22.33'22.47'22.08'22.32'22.45'22.13'22.37'2 2 . 4 7 '22.20'2 2 . 4 4 '22.52'22.25'22.50'22.62'22.32'22.56'22.73'22.35'22.60'2 2 . 7 4 '22.30'22.38'22.64'2 2 . 7 4 '22.33'2 2 . 4 1 '22.67'22.75'22.36'2 2 . 4 4 '22.68'22.77'22.96'22.74'22.64'22.56'22.48'22.41'22.32'2 2 . 2 2 ' 2 2 . 1 4 ' 2 2 . 1 2 '22.08'22.00'21.93'21.87'21.86'21.86'22.38'22.48'22.70'22.80'22.43'22.51'22.72'22.83'22.48'22.55'22.75'22.85'22.53'22.59'22.77'22.88'2 2 . 7 2 '22.82'22.94'22.83'22.92'23.01'22.86'22.99'23.06'22.87'23.03'23.13'22.27'22.57'22.60'22.63'22.63'22.63'22.63'22.63'22.66'22.69'22.72'22.75'22.79'22.85'22.92'22.58'22.62'22.78'22.91'22.81'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 5 OF 10WEST APRONC2.1145 OF 114MATCHLINE, SEE SHEET C2.12C2.111SCALE: 1" = 20'MILLING PLANC2.112SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.10LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.EXCEPT WHERE NOTED OTHERWISE, MILL ANDOVERLAY ABUTTING TYPE 1 & 2 REHAB PAVING SHALLHAVE A MILL DEPTH OF 4 INCHES AND FINISHEDGRADE SHALL BE AS SHOWN ON GRADING PLANS.4. CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TO THEENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.GENERAL NOTES CONT.R-43134512/02/2024 STA=51+00.00STA=52+00.00 STA=53+00.0023.0'22.8'22.9'23.1'23.2'23.3'23.4'22.5'22.6'22.7'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAY3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'9 EQ. SPACES @ 20'23.0'23.5'22.8'22.9'23.1'23.2'23.3'23.4'23.6'23.6'23.7'23.7'SEE GENERAL NOTE 1 HANGARNW SEAPLANES860 PARCEL8'8'13'SD SD 0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.32'0.33'0.34'0.3 3 ' 0. 3 3 ' 0. 3 2 ' 0. 2 8 ' 0.27'0.26'0.26'0.27'0.27'0.22'0.22'0.21'0.21'0.20'0.2 1 ' 0. 2 2 ' 0. 2 0 ' 0. 2 3 ' STA=51+00.00STA=52+00.00 STA=53+00.0023.0'22.8'22.9'23.1'23.2'23.3'23.4'22.5'22.6'22.7'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE B OVERLAY3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'9 EQ. SPACES @ 20'23.0'23.5'22.8'22.9'23.1'23.2'23.3'23.4'23.6'23.6'23.7'23.7'SEE GENERAL NOTE 1 HANGARNW SEAPLANES860 PARCEL8'8'13'SD SD 22.87'23.03'23.13'22.88'23.08'23.19'22.91'23.15'23.25'22.95'23.22'23.30'23.01'23.28'23.38'23.06'23.32'23.43'23.10'23.40'23.48'23.20'23.50'23.56'23.28'23.56'23.62'23.33'23.62'23.69'23.38'23.68'23.75'23.41'23.73'23.80'23.44'23.76'23.86'23.39'23.78'23.90'23.25'22.81'2 2 . 7 2 '22.80'22.80'22.68'22.60'22.54'22.42'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 6 OF 10WEST APRONC2.1246 OF 114C2.121SCALE: 1" = 20'MILLING PLANC2.122SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.11LEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.EXCEPT WHERE NOTED OTHERWISE, MILL ANDOVERLAY ABUTTING TYPE 1 & 2 REHAB PAVING SHALLHAVE A MILL DEPTH OF 4 INCHES AND FINISHEDGRADE SHALL BE AS SHOWN ON GRADING PLANS.4. CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TO THEENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.GENERAL NOTES CONT.R-43134612/02/2024 3+004+0016'TAXIWAY A0.13'0.15'0.16'0.14'0.13'0.12'0.09'0.12'0.14'0.12'0.08'0.10'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.12'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.11'0.08'0.08'0.08'0.08'0.15'0.11'0.09'0.08'0.12'0.15'0.17'0.15'0.13'0.11'0.14'0.18'0.18'0.17'0.17'0.17'0.08'0.08'0.08'0.08'0.08'0.08'TW A1-A-A7STA=25+81.82OFF=33.00'R16' 16' 16'16'16'8'8'TW A1-A-A7STA=24+42.80OFF=33.00'RSEEGENERALNOTE 1TAXIWAY A5TW A5STA=3+42.53OFF=20.00'RGRADE BREAK LINE10'10'10'10'10'10'10'4 + 0 0 5+00 16'RUNWAY 16-340.08'0.08'0.11'0.08'0.08'0.08'0.15'0.09'0.08'0.12'0.15'0.17'0.15'0.13'0.11'0.14'0.18'0.18'0.17'0.12'0.13'0.15'0.18'0.21'0.16'0.17'0.10'0.12'0.13'0.13'0.18'0.18'0.14'0.14'0.11'0.13'0.13'0.14'0.14'0.14'0.15'0.17'0.14'0.09'0.17'0.11'0.13'0.13'0.14'0.15'0.12'0.17'0.17'0.08'16'16'SEE GENERAL NOTE 2GRADE BREAK LINETAXIWAY A540'20'20'10'10'10'10'10'10'10'10'4 + 0 0 5 + 0 0 24.11'24.21'24.02'23.97'24.12'24.10'24.01'23.99'24.14'24.10'24.07'24.08'23.98'24.11'24.22'24.22'24.24'24.27'24.22'24.23'24.36'24.39'24.39'24.32'24.24'24.21'24.30'24.42'24.52'24.52'24.47'24.44'24.43'24.43'24.59'24.63'24.68'24.66'24.65'24.65'24.65'24.65'24.12'24.22'24.46'24.54'24.44'24.65'24.66'24.66'24.76'23.98'24.17'23.96'16'RUNWAY 16-3416' 16'SEE GENERAL NOTE 2GRADE BREAK LINETAXIWAY A540'20'20'10'10'10'10'10'10'10'10'3 + 0 0 4 + 0 0 24.53'24.57'24.60'24.63'24.66'24.69'24.71'24.72'24.73'24.76'24.39'24.43'24.46'24.49'24.52'24.55'24.22'24.26'24.30'24.34'24.39'24.05'24.11'24.19'24.25'23.89'24.00'24.12'24.22'24.18'23.83'23.96'24.11'24.21'24.02'23.82'23.97'24.12'24.10'24.01'23.84'23.99'24.14'24.10'24.07'24.08'23.98'24.11'24.22'24.22'24.24'24.27'24.22'23.98'24.56'24.44'24.34'24.31'24.27'24.17'23.96'16'TAXIWAY ATW A1-A-A7STA=25+81.82OFF=33.00'R16' 16' 16' 16' 16' 8' 8'TW A1-A-A7STA=24+42.80OFF=33.00'RSEE GENERAL NOTE 1 TAXIWAY A5TW A5STA=3+42.53OFF=20.00'RGRADE BREAK LINE10'10'10'10'10'10'10'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 7 OF 10TAXIWAY A5C2.1347 OF 114C2.131SCALE: 1" = 20'MILLING PLANC2.132SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'MATCHLINE, SEE ABOVE2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE2-INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TOTHE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.PROPOSED GRADE BREAK NOTALIGNED WITH GRID LAYOUTMATCHLINE, SEE BELOWR-431347R-43134712/02/2024 28+0029+0030+0025.0'24.6'24.7'24.8'24.9'25.1'24.9 ' 2+003+004+00 TAXIWAY ARUNWAY 16-340.17'0.17'0.18'0.13'0.14'0.13'0.17'0.18'0.18'0.17'0.16'0.16'0.19'0.17'0.17'0.17'0.17'0.18'0.18'0.17'0.19'0.20'0.18'0.18'0.17'0.17'0.17'0.17'0.20'0.18'0.17'0.17'0.17'0.18'0.17'0.17'0.16'0.14'0.17'0.17'0.09'0.14'0.11'0.12'0.08'0.11'0.10'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.09'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.10'0.08'0.08'0.08'0.08'0.08'10'20'14'16'16'16'SEE GENERAL NOTE 2TAXIWAY A430'10'SEE GENERAL NOTE 1 16'16'16'16'16'16'16'10'TW A1-A-A7STA=29+40.83OFF=33.00'RTW A1-A-A7STA=28+39.49OFF=33.00'R20'10'9'10'10'10'10'10'10'10'10'13'28+0029+0030+0025.0'24.6'24.7'24.8 '24.9'25.1'24.9' 2+003+004+00 24.36'24.19'24.16'24.22'24.24'24.27'24.18'24.13'24.01'23.96'23.82'24.02'24.14'24.08'23.98'23.84'23.95'24.03'23.92'23.79'23.62'23.79'23.95'23.86'23.76'23.69'23.80'23.91'23.73'23.54'23.59'23.74'23.88'23.79'23.68'23.59'23.76'23.89'23.76'23.62'23.65'23.80'23.93'23.78'23.62'23.68'23.86'23.99'23.86'23.69'23.84'23.91'24.00'24.09'24.02'23.95'23.93'24.30'24.28'24.26'24.23'24.21'24.19'24.16'24.14'24.13'24.13'24.32'TAXIWAY ARUNWAY 16-3410'20'14' 16' 16' 16'SEE GENERAL NOTE 2TAXIWAY A430'10'SEE GENERAL NOTE 1 16'16'16'16'16'16' 16'10'TW A1-A-A7STA=29+40.83OFF=33.00'RTW A1-A-A7STA=28+39.49OFF=33.00'R20'10'9'10'10'10'10'10'10'10'10'13'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 8 OF 10TAXIWAY A4C2.1448 OF 114C2.141SCALE: 1" = 20'MILLING PLANC2.142SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE2-INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TOTHE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.R-431348R-43134812/02/2024 3+004+00TAXIWAY A0.16'0.14'0.09'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0. 0 8 '0.11'0.13'0. 1 5 ' 0.08'0.08'0.08'0.08'0.12'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.15'0.17'0.08'0.08'0.08'0.09'0.13'0.09'0.08'0.08'0.10'0.19'0.19'0.14'0.10'0.08'0.08'0.13'0.14'0.13'0.14'0.13'0.09'0.08'0.14'0.18'0.15'0.31'0.24'0.21'0.21'0.17'0.15'0.15'0.13'0.09'0.08'16' 16' 12'16'16'TAXIWAY A3SEEGENERALNOTE 1TW A1-A-A7STA=36+00.67OFF=33.00'RTW A1-A-A7STA=37+42.97OFF=33.00'R8'8'10'10'15'10'10'10'10'10'10'10'4+005+00RUNWAY 16-340.15'0.13'0.10'0.14'0.16'0.14'0.12'0.12'0.13'0.11'0.12'0.12'0.12'0.17'0.11'0.10'0.08'0.08'0.10'0.12'0.13'0.11'0.15'0.16'0.08'0.14'0.08'0.08'0.08'0.12'0.14'0.15'0.14'0.16'0.14'0.09'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.11'0.13'0.15'0.08'0.08'0.08'0.08'0.12'0.08'16' 16' 16'16'16'SEE GENERAL NOTE 2TAXIWAY A310'10'10'10'10'10'10'10'10' 2 0 ' 2 0 '3+004+0023.77'23.70'2 3 . 6 6 '23.62'23.58'2 3 . 5 4 '23.50'23.48'23.48'23.47'23.51'23.44'2 3 . 4 2 '23.41'23.39'2 3 . 3 4 '23.31'23.30'23.08'2 3 . 1 2 '23.18'23.24'23.25'23.22'23.24'23.07'23.11'23.17'23.10'22.99'22.91'22.78'23.02'23.13'23.03'22.97'22.90'23.00'23.11'22.97'22.86'2 2 . 9 0 ' 2 3 . 0 0 ' 2 3 . 1 1 '22.98'2 2 . 8 9 ' 2 2 . 8 7 '22.99'2 3 . 1 3 ' 2 3 . 0 3 ' 2 2 . 9 6 ' 2 2 . 9 1 ' 2 3 . 0 4 '23.21'23.15'2 3 . 1 2 ' 2 3 . 1 0 '23.01'2 3 . 1 6 '23.35'23.32'2 3 . 3 0 '23.29'23.26'TAXIWAY A16' 16' 12' 16' 16'TAXIWAY A3SEE GENERAL NOTE 1TW A1-A-A7STA=36+00.67OFF=33.00'RTW A1-A-A7STA=37+42.97OFF=33.00'R8' 8' 10' 10' 1 5 '10'10'10'10'10'10'10'4+005+0022.90'23.00'23.11'22.99'23.13'23.03'22.96'22.91'23.04'23.21'23.15'23.12'23.10'23.01'23.16'23.35'23.32'23.30'23.29'23.26'23.25'23.42'23.53'2 3 . 5 1 '23.49'23.46'23.42'23.39'23.63'23.62'23.62'2 3 . 6 2 '23.63'23.66'2 3 . 6 9 '23.72'23.71'2 3 . 6 2 '23.56'23.88'23.88'23.90'23.90'23.90'2 3 . 8 7 '23.87'23.87'2 3 . 8 7 '23.87'23.87'23.90'23.91'23.93'RUNWAY 16-3416' 16' 16' 16' 16'SEE GENERAL NOTE 2TAXIWAY A31 0 ' 1 0 '10'10'1 0 '10'10'10'1 0 ' 2 0 ' 2 0 'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 9 OF 10TAXIWAY A3C2.1549 OF 114C2.151SCALE: 1" = 20'MILLING PLANC2.152SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'MATCHLINE, SEE BELOWMATCHLINE, SEE ABOVE2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE2-INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TOTHE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.R-431349R-43134912/02/2024 3+00 TAXIWAY A0.17'0.14'0.12'0.09'0.14'0.19'0.17'0.17'0.15'0.08'0.08'0.08'0.11'0.17'0.17'0.13'0.08'0.08'0.08'0.15'0.17'0.17'0.19'0.08'0.08'0.08'0.08'0.17'0.17'0.09'0.08'0.08'0.08'0.16'0.20'0.17'0.11'0.08'0.08'0.11'0.18'0.19'0.16'0.17'0.14'0.14'0.12'0.15'0.12'0.11'0.10'0.08'0.08'0.10'0.12'0.09'0.08'0.08'0.08'0.08'0.09'0.11'0.13'0.15'0.13'0.08'0.10'0.12'0.17'0.20'0.15'0.18'0.14'0.09'0.08'0.18'0.19'0.19'0.17'0.14'0.13'0.13'0.13'0.13'0.09'0.08'0.08'0.08'0.08'0.08'0.15'0.17'0.23'0.20'0.13'0.11'0.11'0.11'0.13'0.13'0.15'0.16'0.14'0.16'0.17'0.19'0.19'0.19'0.16'0.13'0.10'0.14'0.16'0.12'0.08'0.08'0.08'0.08'0.08'0.12'0.15'0.16'0.17'0.19'0.19'0.19'0.19'0.19'0.19'0.18'0.16'0.17'0.18'0.18'0.18'0.18'0.18'0.18'0.19'0.23'0.31'SEE GENERAL NOTE 1TAXIWAY A2TW A1-A-A7STA=48+50.97OFF=33.00'RTW A1-A-A7STA=48+50.97OFF=41.00'RTW A1-A-A7STA=52+12.17OFF=33.00'R15'15'13.5'13.5'13.5'13.5'10'10'10'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'4+00 RUNWAY 16-340.17'0.19'0.18'0.17'0.19'0.15'0.15'0.17'0.17'0.23'0.21'0.17'0.18'0.19'0.17'0.17'0.18'0.18'0.17'0.20'0.20'0.17'0.17'0.20'0.19'0.16'0.16'0.16'0.17'0.17'0.14'0.12'0.09'0.14'0.19'0.17'0.17'0.15'0.08'0.08'0.08'0.11'0.17'SEE GENERAL NOTE 2TAXIWAY A210'15'15'15'15'15' 3+0021.78'21.83'21.91'21.99'21.89'21.78'21.70'21.48'21.61'21.76'21.88'21.80'21.72'21.65'21.55'21.62'21.72'21.83'21.66'21.49'21.34'21.35'21.49'21.63'21.80'21.59'21.40'21.23'21.24'21.41'21.60'21.78'21.63'21.50'21.43'21.58'21.61'21.63'21.66'21.68'21.68'21.68'21.68'21.69'21.70'21.77'21.85'21.94'22.19'22.38'22.56'22.71'22.19'22.13'22.06'22.01'21.98'21.98'21.95'21.92'21.91'21.87'21.84'21.81'21.78'21.73'21.67'21.68'21.80'21.62'21.48'21.33'21.50'21.53'21.63'21.74'21.85'21.79'21.85'21.91'21.98'22.02'22.06'22.10'22.14'22.18'22.22'22.26'22.30'22.34'22.37'22.41'22.45'22.63'22.59'22.55'22.51'22.47'22.42'22.38'22.33'22.29'22.25'22.20'22.16'22.11'22.06'22.01'21.95'21.93'21.90'21.79'21.72'21.69'21.67'21.78'21.86'21.85'21.85'21.87'21.91'21.96'22.01'22.05'22.10'22.15'22.20'22.25'22.30'22.34'22.39'22.44'22.49'22.54'22.58'22.63'22.68'22.73'22.77'22.81'22.85'TAXIWAY ASEE GENERAL NOTE 1TAXIWAY A2TW A1-A-A7STA=48+50.97OFF=33.00'RTW A1-A-A7STA=48+50.97OFF=41.00'RTW A1-A-A7STA=52+12.17OFF=33.00'R15'15'13.5'13.5'13.5'13.5'10'10'10'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'4+0023.08'22.92'22.78'22.74'23.05'23.02'22.97'22.95'22.93'22.92'22.66'22.65'22.66'22.69'22.76'22.74'22.39'22.42'22.48'22.55'22.43'22.32'22.25'22.07'22.13'22.24'22.34'22.26'22.18'22.13'21.92'21.97'22.06'22.14'22.05'21.95'21.90'21.78'21.83'21.91'21.99'21.89'21.78'21.70'21.48'21.61'21.76'21.88'21.80'21.72'21.65'22.89'22.79'RUNWAY 16-34SEE GENERAL NOTE 2TAXIWAY A210'15'15'15'15'15'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 NDECEMBER 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 10 OF 10TAXIWAY A2C2.1650 OF 114C2.161SCALE: 1" = 20'MILLING PLANC2.162SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURPROPOSED OVERLAY PAVINGTYPE 1 & 2 REHAB ANDTRANSITION PAVINGBOEING REHAB PAVING(SCHEDULE E)LEGEND CONT.PROPOSED MILLING DEPTHPROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'MATCHLINE, SEE LEFTMATCHLINE, SEE RIGHTMATCHLINE, SEE LEFTMATCHLINE, SEE RIGHT2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE2-INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.CONTRACTOR TO PERFORM SURVEY ON MILLEDSURFACE PER THE GRID SHOWN AND SUBMIT TOTHE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT.R-431350R-43135012/02/2024 TW A1-A-A7 SECTION @ 22+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 23+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 23+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 24+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 24+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 25+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 25+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 26+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 26+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG: 25.08FG: 25.04EG: 25.15FG: 25.15EG: 25.77FG: 25.81EG: 25.62FG: 25.60EG: 25.35FG: 25.35EG: 25.00FG: 25.00EG: 24.04FG: 24.34EG: 23.69FG: 24.60EG: 23.83FG: 24.74EG: 23.83FG: 24.57EG: 24.08FG: 24.36 EG: FG: EG: FG: EG: 24.92 FG: 24.94 EG: 25.00 FG: 25.12 EG: 25.70 FG: 25.85 EG: 25.56 FG: 25.57 EG: 25.29 FG: 25.30 EG: 24.89 FG: 24.99 EG: 24.11 FG: 24.11 EG: 23.71 FG: 24.10 EG: 23.76 FG: 24.09 EG: 23.84 FG: 23.96 EG: 24.23 FG: EG: FG: EG: 24.71 FG: EG: 24.93 FG: EG: 25.25 FG: 25.28 EG: 25.76 FG: 25.82 EG: 25.52 FG: 25.53 EG: 25.24 FG: 25.26 EG: 24.90 FG: 24.94 EG: 24.05 FG: EG: 23.32 FG: 23.52 EG: 23.59 FG: 23.64 EG: 23.80 FG: 23.81 EG: 24.05 FG: EG:FG:EG:FG:EG: 26.11FG:EG: 25.82FG: 25.81EG: 25.75FG: 25.78EG: 25.52FG: 25.50EG: 25.24FG: 25.21EG: 24.90FG: 24.90EG: 23.97FG: 24.07EG: 23.45FG: 23.91EG: 23.80FG: 23.78EG: 24.03FG: 24.04EG: 24.27FG: 24.28 EG: FG: EG: FG: EG: 26.20 FG: EG: 25.94 FG: 25.97 EG: 25.81 FG: 25.76 EG: 25.42 FG: 25.42 EG: 25.19 FG: 25.16 EG: 24.87 FG: 24.85 EG: 24.31 FG: EG: 23.86 FG: 24.02 EG: 23.97 FG: 24.25 EG: 23.94 FG: 24.06 EG: 23.84 FG: 23.84 EG: FG: EG: FG: EG: 25.67 FG: EG: 25.78 FG: EG: 25.71 FG: 25.69 EG: 25.39 FG: 25.39 EG: 25.16 FG: 25.11 EG: 24.78 FG: 24.80 EG: 24.32 FG: 24.49 EG: 23.99 FG: 24.19 EG: 23.82 FG: EG: 23.69 FG: 23.77 EG: 23.71 FG: 23.59 EG:FG:EG:FG:EG: 25.51FG:EG: 25.04FG: 25.04EG: 25.59FG: 25.63EG: 25.36FG: 25.33EG: 25.10FG: 25.01EG: 24.76FG: 24.70EG: 24.22FG: 24.37EG: 23.61FG:EG: 23.62FG:EG: 23.53FG:EG: 23.80FG: EG: FG: EG: FG: EG: 25.60 FG: EG: 25.47 FG: 25.47 EG: 25.48 FG: 25.57 EG: 25.29 FG: 25.25 EG: 25.04 FG: 24.91 EG: 24.68 FG: 24.60 EG: 23.78 FG: EG: 23.52 FG: EG: 23.55 FG: EG: 23.61 FG: EG: 23.63 FG: EG: FG: EG: FG: EG: 25.50 FG: EG: 25.30 FG: 25.22 EG: 25.40 FG: 25.47 EG: 25.20 FG: 25.18 EG: 25.00 FG: 24.87 EG: 24.67 FG: 24.56 EG: 23.63 FG: EG: 23.46 FG: EG: 23.42 FG: EG: 23.47 FG: EG: 23.45 FG:REFER TO TAXIWAY A5 MILLAND OVERLAY PLANSREFER TO TAXIWAY A5 MILLAND OVERLAY PLANSREFER TO TAXIWAY A5 MILLAND OVERLAY PLANSCL EL = 25.35'EL = 25.00'OFF = 25.00'REL = 25.68'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.39%1.00%SCH BSCH CCL EL = 25.30' EL = 24.99' OFF = 25.00'R EL = 25.66' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.08%SCH BSCH CCL EL = 25.26' EL = 24.94' OFF = 25.00'R EL = 25.62' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.11%SCH BSCH CCL EL = 25.21'EL = 24.90'OFF = 25.00'REL = 25.60'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL EL = 25.11' EL = 24.70' OFF = 33.00'R EL = 25.48' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.10%SCH BSCH C EL = 25.44'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLCL EL = 25.01'EL = 25.01'OFF = 0.00'EL = 24.60'OFF = 33.00'R1.30%-1.25%SCH BSCH CEL = 25.37' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLCL EL = 24.91'EL = 24.91' OFF = 0.00' EL = 24.60' OFF = 25.02'R-1.39%-1.25%SCH BCL EL = 24.87' EL = 24.56' OFF = 25.00'R EL = 25.28' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.24%SCH BCL EL = 25.16' EL = 24.75' OFF = 33.00'R EL = 25.51' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.05%SCH BSCH CSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.1751 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431351R-43135112/02/2024 TW A1-A-A7 SECTION @ 27+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 27+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 28+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 28+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 29+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 29+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 30+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 30+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 31+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG: 25.15FG:EG: 25.25FG: 25.37EG: 25.29FG: 25.49EG: 25.15FG: 25.11EG: 24.94FG: 24.84EG: 24.56FG: 24.52EG: 23.55FG:EG: 23.19FG:EG: 23.25FG:EG: 23.35FG:EG: 23.59FG: EG: FG: EG: FG: EG: 25.65 FG: EG: 25.41 FG: 25.56 EG: 25.35 FG: 25.55 EG: 25.14 FG: 25.11 EG: 24.92 FG: 24.80 EG: 24.57 FG: 24.49 EG: 23.41 FG: EG: 23.22 FG: 22.83 EG: 23.29 FG: 22.43 EG: 23.44 FG: EG: 23.73 FG: EG: FG: EG: FG: EG: 25.61 FG: EG: 25.46 FG: 25.46 EG: 25.35 FG: 25.31 EG: 25.12 FG: 25.10 EG: 24.87 FG: 24.77 EG: 24.52 FG: 24.45 EG: 23.43 FG: EG: 23.25 FG: 23.20 EG: 23.17 FG: 22.90 EG: 23.29 FG: EG: 23.57 FG: EG:FG:EG:FG:EG: 25.73FG:EG: 25.45FG: 25.45EG: 25.26FG: 25.25EG: 24.97FG: 24.97EG: 24.69FG: 24.71EG: 24.30FG: 24.40EG: 23.64FG: 23.69EG: 23.38FG:EG: 23.23FG:EG: 23.34FG:EG: 23.56FG: EG: FG: EG: FG: EG: 25.65 FG: EG: 25.41 FG: 25.40 EG: 25.14 FG: 25.14 EG: 24.86 FG: 24.85 EG: 24.57 FG: 24.59 EG: 24.19 FG: 24.28 EG: 23.85 FG: 23.97 EG: 23.68 FG: 23.79 EG: 23.73 FG: 23.74 EG: 23.70 FG: 23.69 EG: 23.83 FG: EG: FG: EG: FG: EG: FG: EG: 25.42 FG: 25.40 EG: 25.17 FG: 25.17 EG: 24.85 FG: 24.85 EG: 24.51 FG: 24.54 EG: 24.14 FG: 24.23 EG: 23.41 FG: EG: 23.18 FG: EG: 23.08 FG: EG: 23.07 FG: EG: 23.09 FG: EG:FG:EG:FG:EG:FG:EG: 25.40FG: 25.40EG: 25.19FG: 25.18EG: 24.89FG: 24.86EG: 24.49FG: 24.53EG: 24.18FG: 24.21EG: 23.21FG:EG: 22.90FG:EG: 22.94FG: 22.67EG: 22.85FG: 22.71EG: 23.19FG: EG: FG: EG: FG: EG: FG: EG: 25.27 FG: 25.27 EG: 25.15 FG: 25.10 EG: 24.85 FG: 24.83 EG: 24.49 FG: 24.49 EG: 24.23 FG: 24.18 EG: 23.34 FG: EG: 23.05 FG: 23.04 EG: 22.97 FG: 22.74 EG: 22.91 FG: 22.70 EG: 23.15 FG: EG: FG: EG: FG: EG: FG: EG: 25.00 FG: 25.00 EG: 25.03 FG: 25.13 EG: 24.81 FG: 24.77 EG: 24.50 FG: 24.44 EG: 24.26 FG: 24.12 EG: 23.56 FG: EG: 23.10 FG: EG: 22.98 FG: 22.75 EG: 22.93 FG: 22.70 EG: 23.11 FG:REFER TO TAXIWAY A4 MILLAND OVERLAY PLANSREFER TO TAXIWAY A4 MILLAND OVERLAY PLANSCL EL = 24.84'EL = 24.52'OFF = 25.00'REL = 25.19'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.08%SCH BCL EL = 24.80' EL = 24.49' OFF = 25.00'R EL = 25.21' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.25%SCH BSCH E SCH E CL EL = 24.77' EL = 24.45' OFF = 25.00'R EL = 25.20' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.33%SCH BSCH E SCH E CL EL = 24.71'EL = 24.30'OFF = 33.00'REL = 25.05'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.02%SCH BSCH CSCH ESCH E CL EL = 24.59' EL = 24.18' OFF = 33.00'R EL = 24.93' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.01%SCH BSCH CSCH E SCH E CL EL = 24.54' EL = 24.18' OFF = 28.70'R EL = 24.95' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.24%SCH BSCH CSCH E SCH E CL EL = 24.53'EL = 24.21'OFF = 25.00'REL = 24.96'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.33%SCH BSCH CCL EL = 24.49' EL = 24.18' OFF = 25.00'R EL = 24.93' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.33%SCH BSCH CCL EL = 24.44' EL = 24.12' OFF = 25.00'R EL = 24.88' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.33%SCH BSCH CSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.1852 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431352R-43135212/02/2024 