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Home My WebLink AboutRenton Airport - Taxiway A - 95% Plans.pdfAHEADLANEONEAHEADLANEONEPAVED PARKING AHEADLANEONEAHEADLANEONE 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\01_G0.1 COVER SHEET.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDGJRDMYDMYCOVER SHEETG0.11 OF 114CITY OF RENTONRENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTSAIP #3-53-0055-032-2023AUGUST 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 HANDHOLEP95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\01_G0.1 COVER SHEET.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDGJRSAWDMYSHEET INDEXG0.22 OF 114GENERAL SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE1G0.1COVER SHEET2G0.2SHEET INDEX3G1.1SITE & SURVEY CONTROL PLAN4G2.1CONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 25G2.2CONSTRUCTION SAFETY & PHASING OVERVIEW 2 OF 26G2.3CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 27G2.4CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 28G2.5CONSTRUCTION SAFETY & PHASING WORK AREA 1 AND R19G2.6CONSTRUCTION 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 5108E3.2ELECTRICAL DETAILS 2 OF 5109E3.3ELECTRICAL DETAILS 3 OF 5110E3.4ELECTRICAL DETAILS 4 OF 5111E3.5ELECTRICAL DETAILS 5 OF 5112E4.1AIRFIELD LIGHTING VAULT DEMOLITION PLAN113E4.2AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN114E5.1TAXIWAY 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 295% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\02_G1.0 SITE & SURVEY CONTROL PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGN0SCALE 1" = 100200100'NAUGUST 202435022.008.02AS NOTEDGJRSAWDMYSITE & SURVEY CONTROL PLANG1.13 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.95% DESIGN 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\03_G2.1 CONSTRUCTION SAFETY AND PHASING OVERVIEW.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMATCHLINE, SEE SHEET G2.20SCALE 1" = 100'200'100'NAUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2G2.14 OF 114G2.11SCALE: 1" = 100'WORK AREA OVERVIEW PLANLEGENDFOD 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 FENCEXXXRUNWAY 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 RUNWAY CLOSURE"X" OVER RUNWAYNUMERALS DURING RUNWAYCLOSURE (TYP) SEE DETAILG2.43CLCLCLTAXIWAY 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 APRON95% DESIGN 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\03_G2.1 CONSTRUCTION SAFETY AND PHASING OVERVIEW.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGN0SCALE 1" = 100'200'100'NMATCHLINE, SEE SHEET G2.1 G2.21SCALE: 1" = 100'WORK AREA OVERVIEW PLANAUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGOVERVIEW 2 OF 2G2.25 OF 114LEGENDFOD 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 FENCEXXXMATCHLINE, 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 RUNWAY CLOSURE CROSSOVER RUNWAY NUMERALS DURINGRUNWAY 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 ONLY95% DESIGN 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\04_G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNGENERAL 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.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, 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 BESTAGED WITHIN THE RUNWAY OBJECT FREE AREA.8.CONTRACTOR SHALL ANTICIPATE A FOD WALK WITH AIRPORTSTAFF, BOEING STAFF, AND THE ENGINEER PRIOR TOOPENING ANY AREA TO AIR TRAFFIC. THE PRIME CONTRACTORSHALL ATTEND ANY FOD WALK AND CORRECT ANYDEFICIENCIES IMMEDIATELY PRIOR TO OPENING TO AIRTRAFFIC.CLCLWORK AREA DESCRIPTIONS:WORK SCHEDULES:·SCHEDULE A: BASE BID·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·SCHEDULE G: ADDITIVE BID WATER1.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 A15.WORK AREA F1 - SCHEDULE A16.WORK AREA F2 - SCHEDULE A17.WORK AREA F3 - SCHEDULE ATOTAL CONSTRUCTION TIME = 135 DAYS (SEE NOTE 5)WA 1 =35 DAYSBEGIN WORK 2025 END WORK 2025NOTES: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 2026. 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:·ACCESS TO THE USFS COMPLEX 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.SIGNS AND SURFACE SIGNS MUST MATCH RUNWAY DESIGNATIONS (NUMERALS) PRIOR TO OPENING ASPECIFIC RUNWAY.10.CONTRACTOR SHALL BE PREPARED TO COVER ("BAG") SIGNS AND/OR BLACKEN (PAINT) SURFACE SIGNS IFDIRECTED BY THE AIRPORT, AT NO ADDITIONAL 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.3.WITHIN THE 133 CALENDAR DAY PERIOD, TWO PERIODS OF 21CONTINUOUS CALENDAR DAYS, ONE PERIOD 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 DAYSAUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 1 OF 2G2.36 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.95% DESIGN 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\04_G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNORANGE / 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"AUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 2 OF 2G2.47 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 CENTERLINE30'5'12.5'95% DESIGN 20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00970'58'1200'205TW 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\05_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 1.