TW A1-A-A7 SECTION @ 31+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 32+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 32+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 33+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 33+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 34+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 34+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 35+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 35+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG:FG:EG: 24.88FG: 24.90EG: 24.88FG: 24.95EG: 24.71FG: 24.68EG: 24.41FG: 24.38EG: 24.18FG: 24.07EG: 23.71FG:EG: 23.36FG:EG: 23.09FG:EG: 23.07FG:EG: 23.26FG: EG: FG: EG: FG: EG: FG: EG: 24.85 FG: 24.86 EG: 24.75 FG: 24.88 EG: 24.68 FG: 24.63 EG: 24.37 FG: 24.33 EG: 24.13 FG: 24.02 EG: 23.68 FG: EG: 23.37 FG: EG: 23.35 FG: EG: 23.35 FG: EG: 23.32 FG: EG: FG: EG: FG: EG: FG: EG: 24.79 FG: 24.77 EG: 24.72 FG: 24.81 EG: 24.61 FG: 24.57 EG: 24.32 FG: 24.27 EG: 24.08 FG: 23.96 EG: 23.30 FG: EG: 23.25 FG: EG: 23.24 FG: EG: 23.30 FG: EG: 23.20 FG: EG:FG:EG:FG:EG:FG:EG: 24.88FG: 24.89EG: 24.72FG: 24.77EG: 24.55FG: 24.51EG: 24.22FG: 24.22EG: 24.01FG: 23.91EG: 23.28FG:EG: 23.17FG:EG: 23.11FG:EG: 23.22FG:EG: 23.62FG: EG: FG: EG: FG: EG: FG: EG: 25.11 FG: 25.10 EG: 24.73 FG: 24.76 EG: 24.55 FG: 24.51 EG: 24.24 FG: 24.21 EG: 24.01 FG: 23.89 EG: 23.14 FG: EG: 22.71 FG: EG: 23.14 FG: EG: 23.23 FG: EG: 23.59 FG: EG: FG: EG: FG: EG: FG: EG: 25.15 FG: 25.16 EG: 24.69 FG: 24.79 EG: 24.55 FG: 24.49 EG: 24.28 FG: 24.20 EG: 24.04 FG: 23.88 EG: 23.03 FG: EG: 22.59 FG: EG: 23.12 FG: EG: 23.38 FG: EG: 23.56 FG: EG:FG:EG:FG:EG:FG:EG: 25.08FG: 25.08EG: 24.81FG: 24.80EG: 24.55FG: 24.52EG: 24.20FG: 24.19EG: 23.94FG: 23.87EG: 23.15FG:EG: 22.73FG:EG: 22.78FG:EG: 23.27FG:EG: 23.50FG: EG: FG: EG: FG: EG: 24.69 FG: EG: 25.01 FG: 25.01 EG: 24.73 FG: 24.74 EG: 24.50 FG: 24.47 EG: 24.21 FG: 24.18 EG: 23.97 FG: 23.86 EG: 23.17 FG: EG: 22.69 FG: EG: 22.77 FG: EG: 23.01 FG: EG: 23.21 FG: EG: FG: EG: FG: EG: FG: EG: 24.94 FG: 24.97 EG: 24.68 FG: 24.72 EG: 24.50 FG: 24.47 EG: 24.21 FG: 24.17 EG: 24.03 FG: 23.85 EG: 23.21 FG: EG: 22.82 FG: EG: 22.78 FG: EG: 22.93 FG: EG: 23.09 FG: CL EL = 24.38'EL = 24.07'OFF = 25.00'REL = 24.77'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL EL = 24.33' EL = 24.02' OFF = 25.00'R EL = 24.73' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.23%SCH BSCH CCL EL = 24.27' EL = 23.96' OFF = 25.00'R EL = 24.66' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL EL = 24.22'EL = 23.91'OFF = 25.00'REL = 24.60'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.17%SCH BSCH CCL EL = 24.21' EL = 23.89' OFF = 25.00'R EL = 24.61' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.23%SCH BSCH CCL EL = 24.20' EL = 23.88' OFF = 25.00'R EL = 24.59' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL EL = 24.19'EL = 23.87'OFF = 25.00'REL = 24.62'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.32%SCH BSCH CCL EL = 24.18' EL = 23.86' OFF = 25.00'R EL = 24.57' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.19%SCH BSCH CCL EL = 24.17' EL = 23.85' OFF = 25.00'R EL = 24.57' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.22%SCH BSCH CSCH E SCH ESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.1953 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431353R-43135312/02/2024 TW A1-A-A7 SECTION @ 36+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 36+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 37+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 37+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 38+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 38+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 39+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 39+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 40+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG:FG:EG: 24.83FG: 24.84EG: 24.57FG: 24.62EG: 24.41FG: 24.37EG: 24.10FG: 24.10EG: 23.83FG: 23.85EG: 23.23FG:EG: 22.83FG:EG: 22.74FG:EG: 22.76FG:EG: 22.91FG: EG: FG: EG: FG: EG: FG: EG: 24.64 FG: 24.61 EG: 24.28 FG: 24.45 EG: 24.21 FG: 24.19 EG: 23.95 FG: 23.96 EG: 23.71 FG: 23.71 EG: 23.38 FG: 23.41 EG: 23.04 FG: 23.07 EG: 22.50 FG: EG: 22.64 FG: EG: 22.76 FG: EG: FG: EG: FG: EG: FG: EG: 24.36 FG: 24.42 EG: 24.15 FG: 24.41 EG: 24.18 FG: 24.12 EG: 23.91 FG: 23.82 EG: 23.66 FG: 23.57 EG: 23.30 FG: 23.32 EG: 22.99 FG: 23.08 EG: 22.85 FG: 23.05 EG: 22.74 FG: EG: 23.02 FG: EG:FG:EG:FG:EG:FG:EG: 24.41FG: 24.42EG: 24.13FG: 24.35EG: 24.10FG: 24.04EG: 23.85FG: 23.79EG: 23.66FG: 23.54EG: 23.28FG: 23.21EG: 23.09FG:EG: 22.78FG:EG: 23.03FG: 23.10EG: 23.15FG: 23.33 EG: FG: EG: FG: EG: FG: EG: 24.37 FG: 24.35 EG: 24.12 FG: 24.31 EG: 24.07 FG: 24.02 EG: 23.86 FG: 23.77 EG: 23.70 FG: 23.46 EG: 22.95 FG: EG: 22.66 FG: 22.62 EG: 22.58 FG: 22.40 EG: 22.77 FG: EG: 23.33 FG: 23.34 EG: FG: EG: FG: EG: FG: EG: 24.18 FG: 24.17 EG: 24.21 FG: 24.35 EG: 24.10 FG: 24.04 EG: 23.86 FG: 23.75 EG: 23.70 FG: 23.44 EG: 23.02 FG: EG: 22.70 FG: 22.69 EG: 22.89 FG: EG: 22.85 FG: EG: 23.15 FG: EG:FG:EG:FG:EG:FG:EG: 24.19FG: 24.17EG: 24.19FG: 24.31EG: 24.07FG: 24.00EG: 23.86FG: 23.72EG: 23.66FG: 23.41EG: 23.00FG:EG: 22.69FG:EG: 22.61FG:EG: 22.91FG:EG: 23.35FG: EG: FG: EG: FG: EG: FG: EG: 24.16 FG: 24.14 EG: 24.08 FG: 24.23 EG: 23.98 FG: 23.92 EG: 23.82 FG: 23.70 EG: 23.66 FG: 23.39 EG: 22.98 FG: EG: 22.57 FG: EG: 22.42 FG: EG: 22.57 FG: EG: 22.89 FG: EG: FG: EG: FG: EG: 23.90 FG: EG: 24.25 FG: 24.24 EG: 24.24 FG: 24.36 EG: 24.08 FG: 24.02 EG: 23.82 FG: 23.68 EG: 23.56 FG: 23.37 EG: 22.75 FG: EG: 22.31 FG: EG: 22.06 FG: EG: 22.34 FG: EG: 22.76 FG:REFER TO TAXIWAY A3 MILLAND OVERLAY PLANSREFER TO TAXIWAY A3 MILLAND OVERLAY PLANSCL EL = 24.10'EL = 23.77'OFF = 32.73'REL = 24.46'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%1.09%SCH BSCH CSCH ESCH E CL EL = 23.96' EL = 23.63' OFF = 33.00'R EL = 24.26' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%0.92%SCH BSCH C SCH E SCH E CL EL = 23.79'EL = 23.51'OFF = 28.91'REL = 24.12'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%0.98%SCH BSCH CSCH ESCH E CL EL = 23.77' EL = 23.46' OFF = 25.00'R EL = 24.09' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%0.98%SCH BSCH C SCH E SCH E CL EL = 23.75' EL = 23.44' OFF = 25.00'R EL = 24.14' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.17%SCH BSCH C SCH E SCH E CL EL = 23.72'EL = 23.41'OFF = 25.00'REL = 24.09'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.09%SCH BSCH CSCH ESCH E CL EL = 23.70' EL = 23.39' OFF = 25.00'R EL = 23.99' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%0.89%SCH BSCH C SCH E SCH E CL EL = 23.68' EL = 23.37' OFF = 25.00'R EL = 24.13' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.36%SCH BSCH C SCH E SCH E CL EL = 23.82' EL = 23.49' OFF = 33.00'R EL = 24.22' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%1.21%SCH BSCH C SCH E SCH ESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2054 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431354R-43135412/02/2024 TW A1-A-A7 SECTION @ 40+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 41+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 41+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 42+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 42+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 43+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 43+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 44+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 44+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG:FG:EG: 24.23FG: 24.23EG: 24.37FG: 24.42EG: 24.16FG: 24.10EG: 23.84FG: 23.68EG: 23.64FG: 23.37EG: 22.86FG:EG: 22.34FG:EG: 22.20FG:EG: 22.39FG:EG: 22.83FG: EG: FG: EG: FG: EG: FG: EG: 24.22 FG: 24.20 EG: 24.23 FG: 24.34 EG: 24.09 FG: 24.03 EG: 23.81 FG: 23.69 EG: 23.61 FG: 23.38 EG: 22.78 FG: EG: 22.42 FG: EG: 22.40 FG: EG: 22.46 FG: EG: 22.85 FG: EG: FG: EG: FG: EG: FG: EG: 24.17 FG: 24.14 EG: 24.22 FG: 24.30 EG: 24.05 FG: 24.01 EG: 23.81 FG: 23.69 EG: 23.56 FG: 23.38 EG: 22.83 FG: EG: 22.55 FG: EG: 22.56 FG: EG: 22.64 FG: EG: 22.99 FG: EG:FG:EG:FG:EG:FG:EG: 24.10FG: 24.09EG: 24.21FG: 24.28EG: 24.05FG: 24.00EG: 23.83FG: 23.70EG: 23.61FG: 23.39EG: 22.86FG:EG: 22.60FG:EG: 22.49FG:EG: 22.67FG:EG: 23.06FG: EG: FG: EG: FG: EG: FG: EG: 24.20 FG: 24.18 EG: 24.25 FG: 24.33 EG: 24.10 FG: 24.04 EG: 23.91 FG: 23.72 EG: 23.82 FG: 23.41 EG: 23.00 FG: EG: 22.53 FG: EG: 22.41 FG: EG: 22.60 FG: EG: 22.98 FG: EG: FG: EG: FG: EG: FG: EG: 24.25 FG: 24.22 EG: 24.30 FG: 24.38 EG: 24.14 FG: 24.09 EG: 23.99 FG: 23.79 EG: 23.78 FG: 23.48 EG: 23.11 FG: 23.10 EG: 22.52 FG: EG: 22.20 FG: EG: 22.59 FG: EG: 22.98 FG: EG:FG:EG:FG:EG:FG:EG: 24.25FG: 24.23EG: 24.37FG: 24.42EG: 24.18FG: 24.15EG: 24.08FG: 23.86EG: 23.91FG: 23.54EG: 23.17FG: 23.17EG: 22.51FG:EG: 22.24FG:EG: 22.50FG:EG: 22.98FG: EG: FG: EG: FG: EG: FG: EG: 24.41 FG: 24.41 EG: 24.29 FG: 24.41 EG: 24.20 FG: 24.15 EG: 24.10 FG: 23.85 EG: 23.97 FG: 23.54 EG: 22.97 FG: EG: 22.34 FG: EG: 22.22 FG: EG: 22.33 FG: EG: 22.70 FG: EG: FG: EG: FG: EG: FG: EG: 24.51 FG: 24.49 EG: 24.41 FG: 24.42 EG: 24.13 FG: 24.11 EG: 23.98 FG: 23.74 EG: 23.84 FG: 23.42 EG: 22.73 FG: EG: 21.90 FG: EG: 21.85 FG: EG: 21.97 FG: EG: 22.34 FG: CL EL = 23.68'EL = 23.37'OFF = 25.00'REL = 24.24'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.67%SCH BSCH CCL EL = 23.69' EL = 23.38' OFF = 25.00'R EL = 24.13' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.35%SCH BSCH CCL EL = 23.69' EL = 23.38' OFF = 25.00'R EL = 24.11' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.25%SCH BSCH CCL EL = 23.70'EL = 23.39'OFF = 25.00'REL = 24.10'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.20%SCH BSCH CCL EL = 23.72' EL = 23.41' OFF = 25.00'R EL = 24.14' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.27%SCH BSCH CCL EL = 23.79' EL = 23.48' OFF = 25.00'R EL = 24.19' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.20%SCH BSCH CCL EL = 23.86'EL = 23.54'OFF = 25.00'REL = 24.24'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.15%SCH BSCH CCL EL = 23.85' EL = 23.54' OFF = 25.00'R EL = 24.24' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL EL = 23.74' EL = 23.42' OFF = 25.00'R EL = 24.22' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.48%SCH BSCH CSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2155 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431355R-43135512/02/2024 TW A1-A-A7 SECTION @ 45+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 45+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 46+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 46+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 47+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 47+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 48+0017'18'19'20'21'22'23'24'25'26'17'18'19'20'21'22'23'24'25'26'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 48+5017'18'19'20'21'22'23'24'25'26'17'18'19'20'21'22'23'24'25'26'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 49+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG: 22.96FG:EG: 23.28FG: 23.30EG: 23.74FG: 23.76EG: 23.80FG: 23.87EG: 23.63FG: 23.52EG: 23.50FG: 23.17EG: 22.41FG:EG: 21.55FG:EG: 21.48FG:EG: 21.59FG:EG: 22.04FG: EG: FG: EG: FG: EG: FG: EG: 22.72 FG: 22.74 EG: 23.27 FG: 23.26 EG: 23.50 FG: 23.61 EG: 23.35 FG: 23.26 EG: 23.10 FG: 22.91 EG: 22.16 FG: EG: 20.85 FG: EG: 20.79 FG: EG: 21.12 FG: EG: 21.75 FG: EG: FG: EG: FG: EG: FG: EG: 22.52 FG: 22.53 EG: 22.98 FG: 22.97 EG: 23.20 FG: 23.31 EG: 23.06 FG: 23.01 EG: 22.83 FG: 22.71 EG: 22.01 FG: EG: 21.23 FG: EG: 20.03 FG: EG: 20.74 FG: EG: 21.63 FG: EG:FG:EG:FG:EG:FG:EG: 22.26FG: 22.26EG: 22.63FG: 22.62EG: 22.93FG: 23.00EG: 22.83FG: 22.75EG: 22.67FG: 22.50EG: 21.89FG:EG: 21.07FG: 20.93EG: 19.96FG: 19.68EG: 20.43FG:EG: 21.41FG: EG: FG: EG: FG: EG: FG: EG: 22.12 FG: 22.16 EG: 22.50 FG: 22.48 EG: 22.79 FG: 22.80 EG: 22.69 FG: 22.55 EG: 22.56 FG: 22.30 EG: 21.63 FG: 21.62 EG: 20.47 FG: 20.45 EG: 19.89 FG: 19.10 EG: 20.28 FG: EG: 21.25 FG: EG: FG: EG: FG: EG: FG: EG: 21.97 FG: 22.00 EG: 22.40 FG: 22.40 EG: 22.69 FG: 22.74 EG: 22.60 FG: 22.43 EG: 22.30 FG: 22.11 EG: 21.44 FG: EG: 20.51 FG: EG: 20.16 FG: 19.73 EG: 20.58 FG: EG: 21.24 FG: EG:FG:EG:FG:EG:FG:EG: 21.91FG: 21.93EG: 22.31FG: 22.31EG: 22.64FG: 22.62EG: 22.39FG: 22.30EG: 22.00FG: 21.99EG: 21.30FG:EG: 20.77FG:EG: 20.04FG:EG: 20.45FG:EG: 21.19FG: EG: FG: EG: FG: EG: 22.08 FG: EG: 22.03 FG: EG: 22.50 FG: 22.48 EG: 22.46 FG: 22.53 EG: 22.22 FG: 22.19 EG: 21.86 FG: 21.94 EG: 21.27 FG: 21.32 EG: 20.60 FG: EG: 20.00 FG: EG: 20.25 FG: EG: 20.91 FG: EG: FG: EG: FG: EG: FG: EG: FG: EG: 22.66 FG: 22.65 EG: 22.48 FG: 22.53 EG: 22.24 FG: 22.21 EG: 21.96 FG: 21.96 EG: 21.64 FG: 21.65 EG: 21.22 FG: EG: 20.91 FG: EG: 20.97 FG: EG: 21.30 FG:REFER TO TAXIWAY A2 MILLAND OVERLAY PLANSCL EL = 23.52'EL = 23.87'OFF = 25.00'LEL = 23.17'OFF = 25.00'REL = 23.82'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.40%-0.53%SCH BSCH CCL EL = 23.26' EL = 23.61' OFF = 25.00'L EL = 22.91' OFF = 25.00'R EL = 23.48' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.40%-1.67%SCH BSCH CCL EL = 23.01' EL = 23.31' OFF = 25.00'L EL = 22.71' OFF = 25.00'R EL = 23.17' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.20%-1.68%SCH BSCH CCL EL = 22.75'EL = 23.00'OFF = 25.00'LEL = 22.50'OFF = 25.00'REL = 22.85'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%-1.96%SCH BSCH CCL EL = 22.55' EL = 22.80' OFF = 25.00'L EL = 22.30' OFF = 25.35'R EL = 22.70' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%-1.29%SCH BSCH CCL EL = 22.43' EL = 22.74' OFF = 25.00'L EL = 22.05' OFF = 30.53'R EL = 22.59' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.82%SCH BSCH CCL EL = 22.30'EL = 22.62'OFF = 25.00'LEL = 21.86'OFF = 35.72'REL = 22.56'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLCL EL = 22.30'EL = 22.62'OFF = 25.00'LEL = 21.86'OFF = 35.72'REL = 22.56'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-0.70%-1.25%-0.70%SCH ASCH BSCH CCL EL = 22.19' EL = 21.78' OFF = 40.90'R EL = 22.63' OFF = 33.00'L -1.00%1.36%SCH ASCH B SCH C CL EL = 22.21' EL = 21.88' OFF = 33.00'R EL = 22.63' OFF = 33.00'L -1.00%1.25%SCH ASCH B SCH CSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2256 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431356R-43135612/02/2024 TW A1-A-A7 SECTION @ 49+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 50+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 50+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 51+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 51+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 52+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 52+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 53+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 53+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG:FG:EG:FG:EG:FG:EG:FG:EG: 22.77FG: 22.76EG: 22.62FG: 22.69EG: 22.41FG: 22.37EG: 22.15FG: 22.12EG: 21.84FG: 21.90EG: 21.55FG: 21.75EG: 21.55FG: 21.76EG: 21.84FG: 21.90EG: 22.16FG: 22.16 EG: FG: EG: FG: EG: FG: EG: 22.77 FG: EG: 22.91 FG: 22.91 EG: 22.87 FG: 22.83 EG: 22.57 FG: 22.53 EG: 22.31 FG: 22.28 EG: 22.06 FG: 22.03 EG: 21.74 FG: 21.71 EG: 21.60 FG: 21.32 EG: 21.49 FG: EG: 21.57 FG: EG: FG: EG: FG: EG: FG: EG: 22.73 FG: EG: 23.04 FG: 23.04 EG: 22.99 FG: 22.97 EG: 22.73 FG: 22.69 EG: 22.47 FG: 22.44 EG: 22.17 FG: 22.18 EG: 21.81 FG: 21.83 EG: 21.17 FG: EG: 20.74 FG: EG: 20.78 FG: EG:FG:EG:FG:EG:FG:EG: 22.70FG:EG: 23.22FG: 23.20EG: 23.11FG: 23.10EG: 22.90FG: 22.86EG: 22.64FG: 22.61EG: 22.27FG: 22.32EG: 21.88FG: 21.91EG: 21.01FG: 21.03EG: 20.43FG:EG: 20.81FG: EG: FG: EG: FG: EG: FG: EG: 22.82 FG: EG: 23.35 FG: 23.34 EG: 23.32 FG: 23.27 EG: 23.08 FG: 23.02 EG: 22.81 FG: 22.77 EG: 22.38 FG: 22.47 EG: 21.90 FG: 21.99 EG: 21.01 FG: 21.05 EG: 20.47 FG: EG: 20.91 FG: EG: FG: EG: FG: EG: FG: EG: 22.96 FG: EG: 23.56 FG: 23.54 EG: 23.50 FG: 23.42 EG: 23.27 FG: 23.15 EG: 23.03 FG: 22.90 EG: 22.66 FG: 22.61 EG: 22.16 FG: 22.22 EG: 21.11 FG: 21.36 EG: 20.68 FG: EG: 21.04 FG: EG:FG:EG:FG:EG:FG:EG: 23.08FG:EG: 23.71FG: 23.68EG: 23.62FG: 23.56EG: 23.42FG: 23.27EG: 23.20FG: 22.99EG: 22.69FG: 22.62EG: 22.22FG:EG: 21.50FG: 21.46EG: 21.22FG: 20.68EG: 21.35FG: EG: FG: EG: FG: EG: FG: EG: 23.04 FG: EG: 23.71 FG: 23.75 EG: 23.75 FG: 23.70 EG: 23.54 FG: 23.38 EG: 23.34 FG: 23.07 EG: 22.70 FG: EG: 22.21 FG: EG: 21.37 FG: 21.11 EG: 21.23 FG: EG: 21.39 FG: EG: FG: EG: 22.26 FG: EG: 22.21 FG: EG: 22.25 FG: 22.27 EG: 23.39 FG: 23.38 EG: 23.75 FG: 23.79 EG: 23.57 FG: 23.50 EG: 23.37 FG: 23.18 EG: 22.75 FG: EG: 22.30 FG: EG: 21.53 FG: EG: 21.41 FG: EG: 21.56 FG: CL EL = 22.69'EL = 22.69' OFF = 0.00' EL = 22.36' OFF = 33.00'R EL = 23.05' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.07' OFF = 60.00'R EL = 21.64' OFF = 86.99'R-1.00%1.09%-1.08%-1.60%SCH BSCH C CL EL = 22.86'EL = 22.86'OFF = 0.00'EL = 22.53'OFF = 33.00'REL = 23.18'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.21'OFF = 60.00'REL = 21.68'OFF = 86.90'R-1.00%0.97%-1.18%-1.95%SCH BSCH C CL EL = 23.02'EL = 23.02' OFF = 0.00' EL = 22.69' OFF = 33.00'R EL = 23.35' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.34' OFF = 60.00'R EL = 21.71' OFF = 86.95'R-1.00%1.01%-1.29%-2.35%SCH BSCH C CL EL = 23.15' EL = 22.82' OFF = 33.00'R EL = 23.50' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.48' OFF = 60.00'R EL = 22.01' OFF = 87.18'R-1.00%1.06%-1.27%-1.75%SCH BSCH C CL EL = 23.27'EL = 22.99'OFF = 25.00'REL = 23.65'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.12%1.17%SCH BSCH C CL EL = 23.38' EL = 23.07' OFF = 25.00'R EL = 23.80' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.27%SCH BSCH C CL EL = 23.50' EL = 23.79' OFF = 25.00'L EL = 23.81' OFF = 26.32'L EL = 23.37' OFF = 50.35'L -1.25%1.19%-1.84%SCH B SCH C REFER TO TAXIWAY A2 MILLAND OVERLAY PLANSCL EL = 22.37'EL = 22.04'OFF = 33.00'REL = 22.79'OFF = 33.00'L-1.00%1.25%SCH ASCH BSCH C REFER TO TAXIWAY A2 MILLAND OVERLAY PLANSCL EL = 22.53'EL = 22.53' OFF = 0.00' EL = 22.20' OFF = 33.00'R EL = 22.92' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%1.18%SCH ASCH B SCH CSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2357 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431357R-43135712/02/2024 TW A1-A-A7 SECTION @ 54+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 54+5019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 55+0017'18'19'20'21'22'23'24'25'26'17'18'19'20'21'22'23'24'25'26'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 55+5017'18'19'20'21'22'23'24'25'26'17'18'19'20'21'22'23'24'25'26'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 56+0019'20'21'22'23'24'25'26'27'28'19'20'21'22'23'24'25'26'27'28'OFFSETELEVATIONS150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R137.5'R150'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R 225'L 212.5'L 200'L 187.5'L 175'L 162.5'L 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 175'L???'???150'L137.5'L125'L112.5'L100'L87.5'L75'L62.5'L50'L37.5'L25'L12.5'L0'12.5'R25'R37.5'R50'R62.5'R75'R87.5'R100'R112.5'R125'R 150'L 137.5'L 125'L 112.5'L 100'L 87.5'L 75'L 62.5'L 50'L 37.5'L 25'L 12.5'L 0' 12.5'R 25'R 37.5'R 50'R 62.5'R 75'R 87.5'R 100'R 112.5'R 125'R 137.5'R 150'R EG: 22.41FG:EG: 22.31FG:EG: 22.27FG:EG: 22.81FG: 22.86EG: 23.72FG: 23.38EG: 23.89FG: 23.79EG: 23.70FG: 23.48EG: 23.50FG: 23.16EG: 22.91FG: 22.80EG: 22.38FG:EG: 21.81FG:EG: 21.59FG:EG: 21.63FG: EG: 25.51 FG: EG: 24.15 FG: EG: 22.79 FG: EG: 22.92 FG: 22.85 EG: 23.96 FG: 23.23 EG: 24.02 FG: 23.62 EG: 23.81 FG: 23.31 EG: 23.64 FG: 23.00 EG: 23.15 FG: 22.65 EG: 22.54 FG: 22.28 EG: 21.96 FG: 21.87 EG: 21.78 FG: EG: 21.72 FG: EG: FG: EG: FG: EG: 20.86 FG: 20.87 EG: 20.84 FG: 20.98 EG: 21.32 FG: 21.49 EG: 22.15 FG: 21.98 EG: 23.02 FG: 22.46 EG: 23.93 FG: 22.95 EG: 24.03 FG: 23.45 EG: 23.88 FG: 23.14 EG: 23.72 FG: 22.83 EG: 23.24 FG: 22.48 EG: 22.55 FG: 22.14 EG:FG:EG:FG:EG: 21.42FG: 21.35EG: 22.58FG: 22.00EG: 23.20FG: 22.15EG: 23.80FG: 22.57EG: 23.87FG: 22.93EG: 23.70FG: 23.01EG: 23.56FG: 22.69EG: 23.15FG: 22.36EG: 22.54FG: 22.25EG: 22.35FG:EG: 22.03FG: EG: FG: EG: FG: EG: 22.89 FG: EG: 23.13 FG: 22.89 EG: 23.37 FG: 22.89 EG: 23.52 FG: 22.94 EG: 23.45 FG: 23.10 EG: 23.29 FG: 22.95 EG: 23.04 FG: 22.80 EG: 22.77 FG: 22.74 EG: 22.52 FG: EG: 22.17 FG: EG: 21.99 FG: CL EL = 23.48'EL = 23.79'OFF = 25.00'LEL = 23.79'OFF = 25.00'LEL = 23.09'OFF = 30.87'REL = 23.09'OFF = 67.70'L-1.25%-1.63%SCH BSCH C CL EL = 23.31' EL = 23.62' OFF = 25.00'L EL = 23.62' OFF = 25.00'L EL = 22.87' OFF = 35.18'R EL = 22.64' OFF = 89.69'L -1.25%-1.51%CL EL = 23.14' EL = 23.45' OFF = 25.00'L EL = 23.45' OFF = 25.00'L EL = 22.65' OFF = 39.42'R EL = 20.61' OFF = 165.60'L EL = 21.15' OFF = 187.88'L -1.25%-2.02%2.44%CL EL = 23.01'EL = 23.12'OFF = 9.27'LEL = 22.50'OFF = 40.78'REL = 22.93'OFF = 25.00'LEL = 22.14'OFF = 75.46'LEL = 21.96'OFF = 105.49'LEL = 21.58'OFF = 117.35'LEL = 21.02'OFF = 135.30'L-1.25%-1.25%-1.56%-0.60%-3.19%-3.13% CL EL = 23.10' EL = 22.80' OFF = 49.90'R EL = 22.89' OFF = 32.41'L EL = 22.89' OFF = 54.65'L EL = 22.86' OFF = 97.94'L -0.61%-0.66%0.01%-0.07%SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A & A7 GRADING SECTIONSC2.2458 OF 1141.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY ANDGRADING PLANS.2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCEWITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS.LEGENDASPHALT SURFACE COURSEASPHALT BASE COURSEGENERAL NOTESLEGEND CONT.CRUSHED AGGREGATE BASE COURSER-431358R-43135812/02/2024 AHEADLANEONEAHEADLANEONE AHEADLANEONETW A5STA: 6+34.49OFF: 150.17' RTW A5STA: 5+83.92OFF: 110.32' RR37'R 3 7 'TW A5STA: 3+40.88OFF: 19.62' RTW A5STA: 3+19.78OFF: 36.74' RTW A5STA: 3+23.79OFF: 32.85' RTW A5STA: 3+24.14OFF: 19.92' LTW A5STA: 2+66.58OFF: 19.90' LTW A5STA: 4+30.58OFF: 43.53' LTW A5STA: 4+26.31OFF: 57.71' LTW A5STA: 3+11.32OFF: 63.31' RR47 'R50'TW A4STA: 4+59.48OFF: 0.00'TW A4STA: 4+96.48OFF: 36.99' RTW A4STA: 4+96.46OFF: 37.01' LTW A4STA: 4+96.51OFF: 236.99' RTW A4STA: 4+96.43OFF: 237.01' LTW A4STA: 4+07.22OFF: 0.00'TW A4STA: 4+00.82OFF: 76.30' LTW A4STA: 3+91.98OFF: 47.90' LTW A4STA: 3+55.79OFF: 21.20' LTW A4STA: 4+00.85OFF: 77.71' RTW A4STA: 3+94.70OFF: 57.69' RTW A4STA: 3+44.76OFF: 20.95' RTW A4STA: 2+80.46OFF: 21.24' RTW A4STA: 2+79.68OFF: 21.01' LTW A4STA: 2+34.29OFF: 49.79' LTW A4STA: 2+32.02OFF: 50.66' RTW A4STA: 2+39.18OFF: 320.59' RR37'R 3 7 '21'10'21'R50'STA: 23+09.23OFF: 88.50' LSTA: 23+52.39OFF: 79.45' LSTA: 23+65.31OFF: 77.75' LSTA: 26+64.94OFF: 77.75' LSTA: 26+77.87OFF: 79.45' LSTA: 27+02.67OFF: 86.09' LSTA: 27+21.03OFF: 88.50' LR50'20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+007+26 0+001+002 + 0 0 3 + 0 0 4+ 0 05+006+007+00 6+01 0+00 1+002+00 3+004+005+006+00 R71'STA: 28+24.26OFF: 25.00' RR 3 8 'R52'R50'STA: 29+57.90OFF: 25.00' RSTA: 26+00.09OFF: 25.00' RSTA: 24+28.10OFF: 25.00' RR 2 5 'R105'R20'R715'TW A5STA: 3+12.95OFF: 0.00'TW A5STA: 2+20.71OFF: 0.00'STA: 24+55.08OFF: 0.00'STA: 25+89.26OFF: 0.00'TW A4STA: 2+37.00OFF: 0.00'R 5 5 'STA: 28+51.29OFF: 0.00'STA: 29+25.29OFF: 0.00'RUNWAY HOLD POSITIONMARKING, TYP.C3.43RUNWAY HOLD POSITIONMARKING, TYP.C3.43TW A5STA: 4+10.65OFF: 18.03' LR425'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\22_C3.0 PAVEMENT MARKING PLAN.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.2DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 1 OF 3C3.159 OF 114RUNWAY 16-34TAXIWAY A5TAXIWAY ATAXIWAY A4LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGDRIVE LANE STRIPING W/ SPEEDLIMIT & ONE LANE DELINEATORSBID SCHEDULE DIVIDING LINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOT AWARDED,DESIGN STRIPING LAYOUT SHALL BE TRANSITIONED IN THE FIELDTO MATCH INTO EXISTING STRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAY A1-A-A7ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVING SHALLRECEIVE BOTH AN INITIAL COAT AND A PERMANENT COAT OFSTRIPING PER P-620.4.AREAS TO BE STRIPED OUTSIDE THE LIMITS OF PAVING SHALLRECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESSOF THE PAVING LIMITS.2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPINGSHALL DEPEND ON THE LIMITS OF PAVING AWARDED FORTHE PROJECT. SEE GENERAL NOTES 3 AND 4.3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BIDSCHEDULE SCOPE TO THE RIGHT.BID SCHEDULE SCOPEBID SCHEDULE A:TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID ANDDASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARYSTRIPING; SEAPLANE PARKING STRIPING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE ASTRIPING WITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:ADDITIONAL INITIAL COAT FOR BID SCHEDULE B STRIPING WITHIN BIDSCHEDULE C PAVING LIMITSBID SCHEDULE E:BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPINGAHEADLANEONEMPH15 200' 25' 50'ATCTBOEING FUEL5-45 PARCELPSE 622 PARCELBUILDINGTAXIWAY LEAD-INLINE, TYP. SEE DETAILC3.46B/CA/BA/BB/CA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGSERVICE ROAD STRIPING@ PAVING LIMITS, TYP.NON-MOVEMENTBOUNDARY LINEC3.42SOLID TAXIWAYEDGE STRIPEC3.44DRIVE LANE STRIPINGC3.58ONE LANE AHEADMARKING, TYP.C3.510DASHED TAXIWAYEDGE STRIPEC3.45TAXIWAY CENTERLINESTRIPE, TYP.C3.41AIRPORT-CITY 600PARCEL HANGARSB/CA/BMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSONE LANE AHEADMARKING, TYP.C3.510COORDINATE EXACT LIMITS OFRE-STRIPING OF SERVICE ROADIN THE FIELD WITH THE RPRCONTINUE RE-STRIPING OF LEAD INALL THE WAY TO END OF TANGENT.TAPER NON-MOVEMENT BOUNDARY STATION22+00 TO 22+30 TO MATCH EXISTINGTAPER CENTERLINE AND SOLIDEDGE STRIPE @ STATION 22+50 TOMATCH EXISTING @ PAVING LIMITSTAPER DASHED EDGE STRIPING @STATION 22+50 TO MATCH EXISTING@ NEAREST DASH TO REMAINNW SEAPLANES 608 PARCELMAINTENANCE BULDINGPRO-FLIGHT 750PARCEL APRONR-43135912/02/2024 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH15 MPH15MPH 15R47'R50'R43'R22'R32 5 'TW-A3STA: 3+43.43OFF: 18.64' RTW-A3STA: 3+19.79OFF: 73.12' LTW-A3STA: 4+19.71OFF: 64.65' RTW-A3STA: 2+24.12OFF: 25.36' RTW-A3STA: 6+33.95OFF: 149.67' LTW-A3STA: 5+00.34OFF: 61.65' LTW-A3STA: 3+64.94OFF: 20.32' LR1200'21'STA: 44+02.88OFF: 88.50' L33+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00R221'TW-A3STA: 3+26.12OFF: 18.91' RTW-A3STA: 3+12.01OFF: 0.00'TW-A3STA: 2+20.71OFF: 0.00'STA: 37+20.03OFF: 0.00'7+261+002+003+004+005+006+007+00STA: 35+85.85OFF: 0.00'R7 1 5 'STA: 40+00.00STA: 37+56.73OFF: 25.00' RSTA: 35+80.46OFF: 25.00' RRUNWAY HOLD POSITIONMARKING, TYP.C3.43TW-A3STA: 4+07.72OFF: 17.59' RSTA: 34+75.00SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\22_C3.0 PAVEMENT MARKING PLAN.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.1 MATCHLINE, SEE SHEET C3.3DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 2 OF 3C3.260 OF 114RUNWAY 16-34TAXIWAY ATAXIWAY A3BOEING C RAMP770 PARCELLEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGDRIVE LANE STRIPING W/ SPEEDLIMIT & ONE LANE DELINEATORSBID SCHEDULE DIVIDING LINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOT AWARDED,DESIGN STRIPING LAYOUT SHALL BE TRANSITIONED IN THE FIELDTO MATCH INTO EXISTING STRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAY A1-A-A7ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVING SHALLRECEIVE BOTH AN INITIAL COAT AND A PERMANENT COAT OFSTRIPING PER P-620.4.AREAS TO BE STRIPED OUTSIDE THE LIMITS OF PAVING SHALLRECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESSOF THE PAVING LIMITS.2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPINGSHALL DEPEND ON THE LIMITS OF PAVING AWARDED FORTHE PROJECT. SEE GENERAL NOTES 3 AND 4.3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BIDSCHEDULE SCOPE TO THE RIGHT.BID SCHEDULE SCOPEBID SCHEDULE A:TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID ANDDASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARYSTRIPING; SEAPLANE PARKING STRIPING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE ASTRIPING WITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:ADDITIONAL INITIAL COAT FOR BID SCHEDULE B STRIPING WITHIN BIDSCHEDULE C PAVING LIMITSBID SCHEDULE E:BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPINGAHEADLANEONEMPH15 25' 50'RAINIER FLIGHT 800/820PARCEL APRONRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC3.41EXTEND 6" YELLOW BOEING LEAD IN STRIPINGTO SCHEDULE C PAVING LIMITS, TYP. PAIDFOR UNDER BID SCHEDULE E.A/BB/CA/BB/CB/CMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSA/BB/CNON-MOVEMENTBOUNDARY LINEC3.42DASHED TAXIWAYEDGE STRIPEC3.45SOLID TAXIWAYEDGE STRIPEC3.44DRIVE LANE STRIPINGC3.58SPEED LIMITMARKING, TYP.C3.59TAXIWAY CENTERLINESTRIPE, TYP.C3.41B/CA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONBOEING RESTRICTION LINE. PAIDFOR UNDER BID SCHEDULE EC3.57SPEED LIMITMARKING, TYP.C3.59PRO-FLIGHT 750PARCEL APRONR-43136012/02/2024 MPH15MPH15STA: 46+96.65OFF: 25.00' RTW-A2STA: 4+00.54OFF: 68.25' RTW-A2STA: 3+63.67OFF: 37.98' RTW-A2STA: 3+00.85OFF: 42.50' RTW-A2STA: 2+90.64OFF: 42.84' RTW-A2STA: 4+00.52OFF: 75.95' LTW-A2STA: 3+58.03OFF: 39.01' LTW-A2STA: 3+00.83OFF: 40.77' LTW-A2STA: 2+86.97OFF: 56.08' LSTA: 53+19.52OFF: 25.00' RSTA: 55+11.86OFF: 40.37' RSTA: 55+20.54OFF: 40.81' RSTA: 55+23.61OFF: 25.00' LSTA: 55+39.62OFF: 40.88' RSTA: 56+16.68OFF: 59.84' RSTA: 56+30.97OFF: 73.04' RSTA: 56+29.98OFF: 41.94' LSTA: 55+68.04OFF: 97.09' LSTA: 55+21.64OFF: 25.00' L20'STA: 44+60.01OFF: 80.99' LSTA: 45+12.43OFF: 74.00' LSTA: 53+30.86OFF: 72.50' LSTA: 53+30.86OFF: 53.00' L58+31 45+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+00 57+0058+00 0+001+002+003+004+005+006+006+01 STA: 54+92.16OFF: 152.03' LSTA: 54+72.86OFF: 111.83' LSTA: 48+64.15OFF: 42.37' RR16'R 5 2 'R35'R4 2 'R55'STA: 55+31.49OFF: 49.58' LR1 4 0 'STA: 52+16.62OFF: 25.00' RSTA: 52+12.08OFF: 33.18' RSTA: 52+12.08OFF: 87.12' RSTA: 51+70.21OFF: 58.19' RTW-A2STA: 2+37.00OFF: 0.00'STA: 49+16.51OFF: 0.00'STA: 49+90.51OFF: 0.00'STA: 56+29.97OFF: 100.60' LSTA: 48+86.56OFF: 72.50' LSTA: 48+46.31OFF: 74.00' LR 3 7 'R37'21'RUNWAY HOLD POSITIONMARKING, TYP.C3.43RUNWAY HOLD POSITIONMARKING, TYP.C3.43STA: 55+53.08OFF: 25.00' LSTA: 55+21.56OFF: 50.00' LSTA: 55+56.33OFF: 73.08' LR 7 5 'R200'SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\22_C3.0 PAVEMENT MARKING PLAN.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RMBX KEYPLANLUA24-000208C24003681 TED-40-4313 0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.2 DECEMBER 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 3 OF 3C3.361 OF 114RUNWAY 16-34TAXIWAY ATAXIWAY A2 TAXIWAY A1LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGDRIVE LANE STRIPING W/ SPEEDLIMIT & ONE LANE DELINEATORSBID SCHEDULE DIVIDING LINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOT AWARDED,DESIGN STRIPING LAYOUT SHALL BE TRANSITIONED IN THE FIELDTO MATCH INTO EXISTING STRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAY A1-A-A7ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVING SHALLRECEIVE BOTH AN INITIAL COAT AND A PERMANENT COAT OFSTRIPING PER P-620.4.AREAS TO BE STRIPED OUTSIDE THE LIMITS OF PAVING SHALLRECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESSOF THE PAVING LIMITS.2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPINGSHALL DEPEND ON THE LIMITS OF PAVING AWARDED FORTHE PROJECT. SEE GENERAL NOTES 3 AND 4.3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BIDSCHEDULE SCOPE TO THE RIGHT.BID SCHEDULE SCOPEBID SCHEDULE A:TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID ANDDASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARYSTRIPING; SEAPLANE PARKING STRIPING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE ASTRIPING WITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:ADDITIONAL INITIAL COAT FOR BID SCHEDULE B STRIPING WITHIN BIDSCHEDULE C PAVING LIMITSBID SCHEDULE E:BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPINGAHEADLANEONEMPH15 LAKEWASHINGTON200' 25' 50'BHC 850PARCELHANGARHANGAR NW SEAPLANES860 PARCELRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC3.41B/CB/CB/CA/BA/BB/CA/BA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSSEAPLANEPARKING AREAC3.512C3.41GPS MARKERC3.511NON-MOVEMENTBOUNDARY LINEC3.42DASHED TAXIWAYEDGE STRIPEC3.45SOLID TAXIWAYEDGE STRIPEC3.44DRIVE LANE STRIPINGC3.58SPEED LIMITMARKING, TYP.C3.59TAXIWAY CENTERLINESTRIPE, TYP.C3.41TAXIWAY SHOULDERMARKING, SEE DETAILC3.613BEFA 840/846PARCEL APRONA/BB/CR-43136112/02/2024 TAXIWAY CENTERLINEMARKING, SEE DETAILTAXIWAY EDGE MARKING,WHERE APPLICABLE SEE DETAILDOUBLE DASHEDYELLOW STRIPETW CENTERLINE STRIPE LOCATION PERPLAN, TYP. BOTH SIDESC3.41C3.44CENTER DASHED STRIPEON TAXIWAY CENTERLINEDOUBLE SOLIDYELLOW STRIPE36" TYP.36" TYP.6" 6" 6" 6" 6"6"-12"6"VARIES 35' TO 50' NOMINAL3'6" 6" TO PARALLEL TAXIWAYTO RUNWAY 6"6"6"6"6"36" TYP.36" TYP.TW CENTERLINE 50' TYP. MEASURED TO OUTEREDGE OF SOLID STRIPESTRIPE LOCATION PERPLAN, TYP. BOTH ENDSSOLID YELLOW STRIPEDASHED YELLOW STRIPEBLACK BACKGROUND,SEE GENERAL NOTE 1TW CENTERLINEDOUBLE YELLOW STRIPEBLACK BACKGROUND,SEE GENERAL NOTE 16"6"6"VARIES, CONTROL PROVIDEDFOR THE OUTER EDGE OFOUTER YELLOW STRIPE6"6"1.BLACK BORDERS/BACKGROUNDS ARE REQUIRED AS SHOWN ON THEAPPLICABLE DETAILS FOR ALL PERMANENT STRIPING INSTALLED OUTSIDENEW HMA PAVEMENT PLACED AS PART OF THIS CONTRACT. THIS INCLUDESEXISTING PAVEMENT MARKINGS THAT ARE TO BE RE-STRIPED IN THEIREXISTING LOCATION. IF EXISTING PAVEMENT MARKINGS DO NOT HAVE ABLACK BORDER, A NEW BLACK BORDER SHALL BE ADDED.2.GLASS BEADS SHALL BE APPLIED ONLY TO PERMANENT MARKINGS ASINDICATED IN SPECIFICATION P-620.3.DO NOT APPLY GLASS BEADS TO BLACK PAINT.GENERAL NOTES:RW CENTERLINERUNWAY CENTERLINESTRIPE200'36" NEAR EDGE TO NEAR EDGE C3.71BLACK BACKGROUND,SEE GENERAL NOTE 1TAXIWAY CENTERLINESTRIPE, SEE DETAILCURVE POINT OF TANGENCYBLACK BACKGROUND,SEE GENERAL NOTE 1TW CENTERLINE6"6"6"YELLOW TAXIWAY CENTERLINE MARKING,CONTROL (WHERE PROVIDED) REFERENCESTHE CENTER OF STRIPETW CENTERLINEBLACK BACKGROUND,SEE GENERAL NOTE 1VARIES, CONTROL PROVIDEDFOR THE OUTER EDGE OFOUTER YELLOW STRIPE15' DASH C3.4425' GAP DASHED EDGE STRIPE,FOR WIDTHS, SEE DETAILSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\23_C3.6 PAVEMENT MARKING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 1 OF 3C3.462 OF 114C3.43SCALE=NTSRUNWAY HOLD POSITIONC3.42SCALE=NTSNON-MOVEMENT BOUNDARYC3.44SCALE=NTSTAXIWAY EDGEC3.46SCALE=NTSTAXIWAY CL LEAD-INC3.41SCALE=NTSTAXIWAY CENTERLINEC3.45SCALE=NTSDASHED TAXIWAY EDGER-43136212/02/2024 1.BLACK BORDERS/BACKGROUNDS ARE REQUIRED AS SHOWN ON THEAPPLICABLE DETAILS FOR ALL PERMANENT STRIPING INSTALLED OUTSIDENEW HMA PAVEMENT PLACED AS PART OF THIS CONTRACT. THIS INCLUDESEXISTING PAVEMENT MARKINGS THAT ARE TO BE RE-STRIPED IN THEIREXISTING LOCATION. IF EXISTING PAVEMENT MARKINGS DO NOT HAVE ABLACK BORDER, A NEW BLACK BORDER SHALL BE ADDED.2.GLASS BEADS SHALL BE APPLIED ONLY TO PERMANENT MARKINGS ASINDICATED IN SPECIFICATION P-620.3.DO NOT APPLY GLASS BEADS TO BLACK PAINT.GENERAL NOTES:6" DIAMETER YELLOWDOT OVER ASPHALT CAP6" WIDE YELLOWPAINT STRIPER=5'DIMENSION MEASUREDTO CENTER OF STRIPE12"6"6"ATCT CLEARANCE REQUIRED12"12"RED MARKING, CONTROL ISBASED ON LOCATION OFNON-MOVEMENT STRIPINGBLACK BORDER, SEEGENERAL NOTE 124"NON-MOVEMENTBOUNDARY STRIPINGWHITE INSCRIPTION LOCATED INTHE FIELD PER RPR DIRECTIONAPPROXIMATELY EVERY 175 FEETC3.429"6"25'5 EQ. SPACES @ 10.5'4-INCH WHITESTRIPECONTROL POINT,SEE PLANCONTROL POINT,SEE PLANMPH155.50'ALIGN TEXT WITH ENDOF CENTERLINE DASH& CENTER IN LANE2'4' TYP.2.5'TYPICAL DRIVE LANESTRIPING, SEE DETAILC3.58WHITE TEXT, TYP.9.5'AHEADLANEONEALIGN TEXT WITH END OFLAST CENTERLINE DASH& CENTER IN LANE2'2'7.5'5.5'4' TYP.TYPICAL DRIVE LANESTRIPING, SEE DETAILC3.58WHITE TEXT, TYP.6" WHITE DASHED DRIVE LANECENTERLINE, WHERE SHOWN IN PLANS15' TYPICAL DASH25' TYPICAL GAP6" SOLID WHITE DRIVELANE EDGE, TYP.WIDTH, W,VARIES PER PLANW/2 W/2SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\23_C3.6 PAVEMENT MARKING DETAILS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 2 OF 3C3.563 OF 114C3.511SCALE=NTSGPS MARKERC3.57SCALE=NTSBOEING RESTRICTION LINEC3.512SCALE=NTSSEAPLANE PARKING AREAC3.59SCALE=NTSSPEED LIMIT MARKINGC3.510SCALE=NTSONE LANE AHEAD MARKINGC3.58SCALE=NTSTYPICAL DRIVE LANE STRIPINGR-43136312/02/2024 TAXIWAY EDGE STRIPINGREFERENCE PIONTTAXIWAY A1RUNWAY 16-3425' TYP. SEE NOTE 1 NOTE:1.LENGTH AND ALIGNMENT OF SHOULDERSTRIPING SHALL BE BASED ON OUTEREDGE OF TAXIWAY EDGE STRIPING2 EQ. SPACES @ 25'LAKEWASHINGTON4 EQ. SPACES @ 25'3-FOOT WIDE YELLOWSHOULDER STRIPEPROPOSED PAVING LIMITSSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE: CENTURY WESTE N G I N E E R I N GPUGET SOUND OFFICE22232 17TH AVENUE SESUITE #206PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:RENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATIONAND ASSOCIATED IMPROVEMENTS - PHASE 1C:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\24_C3.8 ENLARGED MARKING PLANS.dwg 425.286.6602 OFFICE BOTHELL, WA 98021RLUA24-000208C24003681 TED-40-4313 DECEMBER 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 3 OF 3C3.664 OF 114C3.613SCALE=NTSTAXIWAY A1 ENLARGED SHOULDER PLANR-43136412/02/2024 AHEADLANEONEAHEADLANEONE AHEADLANEONERUNWAY 16-34TAXIWAY A4T A X IW A Y A 5 TAXIWAY A2525252524 23 2625252PAVEMENT LIMITS, TYP.22222(TYP.)1(TYP.)4(TYP.)4(TYP.)4(TYP.)151(TYP.)1(TYP.)RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.1 November 27, 2024 04:33:31pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - Phase 1 EROSION CONTROL.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL PLAN 1 OF 3C5.165 OF 117MATCHLINE STA. 32+33.84 SEE SHEET C5.2N0SCALE 1" = 408040EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN PROTECTIONEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES)PROPOSED STORM INLETEROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSEDCATCH BASINS PER DETAIL 1, SHEET C5.41INSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.4234INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.4APPLY HYDROSEEDING TO ALL CLEARED AND REGRADED AREAS. APPLYFIRST APPLICATION AT COMPLETION OF GRADING ACTIVITIES. APPLYSECOND APPLICATION DURING CALENDAR WINDOWS AS DESCRIBED IN THETECHNICAL SPECIFICATIONSINSTALL A WHEEL WASH FOR EACH PHASE AS INDICATED ON THE PHASINGPLANS. THE WHEEL WASH SHALL BE INSTALLED AND OPERATIONAL BEFOREWORK IN THAT PHASE STARTS AND SHALL BE REMOVED ONCE WORK INTHAT PHASED AREA IS COMPLETED. SEE DETAIL 1, SHEET C5.5.5R-431365EROSION CONTROL BLANKETWHEEL WASH MPH15MPH15 MPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A325252523232424222323242424(TYP.)12PAVEMENT LIMITS, TYP.2(TYP.)4(TYP.)1554(TYP.)RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.2 November 27, 2024 04:33:35pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - Phase 1 EROSION CONTROL.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL PLAN 2 OF 3C5.266 OF 117MATCHLINE STA. 32+33.84 SEE SHEET C5.1 MATCHLINE STA. 44+52.24 SEE SHEET C5.3N0SCALE 1" = 408040EROSION CONTROL NOTESEXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN PROTECTIONEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES)PROPOSED STORM INLETR-431366INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSEDCATCH BASINS PER DETAIL 1, SHEET C5.41234INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.4APPLY HYDROSEEDING TO ALL CLEARED AND REGRADED AREAS. APPLYFIRST APPLICATION AT COMPLETION OF GRADING ACTIVITIES. APPLYSECOND APPLICATION DURING CALENDAR WINDOWS AS DESCRIBED IN THETECHNICAL SPECIFICATIONSINSTALL A WHEEL WASH FOR EACH PHASE AS INDICATED ON THE PHASINGPLANS. THE WHEEL WASH SHALL BE INSTALLED AND OPERATIONAL BEFOREWORK IN THAT PHASE STARTS AND SHALL BE REMOVED ONCE WORK INTHAT PHASED AREA IS COMPLETED. SEE DETAIL 1, SHEET C5.5.5EROSION CONTROL BLANKETWHEEL WASHINSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.4 MPH15 MPH15TAXIWAY ARUNWAY 16-34202221232221212222242423222122232321 22 23242526TAXIWAY A1 TAXIWAY A2 PAVEMENT LIMITS, TYP.PAVEMENT LIMITS, TYP.22222(TYP.)1(TYP.)4(TYP.)1(TYP.)4(TYP.)4355(TYP.)4RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.3 November 27, 2024 04:33:40pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - Phase 1 EROSION CONTROL.