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGN0SCALE 1" = 50'100'50'NSTAGING AREA 3TAXIWAY A5GATE V-5RUNWAY 16-34TAXIWAY AWA R1WA 11G2.5WORK AREA 1 AND R1 PLANSCALE: 1" = 50'TAUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 1 AND R1G2.58 OF 114TAXIWAY A4TFOR THE DURATION OF WA 1,WA R1, AND WA 2 SEE NOTE 1FOR THE DURATION OF WA 1,WA R1 AND WA 2 SEE NOTE 1FOR THE DURATION OF WA 1AND R1 SEE NOTE 3 (4 SIGNS)SEE NOTE 4LEGENDFOD 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 FENCEXXXSTAGING AREA 4WHEN WORK OCCURS IN 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.WHEN WORK OCCURS IN 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 75095% DESIGN 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' 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\06_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 2.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGN2G2.6WORK AREA 2 PLANSCALE: 1" = 50'AUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 2G2.69 OF 114TAXIWAY A5GATE V-5TAXIWAY AWA 2TTAXIWAY A4TGATE V-5STAGING AREA 3STAGING AREA 4LEGENDFOD 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 FENCEXXXFOR THE DURATION OF WA 2SEE NOTE 3 (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.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)95% DESIGN 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' 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\07_G2.7 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 3.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGN1G2.7WORK AREA 3A, 3B AND R3 PLANSCALE: 1" = 50'RUNWAY 16-34WA R3WA 3AGATE V-4TAXIWAY ATSTAGING AREA 2TAXIWAY A3AUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA 3A, 3B AND R3G2.710 OF 114FOR THE DURATION OFWA 3 AND R3 SEE NOTE 1FOR THE DURATION OF WA 3AND R3 SEE NOTE 3 (2 SIGNS)SEE NOTE 4LEGENDFOD 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 FENCEXXXIN PLACE DURING WA 3AIN PLACE DURING WA 3BIN PLACE DURINGWA 3A AND WA 3BIN PLACE DURING WA 3AIN PLACE DURING WA 3BWA 3B0SCALE 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 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 RPRPRIOR TO ANY WORK BEGINNING. REMOVE AT THECONCLUSION OF WORK.5.ADJUST LOW LEVEL BARRICADES AS NEEDED TOACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'.VERIFY WITH RPR PRIOR TO PLACING. (TYP)6.BOEING LEASE AREA EXTENDS APPROXIMATLY 10' FROMFENCE BOUNDARY. WORK WITHIN BOEING LEASE AREAREQUIRES BOEING BADGING PRIOR TO ENTRY.7.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHENRUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDEROFZ.8.BOEING NO LONGER STAGES AIRCRAFT ON THIS PARCEL.BUILDING 750BUILDING 790BUILDING 800/ RAINIERBUILDING 840/BEFA820 PARCELSEE NOTE 8BOEING C APRONSEE NOTE 6GATE V-3WHEN WORK OCCURS IN WA 3A AND WA R3,PLACE TAXIWAY CLOSURE CROSS PER3G2.4SEE NOTE 7ACCESS /HAULROUTE FOR WA 3AACCESS /HAULROUTE FOR WA 3BSEE NOTE 6SEE NOTE 6SEE NOTE 5 (TYP)SEE NOTE 795% DESIGN 50+0051+0052+0053+0054+0055+0056+0057+00 270'184'205' 180'199'13'145'TW A1-A-A7STA: 52+26OFF: 79' L162'47+0048+0049+0050+0051+0052+0053+0054+00205'195'71'16'397'667'TW A1-A-A7STA: 47+58OFF: 94' 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 IMPROVEMENTSc:\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.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNRUNWAY 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 1TAUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION 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 1TLEGENDFOD 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 FENCEXXXFOR THE DURATION OF WA 4AND R4 SEE NOTE 3 (2 SIGNS)FOR THE DURATION OF WA 5AND R5 SEE NOTE 3 (2 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 R4 AND WA4 OR WA R5AND 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'.VERIFY WITH RPR PRIOR TO PLACING. (TYP)5.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHENRUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDEROFZ.BUILDING 850/BHCBUILDING 860/NW SEAPLANESBUILDING 860/NW SEAPLANESSTAGING AREA 1ASEE NOTE 5WHEN WORK OCCURS IN WA 3A,AND WA R3, PLACE TAXIWAYCLOSURE CROSS PER3G2.4SEE NOTE 4 (TYP)SEE NOTE 4 (TYP)STAGING AREA 1A95% DESIGN TW 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 IMPROVEMENTSc:\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.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNRUNWAY 16-34WA R8GATE V-71G2.9WORK AREA R8 PLANSCALE: 1" = 50'TAXIWAY A7AUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA R6 AND R8G2.912 OF 114LEGENDFOD 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 FENCEXXXRUNWAY 16-34TAXIWAY ATAXIWAY A5WA R62G2.9WORK AREA R6 PLANSCALE: 1" = 50'TAXIWAY ATTAXIWAY A6TTSTAGING AREA 5STAGING AREA 4GATE V-60SCALE 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.WORK IN WA R8 INCLUDES SCHEDULE F WORK ONLY.5.WORK IN WA R6 INCLUDES SCHEDULE F AND SCHEDULE GWORK ONLY.6.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTSALONG TAXIWAY, AS NEEDED.BUILDING 243/AIRPORT OFFICEBUILDING 250/CASCADIANBUILDING 520/HANGARSBUILDING 540/HANGARSFUELBUILDING 600/CITY HANGARSBUILDING 608/NW SEAPLANESATCTSEE NOTES4 & 6 (TYP)SEE NOTES5 & 6 (TYP)95% DESIGN 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 IMPROVEMENTSc:\centurywest dropbox\puget sound\Projects\renton, city of\`taxiway a rehabilitation\CAD\_WORKING\SHEET\10_G2.10 CONSTRUCTION SAFETY AND PHASING PLAN PHASE R7.