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL PLAN 3 OF 3C5.367 OF 117MATCHLINE STA. 44+52.24 SEE SHEET C5.2 N0SCALE 1" = 408040EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN PROTECTIONEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES)PROPOSED STORM INLETEROSION CONTROL BLANKETWHEEL WASHEROSION CONTROL NOTESR-431367INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSEDCATCH BASINS PER DETAIL 1, SHEET C5.41234INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.4APPLY HYDROSEEDING TO ALL CLEARED AND REGRADED AREAS. APPLYFIRST APPLICATION AT COMPLETION OF GRADING ACTIVITIES. APPLYSECOND APPLICATION DURING CALENDAR WINDOWS AS DESCRIBED IN THETECHNICAL SPECIFICATIONSINSTALL A WHEEL WASH FOR EACH PHASE AS INDICATED ON THE PHASINGPLANS. THE WHEEL WASH SHALL BE INSTALLED AND OPERATIONAL BEFOREWORK IN THAT PHASE STARTS AND SHALL BE REMOVED ONCE WORK INTHAT PHASED AREA IS COMPLETED. SEE DETAIL 1, SHEET C5.5.5INSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.4 R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-1 November 27, 2024 04:33:50pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - PHASE 1 EROSION CONTROL-DTLS-090119000.dwgTED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL DETAILS 1 OF 2C5.468 OF 1171CATCH BASIN INSERT3INTERCEPTOR DIKEWORK AREA BETWEEN BERMS2' MIN.18" MIN.2 MAX.12 MAX.1DIKE MATERIAL COMPACTED90% MODIFIED PROCTORGRADING LIMITGRADING LIMITSLOPESVARY2EROSION CONTROL BLANKETR-431368 R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-2 November 27, 2024 04:33:55pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - PHASE 1 EROSION CONTROL-DTLS-090119000.dwgTED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL DETAILS 2 OF 2C5.569 OF 1171WHEEL WASH AND PAVED CONSTRUCTION ENTRANCER-4313692EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES ------------DECEMBER 202435022.008.02NTSDSWAWBMSSTORM DRAINAGE GENERAL NOTESC6.070 OF 1171.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 AT NOADDITIONAL 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 NAD83 ( 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 "STORMβ OR "DRAIN" SHALL BE LOCATED 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 NOTESR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.0 November 27, 2024 04:34:15pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg TED-40-4313 LUA24-000208C24003681R-431370 AHEADLANEONEAHEADLANEONE AHEADLANEONE TAXIWAY A4TAXIWA Y A 5 TAXIWAY A110 LF 12" DI80 LF 12" DI173 LF 12" RCP119 LF 12" DI102 LF 12" RCP65 LF 12" DI74 LF 12" DI47 LF 12" DI113 LF 12" DI40 LF 12" DI40 LF 12" DI25SD SD SDSDSDSDIE 12" RCP(S)=21.11'IE 12" RCP(E)=21.01'CB27CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 24+51.05, 59.08' LTRIM: 25.83INV IN (12"): 20.53 EINV IN (12"): 20.53 SINV OUT (12"): 20.43 WCB19CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 30+72.75, 60.00' LTRIM: 25.15INV IN (12"): 18.76 EINV IN (12"): 18.76 NINV OUT (12"): 18.76 WCB30CB TYPE 1-AIRCRAFT RATEDSTA: 22+40, 97.24' LTRIM: 24.96INV IN (12"): 21.74 SINV OUT (12"): 21.74 NCB26CB TYPE 1-AIRCRAFT RATEDSTA: 23+60.54, 72.60' RTRIM: 23.43INV IN (6"): 21.84 WINV OUT (12"): 21.34 NCB20CB TYPE 1-AIRCRAFT RATEDSTA: 30+26.83, 49.77' RTRIM: 23.42INV IN (12"): 19.31 EINV IN (6"): 20.06 SWINV IN (6"): 20.06 NWINV OUT (12"): 19.31 WCB22CB TYPE 1-AIRCRAFT RATEDSTA: 31+00.28, 114.50' RTRIM: 22.45INV OUT (12"): 19.80 SCB21CB TYPE 1-AIRCRAFT RATEDSTA: 30+26.29, 114.51' RTRIM: 22.36INV IN (12"): 19.54 NINV OUT (12"): 19.54 WCB25CB TYPE 1-AIRCRAFT RATEDSTA: 27+44.07, 96.43' RTRIM: 22.19INV OUT (12"): 19.89 WCB24CB TYPE 1-AIRCRAFT RATEDSTA: 27+44.69, 49.32' RTRIM: 23.41INV IN (12"): 19.75 EINV IN (6"): 20.25 NINV OUT (12"): 19.75 WCB23CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 27+77.24, 58.47' LTRIM: 25.21INV IN (12"): 19.41 EINV OUT (12"): 19.41 WCB31CB TYPE 1-AIRCRAFT RATEDSTA: 22+00, 97.24' LTRIM: 24.94INV IN (12"): 21.90 SINV OUT (12"): 21.90 NCB32CB TYPE 1-AIRCRAFT RATEDSTA: 21+60, 97.00' LTRIM: 24.85INV IN (12"): 22.06 SINV OUT (12"): 22.06 NCB33CB TYPE 1-AIRCRAFT RATEDSTA: 20+80, 97.00' LTRIM: 24.78INV OUT (12"): 22.38 NCB29CB TYPE 1-AIRCRAFT RATEDSTA: 22+78.03, 97.25' LTRIM: 24.98INV IN (12"): 21.59 SINV OUT (12"): 21.59 ECB18CB TYPE 1-AIRCRAFT RATEDSTA: 31+74.45, 60.00' LTRIM: 24.79INV IN (12"): 19.90 NINV OUT (12"): 19.90 SCB28CB TYPE 1-AIRCRAFT RATEDSTA: 22+78.04, 59.07' LTRIM: 25.52INV IN (12"): 21.40 WINV OUT (12"): 21.40 N76 LF 12" DI38 LF 12" DI86 LF 12" RCP24.90RUNWAY 16-3438 LF 12" RCP8 LF(EXISTING-EST.)(EXISTING-EST.)PLUG INLET IN CB13 LF 12" DINEW RIMELEVATION = 24.24RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.1 November 27, 2024 04:34:22pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE IMPROVEMENTS PLAN 1 OF 3C6.171 OF 117MATCHLINE STA. 32+33.84 SEE SHEET C6.2REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINSTORM 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 STRUCTURECONTRACTOR TO POTHOLE LOCATION AS SOON ASPOSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TOPREPARING STORM DRAINAGE STRUCTURE SUBMITTALSTO CONFIRM EXISTING STORM AND UTILITY LOCATIONSABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILLWITH CLSM PER P-153GENERAL NOTESA.ALL PROPOSED STORM DRAINAGE STRUCTURES (TYPE 1 AND 2 CATCH BASINS) SHALLBE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOADB.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTIONACTIVITIESR-431371 MPH15MPH15 MPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A3176 LF 12" DI193 LF 12" DI252524SD IE 12" RCP(E)=17.95'IE 6" PVC(W)=20.00'CB14CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 36+77.72, 60.00' LTRIM: 24.55INV IN (12"): 16.91 SEINV IN (12"): 16.91 NEINV OUT (12"): 16.91 WCB10CB TYPE 1-AIRCRAFT RATEDSTA: 43+25.62, 99.21' RTRIM: 21.90INV IN (12"): 18.57 SINV OUT (12"): 18.57 WCB13CB TYPE 1-AIRCRAFT RATEDSTA: 38+02.53, 86.60' RTRIM: 22.01INV IN (6"): 19.00 SEINV IN (6"): 19.00 NWINV OUT (12"): 18.50 SWCB12CB TYPE 1-AIRCRAFT RATEDSTA: 40+11.71, 99.42' RTRIM: 21.80INV OUT (12"): 19.51 NCB17CB TYPE 1-AIRCRAFT RATEDSTA: 32+60.08, 60.00' LTRIM: 24.68INV OUT (12"): 20.35 SS D SDCB11CB TYPE 1-AIRCRAFT RATEDSTA: 41+59.30, 99.32' RTRIM: 22.56INV IN (12"): 19.07 SINV IN (6"): 19.57 WINV OUT (12"): 19.07 NCB15CB TYPE 1 - AIRCRAFT RATEDSTA: 35+97.16, 50.84' RTRIM: 23.24INV IN (12"): 18.85 SINV IN (12"): 18.85 NEINV OUT (12"): 18.85 NWSDSDCB16CB TYPE 1-AIRCRAFT RATEDSTA: 36+78.23, 113.37' RTRIM: 22.26INV IN (6"): 19.95 NWINV OUT (12"): 19.45 SW2323242425102 LF 12" RCP12 LF 12" RCP137 LF 12" DI148 LF 12" DI166 LF 12" DI9 LF99 LF69 LF62 LF86 LFINV IN (12"): UNKNOWN E (EXISTING)INV IN (12"): UNKNOWN E (EXIST.)RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.2 November 27, 2024 04:34:27pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE IMPROVEMENTS PLAN 2 OF 3C6.272 OF 117MATCHLINE STA. 32+33.84 SEE SHEET C6.1 MATCHLINE STA. 44+52.24 SEE SHEET C6.3N0SCALE 1" = 408040STORM DRAINAGE NOTESGENERAL NOTESA.ALL PROPOSED STORM DRAINAGE STRUCTURES (TYPE 1 AND 2 CATCH BASINS) SHALLBE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOADB.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTIONACTIVITIESSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM STRUCTUREREMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINCONNECT 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 BASINCONTRACTOR TO POTHOLE LOCATION AS SOON ASPOSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TOPREPARING STORM DRAINAGE STRUCTURE SUBMITTALSTO CONFIRM EXISTING STORM AND UTILITY LOCATIONSABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILLWITH CLSM PER P-153R-431372 MPH15 MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34160 LF 12" DI64 LF 12" RCP70 LF 12" RCP161 LF 12" DI100 LF 12" DI40 LF 12" RCPTAXIWAY A1232421 22232321222324SDSDSDIE 6" PVC(W)=18.18'IE 12" RCP(N)=17.91'IE 12" RCP(SE)=17.91'CB6CB TYPE 1-AIRCRAFT RATEDSTA: 48+76.30, 100.24' RTRIM: 19.94INV IN (12"): 15.69 SINV IN (6"): 16.45 NINV OUT (12"): 15.69 WCB3CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 51+91.27, 60.00' LTRIM: 23.29INV IN (12"): 17.12 EINV OUT (12"): 17.12 WCB5CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 48+75.97, 60.00' LTRIM: 22.38INV IN (12"): 15.31 EINV OUT (12"): 15.31 WCB4CB TYPE 1-AIRCRAFT RATEDSTA: 50+33.48, 133.78' RTRIM: 20.78INV IN (6"): 18.76 SINV OUT (12"): 18.26 NWCB9CB TYPE 1-AIRCRAFT RATEDSTA: 46+22.13, 100.22' RTRIM: 19.36INV OUT (12"): 16.71 NCB8CB TYPE 1-AIRCRAFT RATEDSTA: 47+02.13, 100.30' RTRIM: 19.06INV IN (12"): 16.39 SINV OUT (12"): 16.39 NCB7CB TYPE 1-AIRCRAFT RATEDSTA: 48+36.20, 100.44' RTRIM: 19.21INV IN (12"): 15.85 SINV IN (6"): 16.31 WINV OUT (12"): 15.85 NCB2CB TYPE 1-AIRCRAFT RATEDSTA: 51+91.56, 100.64' RTRIM: 21.26INV IN (12"): 17.68 NINV IN (12"): 17.68 SINV OUT (12"): 17.68 WCB1CB TYPE 1-AIRCRAFT RATEDSTA: 52+58.28, 120.31' RTRIM: 20.29INV IN (6"): 18.42 WINV OUT (12"): 17.93 SSD2122232380 LF 12" DI134 LF 12" DI131 LFINV IN (12"): UNKNOWN E (EXIST.)PROTECT EXISTING KCSEWER MAIN, TYP.INV IN (12"): UNKNOWN (EXISTING)RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.3 November 27, 2024 04:34:32pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE IMPROVEMENTS PLAN 3 OF 3C6.373 OF 117MATCHLINE STA. 44+52.24 SEE SHEET C6.2 N0SCALE 1" = 408040STORM DRAINAGE NOTESGENERAL NOTESA.ALL PROPOSED STORM DRAINAGE STRUCTURES (TYPE 1 AND 2 CATCH BASINS) SHALLBE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOADB.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTIONACTIVITIESSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM STRUCTUREREMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINCONNECT 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 BASINCONTRACTOR TO POTHOLE LOCATION AS SOON ASPOSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TOPREPARING STORM DRAINAGE STRUCTURE SUBMITTALSTO CONFIRM EXISTING STORM AND UTILITY LOCATIONSABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILLWITH CLSM PER P-153R-431373 10''W PRD12''W12''W12''W16''W16''W16''W16''W16''W16''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WAHEADLANEONEAHEADLANEONE AHEADLANEONERUNWAY 16-34T A X IW A Y A 5 TAXIWAY A100 LF61 LF104 LFAHEADLANEONEAHEADLANEONE 38 LF33 LF67 LF111 LFTAXIWAY A4IE 12" RCP(S)=21.11'IE 12" RCP(E)=21.01'163 LF95 LF76 LF110 LF45 LF15 LF36 LF34 LF28 LFUNDERDRAIN CLEANOUTSTA: 23+61.14, 26.00' RTRIM: 24.88UNDERDRAIN CLEANOUTSTA: 24+27.85, 26.00' RTRIM: 24.82UNDERDRAIN CLEANOUTSTA: 26+07.34, 26.00' RTRIM: 24.62UNDERDRAIN CLEANOUTSTA: 27+70.15, 26.00' RTRIM: 24.49UNDERDRAIN CLEANOUTSTA: 28+12.57, 198.43' RTRIM: 24.33UNDERDRAIN CLEANOUTSTA: 30+00, 26.00' RTRIM: 24.16UNDERDRAIN CLEANOUTSTA: 31+55.78, 26.00' RTRIM: 24.14UNDERDRAIN CLEANOUTSTA: 29+65.28, 199.59' RTRIM: 24.15UNDERDRAIN CLEANOUTSTA: 28+65.81, 151.81' RTRIM: 23.79UNDERDRAIN CLEANOUTSTA: 29+10.84, 159.23' RTRIM: 23.75UNDERDRAIN CLEANOUTSTA: 29+19.90, 51.24' RTRIM: 23.77UNDERDRAIN CLEANOUTSTA: 28+60.86, 58.16' RTRIM: 23.70UNDERDRAIN CLEANOUTSTA: 30+55.45, 26.00' RTRIM: 24.16UNDERDRAIN CLEANOUTSTA: 30+40.98, 26.00' RTRIM: 24.17UNDERDRAIN CLEANOUTSTA: 30+33.41, 26.00' RTRIM: 20.54UNDERDRAIN CLEANOUTSTA: 29+72.43, 26.00' RTRIM: 24.17UNDERDRAIN CLEANOUTSTA: 22+50.02, 26.00' RTRIM: 24.9573 LFRMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.4 November 27, 2024 04:34:52pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.4 - PHASE 1 UNDERDRAIN SERIES.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSUNDERDRAIN PLAN 1 OF 3C6.474 OF 117MATCHLINE STA. 32+33.84 SEE SHEET C6.5N0SCALE 1" = 408040UNDERDRAIN NOTESINSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16)INSTALL CLEANOUT (SEE DETAIL SHEET C6.16)CONNECT TO STORM DRAINAGE STRUCTUREINSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.16)CONNECT TO EXISTING CLEANOUTINSTALL UNDERDRAIN PLUGEXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEEXISTING UNDERDRAIN PERFORATED PIPEGENERAL NOTESA.ALL PROPOSED STORM DRAINAGE STRUCTURES (TYPE 1 AND 2 CATCH BASINS) SHALLBE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOADB.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTIONACTIVITIESR-431374 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WMPH15MPH15 MPH15 MPH15TAXIWAY ARUNWAY 16-34200 LF148 LF124 LF188 LF138 LFMPH15MPH15 MPH15MPH 1539 LF149 LFTAXIWAY A3IE 12" RCP(E)=17.95'IE 6" PVC(W)=20.00'130 LF73 LF94 LF60 LF72 LF18 LF22 LF47 LFUNDERDRAIN CLEANOUTSTA: 40+09.35, 197.51' RTRIM: 24.04UNDERDRAIN CLEANOUTSTA: 33+09.06, 26.00' RTRIM: 23.89UNDERDRAIN CLEANOUTSTA: 34+47.15, 26.00' RTRIM: 23.89UNDERDRAIN CLEANOUTSTA: 43+12.52, 26.00' RTRIM: 23.48UNDERDRAIN CLEANOUTSTA: 41+59.34, 26.00' RTRIM: 23.37UNDERDRAIN CLEANOUTSTA: 40+11.94, 26.00' RTRIM: 23.35UNDERDRAIN CLEANOUTSTA: 36+39.08, 66.10' RTRIM: 23.18UNDERDRAIN CLEANOUTSTA: 37+62.59, 120.40' RTRIM: 20.36UNDERDRAIN CLEANOUTSTA: 37+17.79, 138.25' RTRIM: 22.82UNDERDRAIN CLEANOUTSTA: 36+83.91, 105.82' RTRIM: 22.84UNDERDRAIN CLEANOUTSTA: 42+88.82, 26.00' RTRIM: 23.45UNDERDRAIN CLEANOUTSTA: 39+97.90, 26.00' RTRIM: 23.35UNDERDRAIN CLEANOUTSTA: 37+51.13, 29.41' RTRIM: 23.49UNDERDRAIN CLEANOUTSTA: 37+33.67, 193.89' RTRIM: 23.91UNDERDRAIN CLEANOUTSTA: 36+10.41, 40.48' RTRIM: 23.62UNDERDRAIN CLEANOUTSTA: 36+02, 34.90' RTRIM: 23.70UNDERDRAIN CLEANOUTSTA: 33+04, 26.00' RTRIM: 23.89UNDERDRAIN CLEANOUTSTA: 37+24.46, 76.82' RTRIM: 22.90UNDERDRAIN CLEANOUTSTA: 38+27.14, 154.36' RTRIM: 23.31UNDERDRAIN CLEANOUTSTA: 37+54.53, 27.44' RTRIM: 23.51UNDERDRAIN CLEANOUTSTA: 35+85.26, 27.98' RTRIM: 23.9260 LF53 LF139 LF59 LF15 LF9 LF42 LF120 LFRMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.5 November 27, 2024 04:34:56pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.4 - PHASE 1 UNDERDRAIN SERIES.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSUNDERDRAIN PLAN 2 OF 3C6.575 OF 117MATCHLINE STA. 32+33.84 SEE SHEET C6.4 MATCHLINE STA. 44+52.24 SEE SHEET C6.6N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16)INSTALL CLEANOUT (SEE DETAIL SHEET C6.16)INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.16)CONNECT TO EXISTING CLEANOUTEXISTING UNDERDRAIN PERFORATED PIPEINSTALL UNDERDRAIN PLUGGENERAL NOTESA.ALL PROPOSED STORM DRAINAGE STRUCTURES (TYPE 1 AND 2 CATCH BASINS) SHALLBE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOADB.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTIONACTIVITIESCONNECT TO STORM DRAINAGE STRUCTURER-431375 8''WMPH15 MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34127 LF141 LF67 LF83 LFMPH15MPH15 60 LF31 LF40 LF13 LF38 LFIE 6" PVC(W)=18.18'IE 12" RCP(N)=17.91'IE 12" RCP(SE)=17.91'200 LF124 LF67 LF63 LF34 LF39 LFUNDERDRAIN CLEANOUTSTA: 53+19.52, 26.00' RTRIM: 23.10UNDERDRAIN CLEANOUTSTA: 45+12.52, 26.00' RTRIM: 23.09UNDERDRAIN CLEANOUTSTA: 56+28.96, 80.19' RTRIM: 23.00UNDERDRAIN CLEANOUTSTA: 52+61.14, 26.00' RTRIM: 22.98UNDERDRAIN CLEANOUTSTA: 52+23.55, 26.00' RTRIM: 22.95UNDERDRAIN CLEANOUTSTA: 48+82.85, 198.82' RTRIM: 22.87UNDERDRAIN CLEANOUTSTA: 50+22.15, 196.41' RTRIM: 22.73UNDERDRAIN CLEANOUTSTA: 54+89.11, 39.52' RTRIM: 22.68UNDERDRAIN CLEANOUTSTA: 47+12.46, 27.57' RTRIM: 22.22UNDERDRAIN CLEANOUTSTA: 52+13.14, 85.12' RTRIM: 22.16UNDERDRAIN CLEANOUTSTA: 52+10.15, 88.00' RTRIM: 22.11UNDERDRAIN CLEANOUTSTA: 49+93.98, 133.24' RTRIM: 21.76UNDERDRAIN CLEANOUTSTA: 48+36.26, 40.17' RTRIM: 21.76UNDERDRAIN CLEANOUTSTA: 51+27.26, 88.00' RTRIM: 21.63UNDERDRAIN CLEANOUTSTA: 49+95.12, 102.28' RTRIM: 21.50UNDERDRAIN CLEANOUTSTA: 49+10.06, 103.10' RTRIM: 21.24UNDERDRAIN CLEANOUTSTA: 50+50.32, 88.00' RTRIM: 21.59UNDERDRAIN CLEANOUTSTA: 50+60.67, 88.00' RTRIM: 21.61UNDERDRAIN CLEANOUTSTA: 48+74.70, 45.95' RTRIM: 21.65UNDERDRAIN CLEANOUTSTA: 48+77.97, 47.04' RTRIM: 21.6369 LF76 LF58 LF114 LF94 LFPROTECT EXISTING KCSEWER MAIN, TYP.RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.6 November 27, 2024 04:48:44pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.4 - PHASE 1 UNDERDRAIN SERIES.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWAWBMSUNDERDRAIN PLAN 3 OF 3C6.676 OF 117MATCHLINE STA. 44+52.24 SEE SHEET C6.5 N0SCALE 1" = 408040UNDERDRAIN NOTESINSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16)INSTALL CLEANOUT (SEE DETAIL SHEET C6.16)INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.16)CONNECT TO EXISTING CLEANOUTINSTALL UNDERDRAIN PLUGEXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEEXISTING UNDERDRAIN PERFORATED PIPEGENERAL NOTESA.ALL PROPOSED STORM DRAINAGE STRUCTURES (TYPE 1 AND 2 CATCH BASINS) SHALLBE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOADB.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTIONACTIVITIESCONNECT TO STORM DRAINAGE STRUCTURER-431376 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB29 TO CB2838 LF 12" RCP @ 0.50%APPROXIMATE EX. 2" TELECOMCONTRACTOR TO CONFIRM DEPTHPROPOSED GRADEEXISTING GRADEHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB33 TO CB2980 LF DI @ 0.40%40 LF 12" DI @ 0.40%PROPOSED GRADEEXISTING GRADE40 LF 12" DI @ 0.40%38 LF 12" DI @ 0.40%AHEADLANEONEAHEADLANEONEAHEADLANEONEAHEADLANEONELANEONE AHEADLANEONEAHEADLANEONEHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB28 TO CB27173 LF 12" RCP @ 0.50%PROPOSED GRADEEXISTING GRADER© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.7 November 27, 2024 04:35:43pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 1 OF 8C6.777 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX N0SCALE 1" = 306030'MBX MBX R-431377 Vertical Scale: 1"=3'Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB27 TO SDCB 288110 LF 12" DI @ 0.43%EXISTING GRADEPROPOSED GRADEAPPROXIMATE EX. 8" WATERTO BE ABANDONED IN PLACECONTRACTOR TO CONFIRM DEPTHHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 26 TO SDCB 36076 LF 12" DI @ 0.30%TAXIWAY A5 T A X IW A Y A 5R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.8 November 27, 2024 04:36:00pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 2 OF 8C6.878 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX R-431378 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB23 TO CB25Horizontal Scale: 1"=30'Vertical Scale: 1"=3'47 LF 12" DI @ 0.30%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 8" WATERTO BE ABANDONEDCONTRACTOR TO CONFIRM DEPTH113 LF 12" DI @ 0.30%APPROXIMATE EX. 2" ELECTRICALCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE6" UNDERDRAINHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB21 TO CB2274 LF 12" DI @ 0.35%PROPOSED GRADEEXISTING GRADEAHEADLANEONEAHEADLANEONETAXIWAY A TAXIWAY AR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.9 November 27, 2024 04:36:15pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 3 OF 8C6.979 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX R-431379 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB19 TO CB2165 LF 12" DI @ 0.35%119 LF 12" DI @ 0.46%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 8" POWERCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" ELECTRICALTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB19 TO CB17102 LF 12" RCP @ 1.12%PROPOSED GRADEEXISTING GRADE86 LF 12" RCP @ 0.53%TAXIWAY A TAXIWAY AR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.10 November 27, 2024 04:36:30pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 4 OF 8C6.1080 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX R-431380 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 14 TO CB 15PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTH137 LF 12" DI @ 1.42%Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 14 TO CB 13193 LF 12" DI @ 0.83%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHATCT CLEARANCE REQUIREDTAXIWAY A3 TAXIWAY A ATCT CLEARANCE REQUIREDT A X I W A Y ATAXIWAY A3Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB15 TO CB16102 LF 12" RCP @ 0.59%12 LF 12" RCP @ 11.46%APPROXIMATE EX. 8" POWERCONTRACTOR TO CONFIRM DEPTHR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.11 November 27, 2024 04:36:51pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 5 OF 8C6.1182 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX N0SCALE 1" = 306030'MBX R-431382 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 12 TO CB 10148 LF 12" DI @ 0.30%EXISTING GRADEAPPROXIMATE EX. 2" TELECOMCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" AIRCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" POWERCONTRACTOR TO CONFIRM DEPTH166 LF 12" DI @ 0.30%Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM SDCB 21 TO CB 10176 LF 12" DI @ 0.35%PROPOSED GRADEEXISTING GRADECONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE 6" UNDERDRAINR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.12 November 27, 2024 04:37:06pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 6 OF 8C6.1282 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX R-431382 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 9 TO CB 680 LF 12" DI @ 0.40%134 LF 12" DI @ 0.40%PROPOSED GRADEEXISTING GRADE40 LF 12" RCP @ 0.40%APPROXIMATE EX. 2" POWERCONTRACTOR TO CONFIRM DEPTHHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 6 TO CB 5160 LF 12" DI @ 0.24%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHMPH15MPH15MPH15MPH15R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.13 November 27, 2024 04:37:19pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 7 OF 8C6.1383 OF 117N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX R-431383 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB3 TO CB2161 LF 12" DI @ 0.35%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 2" LIGHTINGCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE 6" UNDERDRAINTAXIWAY A TAXIWAY AHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB4 TO CB1100 LF 12" DI @ 0.35%64 LF 12" RCP @ 0.35%70 LF 12" RCP @ 0.35%PROPOSED GRADEEXISTING GRADETAXIWAY ATAXIWAY AR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.14 November 27, 2024 04:37:34pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg TED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 30'DSWAWBMSSTORM PLAN & PROFILE 8 OF 8C6.1484 OF 117N0SCALE 1" = 306030'MBX N0SCALE 1" = 306030'MBX R-431384 R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.15 STORM DETAILS 1 OF 2 November 27, 2024 04:37:46pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 STORM-DTLS-090119000.dwgTED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.02NTSDSWAWBMSSTORM DETAILS 1 OF 2C6.1585 OF 117GENERAL NOTESA.ALL PROPOSED STORM DRAINAGESTRUCTURES (TYPE 1 AND 2 CATCHBASINS) SHALL BE AIRCRAFT LOAD RATEDFOR A 100 KIP WHEEL LOADR-431385 R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.16 STORM DETAILS 2 OF 2 November 27, 2024 04:37:50pm K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 STORM-DTLS-090119000.dwgTED-40-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.02NTSDSWAWBMSSTORM DETAILS 2 OF 2C6.1686 OF 1171.STABILIZE VERTICAL CLEANOUTTO PREVENT PIPE DAMAGE ORMOVEMENT.GENERAL NOTES:VARIESREFER TO UNDERDRAINPLANS (SERIES C6)FOR INFORMATION12" MIN. ABOVETOP OF PIPE6"UNDERDRAIN24"3"PERFORATED UNDERDRAIN PIPEUNDERDRAIN BEDDING18" TRENCHWIDTH6"6"3"UNDERDRAIN CLEANOUTUNDERDRAIN STAMPED COVERSCALE=NTS16" PERFORATED UNDERDRAINWITH GEOTEXTILE SOCK (D-705)DRAINAGE FILTER FABRIC (D-705)OVERLAP DRAINAGE FILTERFABRIC 12" MIN. AT TOP OFPOROUS BACKFILL4366INVERT ELEVATIONS AS SHOWNON LAYOUT SHEETSCAP FOR END CLEANOUT6" PERFORATED UNDERDRAINPIPE (P-705)6"x4" 45°PVC WYE24" MIN.VARIESPOROUS BACKFILL (D-705)6" PERFORATEDUNDERDRAIN PIPEPOROUS BACKFILL (D-705)FRAME AND LID24"x24"x12" CONCRETE PAD (P-610)6" PVC, 12" LONG4" PVC PIPE2" STD. LETTERINGFLUSH WITH TOPUNDERDRAIN OUTFALL CONNECTION26" CORE, SEAL WITHNON-SHRINK GROUTEXISTING OR PROPOSED STORM DRAINAGE STRUCTURENON-PERFORATEDPVC OUTFALL PIPEFINISHED GRADEPOROUS BACKFILL (D-705)6" PERFORATEDUNDERDRAIN PIPE (D-705)CLEANOUT MEASURING POINT45° ELBOWCLEANOUTCRUSHED ROCK BACKFILL (12")POROUS BACKFILL (D-705)DRAINAGE FILTER FABRIC (D-705)9"CRUSHED AGGREGATE BASE COURSE(SEE PAVING DETAILS)ASPHALT SURFACE COURSE(SEE PAVING DETAILS)CRUSHED ROCK BACKFILL (12")6" MIN. ABOVETOP OF PIPE18" TRENCHWIDTH6"6"EARTH BACKFILL (P-152)DRAINAGE FILTER FABRIC (D-705)3"CRUSHED ROCK BACKFILLVARIESREFER TO UNDERDRAINPLANS (SERIES C6)FOR INFORMATIONASPHALT STABILIZED BASE COURSE(SEE PAVING DETAILS)SCALE=NTSSCALE=NTSSCALE=NTSSCALE=NTSDEPTH VARIES PAVED AREASUNPAVED AREASTOP OF SUBGRADECONTROLLED LOW STRENGTH MATERIAL(CLSM) (P-153) FOR TRENCH BACKFILL4" WIDE UNDERGROUND UTILITYMARKING TAPEUTILITY LOCATE WIRECRUSHED AGGREGATE PIPEBEDDING (CSTC)SUITABLE NATIVE OR GRAVELBORROW FOR TRENCH BACKFILLTOPSOILFINISHED GRADEMATCH EX. P-209 BASE COURSE6" MIN. 12" MIN. 6" MIN. PIPE O.D.PIPE O.D.TRENCH WIDTHSEE NOTE 11.PIPE TRENCH WIDTH SHALL BE: FOR OD >/= 18" : (1.5 X I.D.)+ 18" FOR OD < 18": I.D. + 30"2.ALL OPEN TRENCHES IN PAVEMENT SHALL BE NON-SKIDPLATED, PINNED, SHIMMED OR BACKFILLED AND CAPPEDWITH TEMPORARY HMA WHERE AUTHORIZED BY THEENGINEER AT THE END OF EACH WORK DAY.3.CONTRACTOR SHALL PROVIDE TEMPORARY TRENCHSHORING FOR ALL TRENCHES DEEPER THAN FOUR FEET.THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FORTRENCH SAFETY PER WAC 296-155.2' MIN. FROM EDGE OFTRENCH TOPAVEMENT REMOVALLIMITTACK COAT ALL SIDESPIPE TRENCHSCALE=NTS7GENERAL NOTES:FOLLOW CIVIL PLANS FOR PAVEMENTSECTION6" SOLID UNDERDRAINOUTFALL PIPER-431386UNDERDRAIN OUTFALL PIPE5SCALE=NTSSUBGRADE (P-152)SUBGRADE (P-152) 10''W PRD10''W PRD10''W PRD10''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD8''W8''W8''W8''W8''W10''W8''W8''W8''W8''W8''W8''W8''W8''W8''W10''W 10''W 10''W 10''W ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+006 + 0 0 0+0 0 1+0 0 2+0 0 3+0 0 4+0 0 5+0 0 BP: 0+00.00TAXIWAY ATA X I W A Y A 6 W. PERIMETER RD.RUNWAY 16-344''AEX WATER/FIRE WATERLINE (SURVEYED)EX WATER/FIRE WATERLINE (PER RCD DWG)EX ISOLATION VALVEEX WATER MANHOLEEX BELOW GRADE FIRE HYDRANTEX ABOVE GRADE FIRE HYDRANTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAX''WX''W PRDRUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED THRUST BLOCKPROPOSED COMPRESSED AIR/////////X''W4''ARMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.1 November 25, 2024 11:52:13am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwg WTR-27-4313 LUA24-000208C24003681FIRE WATERLINE NOTES------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER IMPROVEMENTS PLAN 1 OF 6C7.187 OF 117 MATCHLINE, SEE SHEET C7.5H320NO CONC PADH3194'X8' CONC PADH3184'X8' CONC PADH3174'X8' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE,APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLEBASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PERP-101 & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE.3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINEDIGITIZED FROM RECORD DRAWINGS. LOCATIONS AREAPPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGHUTILITY LOCATES.4.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMEDCONCURRENT WITH A RUNWAY CLOSURE.H329EX 10" FIRE WATERLINESEE NOTE 3, THIS SHEETCITY OF RENTON 12" WSEE NOTE 3, THIS SHEETPROTECT EX AIR, PWR, TEL (TYP)PROTECT EX 7.5' TALLSECURITY FENCEPROTECT EX SIPHONLEGENDLEGEND CONT.0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C7.2ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE &GATE VALVE. SEE NOTE 1, THIS SHEET.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE6, THIS SHEET.CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ. SEE NOTE6, THIS SHEET.SCHEDULE G, SEESHEET C7.5 FORCONTINUATION.RESTORATION NOTESRESTORE EX HMA PER CITY OF RENTON STD PLAN 110.1,SHEET C7.7.RESTORE EXISTING 4" HDPE COMPRESSSED AIR, LENGTHAS REQUIRED.REMOVE EX ABOVE GRADE FIRE HYDRANT UPPER BARREL. BELOWGRADE PIPING TO BE ABANDONED IN PLACE AND FILLED W/ CLSM.REMOVE GATE VALVE BOX LID AND FILL VALVE BOX W/ CLSM.EX CITY OF RENTON HYDRANTHYD-N-00274THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8.NOTES CONT.5.RESTORATION OF DISTURBED INFIELD AREAS TO BECOORDINATED WITH CIVIL SHEETS.6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTINGPIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIORTO SCHEDULING SHUTDOWN WITH CITY.7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTSTO BE COORDINATED AND SCHEDULED WITH BOEINGFIRE DEPARTMENT, RENTON AIRPORT & CITY OFRENTON WATER DEPARTMENT PER SPECIFICATIONS.FIRE WATERLINE NOTES CONT.INSTALL 10" BLIND FLANGE ON EX 8"x10" CROSS, SEE NOTE6, THIS SHEET.W-431301531 LF65 LF45 LF257 LF11/27/2024 8''W10''W PRD10''W PRD8''W12''W12''W12''W12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W12''W12''W PRD12''W PRD16''W16''W16''W16''W16''W16''W12''W PRD12''W PRD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////BOEING FUELFARM BUILDINGNORTHING: 182729.05EASTING: 1298091.44NORTHING: 182937.46EASTING: 1298040.80BOEING FUEL FARMSECURED AREA. SEENOTE 4, THIS SHEETPAVING LIMITS24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+000+001+00BP: 0+00.000+001+002+003+004+00 BP: 0+00.000+001+002+003+004+005+00 BP: 0+00.0074.4'4.8'RUNWAY 16-34BOEING FUEL FARMTAXIWAY A4 TAXIWAY A5 TAXIWAY AMBXEX WATER/FIRE WATERLINE (SURVEYED)EX WATER/FIRE WATERLINE (PER RCD DWG)EX ISOLATION VALVEEX WATER MANHOLEEX BELOW GRADE FIRE HYDRANTEX ABOVE GRADE FIRE HYDRANTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAX''WX''W PRDRUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED THRUST BLOCK/////////X''WRMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.2 November 25, 2024 11:52:20am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwg WTR-27-4313 LUA24-000208C24003681FIRE WATERLINE NOTES------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER IMPROVEMENTS PLAN 2 OF 6C7.288 OF 117 MATCHLINE, SEE SHEET C7.1 MATCHLINE, SEE SHEET C7.3 MATCHLINE, SEE SHEET C7.6MATCHLINE, SEE SHEET C7.6 MATCHLINE, SEE SHEET C7.6 H3214'X6' CONC PADH320B5'X6' CONC PADH320A8'X12' CONC PADPROTECT EX 16" CITY OF RENTONWATER MAINNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE,APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLEBASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PERP-101 & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE.3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINEDIGITIZED FROM RECORD DRAWINGS. LOCATIONS AREAPPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGHUTILITY LOCATES.4.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMEDCONCURRENT WITH A RUNWAY CLOSURE.5.RESTORATION OF DISTURBED INFIELD AREAS TO BECOORDINATED WITH CIVIL SHEETS6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE,MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULINGSHUTDOWN WITH CITY.7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BECOORDINATED AND SCHEDULED WITH BOEING FIREDEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATERDEPARTMENT PER SPECIFICATIONS.CITY OF RENTON 12" W AND EX10" FIRE WATERLINE,SEE NOTE 3, THIS SHEETEX CITY OF RENTON 30" STLCASED 16" WATER MAINLEGENDLEGEND CONT.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'NABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153.EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TO OPENVALVE, REMOVE OPERATING NUT & VALVE CAN. LOCATIONS WITHINPAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDEOF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVEMATERIAL, AS APPROVED BY THE RPR.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE & GATEVALVE. SEE NOTE 1, THIS SHEET.DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT, STRUCTURE,GATE VALVE, AND CONCRETE PAD. REMOVE EX HYDRANT TO 90°BEND & CAP 6" FIRE WATERLINE. LOCATIONS WITHIN PAVED AREAS TOBE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREASTO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, ASAPPROVED BY THE RPR.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE 6,THIS SHEET.BELOW GRADE FIRE HYDRANT HOUSED IN STEEL EGG-SHAPEDHOUSING W/ APPROXIMATE DIMENSIONS 2'(W) X 3'(L) X 6"(D).BELOW GRADE FIRE HYDRANT HOUSED IN STEEL DOUBLE DOORCONCRETE VAULT W/APPROXIMATE DIMENSIONS 3'(W) X 3'(L) X 1.5'(D).EX CITY OF RENTON HYDRANTHYD-N-00215PROTECT EX PWR, TYP.NOTES CONT.W-431302178 LF417 LF703 LF119 LF218 LF11/27/2024 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PAVING LIMITS36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+002+003+004+005+006+007+007+26EP: 7+25.73TAXIWAY ARUNWAY 16-34TAXIWAY A3EX WATER/FIRE WATERLINE (SURVEYED)EX WATER/FIRE WATERLINE (PER RCD DWG)EX ISOLATION VALVEEX WATER MANHOLEEX BELOW GRADE FIRE HYDRANTEX ABOVE GRADE FIRE HYDRANTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAX''WX''W PRDRUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED THRUST BLOCK/////////X''WRMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.3 November 25, 2024 11:52:27am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwg WTR-27-4313 LUA24-000208C24003681FIRE WATERLINE NOTES------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER IMPROVEMENTS PLAN 3 OF 6C7.389 OF 117MATCHLINE, SEE SHEET C7.2 H3243'X4' CONC PADH3233'X4' CONC PADH3224'X6' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE,APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TOALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORESURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE.3.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH ARUNWAY CLOSURE.4.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITHCIVIL SHEETS.5.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL,LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY.6.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATEDAND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITYOF RENTON WATER DEPARTMENT PER SPECIFICATIONS.LEGENDLEGEND CONT.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'NABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PERP-153.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATERMANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET.DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT,STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVEEX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE.BACKFILL PER P-209 TO 3" BELOW FINISH GRADE ANDTOPSOIL AND SEED PER CIVIL PLANS.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEENOTE 5, THIS SHEET.BELOW GRADE FIRE HYDRANT HOUSED IN STEELEGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS2'(W) X 3'(L) X 6"(D).PROTECT EX PWR, TYPMATCHLINE, SEE SHEET C7.4W-431303250 LF676 LF11/27/2024 48+0049+0050+0051+0052+0053+0054+0055+0056+00 57+00 PC: 53+30.86 PT: 56+05.750+001+002+003+004+005+00 BP: 0+00.00TAXIWAY A2PROTECT EXISTINGKING COUNTYSANITARY SEWERDURINGCONSTRUCTIONEX WATER/FIRE WATERLINE (SURVEYED)EX WATER/FIRE WATERLINE (PER RCD DWG)EX ISOLATION VALVEEX WATER MANHOLEEX BELOW GRADE FIRE HYDRANTEX ABOVE GRADE FIRE HYDRANTEX METERTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAX''WX''W PRDRUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED THRUST BLOCKPROPOSED METER BOX/////////X''WRMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.4 November 25, 2024 11:52:33am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwg WTR-27-4313 LUA24-000208C24003681NOTES1.FINAL SET ELEVATION OF METER AND BACKFLOW PREVENTORTO BE COORDINATED WITH CIVIL GRADING SHEETS.2.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINEDIGITIZED FROM RECORD DRAWINGS. LOCATIONS AREAPPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGHUTILITY LOCATES.3.REMOVE EXISTING GROUND WELL COVER AND BURY GROUNDROD. SEE ELECTRICAL SHEETS.FIRE WATERLINE NOTES------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER IMPROVEMENTS PLAN 4 OF 6C7.490 OF 117MATCHLINE, SEE SHEET C7.3 LEGENDLEGEND CONT.0SCALE 1" = 408040'NREMOVE AND REPLACE EXISTING METER BOX, PROTECTEXIST METER SETTER. METER BOX PER CITY OF RENTONSTD PLAN 320.1, SHEET C7.8. SEE NOTE 1, THIS SHEET.REMOVE AND REPLACE EXISTING DOUBLE CHECK VALVEASSEMBLY (DCVA) BOX. DCVA BOX PER CITY OF RENTONSTD PLAN 340.8, SHEET C7.8. SEE NOTE 1, THIS SHEET.PROTECT EX CITY OFRENTON FIREHYDRANT ANDBOLLARDSEX CITY OF RENTONHYDRANT HYD-N-00575PROTECT EXCATCH BASINEX GROUND WELLS, SEENOTE 3, THIS SHEETW-43130411/27/2024 12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD1 0 ' 'W P R D 1 0 ' 'W P R D 1 0 ' 'W P R D 10''W PRD //// / ///////////// / / / /////////////////////// 6+006+47EP: 6+46.84EX WATER/FIRE WATERLINE (SURVEYED)EX WATER/FIRE WATERLINE (PER RCD DWG)EX ISOLATION VALVEEX WATER MANHOLEEX BELOW GRADE FIRE HYDRANTEX ABOVE GRADE FIRE HYDRANTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAX''WX''W PRDRUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED THRUST BLOCK/////////X''W------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER IMPROVEMENTS PLAN 5 OF 6C7.591 OF 117 MATCHLINE, SEE SHEET C7.1RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.5 November 25, 2024 11:52:42am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwg WTR-27-4313 LUA24-000208C24003681FIRE WATERLINE NOTESNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE,APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TOALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORESURFACE.2.EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. CONTRACTOR TOFIELD LOCATE & VERIFY EX ROUTING OF FIRE WATERLINE.3.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH ARUNWAY CLOSURE.4.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITHCIVIL SHEETS.5.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL,LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY.6.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATEDAND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITYOF RENTON WATER DEPARTMENT PER SPECIFICATIONS.EX 10" FIRE WATERLINE DIGITIZEDFROM RECORD DRAWINGS. SEENOTE 2, THIS SHEET.PROTECT EX 10"X12" CROSS ANDGATE VALVESEX FIRE HYDRANT H308PER RCD DWGPROTECT EX 4"HDPE AIRLEGENDLEGEND CONT.0SCALE 1" = 408040'NABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PERP-153.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATERMANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET.CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ.SEE NOTE 5, THIS SHEET.INSTALL 10" BLIND FLANGE ON EX 10"X12" CROSS, SEENOTE 5, THIS SHEET.THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8.SCHEDULE G, SEESHEET C7.1 FORCONTINUATION.W-431305310 LFEX 12" GATE VALVEAPPROX. 143 LF11/27/2024 8''W8''W10''W PRD8''W PRD8''W PRD8''W8''W8''W12''W12''W12''W PRD12''W PRD12''W PRD12''W PRD12''W12''W12''W12''W12''W12''W12''W16''W16''W16''W6''W PRD1.5''W-PRD//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////BOEING FUELFARM BUILDINGNORTHING: 182729.05EASTING: 1298091.44NORTHING: 182937.46EASTING: 1298040.80BOEING FUEL FARMSECURED AREA. SEENOTE 4, THIS SHEET0+00 BP: 0+00.000+00 EX WATER/FIRE WATERLINE (PER SURVEY)EX WATER/FIRE WATERLINE (PER RCD DWG)EX ISOLATION VALVEEX WATER MANHOLEEX BELOW GRADE FIRE HYDRANTEX ABOVE GRADE FIRE HYDRANTEX WATER METERABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED TAPPING TEEPROPOSED THRUST BLOCKX''WX''W PRD///////////X''W------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER IMPROVEMENTS PLAN 6 OF 6C7.692 OF 117 RMBXKEYPLAN© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.6 November 25, 2024 11:52:50am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwg WTR-27-4313 LUA24-000208C24003681FIRE WATERLINE NOTESNOTESTESTING CONNECTIONFINAL CONNECTIONSCALE: C7.6NTSAHYDRANT H328B CONNECTION DTL6"DI WEX 16"DI W1-6" TEMP DI PLUG, RJ W/ 2" TEMP BLOW-OFFASSEMBLY PER CITY OF RENTON STD PLAN 340.2,SHEET C7.8W/ TBREMOVE TEMP BLOCKING, CAP & BLOW-OFFAND CONNECT TO EX. 16" DI W W/1-6" DI SPOOL, LENGTH TO FIT1-6" DI SLEEVE, RJ6"DI WEX 12"DI W1-6" TEMP DI PLUG, RJ W/2" TEMP BLOW-OFFASSEMBLY PER CITY OFRENTON STD PLAN 340.2,SHEET C7.8W/ TBEX HYDRANT6"DI WEX 12"DI WEX HYDRANT1-12"x6" TAPPING TEE, FL PER CITY OFRENTON STD PLAN 300.5, SHEET C7.81-6" GV, FLxRJW/ TB PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8TESTING CONNECTIONFINAL CONNECTIONSCALE: C7.6NTSBHYDRANT H320C CONNECTION DTLEX CITY OF RENTON 12" DI WEX CITY OF RENTON HYDRANTHYD-N-00233EX CITY OF RENTON HYDRANTHYD-N-00497EX CITY OF RENTON HYDRANTHYD-N-00216EX ABOVE GRADE FIREHYDRANT H328B ANDBOLLARDS (TYP 4)EX ABOVE GRADE FIREHYDRANT H320CCONNECT TO EX 12" DI W,SEE NOTE 2, THIS SHEETSEE CONNECTION DTL B, THIS SHEETFOR TESTING AND FINAL CONNECTIONCONNECT TO EX 16" DI WSEE NOTE 2, THIS SHEETSEE CONNECTION DTL A, THIS SHEETFOR TESTING AND FINAL CONNECTION1.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITHBOEING FIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PERSPECIFICATIONS.2.CONTRACTOR SHALL POTHOLE EXISTING 12" & 16" DI WATER MAINS AT CONNECTION LOCATIONSAHEAD OF CONSTRUCTION OF FIRE HYDRANTS. CONFIRM LOCATION, DEPTH, SIZE & MATERIAL OFEXISTING MAINS. NOTIFY THE RPR IMMEDIATELY IF FIELD CONDITIONS DIFFER FROM PLANS.3.SEE DETAIL 300.0, SHEET C7.7 FOR CITY OF RENTON GENERAL WATER PLAN NOTES.4.BOEING'S FUEL FARM IS A SECURED AREA WITH RESTRICTED ACCESS. CONTRACTOR WILL NOTHAVE ACCESS TO EXISTING FIRE WATERLINE WITHIN THE FUEL FARM AREA.5.EXISTING FIRE WATERLINE DIGITIZED FROM RECORD DRAWING. LOCATIONS ARE APPROXIMATEAND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES.6.PIPE BEDDING AND TRENCH BACKFILL PER CITY OF RENTON STANDARD PLANS 220.00 AND 220.20.BACKFILL WATER LINE TRENCH WITH IMPORTED SELECT BACKFILL MATERIALS. SURFACERESTORATION OUTSIDE OF FENCE PER CITY STD DETAILS ON SHEET C7.7. SURFACERESTORATION W/IN FENCE PER CIVIL SHEET.7.SAWCUT AND REMOVE EXISTING 8" TO 10" THICK REINFORCED CONCRETE PANELS UP TO THEEXISTING NORTHERN HMA PAVEMENT EDGE.EX 12"DI COUPLING.