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA R7G2.1013 OF 114LEGENDFOD 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 FENCEXXXRUNWAY 16-34TAXIWAY AWA R71G2.10WORK AREA R7 PLANSCALE: 1" = 50'TAXIWAY A6TTSTAGING AREA 5TAXIWAY A7GATE V-70SCALE 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.WORK IN WA R7 INCLUDES SCHEDULE F WORK ONLY.5.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTSALONG TAXIWAY, AS NEEDED.BOEING B APRONBUILDING 250/CASCADIANBUILDING 500/HANGARSBUILDING 520/HANGARSSEE NOTES4 & 5 (TYP)95% DESIGN 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 IMPROVEMENTSc:\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.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNRUNWAY 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-5AUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA F1 AND F2G2.1114 OF 114SEE NOTE 4LEGENDFOD 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 FENCEXXX0SCALE 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.REFER TO WATERLINE SEQUENCING AND PHASING NOTES ONDRAWING G2.3 FOR CLOSURE DURATIONS IMPACTINGPERIMETER ROAD.5.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROMFENCE BOUNDARY. WORK WITHIN BOEING LEASE AREAREQUIRES BOEING BADGING PRIOR TO ENTRY.6.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 5ATCTBUILDING 622/PSEBUILDING 5-45/BOEING FUELBUILDING 750SEE NOTE 6SEE NOTE 6W PERIMETER RD95% DESIGN 0+00 1+00219'99'80'55'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 IMPROVEMENTSc:\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.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNRUNWAY 16-34WA R9GATE V-8TAXIWAY B1G2.12WORK AREA R9 PLANSCALE: 1" = 50'TAXIWAY B7AUGUST 202435022.008.02AS NOTEDJNRSAWGJRCONSTRUCTION SAFETY & PHASINGWORK AREA R9 AND F3G2.1215 OF 114TLEGENDFOD 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 FENCEXXX1G2.12WORK 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 UNICOM FREQUENCY AND CTAF.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" = 50'0SCALE 1" = 50'100'50'NGENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILYBLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THECONCLUSION 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.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHENRUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ.5.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATECONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIORTO PLACING. (TYP)SEE NOTE 5SEE NOTE 495% DESIGN AHEADLANEONEAHEADLANE ONE 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\13_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2AUGUST 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 APRON95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\13_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.1 MATCHLINE, SEE SHEET C0.3AUGUST 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 APRON95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\13_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2 AUGUST 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 95% DESIGN 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 PREPARED AND RECOMPACTED INACCORDANCE WITH P-152. THIS SHALL BE PAID FOR AS "OVERLAY BASE PREPARATION". ANYREMOVAL OF DAMAGED PAVEMENT SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM.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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\14_C0.6 DEMO DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 RUNWAY95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\14_C0.6 DEMO DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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)95% DESIGN UD U D UDUDUDUDUDUDUDUDUDUDUDUDUDUD20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00AHEADLANEONEAHEAD LANE ONE20+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)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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2AUGUST 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 APRON95% DESIGN UDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUDUD33+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+50SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDTW 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: 24.05 EG: 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)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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.1 MATCHLINE, SEE SHEET C1.3AUGUST 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 APRON95% DESIGN UDUDUDUDUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUD UD 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'R 1 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 R 2 0 0 '50' TYP.SDSD SD SDSDSDSDSDSDSD EEEEEETW 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 CROSSINGSCALES 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2 AUGUST 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.95% DESIGN UD UD UD UDUDUDUDUDUD 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 SDSDSDSD1820222426 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 CROSSINGSCALES 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NAUGUST 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 #### - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.85C1.81C1.97ORC1.98C1.1116C1.97C1.98OR95% DESIGN UDUD UD UDU D U D UDUDUDUDUDUDUDU D UDUDUD34+00 35+00 3 6 + 0 0 37+003 8 + 0 0 39+00ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH1534+503 5 + 5 0 36+5037+5038+503 9 + 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 3 6 + 0 0 36+5037+0037+503 8 + 0 0 38+5039+003 9 + 5 0SDSDSDSDSD SD20222426202224260+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 CROSSING0SCALE 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANAUGUST 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 #### - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.1116C1.97ORC1.98C1.97C1.98ORC1.1011ORC1.101295% DESIGN UDUD UD UD UD UDUDUDUDUDUD28+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 CROSSING0SCALE 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANAUGUST 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 #### - C1.3 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.1116C1.97ORC1.98C1.97C1.98ORC1.1011ORC1.101295% DESIGN UD UDUD UD 23+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 CROSSINGSCALES 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\15_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NAUGUST 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.C1.97ORC1.98C1.97C1.98ORC1.1116C1.1011ORC1.101295% DESIGN 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 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 STABILIZATION95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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)95% DESIGN 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),WIDTH VARIES PER PLAN1'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'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),WIDTH VARIES PER PLAN81' 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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)95% DESIGN 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 AC1.1321EXISTINGAGGREGATE 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 DETAILC1.1321UNDERDRAIN, 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 EDGE95% DESIGN EXISTING RUNWAYPAVEMENT TO REMAINLIMITS OF PROPOSED TYPE 1REHAB SURFACE COURSEC1.1114TYPE 1 REHABTYPE 1 REHABTRANSITION@ RUNWAY PROVIDE 4-INCH MILL ANDVARIABLE DEPTH OVERLAY FORREMAINING SECTIONS OF ASPHALTPAVEMENT, TYP. EACH SIDELIMITS OF EXISTING BURIED PCC TO REMAINSHALL BE DETERMINED IN THE FIELD INACCORDANCE WITH THE DEMOLITION PLANSBURIED PCCSLAB TO REMAINPROPOSED TRANSITION SLAB, CONTRACTOR SHALLPROVIDE PANEL LAYOUT AND JOINTING CONFIGURATIONTO RPR FOR REVIEW AND APPROVAL PRIOR TO PAVING.FOR JOINTING REQUIREMENTS, SEE DETAILS10' TYP.SEE NOTE 110'DEPENDING ON PANEL LAYOUT, TRANSITIONSLAB & BASE TRANSITION MAY EXTEND BEYONDLIMITS OF TYPE 1 REHAB SURFACE COURSEPROPOSED BASETRANSITIONEDGE OF EXISTINGRUNWAYEXISTING JOINT LAYOUT SHOWN IS GENERIC. ACTUALJOINT LAYOUT SHALL BE VERIFIED IN THE FIELDNOTE:1.TYPICAL WIDTH OF TRANSITION SLAB MAY BE REQUIREDTO VARY DEPENDING ON THE PROPOSED PANEL LAYOUT.C1.1321C1.1322TYPE 1 REHABTYPE 1 REHABTRANSITION@ RUNWAY TYPE 2 REHABTYPICAL TYPE 2 REHAB TRANSITIONC1.1113C1.98PROPOSED TRANSITION SLAB, CONTRACTOR SHALLPROVIDE PANEL LAYOUT AND JOINTING CONFIGURATIONTO RPR FOR REVIEW AND APPROVAL PRIOR TO PAVING.FOR JOINTING 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 REMAINC1.1321C1.1322EDGE OF EXISTINGRUNWAYEXISTING JOINT LAYOUT SHOWN IS GENERIC. ACTUALJOINT LAYOUT SHALL BE VERIFIED IN THE FIELDEXISTING RUNWAYPAVEMENT TO REMAINTYPE 1 REHAB TYPE 1 REHAB TRANSITION @ RUNWAY PROPOSED TRANSITION SLAB, CONTRACTOR SHALLPROVIDE PANEL LAYOUT AND JOINTING CONFIGURATIONTO RPR FOR REVIEW AND APPROVAL PRIOR TO PAVING.FOR JOINTING REQUIREMENTS, SEE DETAILSDEPENDING ON PANEL LAYOUT, TRANSITIONSLAB & BASE TRANSITION MAY EXTEND BEYONDLIMITS OF TYPE 1 REHAB SURFACE COURSELIMITS OF PROPOSED TYPE1 REHAB SURFACE COURSEPROPOSED BASETRANSITION10' TYP. SEE NOTE 1 10'BURIED PCCSLAB TO REMAINLIMITS OF EXISTING BURIED PCC TO REMAINSHALL BE DETERMINED IN THE FIELD INACCORDANCE WITH THE DEMOLITION PLANSC1.1113CONTRACTOR SHALLPROTECT EXISTINGRUNWAY GROOVING2-INCH MILL ANDOVERLAY LAP JOINT6'EXISTING IN-PAVEMENT RUNWAY EDGE LIGHTTO BE INCORPORATED INTO TRANSITIONSLAB PANEL LAYOUT, AS NEEDEDNOTE:1.TYPICAL WIDTH OF TRANSITION SLAB MAY BE REQUIREDTO VARY DEPENDING ON THE PROPOSED PANEL LAYOUT.C1.1321C1.1322EXISTING 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 5 OF 7C1.1232 OF 114C1.1219SCALE=NTSTAXIWAY A7 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1217SCALE=NTSTAXIWAY A1 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1218SCALE=NTSTAXIWAY A6 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1220SCALE=NTSCRACK ROUTE AND SEAL95% DESIGN 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-501C1.1324C1.13230.362" 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 JOINTC1.1321C1.1322SCALES 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 6 OF 7C1.1333 OF 114C1.1321SCALE=NTSTYPICAL CONSTRUCTION JOINTC1.1322SCALE=NTSTYPICAL CONTRACTION JOINTC1.1324SCALE=NTSDOWEL BASKET ASSEMBLYC1.1323SCALE=NTSCONTRACTION JOINT SAWCUTC1.1325SCALE=NTSTYPICAL DOWEL SPACING AT PANEL CORNERS95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\16_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 7 OF 7C1.1434 OF 114C1.1426SCALE=NTSTRENCH PAVEMENT RESTORATION (WITHOUT PCC)C1.1427SCALE=NTSTRENCH PAVEMENT RESTORATION (WITH PCC)C1.1428SCALE=NTSTYPICAL TRENCH STABILIZATION95% DESIGN AHEADLANEONE20+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'SDSDSDSDSDSDSDSDSDSDSDSDSDUD24.0 2 4 . 