(PER RCD DWG)EX BOEING 6" DI WFUEL FARM BUILDING FIRE SERVICESEE NOTE 5, THIS SHEETEX BOEING 1.5" DI WFUEL FARM BUILDING WATER SERVICESEE NOTE 5, THIS SHEETEX 12" DI WSEE NOTE 5, THIS SHEETEX 8" DI WSEE NOTE 5, THIS SHEETPROTECT EX WATER METER AND SERVICE6"DI WEX 16"DI WMATCHLINE, SEE SHEET C7.2MATCHLINE, SEE SHEET C7.2 LEGENDLEGEND CONT.0SCALE 1" = 204020'NMATCHLINE, SEE SHEET C7.2FIRE WATERLINE NOTES CONT.PROTECT EX 7.5' TALL SECURITY FENCERESTORATION NOTESRESTORE EX HMA PER CITY OF RENTON STD PLAN 110, SHEET C7.7RESTORE DISTURBED EX GRAVEL AREA W/ 4-INCHES OF CSTC.RESTORE EX CONC CURB PER CITY OF RENTON STD PLAN 101, SHEET C7.7.RESTORE EX HMA PER CITY OF RENTON STD PLAN 220.20, SHEET C7.7.REMOVE & RESTORE CONC W/ HMA PER CITY OF RENTON STD PLAN 220.20,SHT C7.7. SEE NOTE 7, THIS SHEET.PAINTED YELLOW CENTERLINE. LONGITUDINAL CENTERLINE PATTERN PERWSDOT STD PLAN M-20.10-04.ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153.EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TO OPENVALVE, REMOVE OPERATING NUT & VALVE CAN. LOCATIONSWITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONSOUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 ORSUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR.THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.8.FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1,SHEET C7.8.4' x 4' CONC PAD PER CITY OF RENTON STD PLANS 310.1 & 310.2,SHEET C7.8.6" RJ DI PIPE, CLASS 52. SEE NOTES 3 & 6, THIS SHEET.DEMOLISH & REMOVE EX ABOVE GRADE FIRE HYDRANT & GATEVALVE. REMOVE EX HYDRANT TO 90° BEND & CAP FIREWATERLINE. BACKFILL WITH CLSM & RESTORE SURFACE.DEMOLISH & REMOVED EX BOLLARDS.HYDRANT PROTECTION BOLLARD PER DTL 1, SHEET C7.7, TYP OF4.PROTECT EX CITY OFRENTON 16" WATER MAINRESTORE DISTURBED CONC PER CITY OF RENTON STD PLAN 102, SHEETC7.7.W. PERIMETER RD.W-431306WET-TAPPING OF EXISTING WATER MAINS SHALL BE DONE BYCITY-APPROVED WET-TAP SUB-CONTRACTORS.1-16"x6" TAPPING TEE, FL PER CITY OF RENTONSTD PLAN 300.5, SHEET C7.81-6" GV, FLxRJW/ TB PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8REMOVE TEMP BLOCKING, CAP & BLOW-OFFAND CONNECT TO EX. 12" DI W W/1-6" DI SPOOL, LENGTH TO FIT1-6" DI SLEEVE, RJ428 LF30 LF22 LF111 LFPROTECT EX 7.5' TALL SECURITYFENCE AND CONC CURB29 LF11/27/2024 FILL PIPE WITH CONCRETE,MOUND TOP CAPINSTALL 6" DUCTILE IRONPIPE BOLLARD FILLED WITH3,000 PSI CONCRETE3,000 PSI CONCRETEFOOTING36"1'-6"4" MIN.2'-6" MIN.NOTES:1.LOCATE BOLLARDS AT LEAST 2' IN FRONT OFHYDRANT, 5' APART.2.INSTALL ONLY WHERE IDENTIFIED ON PLANS.3.PAINT BOLLARDS WITH TWO COATS OSHASAFETY YELLOW .R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.7 November 25, 2024 11:53:14am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.8 WATER DETAILS 2 OF 2.dwg WTR-27-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER DETAILS 1 OF 2C7.793 OF 117 C7.61FIRE HYDRANT PROTECTION BOLLARDW-43130711/27/2024 R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Agudelo, Julian Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.8 November 25, 2024 11:53:19am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.8 WATER DETAILS 2 OF 2.dwg WTR-27-4313 LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'DSWJASMTWATER DETAILS 2 OF 2C7.894 OF 117 W-43130811/27/2024 S.S.PAVEDS.PAVED S. PAVED S.S. AIRCRAFT PARKING AIRCRAFT PARKINGS.PAVED PARKING S.S.S. PAVED S.S.PAVED PAVEDAIRCRAFT PARKING S.S.S.S.S.S.S.S.S.S.S.S.AIRPORT PROPERTYS.S.S.S.S.S.S.PAVEDPAVED PAVED PAVEDS.S.S.S.AHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONE MPH15 MPH15MPH15 MPH15MPH15 MPH15MPH15PAVEDPAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKINGPAVED PARKING PAVED PAVED PAVEDAIRCRAFT PARKING AIRPORT PROPERTYDENSEBRUSHDENS E BRUS HDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHPAVEDPAVED PAVED PAVEDDENSE TREESPAVEDPAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKINGPAVED PARKING PAVED PAVED PAVEDAIRCRAFT PARKING AIRPORT PROPERTYDENSEBRUSHDENS E BRUS HDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHPAVEDPAVED PAVED PAVEDDENSE TREESPAVEDPAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKINGPAVED PARKING PAVED PAVED PAVEDAIRCRAFT PARKING AIRPORT PROPERTYDENSEBRUSHDENS E BRUS HDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHPAVEDPAVED PAVED PAVEDDENSE TREESR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E0.1 November 27, 2024 03:55:38pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\ESOW Phase1-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 200'JDBDKPJPTELECTRICAL SCOPE OF WORK PLANE0.195 OF 117N0SCALE 1" = 200400200LEGEND:SCOPE OF WORK - SCHEDULE A:EXISTING ELECTRICAL CONDUIT/DUCT BANKCONDUIT OR DUCT TO BE REMOVED (SCH. A)CONDUIT OR DUCT TO BE REMOVED (SCH. F)PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. (SCH. A)PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. (SCH. A)PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. (SCH. F)PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. (SCH. F)PROPOSED 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONALBORE (SCH. D)EXISTING CONCRETE HANDHOLEPROPOSED CONCRETE HANDHOLEPROPOSED TAXIWAY EDGE LIGHTEXISTING RUNWAY THRESHOLD/END/EDGE LIGHTEXISTING AIRFIELD GUIDANCE SIGNPROPOSED AIRFIELD GUIDANCE SIGN ON NEW OR EXISTINGBASEABBREVIATIONS ALVAIRFIELD LIGHTING VAULTATCTAIR TRAFFIC CONTROL TOWERA.T.S.AUTOMATIC TRANSFER SWITCHAWOSAUTOMATED WEATHER OBSERVATION SYSTEMBOREDIRECTIONAL BOREC, CNDTCONDUITCCRCONSTANT CURRENT REGULATORC.E.CONCRETE ENCASEDCLSMCONTROLLED LOW STRENGTH MATERIAL P-153D.B. DIRECT EARTH BURIAL(E) EXISTING EQUIPMENT OR FACILITYFAAFEDERAL AVIATION ADMINISTRATIONHHHANDHOLE (L-115)MITLMEDIUM INTENSITY TAXIWAY LIGHTS(N)NEW EQUIPMENT OR FACILITYPAPIPRECISION APPROACH PATH INDICATORP.O.C. POINT OF CONNECTION (WITH EXISTING CONDUIT OR DUCT)PVCPOLYVINYLCHLORIDE: CONDUIT MATERIALQTYQUANTITY(R) REMOVE EQUIPMENT OR FACILITY(RR)REMOVE AND REPLACE EQUIPMENT OR FACILITYRDRRUNWAY DISTANCE REMAININGREILRUNWAY END INDICATOR LIGHTRSARUNWAY SAFETY AREAR/W, RWYRUNWAYSCHSCHEDULETSATAXIWAY SAFETY AREAT/W, TWYTAXIWAYTYP.TYPICALU.O.N. UNLESS OTHERWISE NOTEDINSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER ON EXISTING BASE CAN.INSTALL NEW L-823 CONNECTOR KIT AND NEW L-824 5KV AIRFIELD CABLING AT EACH BASE CAN.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER ON NEW L-867 BASECAN. INSTALL NEW L-823 CONNECTOR KIT AND NEW L-824 5KV AIRFIELD CABLING.INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER, L-823 CONNECTORKIT, AND L-824 5KV AIRFIELD CABLING ON NEW L-868 BASE CAN.INSTALL NEW L-858 SIZE 2 LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW L-858 SIZE 2 LED GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING.INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING.INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.RECONFIGURE EXISTING EQUIPMENT IN EXISTING AIRFIELD LIGHTING VAULT TO MAKE SPACE FOR NEW CONSTANTCURRENT REGULATOR. RELOCATE EXISTING AUTOMATIC TRANSFER SWITCHES TO EXTERIOR OF BUILDING.INSTALL NEW L-824 5KV AIRFIELD CABLING IN NEW OR EXISTING CONDUIT / DUCT BANK FOR SEGREGATED TAXIWAY ALIGHTING CIRCUIT.TYP.TYP.RUNWAY 16-34TAXIWAY ATAXIWAY ATAXIWAY AA7A6A5A4A3A2A1TYP.E1.1E2.1E1.2E2.2E1.3E2.3E1.4E2.4E1.5E2.5SCOPE OF WORK - SCHEDULE DINSTALL NEW 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONAL BORE FROM AIRFIELD LIGHTING VAULT TO NEW HOMERUNHANDHOLES.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLES.INSTALL NEW H-20 TRAFFIC LOAD RATED CONCRETE HANDHOLES.INSTALL NEW AIRFIELD LIGHTING VAULT WITH (4) NEW CONSTANT CURRENT REGULATORS, NEW PILOT CONTROLLEDRADIO, NEW RELAY CABINET, AND NEW PATCH PANEL. RELOCATE EXISTING SERVICE PANEL, AUTOMATIC TRANSFERSWITCHES, AND AIRFIELD ELECTRICAL POWER AND CONTROLS EQUIPMENT TO REMAIN.SCOPE OF WORK - SCHEDULE F:INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER ON EXISTING BASE CAN.INSTALL NEW L-823 CONNECTOR KIT AND NEW L-824 5KV AIRFIELD CABLING AT EACH BASE CAN. (FOR ALL EXISTINGTAXIWAY EDGE LIGHTS SOUTH OF TAXIWAY A5)INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER ON NEW L-867 BASECAN. INSTALL NEW L-823 CONNECTOR KIT AND NEW L-824 5KV AIRFIELD CABLING. (FOR ALL TAXIWAY EDGE LIGHTS NORTHOF TAXIWAY A5)INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER, L-823 CONNECTORKIT, AND L-824 5KV AIRFIELD CABLING ON NEW L-868 BASE CAN.INSTALL NEW L-858 SIZE 2 LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW L-858 SIZE 2 LED GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING.INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING FOR ENTIRE PHASE 1 TAXIWAY A PROJECT LIMITS(TAXIWAY A AND CONNECTORS NORTH OF TAXIWAY A5), UON FOR OTHER CONDUIT/DUCT CONFIGURATIONS.INSTALL NEW L-824 5KV AIRFIELD CABLING IN NEW OR EXISTING CONDUIT / DUCT BANK FOR SEGREGATED TAXIWAY ALIGHTING CIRCUIT.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.NOTE: PROPOSED CONDUIT/DUCT TO BE DEMOLISHED OR INSTALLED AS PART OFSCHEDULE A SHOULD ALSO BE INCLUDED TO BE DEMOLISHED OR INSTALLED ASPART OF SCHEDULE F QUANTITIES IF SCHEDULE F IS SELECTED. MPH15TAXIWAY ARUNWAY 16-34TA X I W A Y A 7 KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.1 November 27, 2024 03:59:09pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E1.0-Phase 1 ELEC DEMO-090119000.dwg LUA24-000208C24003681ELECTRICAL DEMOLITION NOTES - SCHEDULE AMATCHLINE, SEE SHEET E1.2 TYP.------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 1 OF 5E1.196 OF 117N0SCALE 1" = 408040TYP.ELECTRICAL DEMOLITION NOTES - SCHEDULE FTYP.TYP.TYP.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.PROTECT EXISTING CONDUIT/DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.GENERAL NOTES:1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOTSPECIFICALLY CALLED OUT FOR DEMOLITION.2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES.3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FORTAXIWAY A LIGHTING CIRCUIT. TAXIWAY A AND TAXIWAY B CIRCUIT ISTO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR ISONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A OR WITHINTHE HOMERUN DUCT BANK.4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTINGPRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARYCIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TODEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THERUNWAY CIRCUIT WILL BE DISTURBED. PAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE AHEADLANEONETAXIWAY ATA X I W A Y A 6RUNWAY 16-34KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.2 November 27, 2024 03:59:23pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E1.0-Phase 1 ELEC DEMO-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 2 OF 5E1.297 OF 117MATCHLINE, SEE SHEET E1.1 MATCHLINE, SEE SHEET E1.3ELECTRICAL DEMOLITION NOTES - SCHEDULE AN0SCALE 1" = 408040ELECTRICAL DEMOLITION NOTES - SCHEDULE FTYP.GENERAL NOTES:1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOTSPECIFICALLY CALLED OUT FOR DEMOLITION.2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES.3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FORTAXIWAY A LIGHTING CIRCUIT. TAXIWAY A AND TAXIWAY B CIRCUIT ISTO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR ISONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A OR WITHINTHE HOMERUN DUCT BANK.4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTINGPRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARYCIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TODEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THERUNWAY CIRCUIT WILL BE DISTURBED.TYP.TYP.TYP.TYP.TYP.TYP.TYP.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIMD-1557.PROTECT EXISTING CONDUIT/DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING ELECTRICAL HANDHOLE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. AHEADLANEONE MPH15 MPH15RUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY AKEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.3 November 27, 2024 03:59:36pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E1.0-Phase 1 ELEC DEMO-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 3 OF 5E1.398 OF 117MATCHLINE, SEE SHEET E1.2 MATCHLINE, SEE SHEET E1.4 TYP.ELECTRICAL DEMOLITION NOTES - SCHEDULE AN0SCALE 1" = 408040HOMERUN DUCTBANKTO ALVELECTRICAL DEMOLITION NOTES - SCHEDULE FTYP.TYP.TYP.TYP.TYP.TYP.TYP.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIMD-1557.PROTECT EXISTING CONDUIT/DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND SPLICERUNWAY CABLE TOGETHER FOR CONTINUOUS CIRCUIT THROUGH THE BASE CAN. PROTECT EXISTINGBASE CAN IN PLACE DURING PAVING OPERATIONS. SALVAGE RUNWAY EDGE LIGHT FIXTURE ANDISOLATION TRANSFORMER FOR REINSTALLATION ON EXISTING BASE CAN.REMOVE EXISTING ELECTRICAL HANDHOLE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND SPLICERUNWAY CABLE TOGETHER FOR CONTINUOUS CIRCUIT THROUGH THE BASE CAN. PROTECT EXISTINGBASE CAN IN PLACE DURING PAVING OPERATIONS. SALVAGE RUNWAY EDGE LIGHT FIXTURE ANDISOLATION TRANSFORMER FOR REINSTALLATION ON EXISTING BASE CAN.GENERAL NOTES:1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOTSPECIFICALLY CALLED OUT FOR DEMOLITION.2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES.3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FORTAXIWAY A LIGHTING CIRCUIT. TAXIWAY A AND TAXIWAY B CIRCUIT ISTO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR ISONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A OR WITHINTHE HOMERUN DUCT BANK.4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTINGPRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARYCIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TODEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THERUNWAY CIRCUIT WILL BE DISTURBED. AIRCRAFT PARKINGAIRCRAFT PARKINGMPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A3KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.4 November 27, 2024 03:59:48pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E1.0-Phase 1 ELEC DEMO-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 4 OF 5E1.499 OF 117MATCHLINE, SEE SHEET E1.3 MATCHLINE, SEE SHEET E1.5N0SCALE 1" = 408040ELECTRICAL DEMOLITION NOTES - SCHEDULE AELECTRICAL DEMOLITION NOTES - SCHEDULE FTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIMD-1557.PROTECT EXISTING CONDUIT/DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND SPLICERUNWAY CABLE TOGETHER FOR CONTINUOUS CIRCUIT THROUGH THE BASE CAN. PROTECT EXISTINGBASE CAN IN PLACE DURING PAVING OPERATIONS. SALVAGE RUNWAY EDGE LIGHT FIXTURE ANDISOLATION TRANSFORMER FOR REINSTALLATION ON EXISTING BASE CAN.REMOVE EXISTING ELECTRICAL HANDHOLE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTMD-1557.PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND SPLICERUNWAY CABLE TOGETHER FOR CONTINUOUS CIRCUIT THROUGH THE BASE CAN. PROTECT EXISTINGBASE CAN IN PLACE DURING PAVING OPERATIONS. SALVAGE RUNWAY EDGE LIGHT FIXTURE ANDISOLATION TRANSFORMER FOR REINSTALLATION ON EXISTING BASE CAN.GENERAL NOTES:1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOTSPECIFICALLY CALLED OUT FOR DEMOLITION.2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES.3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FORTAXIWAY A LIGHTING CIRCUIT. TAXIWAY A AND TAXIWAY B CIRCUIT ISTO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR ISONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A OR WITHINTHE HOMERUN DUCT BANK.4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTINGPRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARYCIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TODEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THERUNWAY CIRCUIT WILL BE DISTURBED. MPH15MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34TAXIWAY A1KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.5 November 27, 2024 04:00:02pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E1.0-Phase 1 ELEC DEMO-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 5 OF 5E1.5100 OF 117MATCHLINE, SEE SHEET E1.4 N0SCALE 1" = 408040TYP.TYP.ELECTRICAL DEMOLITION NOTES - SCHEDULE AELECTRICAL DEMOLITION NOTES - SCHEDULE FTYP.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIMD-1557.PROTECT EXISTING CONDUIT/DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING ELECTRICAL HANDHOLE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTMD-1557.PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.REMOVE EXISTING ELECTRICAL HANDHOLE.GENERAL NOTES:1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOTSPECIFICALLY CALLED OUT FOR DEMOLITION.2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES.3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FORTAXIWAY A LIGHTING CIRCUIT. TAXIWAY A AND TAXIWAY B CIRCUIT ISTO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR ISONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A OR WITHINTHE HOMERUN DUCT BANK.4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTINGPRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARYCIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TODEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THERUNWAY CIRCUIT WILL BE DISTURBED. MPH15L-01L-02L-03L-04L-05L-06L-07L-08L-09L-10L-11L-12L-13L-14L-15L-16L-17L-18L-19L-20L-21L-22L-23L-24TAXIWAY ARUNWAY 16-34T A X I W A Y A 7 KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.1 November 27, 2024 04:05:27pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E2.0-Phase 1 LIGHTING-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5E2.1101 OF 117MATCHLINE, SEE SHEET E2.2ELECTRICAL CONSTRUCTION NOTES - SCHEDULE AN0SCALE 1" = 40804011(E) REILEQUIPMENT RACK(E) REIL11GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELDCABLING THROUGH NEW OR EXISTINGCONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY ALIGHTING CIRCUIT FOR BOTH SCHEDULE A ANDSCHEDULE F.TYP.TYP.ELECTRICAL CONSTRUCTION NOTES - SCHEDULE FTYP.TYP.1TYP.4455443TYP.6INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.PROTECT EXISTING CONDUIT/DUCT IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.1PROTECT EXISTING CONDUIT/DUCT IN PLACE.3PROTECT EXISTING HANDHOLE IN PLACE.4PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.63 AHEADLANEONEPAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE AHEADLANEONEL-25L-26L-27L-28L-29L-30L-31L-32L-33L-42L-41L-40L-39L-38L-37L-36L-35L-34L-43L-44L-51TAXIWAY ATA X I W A Y A 6RUNWAY 16-34KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.2 November 27, 2024 04:05:41pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E2.0-Phase 1 LIGHTING-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5E2.2102 OF 117MATCHLINE, SEE SHEET E2.1 MATCHLINE, SEE SHEET E2.3 1ELECTRICAL CONSTRUCTION NOTES - SCHEDULE AN0SCALE 1" = 4080401TYP.TYP.ELECTRICAL CONSTRUCTION NOTES - SCHEDULE F1TYP.1TYP.555546453TYP.3TYP.3TYP.3TYP.44453TYP.416GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELDCABLING THROUGH NEW OR EXISTINGCONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY ALIGHTING CIRCUIT FOR BOTH SCHEDULE A ANDSCHEDULE F.3INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.PROTECT EXISTING CONDUIT/DUCT IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALLEXISTING CIRCUITS DISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITSDISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEARESTJUNCTION STRUCTURE.