0 24.0 24.5 24.5 23.823.823.9 23.9 2 3 . 9 24.1 24.124.1 24.2 24.2 24.3 24.3 24.4 24.4 24. 6 24.6 24. 7 24.724.024.023.623.623.723.7 23.823.823.923.924.524.124.224.324.424.624.724.823.523.323.423.623.723.823.824.024.525.024.124.224.324.424.624.724.824.925.125.225.325.4STA=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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANMATCHLINE, SEE SHEET C2.2AUGUST 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 16-3495% DESIGN 25.31'24.66'24.58'23.99'26+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 UD UD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDU D UDUDUDUDUDUDUDUDUDUDUDUDUD25.0 24.824.925.125.225.324.525.024.224.324.424.624.724.824.925.123.022.622.722.822.923.123.222.5 22.6 22.7 22.824.02 4 . 0 23.723.723. 8 23.8 23.923.924.124.124.224.325.024.624.724.824.925.122.523.022.322.422.622.722.822.923.1STA=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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANMATCHLINE, SEE SHEET C2.1 AUGUST 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 16-3495% DESIGN ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH1524.11'23.45'32+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 C2.15DAYLIGHT @ 2.5%CUT SLOPE32+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% SD SD SD SD SD SD SDSDSDSDSD SDSDUDUDUDUD UD UDUDUDUDU D UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD24.524.6 24.724.724.7 24.8 24.824.924.924.423.023.524.024.523.123.223.323.423.623.723.823.924.124.224.324.424.623.523.123.223.323.423.623.722.522.222.322.422.624.024.523.924.124.224.324.424.624.725.125.0TW 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 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANMATCHLINE, SEE SHEET C2.2 AUGUST 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 16-3495% DESIGN ATCT CLEARANCE REQUIREDMPH1538+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%SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD24 . 524.324.324.324.324.324.324.424.424.424.424.424.424.623.524.023.223.323.423.623.723.823.924.124.223.524.023.223.323.423.623.723.823.924.124.224.324.424.223.623.723.823.9STA=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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANAUGUST 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 16-3495% DESIGN MPH15MPH 1524.22'23.42'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 C2.11DAYLIGHT @ 5%CUT SLOPEDAYLIGHT @ 5%CUT SLOPESEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPESEEGENERALNOTE 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 SDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUD UD UD UDUD22.522.523.023.524.022.222.222.322.322.422.422.622.622.722.722.82 2 . 8 22.922.923.123.223.323.423.623.723.823.924.124.224.324.4 2 1 . 5 22.022.5 2 1 . 4 2 1 . 621.721.821.922.122.222.322.422.622.722.822.923.022.722.822.923.123.222.022.521.922.122.222.322.422.623.019.519.520.020.521.021.5STA=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 1MATCHLINE, 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANAUGUST 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 16-3495% DESIGN 50+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 20.520.521.021.021.5SEE 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% -1.2 5 % -1. 2 5 % -1 . 2 5 % - 1 . 2 5% - 1 . 2 5% -1 .25%-1.25%-0.93%-0.61%-0.30%-1.6 3 % -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 SDSDSDSDSDSDSDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD23.023.523.123.223.323.423.023.023.523.522.822.923.123.123.223.223.323.323.423.423.623.623.723.723.022.722.822.923.123.223.321.522.022.022.522.523.023.021.1 21.2 21.3 21.4 21.6 21.7 21.8 21.922.122.122.222.222.322.322.422.422.622.622.722.722.822.822.922.923.123.123.223.223.323.323.423.422.523.023.522.322.422.622.722.822.923.123.223.323.423.623.723.8STA=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 LIMITSMATCHLINE, 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANAUGUST 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 6 OF 6C2.640 OF 1140SCALE 1" = 204020'NTAXIWAY ATAXIWAY A114.5 '14.5'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 16-34MATCH EXISTINGGRADE @ RAMPMATCH EXISTINGGRADE @ RAMP95% DESIGN AHEADLANEONEAHEADLANEONE STA=23+00.00 STA=24+00.00 STA=25+00.00 STA=26+00.0025.525.425.67 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'25.025.525.125.225.325.325.325.425.6LIMITS 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+00.0025.525.425.67 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'25.025.525.125.225.325.325.325.425.6LIMITS 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 MATCH EXISTING.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.95% DESIGN AHEADLANEONESTA=27+00.00STA=28+00.00 STA=29+00.00 STA=30+00.00 STA=31+00.00 STA=32+00.0025.024.624.724.824.925.124.524.424.624.724.824.925.0LIMITS 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+00.0025.024.624.724.824.925.124.524.424.624.724.824.925.0LIMITS 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 MATCH EXISTING.