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.1PROTECT EXISTING CONDUIT/DUCT IN PLACE.3PROTECT EXISTING HANDHOLE IN PLACE.4PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6 ATCT CLEARANCE REQUIREDAHEADLANEONE MPH 15 MPH15AHEADLANEONE MPH15 MPH15S-04S-01S-02S-05S-03RUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY AKEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.3 November 27, 2024 04:05:54pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E2.0-Phase 1 LIGHTING-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5E2.3103 OF 117MATCHLINE, SEE SHEET E2.2 MATCHLINE, SEE SHEET E2.4 1ELECTRICAL CONSTRUCTION NOTES - SCHEDULE AN0SCALE 1" = 4080404HOMERUN DUCTBANKELECTRICAL CONSTRUCTION NOTES - SCHEDULE FTYP.ELECTRICAL CONSTRUCTION NOTES - SCHEDULE D43GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHINGOPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITH DRAINAGE PLANS.3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELD CABLING THROUGH NEW OREXISTING CONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY A LIGHTING CIRCUITFOR BOTH SCHEDULE A AND SCHEDULE F.104393444444333TYP.3TYP.3TYP.3TYP.45541TYP.1TYP.78976TYP.INSTALL NEW 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONAL BORE FROM AIRFIELD LIGHTING VAULT TONEW HOMERUN HANDHOLES.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.INSTALL NEW H-20 TRAFFIC LOAD RATED CONCRETE HANDHOLE.INSTALL NEW AIRFIELD LIGHTING VAULT WITH (4) NEW CONSTANT CURRENT REGULATORS, NEW PILOTCONTROLLED RADIO, NEW RELAY CABINET, AND NEW PATCH PANEL. RELOCATE EXISTING SERVICEPANEL, AUTOMATIC TRANSFER SWITCHES, AND AIRFIELD ELECTRICAL POWER AND CONTROLSEQUIPMENT TO REMAIN.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.PROTECT EXISTING CONDUIT/DUCT IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON EXISTINGL-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALLEXISTING CIRCUITS DISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITSDISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEARESTJUNCTION STRUCTURE.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.REROUTE RUNWAY CIRCUIT CABLING THROUGH NEW SEGREGATED CONDUIT PATHWAY.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.1PROTECT EXISTING CONDUIT/DUCT IN PLACE.3PROTECT EXISTING HANDHOLE IN PLACE.4PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.7INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.9REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON EXISTINGL-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.10 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH15 AIRCRAFT PARKINGAIRCRAFT PARKINGMPH15 MPH15S-08S-07S-06R-02L-81L-82L-83L-84L-85L-95L-94L-93L-92L-91L-90L-89L-88L-96L-97L-99L-100L-101L-102L-103L-87L-86L-98TAXIWAY ARUNWAY 16-34TAXIWAY A3KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.4 November 27, 2024 04:06:08pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E2.0-Phase 1 LIGHTING-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5E2.4104 OF 117MATCHLINE, SEE SHEET E2.3 MATCHLINE, SEE SHEET E2.5 1238976N0SCALE 1" = 4080401015449344333373211ELECTRICAL CONSTRUCTION NOTES - SCHEDULE AELECTRICAL CONSTRUCTION NOTES - SCHEDULE FTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELDCABLING THROUGH NEW OR EXISTINGCONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY ALIGHTING CIRCUIT FOR BOTH SCHEDULE A ANDSCHEDULE F.3TYP.33TYP.1111122112INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.PROTECT EXISTING CONDUIT/DUCT IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON EXISTINGL-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALLEXISTING CIRCUITS DISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITSDISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEARESTJUNCTION STRUCTURE.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.REROUTE RUNWAY CIRCUIT CABLING THROUGH NEW SEGREGATED CONDUIT PATHWAY.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.1INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.2PROTECT EXISTING CONDUIT/DUCT IN PLACE.3PROTECT EXISTING HANDHOLE IN PLACE.4PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.7INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.9REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON EXISTINGL-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.10 MPH15MPH15MPH15MPH15 S-10S-09HH-01LT-03LT-02LT-01L-104L-106L-107L-108L-109L-110L-111L-115L-114L-113L-117L-118L-119L-120L-124L-125L-126L-127L-128L-112L-116L-122L-123L-121TAXIWAY A2 TAXIWAY ARUNWAY 16-34TAXIWAY A1KEYPLANR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.5 November 27, 2024 04:06:21pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E2.0-Phase 1 LIGHTING-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5E2.5105 OF 117MATCHLINE, SEE SHEET E2.4 916N0SCALE 1" = 408040(E) REIL(E) REIL EQUIPMENT RACK66533448ELECTRICAL CONSTRUCTION NOTES - SCHEDULE AELECTRICAL CONSTRUCTION NOTES - SCHEDULE FTYP.TYP.GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELDCABLING THROUGH NEW OR EXISTINGCONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY ALIGHTING CIRCUIT FOR BOTH SCHEDULE A ANDSCHEDULE F.3451513146121212111153TYP.1TYP.1TYP.612122222INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.PROTECT EXISTING CONDUIT/DUCT IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT,ISOLATION TRANSFORMER, AND #8 5KVAIRFIELD CABLING ON NEW L-868 BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALLEXISTING CIRCUITS DISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITSDISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEARESTJUNCTION STRUCTURE.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND L-824 NO. 8 5KV TYPE C AIRFIELDCABLING.REROUTE RUNWAY CIRCUIT CABLING THROUGH NEW SEGREGATED CONDUIT PATHWAY.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.1INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.2PROTECT EXISTING CONDUIT/DUCT IN PLACE.3PROTECT EXISTING HANDHOLE IN PLACE.4PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.9INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND L-824 NO. 8 5KV TYPE C AIRFIELDCABLING.11INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT,ISOLATION TRANSFORMER, AND #8 5KVAIRFIELD CABLING ON NEW L-868 BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.12INTERCEPT EXISTING ELECTRICAL HANDHOLE WITH NEW CONDUIT FOR NEW CONDUIT CROSSING UNDERFULL STRENGTH PAVEMENT.13INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALLEXISTING CIRCUITS DISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITSDISTRUBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEARESTJUNCTION STRUCTURE.14INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.15INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.16 L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-01STA. 3+40.91120.66' LT.L-867BTWY ABLUE3.1L-02STA. 3+10.7790.43' LT.L-867BTWY ABLUE3.1L-03STA. 2+74.0369.70' LT.L-867BTWY ABLUE3.1L-04STA. 2+33.4261.69' LT.L-867BTWY ABLUE3.1L-05STA. 2+13.5392.73' RT.L-867BTWY ABLUE3.1L-06STA. 2+26.9674.99' RT.L-867BTWY ABLUE3.1L-07STA. 2+59.7259.30' RT.L-867BTWY ABLUE3.1L-08STA. 2+97.3959.31' RT.L-867BTWY ABLUE3.1L-09STA. 3+59.7362.59' RT.L-867BTWY ABLUE3.1L-10STA. 4+37.1958.65' RT.L-867BTWY ABLUE3.1L-100STA. 43+91.2331.17' RT.L-867BTWY ABLUE3.1L-101STA. 45+46.6431.14' RT.L-867BTWY ABLUE3.1L-102STA. 46+52.9531.06' RT.L-867BTWY ABLUE3.1L-103STA. 47+02.6931.30' RT.L-867BTWY ABLUE3.1L-104STA. 47+78.2538.66' RT.L-867BTWY ABLUE3.1L-106STA. 48+53.1446.31' RT.L-867BTWY ABLUE3.1L-107STA. 48+89.6061.15' RT.L-867BTWY ABLUE3.1L-108STA. 49+04.4698.04' RT.L-867BTWY ABLUE3.1L-109STA. 49+06.76127.44' RT.L-867BTWY ABLUE3.1L-11STA. 4+62.5756.18' RT.L-867BTWY ABLUE3.1L-110STA. 49+09.36159.30' RT.L-867BTWY ABLUE3.1L-111STA. 49+03.76182.32' RT.L-867BTWY ABLUE3.1L-112STA. 50+10.20182.92' RT.L-867BTWY ABLUE3.1L-113STA. 49+97.33156.92' RT.L-867BTWY ABLUE3.1L-114STA. 49+99.30128.41' RT.L-867BTWY ABLUE3.1L-115STA. 50+01.8294.10' RT.L-867BTWY ABLUE3.1L-116STA. 50+55.8093.06' RT.L-867BTWY ABLUE3.1L-117STA. 51+13.8592.95' RT.L-867BTWY ABLUE3.1L-118STA. 51+73.4492.52' RT.L-867BTWY ABLUE3.1L-119STA. 52+17.9391.95' RT.L-867BTWY ABLUE3.1L-12STA. 5+27.2558.88' RT.L-867BTWY ABLUE3.1L-120STA. 52+18.6666.22' RT.L-867BTWY ABLUE3.1L-121STA. 52+18.6131.01' RT.L-867BTWY ABLUE3.1L-122STA. 52+79.6731.41' RT.L-867BTWY ABLUE3.1L-123STA. 53+36.5831.39' RT.L-867BTWY ABLUE3.1L-124STA. 53+89.9334.64' RT.L-867BTWY ABLUE3.1L-125STA. 54+44.4939.98' RT.L-867BTWY ABLUE3.1L-126STA. 54+99.5744.40' RT.L-867BTWY ABLUE3.1L-127STA. 55+56.5847.19' RT.L-867BTWY ABLUE3.1L-128STA. 56+01.0356.73' RT.L-867BTWY ABLUE3.1L-13STA. 5+79.0158.67' RT.L-867BTWY ABLUE3.1L-14STA. 6+31.8757.37' RT.L-867BTWY ABLUE3.1L-15STA. 6+82.0658.49' RT.L-867BTWY ABLUE3.1L-16STA. 6+91.0788.14' RT.L-867BTWY ABLUE3.1L-17STA. 7+41.0587.91' RT.L-867BTWY ABLUE3.1L-18STA. 8+10.5888.00' RT.L-867BTWY ABLUE3.1L-19STA. 8+80.5387.88' RT.L-867BTWY ABLUE3.1L-20STA. 9+29.6287.74' RT.L-867BTWY ABLUE3.1L-21STA. 9+27.8941.57' RT.L-867BTWY ABLUE3.1L-22STA. 9+41.3931.02' RT.L-867BTWY ABLUE3.1L-23STA. 9+91.4731.34' RT.L-867BTWY ABLUE3.1L-24STA. 11+24.4531.37' RT.L-867BTWY ABLUE3.1L-25STA. 13+07.2731.09' RT.L-867BTWY ABLUE3.1L-26STA. 14+90.9031.30' RT.L-867BTWY ABLUE3.1L-27STA. 16+72.9734.63' RT.L-867BTWY ABLUE3.1L-28STA. 16+86.2742.11' RT.L-867BTWY ABLUE3.1L-29STA. 16+86.4957.36' RT.L-867BTWY ABLUE3.1L-30STA. 16+64.72103.09' RT.L-867BTWY ABLUE3.1L-31STA. 16+39.54147.20' RT.L-867BTWY ABLUE3.1L-32STA. 16+18.39172.41' RT.L-867BTWY ABLUE3.1L-33STA. 15+91.90188.09' RT.L-867BTWY ABLUE3.1L-34STA. 17+33.46185.78' RT.L-867BTWY ABLUE3.1L-35STA. 17+17.89163.00' RT.L-867BTWY ABLUE3.1L-36STA. 17+19.08134.80' RT.L-867BTWY ABLUE3.1L-37STA. 17+32.13111.00' RT.L-867BTWY ABLUE3.1L-38STA. 17+46.0488.86' RT.L-867BTWY ABLUE3.1L-39STA. 17+84.7942.33' RT.L-867BTWY ABLUE3.1L-40STA. 18+06.7331.13' RT.L-867BTWY ABLUE3.1L-41STA. 18+56.5930.83' RT.L-867BTWY ABLUE3.1L-42STA. 19+60.8230.83' RT.L-867BTWY ABLUE3.1L-43STA. 21+14.5230.83' RT.L-867BTWY ABLUE3.1L-44STA. 22+68.6130.80' RT.L-867BTWY ABLUE3.1L-45STA. 23+73.3530.98' RT.L-867BTWY ABLUE3.1L-46STA. 24+22.9731.04' RT.L-867BTWY ABLUE3.1L-47STA. 24+44.1141.69' RT.L-867BTWY ABLUE3.1L-48STA. 24+53.0865.98' RT.L-867BTWY ABLUE3.1L-49STA. 24+40.7591.29' RT.L-867BTWY ABLUE3.1L-50STA. 23+50.34147.44' RT.L-867BTWY ABLUE3.1L-51181.94' RT.L-867BTWY ABLUE3.1L-51STA. 22+50.32181.94' RT.L-867BTWY ABLUE3.1L-52STA. 24+53.29191.10' RT.L-867BTWY ABLUE3.1L-53STA. 24+53.83186.13' RT.L-867BTWY ABLUE3.1L-54STA. 24+35.11182.16' RT.L-867BTWY ABLUE3.1L-55STA. 24+40.14162.12' RT.L-867BTWY ABLUE3.1L-56STA. 24+75.49127.84' RT.L-867BTWY ABLUE3.1L-57STA. 25+10.3094.10' RT.L-867BTWY ABLUE3.1L-58STA. 25+46.7560.08' RT.L-867BTWY ABLUE3.1L-59STA. 25+79.1539.58' RT.L-867BTWY ABLUE3.1L-60STA. 26+18.2030.69' RT.L-867BTWY ABLUE3.1L-61STA. 27+14.3130.61' RT.L-867BTWY ABLUE3.1L-62STA. 28+11.0030.73' RT.L-867BTWY ABLUE3.1L-63STA. 28+46.6646.17' RT.L-867BTWY ABLUE3.1L-64STA. 28+61.5982.87' RT.L-867BTWY ABLUE3.1L-65STA. 28+61.14116.91' RT.L-867BTWY ABLUE3.1L-66STA. 28+60.78151.15' RT.L-867BTWY ABLUE3.1L-67STA. 28+46.00179.10' RT.L-867BTWY ABLUE3.1L-68STA. 28+19.58191.08' RT.L-867BTWY ABLUE3.1L-69STA. 29+29.45178.30' RT.L-867BTWY ABLUE3.1L-70STA. 29+16.97152.51' RT.L-867BTWY ABLUE3.1L-71STA. 29+16.14116.46' RT.L-867BTWY ABLUE3.1L-72STA. 29+15.8282.05' RT.L-867BTWY ABLUE3.1L-73STA. 29+31.2045.54' RT.L-867BTWY ABLUE3.1L-74STA. 29+67.4130.98' RT.L-867BTWY ABLUE3.1L-75STA. 30+17.1830.78' RT.L-867BTWY ABLUE3.1L-76STA. 30+88.6930.97' RT.L-867BTWY ABLUE3.1L-77STA. 32+09.5731.14' RT.L-867BTWY ABLUE3.1L-78STA. 33+30.9630.94' RT.L-867BTWY ABLUE3.1L-79STA. 34+51.8531.18' RT.L-867BTWY ABLUE3.1L-80STA. 35+23.0031.01' RT.L-867BTWY ABLUE3.1L-81STA. 35+72.9431.12' RT.L-867BTWY ABLUE3.1L-82STA. 36+07.1343.85' RT.L-867BTWY ABLUE3.1L-83STA. 36+73.20102.48' RT.L-867BTWY ABLUE3.1L-84STA. 37+35.00163.77' RT.L-867BTWY ABLUE3.1L-85STA. 37+38.76181.03' RT.L-867BTWY ABLUE3.1L-86STA. 37+21.75185.30' RT.L-867BTWY ABLUE3.1L-87STA. 37+21.76189.98' RT.L-867BTWY ABLUE3.1L-88STA. 40+11.89189.86' RT.L-867BTWY ABLUE3.1L-89STA. 39+46.33181.55' RT.L-867BTWY ABLUE3.1L-90STA. 38+74.01164.80' RT.L-867BTWY ABLUE3.1L-91STA. 38+05.31138.36' RT.L-867BTWY ABLUE3.1L-92STA. 37+42.1799.80' RT.L-867BTWY ABLUE3.1L-93STA. 37+28.6767.91' RT.L-867BTWY ABLUE3.1L-94STA. 37+38.5043.38' RT.L-867BTWY ABLUE3.1L-95STA. 37+67.9531.18' RT.L-867BTWY ABLUE3.1L-96STA. 38+16.9731.21' RT.L-867BTWY ABLUE3.1L-97STA. 39+23.3731.27' RT.L-867BTWY ABLUE3.1L-98STA. 40+79.1131.34' RT.L-867BTWY ABLUE3.1L-99STA. 42+35.0231.18' RT.L-867BTWY ABLUE3.1SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUIT# OF MODULESS-01STA. 25+17.65124.62' RT.E3.3TWY A4S-02STA. 26+60.7858.19' RT.E3.3TWY A1S-03'TWY A' 28+34.7988.61' RT.E3.3TWY A2S-04STA. 29+41.94101.44' RT.E3.3TWY A4S-05STA. 32+99.6057.79' RT.E3.3TWY A1S-06STA. 36+03.0179.05' RT.E3.3TWY A2S-07STA. 37+45.6367.33' RT.E3.3TWY A4S-08STA. 46+24.8657.90' RT.E3.3TWY A1S-09STA. 48+78.20110.69' RT.E3.3TWY A4S-10STA. 55+17.5571.99' RT.E3.3TWY A2RUNWAY FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILR-01STA. 24+23.54191.20' RT.L-868BCKTWHT | WHTE3.2R-02STA. 38+12.43190.06' RT.L-868BCKTWHT | WHTE3.2L-852T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILLT-01STA. 56+17.3948.24' LT.L-868BTWY ABLUE3.2LT-02STA. 55+72.0735.99' LT.L-868BTWY ABLUE3.2LT-03STA. 55+26.4034.70' LT.L-868BTWY ABLUE3.2R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.6 November 27, 2024 04:06:30pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E2.0-Phase 1 LIGHTING-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLESE2.6106 OF 117 R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.1 November 27, 2024 04:11:12pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E3.0-ELEC DETAILS-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 1 OF 6E3.1107 OF 117(E) L-867 BASECAN10' COIL OF SLACK CONDUCTOR (FROMCONDUIT TO TRANSFORMER)L-830 ISOLATION TRANSFORMER SETON BRICK PER FAA STANDARDSL-823 CONNECTOR KITFRANGIBLE COUPLINGLIGHT BASE COVER48" LENGTH OF #6 BC GROUND.BOND TO INTERNAL BASE 3-HOLEGROUNDING LUG & BOLT TOFIXTURE BASE PLATE.#6 BC GROUND CONNECT TOEXTERNAL BASE GROUNDING LUG.14"MEDIUM INTENSITYTAXIWAY EDGE LIGHT LEDL-861T(L)ELEVATED TAXIWAY EDGE LIGHT FIXTURE ON EXISTING BASECANGENERAL NOTE:ALL HARDWARE (BOLTS, NUTS &WASHERS) SHALL BE STAINLESSSTEEL PER SPECIFICATIONS.FRANGIBLE COUPLINGLIGHT BASE COVERMEDIUM INTENSITY LED TAXIWAY EDGELIGHT L-861T(L)BELL END FITTING, EXTEND 1-1/2" INTO BASE CAN. SEE CIVIL DRAWINGS FORPAVEMENT SECTIONSL-867, CLASS 1, 12" DIA,(24" DEEP) LIGHTBASECOUPLING & CONDUIT EXTENSION INTO BASE. NOTE: SHOULDSIGNIFICANT MISALIGNMENT OCCUR BETWEEN THE CONDUIT ANDBASE CENTERLINE, THE LIMITED USE OF LIQUIDTIGHT FLEXIBLECONDUIT SHALL BE ALLOWED.6"CONNECTOR KITL-823 CONNECTORKIT(N) 2" PVC CONDUITSUBGRADEL-830 ISOLATION TRANSFORMER SETON BRICK PER FAA STDS10' COIL OF SLACK CONDUCTOR (FROMCONDUIT TO TRANSFORMER)48" LENGTH OF #6 BC GROUND. BOND TO3-HOLE BASE GROUNDING LUG & BOLT TOFIXTURE BASE PLATE GROUNDING LUG.#6 BC GROUND CONNECT TOINTERNAL BASE 3-HOLEGROUNDING LUG.BEDDING/BACKFILL PER SPECS(N) 2" PVC CONDUITP-610 (4000 PSI) CONCRETEENCASEMENT 6" ALLAROUNDINSTALL 3/4" Ø X 10' COPPER GROUND ROD,SEE DETAILS ON DRAWING.MIN. 6" OF 3/4" GRAVELBEDDING/BACKFILL22" NOMINAL24"x24"x24" SUMP, FILL WITH NOMINAL3/4" AGGREGATE1" PVC DRAIN PIPE, SET ATBOTTOM OF BASE CANPOINT OF REFERENCE - CENTER OFBASE CAN, SEE DATA TABLESELEVATED TAXIWAY EDGE LIGHT FIXTURE ON NEW BASE CAN14" ------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 2 OF 6E3.2108 OF 117R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.2 November 27, 2024 04:11:15pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E3.0-ELEC DETAILS-090119000.dwg LUA24-000208C24003681ASPHALT PAVEMENTCONCRETE ENCASEMENT(P-610) 12" ALL AROUNDLOWER SECTION OF BASE24" DEEP SIZE 'B' L-868BASEL-830 ISOLATIONTRANSFORMERSET ISOLATIONTRANSFORMER ONBRICK PER FAASTANDARDS#6 BC CONNECT FROM EXTERNAL BASEGROUNDING LUG TO GROUND RODBELL END EXTEND 1-12"INTO BASE (TYP.)6' COIL OF SLACKCONDUCTOR12" DIASUBGRADE, SEECIVIL DRAWINGS3"12" MIN.IN-PAVEMENT EDGE LIGHT FIXTUREFLANGE RING, ONE SPACER (1/2", 1/4" OR 1/8" ASREQUIRED) AND 4" EXTENSION WITH P-605SEALANT BETWEEN BASE CAN AND ASPHALTPAVEMENT#6 B.C. COUNTERPOISEAT TOP OF CONCRETEENCASEMENTREFER TO CIVILPAVEMENTSECTIONS2" PVC CONDUIT WITH MIN. 3" CONCRETESURROUND (TYP BOTH SIDES, OTHERSIDE NOT SHOWN FOR CLARITY OFSTRUCTURAL SECTION)REBAR CAGE, SEEDETAIL 3 THIS SHEET36" DIA. EXCAVATION48" LENGTH OF #6 BC GROUND. CONNECT TOINTERNAL BASE 3-HOLE GROUNDING LUG &BOLT TO FIXTURE BASE PLATE.BASE/FIXTURE ALIGNMENT NOTES:BASE SHALL BE INSTALLED TO ASSURE:1.FIXTURE IS LEVEL IN BOTH AXES.2.FIXTURE ALIGNMENT IS PARALLEL TO THE R/W CENTERLINE.3.THE "UPHILL" SIDE, TOP OF FIXTURE FLANGE IS FLUSHW/PAVEMENT.CONCRETE SUPPORTBLOCK, (MIN 3)NO. 5 REBAR, BOTHDIRECTIONS, WIRETIE ALLINTERSECTIONS24"24"6" TYP.6" TYP.ISO-ELEVATIONPLAN(5) NO. 5, 20" LONG REBARSEQUAL SPACING (72 DEG.),WELDED TO RING (INSIDE)NO. 3 REBAR,(4) CONTINUOUS RINGSPIRALS SPACED AT6" +/- BETWEEN,24" NOMINAL DIAMETERPVC CONDUITL-868 BASESIZE 'B'MIN. 3"CLEAREDGE OF COREDRILLREBAR MATMIN. 3"CLEAR3" MINBOTTOM OF EXCAVATIONREBAR MATIN-PAVEMENT TAXIWAY EDGE LIGHT FIXTURE ON NEW L-868 BASECAN IN ASPHALTREINFORCING STEEL FOR IN-PAVEMENT FIXTURECONDUIT REPAIR1.MEASUREMENT SHALL BE THE NUMBER OF 5' REPLACED SECTIONS OF CONDUIT COMPLETEDIN PLACE INCLUDING SPLICING, NEW CONDUIT, BACKFILL, COMPACTION, COUNTERPOSE,PLASTIC, WARNING TAPE, TOPSOIL, AND SEEDING.2.PAYMENT SHALL BE AT THE CONTRACT UNIT PRICE FOR "CONDUIT REPAIR" PER EACH 5'REPLACED SECTION. THIS PRICE SHALL BE FULL COMPENSATION FOR FURNISHING ALLLABOR, EQUIPMENT, MATERIALS, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THEWORK.NOTES:5' MINFINISHGRADECOUNTERPOISE CONDUCTOR,6" ABOVE CONDUIT(S)DETECTABLE WARNING TAPEBURIED 6" ABOVE CONDUITPATCH EXISTING CONDUIT,MATCH EXISTING (TYP)SURFACE RESTORATION,2" TOPSOIL AND SEED PERT-901BACKFILL WITHNATIVE EXCAVATEDMATERIAL COMPACTTO 95% OF ASTMD-1557 ------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 3 OF 6E3.3109 OF 117NEW AIRFIELD GUIDANCE SIGN ON NEW BASE12" DIA, 24" DEEP L-867 BASE WITHISOLATION TFMR (NOTE 2). PROVIDEW/ BRICK SUPPORT PER FAA STDS.2" RGS CONDUIT W/ COUPLING FOR2" PVC CONDUIT. STUB OUT IN 3DIRECTIONS, CAP UNUSED CONDUITAT EDGE OF BASE.2" PVC SWEEPPOWER LEG/SUPPORT, VERIFY WITHEACH SIGN SIZE.#4 REBAR TIECOORDINATE W/ SIGNMANUFACTURER FOR EXACT BOLTPATTERN1.VERIFY ALL DIMENSIONS OF SIGN FACES, SIGN PEDESTALS, AND SIGN FACE SPACING WITH MANUFACTURER BEFORE INSTALLATION.2.PROVIDE NEW TRANSFORMERS WITH NEW SIGNS, SIZE PER MANUFACTURERS RECOMMENDATIONS.3.SEE E2 SERIES DRAWINGS FOR SIGN CONTENTS AND LOCATIONS.4.REFER TO DETAIL 3/E3.3 FOR GRADING DETAIL AROUND SIGN BASES AS REQUIRED TO MEET BASE REVEAL SLOPE REQUIREMENTS.REFER TO (DWGS E2 SERIES) FOR INDIVIDUAL SIGN SIZES.COORDINATE EXACT BASE DIMENSIONS WITH SIGN DIMENSIONS. NOTE:SIGN SIZEBASE DIMENSIONSONE MODULETWO MODULETHREE MODULEFOUR MODULE272" L x 24" W108" L x 24" W144" L x 24" W180" L x 24" WVERIFYWITHMFGRANCHORS FOR SIGNS SHALL BE 1/2" DIA. HILTI QUICKBOLTS TYP. AT ALL NEW SIGN BASES. 4 EACHSUPPORT - VERIFY WITH MANUFACTURERDIM. PER MANUFACTURER.2" PVC SWEEP24"x24"x24" SUMP, FILL WITH NOMINAL3/4" AGGREGATE2" CONDUIT3/4" X 10'-0" GROUND ROD W/ 2" C SLEEVE THROUGHCONCRETE FOUNDATION.1" PVC DRAIN PIPE, SET ATBOTTOM OF BASE CANPOINT OF REFERENCE - NEAREDGE OF SIGN SEE LAYOUTDRAWINGS FOR DIMENSION.FRANGIBLE COUPLINGTYP ALL LEGSNEW FAA SIZE 2,CLASS 2 LIGHTEDGUIDANCE SIGN1" CHAMFER (TYP.)FINISH GRADEPRECAST P-610 CONCRETE BASE,SEE BASE DIMENSION SCHEDULEFOR LENGTHEXISTING MATERIAL10:110:1MAX.MAX.4:1MAX.DITCHGRADERLIMITS OF SIGNBASE GRADINGWITHIN DITCH 4'MAXIMUMMODIFIEDGRADINGCONTOURSCONCRETE SIGNBASEPROPOSEDGRADINGR© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.3 November 27, 2024 04:11:17pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E3.0-ELEC DETAILS-090119000.dwg LUA24-000208C24003681EXISTING L-867 BASE WITH NEWISOLATION TRANSFORMER2" PVC SWEEPPOWER LEG/SUPPORT, VERIFYEXISTING LOCATION PRIOR TOORDERING NEW SIGNS#4 REBAR TIECOORDINATE W/ SIGNMANUFACTURER FOR EXACT NEWBOLT PATTERNANCHORS FOR SIGNS SHALL BE 1/2" DIA. HILTI QUICKBOLTS TYP. AT ALL NEW SIGN BASES. 