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.95% DESIGN 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+00.0024.524.324.424.624.023.924.124.2LIMITS 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' SD SD SDSDSD SD0.35'0.34'0.35'0.35'0.36'0.36'0.35'0.35'0.33'0.33'0.33'0.24'0.28'0.29'0.32'0.33'0. 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+00.0024.524.324.424.624.023.924.124.2LIMITS 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' SD SD SDSDSD SD24.75'24.75'24.84'24.74'24.74'24.82'24.73'24.74'24.82'24.71'24.71'24.82'24.69'24.68'24.81'24.68'24.68'24.80'24.81'24.80'24.78'24.76'24.75'24.73'24.86'24.84'24.82'24.80'24.78'24.77'24.70'24.68'24.78'24.73'24.72'24.77'24.81'24.82'24.76'24.88'24.83'24.75'24.88'24.74'24.90'24.74'24.89'24.75'24.86'24.75'24.84'24.75'24.85'24.75'24.94'24.78'24.97'24.80'24.96'24.81'24.91'24.77'24.88'24.75'24.87'24.73'24.85'24.72'24.84'24.72'24.82'24.71'24.80'24.67'24.73'24.61'24.65'24.53'24.57'24.45'24.63'2 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 MATCH EXISTING.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.95% DESIGN ATCT CLEARANCE REQUIREDMPH15MPH15STA=39+00.00STA=40+00.00 STA=41+00.00 STA=42+00.00 STA=43+00.00 STA=44+00.0024.023.823.924.023.823.924.023.924.124.2LIMITS 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+00.0024.023.823.924.023.823.924.023.924.124.2LIMITS 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 MATCH EXISTING.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.95% DESIGN MPH15MPH 15 STA=45+00.00STA=46+00.00 STA=47+00.00 STA=48+00.00 STA=49+00.00 STA=50+00.0022.523.023.522.422.622.722.822.923.123.223.323.423.623.723.823.9 22.522.322.422.622.722.822.9LIMITS 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+00.0022.523.023.522.422.622.722.822.923.123.223.323.423.623.723.823.9 22.522.322.422.622.722.822.9LIMITS 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 MATCH EXISTING.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.95% DESIGN STA=51+00.00STA=52+00.00 STA=53+00.0023.022.822.923.123.223.323.422.522.622.7LIMITS 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 @ 20'23.023.522.822.923.123.223.323.423.623.623.723.7SEE 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+00.0023.022.822.923.123.223.323.422.522.622.7LIMITS 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 @ 20'23.023.522.822.923.123.223.323.423.623.623.723.7SEE 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 MATCH EXISTING.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.95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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 BELOW95% DESIGN 28+0029+0030+0025.024.624.724.824.925.124.92+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+0025.024.624.724.824.925.124.92+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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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.95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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.95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\20_C2.19 CONNECTOR OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLANNAUGUST 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.95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\21_C2.24 GRADING SECTIONS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 COURSE95% DESIGN AHEADLANEONEAHEADLANEONE AHEAD LANE ONETW 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\22_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.2AUGUST 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 PAVEMENTMARKINGLEASE LINE MARKING , SEEGENERAL NOTE 4 & DEMO PLANSDRIVE 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 STRIPING OUTSIDE THE LIMITS OF PAVING SHALLRECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620.5.RESTRIPE ANY ADDITIONAL LEASE LINE MARKINGS NOT SHOWNBASED ON AS-BUILT LOCATIONS FROM INITIAL SITE WALK.#/#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 APRON95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\22_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.1 MATCHLINE, SEE SHEET C3.3AUGUST 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 PAVEMENTMARKINGLEASE LINE MARKING , SEEGENERAL NOTE 4 & DEMO PLANSDRIVE 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 STRIPING OUTSIDE THE LIMITS OF PAVING SHALLRECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620.5.RESTRIPE ANY ADDITIONAL LEASE LINE MARKINGS NOT SHOWNBASED ON AS-BUILT LOCATIONS FROM INITIAL SITE WALK.#/#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 APRON95% DESIGN 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'R42'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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\22_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.2 AUGUST 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 PAVEMENTMARKINGLEASE LINE MARKING , SEEGENERAL NOTE 4 & DEMO PLANSDRIVE 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 STRIPING OUTSIDE THE LIMITS OF PAVING SHALLRECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620.5.RESTRIPE ANY ADDITIONAL LEASE LINE MARKINGS NOT SHOWNBASED ON AS-BUILT LOCATIONS FROM INITIAL SITE WALK.#/#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/C95% DESIGN 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 RUNWAYSTRIPE LOCATION PERPLAN, TYP. BOTH ENDSSOLID YELLOW STRIPE6"6"6"6"6"36" TYP.36" TYP.TW CENTERLINE 50' TYP. MEASURED TO OUTEREDGE OF SOLID 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 CENTERLINETAXIWAY CENTERLINESTRIPE, SEE DETAILCURVE POINT OF TANGENCYRUNWAY CENTERLINESTRIPE200'36" NEAR EDGE TO NEAR EDGE C3.71BLACK BACKGROUND,SEE GENERAL NOTE 1YELLOW TAXIWAY CENTERLINE MARKING,CONTROL (WHERE PROVIDED) REFERENCESTHE CENTER OF STRIPEBLACK BACKGROUND,SEE GENERAL NOTE 1TW CENTERLINE6"6"6"TW CENTERLINEDASHED EDGE STRIPE,FOR WIDTHS, SEE DETAILBLACK BACKGROUND,SEE GENERAL NOTE 1VARIES, CONTROL PROVIDEDFOR THE OUTER EDGE OFOUTER YELLOW STRIPE15' DASH C3.4425' GAPSCALES 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\23_C3.6 PAVEMENT MARKING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 EDGE95% DESIGN 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=5'12"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 DETAILC3.589.5'AHEADLANEONEALIGN TEXT WITH END OFLAST CENTERLINE DASH& CENTER IN LANE2'2'7.5'5.5'4' TYP.TYPICAL DRIVE LANESTRIPING, SEE DETAILC3.586" DASHED DRIVE LANE CENTERLINE,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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\23_C3.6 PAVEMENT MARKING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 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 STRIPING95% DESIGN 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 IMPROVEMENTSC:\Centurywest Dropbox\Puget Sound\Projects\RENTON, CITY OF\`Taxiway A Rehabilitation\CAD\_WORKING\SHEET\24_C3.8 ENLARGED MARKING PLANS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R100% DESIGNAUGUST 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 3 OF 3C3.664 OF 114C3.613SCALE=NTSTAXIWAY A1 ENLARGED SHOULDER PLAN95% DESIGN AHEADLANEONEAHEADLANEONE AHEADLANE ONERUNWAY 16-34TAXIWAY A4T A X IW A Y A 5 TAXIWAY A2525252524 23 2625252PAVEMENT LIMITS, TYP.22222(TYP.)1(TYP.)5(TYP.)5(TYP.)5(TYP.)161(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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.1 July 19, 2024 12:46:35pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL PLAN 1 OF 3C5.165 OF 114MATCHLINE 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 INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES)PROPOSED STORM INLETSILT FENCEEROSION CONTROL BLANKETWHEEL WASHEROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSEDCATCH BASINS PER DETAIL 1, SHEET C5.41INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.42345INSTALL SILT FENCE PER DETAIL 3, SHEET C5.4INSTALL 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 C5.5.6K:\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, 7/19/2024 12:46:34 PM, _AutoCAD PDF (General Documentation).pc3 MPH15MPH15 MPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A32525252323242424222323242424(TYP.)12PAVEMENT LIMITS, TYP.2(TYP.)5(TYP.)1665(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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.2 July 19, 2024 12:46:43pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL PLAN 2 OF 3C5.266 OF 114MATCHLINE STA. 32+33.84 SEE SHEET C5.1 MATCHLINE STA. 44+52.24 SEE SHEET C5.3N0SCALE 1" = 408040EROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSEDCATCH BASINS PER DETAIL 1, SHEET C5.41INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.42345INSTALL SILT FENCE PER DETAIL 3, SHEET C5.4INSTALL 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 C5.5.6EXISTING STORM PIPERUNWAY SAFETY AREARUNWAY OBJECT FREE ZONETAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAINTERCEPTOR DIKEPROPOSED CATCH BASIN INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES)PROPOSED STORM INLETSILT FENCEEROSION CONTROL BLANKETWHEEL WASHK:\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, 7/19/2024 12:46:42 PM, _AutoCAD PDF (General Documentation).pc3 MPH15 MPH15TAXIWAY ARUNWAY 16-342020 2221232221212222242423222122232321 22 23242526TAXIWAY A1 TAXIWAY A2 PAVEMENT LIMITS, TYP.PAVEMENT LIMITS, TYP.22222(TYP.)1(TYP.)5(TYP.)1(TYP.)5(TYP.)5466(TYP.)53RMBXKEYPLAN© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C5.3 July 19, 2024 12:46:48pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL PLAN 2 OF 3C5.367 OF 114MATCHLINE 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 INSERTEXISTING STORM INLETRSAROFZTOFATSASDLEGENDSEEDING (SEE CIVIL SERIES)PROPOSED STORM INLETSILT FENCEEROSION CONTROL BLANKETWHEEL WASHEROSION CONTROL NOTESINSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSEDCATCH BASINS PER DETAIL 1, SHEET C5.41INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.42345INSTALL SILT FENCE PER DETAIL 3, SHEET C5.4INSTALL 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 C5.5.6K:\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, 7/19/2024 12:46:48 PM, _AutoCAD PDF (General Documentation).pc3 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-1 July 19, 2024 12:46:55pm 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.dwg------------JULY 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL DETAILS 1 OF 2C5.468 OF 1141CATCH BASIN INSERT4INTERCEPTOR DIKE3SILT FENCEWORK AREA BETWEEN BERMS2' MIN.18" MIN.2 MAX.12 MAX.1DIKE MATERIAL COMPACTED90% MODIFIED PROCTORGRADING LIMITGRADING LIMITSLOPESVARY2EROSION CONTROL BLANKETK:\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.dwg, 7/19/2024 12:46:56 PM, _AutoCAD PDF (General Documentation).pc3 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-2 July 19, 2024 12:47:02pm 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.dwg------------JULY 202435022.008.021" = 40'DSWAWBMSEROSION CONTROL DETAILS 2 OF 2C5.569 OF 1141WHEEL WASH AND PAVED CONSTRUCTION ENTRANCEK:\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.dwg, 7/19/2024 12:47:02 PM, _AutoCAD PDF (General Documentation).pc3 ------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE GENERAL NOTESC6.070 OF 1141.