4 EACHSUPPORT - VERIFY WITH MANUFACTURERDIM. PER MANUFACTURER.2" PVC SWEEP2" CONDUITEXISTING GROUND ROD W/ 2" C SLEEVE THROUGHCONCRETE FOUNDATION.12"EXISTING DRAIN PIPE, SET ATBOTTOM OF BASE CAN30"FRANGIBLE COUPLINGTYP ALL LEGSNEW FAA SIZE 2,CLASS 2 LIGHTEDGUIDANCE SIGN1" CHAMFER (TYP.)FINISH GRADEEXISTING CONCRETE BASEEXISTING MATERIALNEW AIRFIELD GUIDANCE SIGN ON EXISTING BASEGRADING DETAIL AROUND SIGN BASE R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.4 November 27, 2024 04:11:18pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E3.0-ELEC DETAILS-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 4 OF 6E3.4110 OF 1171.SEE PLANS FOR REQUIRED DUCT SECTIONS. ALL OF THE SECTIONS SHOWN ON THIS DRAWING MAY NOT BE USED ON THIS PROJECT.2.PROVIDE PULL WIRES IN ALL (NEW) UNUSED CONDUITS. PLUG ENDS IN HANDHOLES AND MANHOLES.3.WARNING TAPE REQUIRED WHEN DUCTS ARE INSTALLED IN AREAS NOT BELOW FULL STRENGTH PAVEMENT.4.4000 PSI P-610 CONCRETE ENCASE UNDER FULL STRENGTH PAVEMENT AND AS OTHERWISE INDICATED ON PLANS.5.NOT USED.6.REFER TO SPECIFICATION ITEM L-110 FOR CONDUIT/DUCT SPACER SYSTEM.7.INSTALL LIGHTING SERIES CIRCUITS AS FOLLOWS:7.1.ONE CIRCUIT (1 OR 2 CONDUCTORS) PER 2"C. LIMIT 4"C TO NO MORE THAN (8) CONDUCTORS.7.2.START INSTALLATION IN BOTTOM CONDUITS OF DUCT ARRAY, LEAVING THE UPPER CONDUITS EMPTY.A: 1-2"C(UNLESS OTHERWISEINDICATED ON PLANS)TYPICAL TRENCH SECTION - DIRECT BURIEDTYPICAL TRENCH SECTION - CONCRETE ENCASEDBOTTOMOF TOPSOILWIDTH ASREQUIRED3"4" MIN2" MIN4" MIN12"4"24" (MIN)WARNING TAPE(NOTE 3)#6 B.C. OR #1/0COUNTERPOISESAND ORP-153FLOWABLEFILLSCH. 40 PVCNATIVE BACKFILL ORFLOWABLE FILL2" SCH. 80 HDPECONDUIT(E)AC PAVEMENT(E)BASE COURSE(E)SUB BASE#6 B.C.COUNTERPOISE36" (MIN)TYPICAL TRENCH SECTION - DIRECTIONAL BOREBOTTOM OF P-209WIDTH ASREQUIRED3"4" MIN2" MIN4" MIN12"4"36" (MIN)WARNING TAPE(NOTE 3)#6 B.C.COUNTERPOISEP-610CONCRETEENVELOPESCH. 40 PVCFLOWABLE FILLBACKFILLCONDUIT DUCT SECTIONCONDUIT DUCT SECTIONB: 2-2"C18" RADIUS, MINIMUM (TYP)CADWELD OR EQUAL3/4"x10'-0" SECTIONAL COPPERWELDGROUND RODDRIVING STUDSECTIONAL ROD COUPLINGBARE COPPER CABLECADWELD OR EQUALBARE COPPER CABLEEDGE LIGHT GROUNDING DETAILCOUNTERPOISE SYS. GROUND ROD DETAILCOUNTERPOISE SYS. GROUND DETAIL3/4"x10'-0" SECTIONALCOPPERWELD GROUND RODCADWELD OR EQUAL#6 SOLID BARECOPPER CABLE, TYP.18" RADIUS, MINIMUM (TYP)CADWELD OREQUALDRIVING STUDSECTIONAL ROD COUPLINGTO LIGHT FIXTURE BASEEXTERIOR GROUNDINGLUGPLUG KITS SHALL BE PROVIDED WITH INTEGRALPULL-OVER-SLEEVE TYPE WATER SEAL. (AMERACE 'SUPER KIT'OR EQUAL).THE SPLICE KIT CONNECTOR ENDS SHALL BE COVERED WITH ANAPPROVED HEAT-SHRINKABLE TUBING WITH INTERNAL ADHESIVE BEYONDTHE CONNECTOR ENDS. (NOTE 4.)CABLE PREPARATION (NOTE 2.)CABLE CRIMPING (NOTE 3.)FOR SPLICES INSIDE CAN, JUNCTION BOXES AND HANDHOLESL-823 LOAD PLUG ENDL-823 LINE RECEPTACLE END1.PROVIDE MALE AND FEMALE L-823 CONNECTORS AS REQUIRED ON EACH CONDUCTOR IN EACH BASE, HANDHOLE OR MANHOLE IN THE FIELDCIRCUIT. THERE SHALL BE NO SPLICES BETWEEN LIGHTS, ONLY IN BASES OR HANDHOLES. AS MUCH AS PRACTICAL, HOMERUN CIRCUITSFROM THE FIELD CIRCUIT CONNECTION INTO THE MAIN DUCT SYSTEM BACK TO THE AIRFIELD LIGHTING VAULT SHALL BE INSTALLED WITHOUTSPLICES.2.ALL CABLE ENDS SHALL BE PREPARED WITH THE USE OF A TAPERING TOOL SPECIFICALLY DESIGNED FOR USE WITH L-824 CABLES.3.PLUG AND RECEPTACLE END FITTINGS SHALL BE CRIMPED ONTO THE CONDUCTOR BY USE OF AN AIRPORT PERSONNEL ACCEPTED HANDHELDRATCHETING TYPE CRIMPING TOOL. EACH CABLE TERMIANTION SHALL BE SECURED BY TWO CRIMPS.4.ALL CABLE CONNECTORS SHALL BE MADE WITH L-823 CONNECTOR AND WITH AN 8" (APPROXIMATE) LENGTH OF HEAT-SHRINKABLE RUBBERSHEATH OVER THE EACH END OF THE PLUG ASSEMBLY.5.AT THE POINT OF CONNECTION WITH THE EXISTING FIELD CIRCUITS, INSTALL NEW L-823 PLUGS ON BOTH THE NEW AND EXISTING CABLES.VERIFY INSULATION TYPES OF BOTH NEW AND EXISTING CABLES AND COORDINATE WITH TERMINATION KITS TO ASSURE PROPER ANDWATERPROOF FIT.6.HEAT SHRINK MATERIAL MAY BE ELIMINATED FROM THE PORTION OF THE SPLICE KIT WHICH IS PART OF AN UN-MODIFIED FACTORY ASSEMBLYFOR AN ISOLATION TRANSFORMER.NOTES:4"(TYP)4"(TYP)"SUPER KIT" TYPICAL 5kV CABLE SPLICE R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.5 November 27, 2024 04:11:20pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E3.0-ELEC DETAILS-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 5 OF 6E3.5111 OF 117ALL COUNTERPOISE WIRES FOR DUCT BANKSAND CONDUITS TO BE CLAMPED TOCOUNTERPOISE LOOP AROUND STRUCTUREDUCT ARRAY#6 SOLID BARE COPPERCOUNTERPOISE AROUNDSTRUCTURE.HANDHOLE12" CLEAR(TYP)GROUND ROD STATIONDUCT ARRAY(TYP OF 2)GROUND ROD. BONDTO INTERNAL GROUNDLUGINSTALL GROUND BUS, #4/0 BARESTRANDED COPPER PER SPECIFICATIONL-115. DUCTILE IRON LID FOR HANDHOLEMUST BE BONDED TO THE GROUND ROD.CABLE RACKING DETAILHANDHOLE COUNTERPOISE DETAILCABLE TAGS IN MANHOLES AND HANDHOLESMANHOLES, PULLBOXES AND HANDHOLES.1. INSTALL CABLE TAGS ON ALL CABLES INGENERAL NOTES:TWY A9/32" DIAMETER HOLE2" ROUND, 20 GAUGESTAMPED INTO TAG.1/4" HIGH CABLE IDENTIFIERSTAINLESS STEEL TAG,CABLE TIE, BAND-IT #AE611TYPE 316 STAINLESS STEELTHICK NYLON COATED,.276W x 6"L x. 010"CABLEDUCTBANK1.PROVIDE GALVANIZED STEEL RACK ARMS, BOLTED TO CHANNELS INSET INHANDHOLE WALLS. PROVIDE MINIMUM (2) CHANNEL INSETS AND ARMS FOREVERY WALL.2.CABLE RACKING SHALL BE LIMITED TO THE UPPER HALF OF THE HANDHOLE.3.PROVIDE CIRCUIT TAGS FOR EVERY L-823 CABLE SPLICE.4.PROVIDE A MINIMUM OF TEN FEET OF CABLE BETWEEN ENTRY POINT ANDL-823 SPLICE.5.RACK CABLES ON SIDE(S) OF ENTRY/EXIT CONDUITS.6.DUCT/CONDUIT ARRAY SHALL ENTER HANDHOLE IN LOWER HALF OF THEHANDHOLE.7.PROVIDE BELL END FOR EVERY CONDUIT IN THE ARRAY.8.GROUT AROUND/BETWEEN CONDUITS & CONCRETE WALL.CONCRETEHANDHOLELOWER SECTIONTOP SECTION*30"x 30" (CLEAR OPENING)DUCTILE IRON COVER W/ CASTIRON FRAME, OPENING ASSIST,STAINLESS STEEL, DOUBLETORSION SPRING ASSEMBLY.(AASHTO H-20 LOAD RATED)STRUCTURES TO BEINSTALLED SO THAT LIDS OPENTOWARD RUNWAY ORTAXIWAY CENTERLINE.1.ALL STEEL, OTHER THAN REBAR, TO BE HOT DIPPED GALVANIZED AFTERFABRICATION.2.PROVIDE ALL HANDHOLES WITH CABLE RACKS & PULING EYES PER SPECS.3.INSTALL HANDHOLES PARALLEL TO ADJACENT R/W OR T/W CENTERLINE.4.PROVIDE GROUND ROD FOR EACH HANDHOLE PER SPECS.5.GROUT ALL CONDUIT PENETRATIONS.6.PROVIDE MANUFACTURER'S DRAWINGS AND STRUCTURAL CALCULATIONSFOR ALL CONCRETE ELEMENTS OF HANDHOLES AND FABRICATED TRAFFICLIDS.7.NOTE; DO NOT CONNECT COUNTERPOISE TO GROUNDING SYSTEM. ROUTEAROUND HANDHOLES.SET TOP 1/2" ABOVEADJACENT PAVEMENT OR 1"ABOVE ADJACENT GRADEDEPTH MAY VARY TOACCOMMODATEDUCT/CONDUITGRADINGSIDE WALL KNOCKOUT (ASREQUIRED)GROUND ROD. PROVIDE KNOCKOUTTHROUGH FLOOR. GROUT AFTERINSTALLATION.MINIMUM 12" BED OF 3/4" NOMINALCRUSHED ROCKFLUSH PULL IRON1" THREADED INSERTSTHIN 18"x18" WALLKNOCKOUTS (ASREQUIRED)PULLING EYECOVER RECESSR/W OR T/WCLSWING#6 GREEN STR. GROUND. BONDTO GROUND ROD & FRAMEGROUND LUG. INSTALL GROUNDLUG ON COVER FRAMEASSEMBLY WITH BOND JUMPERTO LIFT LID.36"x 36" (CLEAR OPENING) DUCTILEIRON COVER W/ CAST IRON FRAME,OPENING ASSIST, STAINLESS STEEL,DOUBLE TORSION SPRING ASSEMBLY.(AIRCRAFT LOAD RATED)CORE DRILL OR SIDE WALLKNOCKOUT (AS REQUIRED)GROUND ROD LOCATION AT NON-FAAHANDHOLE. PROVIDE 1" PVC SLEEVETHROUGH FLOOR. GROUT AFTERINSTALLATION.MINIMUM 12" BED OF 3/4" NOMINALCRUSHED ROCK12" DIA SUMP18"x18" THIN WALLKNOCKOUTS (TYP 1EACH WALL, 4 TOTAL)COVER FRAMECAST IN TOPSECTIONCOMPACT BASE OFEXCAVATION TO 95% PERSPEC P-152.LIP JOINT W/ CONSEAL MASTICSEALANTRECESSED PULLING IRON. 1 EACHCORNER, 4 TOTALDEPTH MAY VARY TOACCOMMODATE DUCT/CONDUITGRADINGSET TOP TO 2" ABOVE FINISHED GRADEOR 1/2" ABOVE ADJACENT PAVEMENT.#6 GREEN STR. GROUND. BONDTO GROUND ROD & FRAMEGROUND LUG. INSTALL GROUNDLUG ON COVER FRAMEASSEMBLY WITH BOND JUMPERTO LIFT LID.8" DIA SUMPSTRUCTURES TO BEINSTALLED SO THAT LIDS OPENTOWARD RUNWAY ORTAXIWAY CENTERLINE.R/W OR T/WCLS W I N GHANDHOLE - TYPE II (AASHTO H-20 LOAD RATED)HANDHOLE - TYPE I (AIRCRAFT LOAD RATED) R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.6 November 27, 2024 04:11:23pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E3.0-ELEC DETAILS-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 6 OF 6E3.6112 OF 117STEP 1CONTRACTOR TO SURVEY BASE CAN LOCATIONS PRIORTO MILLING OPERATIONS.STEP 2REMOVE LIGHT FIXTURE, HARDWARE, ISOLATIONTRANSFORMER, AND SPLICE KITS. CORE DRILL TOREMOVE BASE CAN EXTENSION AND SPACERS.STEP 3PLACE 3/4" PLYWOOD MUD COVER OR METAL COVERWITH CONCENTRIC RING PATTERN ON TOP OF BASECAN.BOLTED 3/4" PLYWOOD MUD COVEROR METAL COVER WITHCONCENTRIC RING PATTERN.STEP 4TOP SECTION OF PCC PAVEMENT TO BE MILLED ATVARIABLE DEPTH APPROXIMATELY 2.5-3". SEE CIVILDEMOLITION PLANS FOR DETAIL. PLACE 3" SANDBACKFILL ON TOP OF CAN COVER.VARIABLEMILL DEPTHVARIABLEMILL DEPTHSTEP 5PAVE 3" ASPHALT OVERLAY. SEE CIVIL TYPICALPAVEMENT SECTION SHEET C101 AND CIVIL PAVEMENTPLANS FOR DETAIL.STEP 6CORE DRILL 14" DIAMETER HOLE CENTERED ON BASECAN. REMOVE MUD COVER AND SAND AND CLEAN OUTALL DEBRIS FROM BASE CAN.STEP 7REINSTALL SALVAGED ISOLATION TRANSFORMER ANDSPLICE KITS. INSTALL SALVAGED EXTENSION,SPACER/RING(S) AND FLANGE RING TO ADJUST TO NEWFINISHED GRADE. SEAL ANNULAR GAP WITH P-606SEALANT. REINSTALL SALVAGED LIGHT FIXTURESEMI-FLUSH WITH NEW FINISHED GRADE.SEEAE201SALVAGED IN-PAVEMENT LIGHTFIXTUREEXTENSION: LENGTH ASREQUIREDMAXIMUM (3) SPACERS ASREQUIRED(1/4" MIN, 1" MAX)ASPHALT OVERLAYL-868 BASE CAN0.125" MAX.TOOL ASPHALT TO ACCOMMODATEDIFFERENTIAL BETWEEN FLANGERING AND FINISHED GRADE.AE201SPACER DETAILN.T.S.P-606 SEALANT1.USE FLANGE RING AND SPACERS AS NECESSARY TO ADJUSTIN-PAVEMENT LIGHT FIXTURE TO FINISHED GRADE.2.TOP OF BASE CAN REINFORCING REBAR CAGE IS APPROXIMATELY5" FROM EXISTING PCC PAVEMENT SURFACE.3.REFER TO DETAIL 1 SHEET E3.2 FOR FULL IN-PAVEMENT LIGHTFIXTURE DETAIL.1E201NEW PAVEMENT SECTION - IN-PAVEMENT LIGHT FIXTURE INSTALLATION SEQUENCE (STEP 1 THROUGH 7)N.T.S.~17.5" PCCP-610P-606 SEALANT~5" TOTOP OFREBAR3" AC OVERLAYDEPTHP-610 ANCHOR#6 AWG B.S. CU.COUNTERPOISE(E) CONDUIT34" DIA. BY 10' COPPERCLAD STEEL GND RODW/ #6 BARE COPPERWIRE CONNECTIONEXISTING PORTLANDCEMENT CONCRETE3" SAND BACKFILL R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:4.1 November 27, 2024 04:14:39pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E4.0-VAULT IMPROVEMENT-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTAIRFIELD LIGHTING VAULT DEMOLITION PLANE4.1113 OF 117SYMEQUIPMENT SCHEDULEDESCRIPTIONEXISTING 24"x24"x7" L-841 RELAY CABINET TO BE RELOCATEDEXISTING PILOT-CONTROLLED RADIO L-854(B) TO BE RELOCATEDEXISTING 34"x20"x72" ATS-L TO BE RELOCATEDEXISTING PILOT-CONTROLLED RADIO L-854(A) TO REMAIN IN PLACEEXISTING PANEL 'LA' TO REMAIN IN PLACEEXISTING 32"x36"x44" RUNWAY CONSTANT CURRENT REGULATOR TO REMAIN IN PLACEREMOVE EXISTING 32"x36"x44" TAXIWAY CONSTANT CURRENT REGULATOREXISTING PAPI & REIL CONTROL RELAY TO BE RELOCATEDEXISTING BEACON CONTACTOR TO REMAIN IN PLACEEXISTING DEMAND METERING CABINET TO REMAIN IN PLACEEXISTING BOOST TRANSFORMER TO REMAIN IN PLACE135"128"57"36"56"32"EXISTING 34"x20"x72" ATS-B TO REMAIN IN PLACE.EXISTING 34"x20"x72" ATS-F TO REMAIN IN PLACE.EXISTING UTILITY METER TO REMAIN IN PLACE.EXISTING PANEL TO REMAIN IN PLACE.EXISTING ELECTRICAL DISCONNECT TO REMAIN IN PLACE.32"32"36"34"34"34"EXISTING ALV DEMOLITION PLANSCALE: NTS R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:4.2 November 27, 2024 04:14:41pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E4.0-VAULT IMPROVEMENT-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTAIRFIELD LIGHTING VAULT RECONFIGURATION PLANE4.2114 OF 117SYMEQUIPMENT SCHEDULEDESCRIPTIONRELOCATED 24"x24"x7" L-841 RELAY CABINETRELOCATED PILOT-CONTROLLED RADIO L-854(B)RELOCATED 34"x20"x72" ATS-LEXISTING PILOT-CONTROLLED RADIO L-854(A)EXISTING PANEL 'LA'EXISTING 32"x36"x44" RUNWAY CONSTANT CURRENT REGULATORNEW 32"x36"x44" TAXIWAY A 7.5KW CONSTANT CURRENT REGULATORRELOCATED PAPI & REIL CONTROL RELAYEXISTING DEMAND METERING CABINETEXISTING BOOST TRANSFORMERNEW 32"x36"x44" TAXIWAY B 7.5KW CONSTANT CURRENT REGULATORSECTION A-ASECTION B-B128"12"12"135"EXISTING BEACON CONTACTOR6"EXISTING HIGH VOLTAGE WIREWAY32"32"32"6"6"NEW ALV PROPOSED LAYOUT PLANSCALE: NTS R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:4.3 November 27, 2024 04:22:43pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E4.0-VAULT IMPROVEMENT-AA-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTSCHEDULE D - NEW AIRFIELD LIGHTING VAULT BUILDING PLANE4.3115 OF 117SYMDESCRIPTIONCAPACITYACCESSORIESREMARKSELEC.WT.HPKWDESCRIPTION & MANUFACTURERSYMLAMPSMECHANICAL EQUIPMENT SCHEDULE4' 2-LAMP SURFACE MOUNTED VAPORTIGHT ENCLOSED INDUSTRIAL STRIP WITH 0° COLD WEATHER ELECTRONICBALLAST, IMPACT RESISTANT POLY CARBONATE LENS, 120VSURFACE MOUNTED 70 WATT 4000K LED WALL PACK WITH INTEGRAL PHOTOELECTRIC CELL, 120VNOTES: INSTALL ALL NEW CONDUITS AND J-BOXES REQUIRED FOR INTERIOR VAULT LIGHTINGSYSTEM ON UNISTRUT. COORDINATE WITH BUILDING MANUFACTURER FOR EXTERIOR LIGHTING ANDCONDUIT PENETRATIONS.INLINE SIDEWALL EXHAUSTFAN - DIRECT DRIVEELECTRIC UNIT HEATER210 CFM @ 0.6 E.S.P.50,000 BTU/HOURINLET GUARD, MOTORIZEDINSULATED BAROMETRIC DAMPER(ICD-45, 18"x18", PARALLELBLADES), SHELF MOUNTED WITHNEOPRENE ISOLATOR KITWALL/CEILING BRACKET, REMOTESPACE THERMOSTAT - 1 STAGEHEATING, 1 STAGE COOLING1/6H.P.360WATT41LBS---CEILING MOUNTED,PROVIDE HARDPOINTS IN ROOFDECK.55LBS208V1ΙΈ15KWLED LAMPSAND DRIVER(2) F32 T-8COOL WHITEDOOR LOUVER,EXTRUDED ALUMINUM,24"x24"0.6" STATIC PRESSUREDROP AT 210 CFM INTAKEBIRDSCREEN, 24"x24"x1" THICKTHROW-AWAY FILTER, FIELDFABRICATED FILTER FRAMEATTACHED TO INSIDE OF DOORLOUVER.---------------------1.THE EXHAUST FAN (EF-1) SHALL BE USED FOR VENTILATING THE SPACE, THE ELECTRIC UNIT HEATER (EHU-1) SHALL BE USED FOR HEATINGTHE SPACE.2.UPON A CALL FOR HEATING (65°F ADJUSTABLE) EHU-1 SHALL BE ENERGIZED AND SHALL OPERATE UNTIL THE SPACE THERMOSTAT ISSATISFIED.3.UPON A CALL FOR COOLING (80°F ADJUSTABLE) EF-1 SHALL START AND SHALL OPERATE UNTIL THE SPACE THERMOSTAT IS SATISFIED.4.BETWEEN THE HEATING AND COOLING SETPOINTS, BOTH EF-1 AND EHU-1 SHALL BE LOCKED OUT.WALL LOUVER, EXTRUDEDALUMINUM, DRAINABLE,18"x18"x WALL THICKNESS----FLANGED FRAME, INSECTSCREEN,---------------------1.THE L-854 RADIO CONTROLLER SHALL MATCH THE FUNCTIONALITY OF THE EXISTING L-854 IN THE EXISTINGREGULATOR BUILDING.2.COORDINATE WITH GENERAL CONTRACTOR, BUILDING MANUFACTURER, CONCRETE CONTRACTOR, ANDSTRUCTURAL ENGINEER FOR ALL CONDUIT PENETRATIONS AND EQUIPMENT LOCATIONS.3.ALL EQUIPMENT AND CONDUIT SHALL BE MOUNTED TO UNISTRUT CONNECTED TO PRE-FABRICATED HARDPOINTS IN THE WALLS AND ROOF. NO MODIFICATIONS TO THE BUILDING SHALL BE ALLOWED WITHOUTWRITTEN DIRECTION FROM THE BUILDING MANUFACTURER AND ENGINEER.4.ALL EXPOSED EXTERIOR CONDUIT SHALL BE RGS. SEE SPEC SECTION L-100.5.PHOTOCELL WILL BRING ON TAXIWAY LIGHTS AT STEP 1 (LOWEST INTENSITY SETTING). THE L-854 RADIOWILL THEN BE USED TO INCREASE TAXIWAY LIGHTING INTENSITY. OPERATION WILL BE COORDINATEDBETWEEN THE ENGINEER, THE AIRPORT, AND THE CONTRACTOR.CONDUIT RUN IN OR ON CEILING OR WALLHASH MARKS INDICATE NUMBER OF #12 AWG CONDUCTORS IN CONDUIT. NO MARKSINDICATE 2 #12'S. DOES NOT INCLUDE GROUND WIRE. IF NON-METALLICCONDUIT ADDGROUND PER NEC.HOMERUN TO PANEL WITH PANEL AND CIRCUIT INDICATEDFLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTINGINCANDESCENT OR H.I.D. FIXTURE - CEILING OR WALL MOUNTED. SEE FIXTURESCHEDULESINGLE POLE SWITCH +48" AFFTIMER SWITCH +48" AFFTHERMOSTAT +60" AFF120V DUPLEX CONVENIENCE RECEPTACLE +18" AFFENCLOSED CIRCUIT BREAKER DISCONNECT +5-0" AFGJUNCTION BOX AS REQUIRED BY NATIONAL ELECTRIC CODEELECTRICAL PANELBOARD - SURFACE MOUNTEDDASHED DEVICES, LIGHT FIXTURES, ETC. - FUTURE EQUIPMENTABOVE FINISHED FLOORWITHTRANSFORMERLIGHT FIXTURE DESIGNATION & WATTAGE. SEE FIXTURE SCHEDULEMECHANICAL EQUIPMENT DESIGNATION.GROUND BUSNEUTRAL BUSNOTE: ALL MOUNTING HEIGHTS AS INDICATED UNLESS NOTED OTHERWISE. ALL SYMBOLSMAY NOT BE USED ON PROJECTS.ELECTRICAL SYMBOL LIST .LIGHT FIXTURE SCHEDULESURFACE MOUNTED OUTLET,18" AFF (TYP. 4) RUN CONDUITALONG UNISTRUT.+7'-0"REMOTE THERMOSTATFOR EUH-1 & EF-1MOUNT LIGHT TOUNISTRUT (TYP.)+0'-42"LA-16LV-18LV-16LV-(20,22)GROUND ROD.#4/0 B.C. GROUND RINGTO INTERNAL GROUND RING.PROVIDED EMBEDDED HARDPOINTS ON EXTERIOR WALL FOREQUIPMENT MOUNTING.TO 3/8" x 10" COPPER AIR TERMINAL ON THEROOF VIA 1" PVC CONDUIT.GFCI OUTLET WITH OUTDOORIN-USE WEATHER ENCLOSURE.H-20 POWERHANDHOLEPHOTOCELL FOR AIRFIELD LIGHTINGCONTROLGROUND ROD.16.00'16.00'6.00'TYP.ELECTRICAL SHEET NOTES .VAULT BUILDING ELECTRICAL PLANSCALE: NTS (6"X6" 5KV WIREWAY & 4"X4" CONTROL WIREWAY MOUNTED ON WALL NOT SHOWN FOR CLAIRTY) R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:4.4 November 27, 2024 04:22:45pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E4.0-VAULT IMPROVEMENT-AA-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.02N/AJDBDKPJPTSCHEDULE D - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLANE4.4116 OF 117SYMDESCRIPTIONSYM(N) 40"x31.5"x31.5" 7.5 KW (208V) L-828 REGULATOR, 3 STEP(TAXIWAY A LIGHTS AND SIGNS)(E) L-854 RADIO CONTROLLER(E) 20"x48" PANEL 'LA', 120/240V, 225A MCB , 1 PHASE, 3 WIRE,SURFACE MOUNTED1.THE L-854 RADIO CONTROLLER SHALL MATCH THE FUNCTIONALITY OF THE EXISTING L-854 IN THE EXISTINGREGULATOR BUILDING.2.COORDINATE WITH GENERAL CONTRACTOR, BUILDING MANUFACTURER, CONCRETE CONTRACTOR, ANDSTRUCTURAL ENGINEER FOR ALL CONDUIT PENETRATIONS AND EQUIPMENT LOCATIONS.3.ALL EQUIPMENT AND CONDUIT SHALL BE MOUNTED TO UNISTRUT CONNECTED TO PRE-FABRICATED HARDPOINTS IN THE WALLS AND ROOF. NO MODIFICATIONS TO THE BUILDING SHALL BE ALLOWED WITHOUTWRITTEN DIRECTION FROM THE BUILDING MANUFACTURER AND ENGINEER.4.ALL EXPOSED EXTERIOR CONDUIT SHALL BE RGS. SEE SPEC SECTION L-100.5.PHOTOCELL WILL BRING ON TAXIWAY LIGHTS AT STEP 1 (LOWEST INTENSITY SETTING). THE L-854 RADIOWILL THEN BE USED TO INCREASE TAXIWAY LIGHTING INTENSITY. OPERATION WILL BE COORDINATEDBETWEEN THE ENGINEER, THE AIRPORT, AND THE CONTRACTOR.DESCRIPTION(E) 20"x32"x72" ATS(E) ATS MONITORING SYSTEMNOTES: INSTALL ALL NEW CONDUITS AND J-BOXES REQUIRED FOR VAULT EQUIPMENT SYSTEM ON UNISTRUT CONNECTED TO PREFABRICATEDHARD POINTS. COORDINATE WITH BUILDING MANUFACTURER FOR EXTERIOR CONDUIT PENETRATIONS AND EXTERIOR EQUIPMENT MOUNTING.CONDUIT RUN IN OR ON CEILING OR WALLHASH MARKS INDICATE NUMBER OF #12 AWG CONDUCTORS IN CONDUIT. NO MARKSINDICATE 2 #12'S. DOES NOT INCLUDE GROUND WIRE. IF NON-METALLICCONDUIT ADDGROUND PER NEC.HOMERUN TO PANEL WITH PANEL AND CIRCUIT INDICATEDFLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTINGINCANDESCENT OR H.I.D. FIXTURE - CEILING OR WALL MOUNTED. SEE FIXTURESCHEDULESINGLE POLE SWITCH +48" AFFTIMER SWITCH +48" AFFTHERMOSTAT +60" AFF120V DUPLEX CONVENIENCE RECEPTACLE +18" AFFENCLOSED CIRCUIT BREAKER DISCONNECT +5-0" AFGJUNCTION BOX AS REQUIRED BY NATIONAL ELECTRIC CODEELECTRICAL PANELBOARD - SURFACE MOUNTEDDASHED DEVICES, LIGHT FIXTURES, ETC. - FUTURE EQUIPMENTABOVE FINISHED FLOORWITHTRANSFORMERLIGHT FIXTURE DESIGNATION & WATTAGE. SEE FIXTURE SCHEDULEMECHANICAL EQUIPMENT DESIGNATION.GROUND BUSNEUTRAL BUSNOTE: ALL MOUNTING HEIGHTS AS INDICATED UNLESS NOTED OTHERWISE. ALL SYMBOLSMAY NOT BE USED ON PROJECTS.ELECTRICAL EQUIPMENT SCHEDULE(N) 40"x31.5"x31.5" 7.5 KW (208V) L-828 REGULATOR, 3 STEP(TAXIWAY B LIGHTS AND SIGNS)(N) 40"x31.5"x31.5" 10 KW (208V) L-828 REGULATOR, 3 STEP(RUNWAY LIGHTS AND SIGNS)(N) 40"x31.5"x31.5" 10 KW (208V) L-828 REGULATOR, 3 STEP(SPARE)(N) L-841 RELAY CABINET(N) PATCH PANEL(E) 7.16" x 3.89" x 3.67" BOOST TRANSFORMER16.00'16.00'0.50'0.50'0.50'VAULT BUILDING ELECTRICAL PLANSCALE: NTS (6"X6" 5KV WIREWAY & 4"X4" CONTROL WIREWAY MOUNTED ON WALL NOT SHOWN FOR CLAIRTY) S.S. PAVED S.PAVEDS.PAVED S.S.AIRCR A F T P A RKING AIRCR A F T PARKING S.S.PAVED PARKINGS.S.S.PAVEDS.S.PAVEDPAVEDAIRCRAFT PARKING S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.AIRPORTPROPERTY S.S.S.S.S.S.S.PAVEDPAVEDPAVEDPAVEDS.S.S.S.AHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONE MPH15 MPH15MPH15 MPH15MPH15 MPH15MPH15R© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SCALES 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:RENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:TAXIWAY A CIRCUIT MAP November 27, 2024 04:29:35pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\E5.0-CIRCUIT MAP-090119000.dwg LUA24-000208C24003681------------DECEMBER 202435022.008.021" = 200'JDBDKPJPTTAXIWAY A CIRCUIT MAPE5.1117 OF 117N0SCALE 1" = 200400200'90* SLACK CABLE PER SPECSQUANTITYITEM DESC.FT./ITEM *x=TOTAL LENGTH910 ''18,253''1,902ITEM TOTAL LENGTH=PLAN CIRCUIT LENGTH+=20,155SIGNS'512x=16HANDHOLES==1,300130L-861T/L-852Tx'NOTE: AIRFIELD CABLE SHALL BE L-824, (1)#8 AWG CU ESTIMATED AIRFIELD CABLEINSTALLED IN THIS PROJECT2*16 '10 'CONTRACTOR SHOULD ACCOUNT FOR 2,210 LF OF ADDITIONAL L-8245KV AIRFIELD CABLING TO REPAIR/RE-ESTABLISH THE RUNWAYCIRCUIT IF SCHEDULE F IS AWARDED.