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTIONMEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, ANDFEDERAL PERMITS PRIOR TO CONSTRUCTION.3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGNMANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARDSPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOTAND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLERESPONSIBILITY OF THE APPLICANT TOCORRECT ANY ERROR, OMISSION OR VARIATIONFROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE ATNO ADDITIONAL COST TO THE CITY.4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOTCONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER,SEWER, GAS,ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAININGWALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TOCONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTEDACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILLREQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION ISIN PROGRESS.6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BYFIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BECONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLERESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TOINDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TOFURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BEAFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THEAS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TOTHE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OFRECORD IF A CONFLICT EXISTS.7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATEPLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK,DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROLTESTS OF THE WSDOT STANDARD SPECIFICATIONS.9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWEDUNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS.ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATIONSTANDARDS.10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THESTART OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THECITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THEGRADE AS STAKED.11.NOT USED.12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION INACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FORROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THETRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT ANDCOMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRELENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALLPIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00,220.10, AND 20.13.NOT USED.14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITHDUCTILE IRON, BOLT- LOCKING LIDS AS SHOWN ON THE PLANS. STRUCTURES SHALL HAVEROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN ON THE AIRPORT. PRIVATESTRUCTURE LIDS OUTSIDE PUBLIC AIRFIELD AND EASEMENTS TO THE CITY SHALL NOTDISPLAY THE CITY LOGO.15.NOT USED.16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTEDTO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMSSHALL BEADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.17.NOT USED.18.ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, SHALL BE OF SOUNDQUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THEFOLLOWING SPECIFICATIONS:·4 - 8 INCH ROCK / 40 - 70% PASSING;·2 - 4 INCH ROCK / 30 - 40% PASSING; AND·LESS THAN 2 INCH ROCK / 10 - 20% PASSING.19.NOT USED.20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH ABOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT T AT THE POINT OFCONNECTION OF A STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN227. 00.21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYORLICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIORTO CONSTRUCTION.22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORMCONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TOTHE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTEDTO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERSAND/OR PAVEMENT.23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED INACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND INTHE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTEDFOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THEDEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILEAND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOILWITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVETHE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTEDWITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THEPROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURINGCONSTRUCTION.26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANYOTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, ANDTO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BEPROVIDED. ANY WORK WITHIN THE AIRCARFT MOVEMENT AREA THAT MAY INTERRUPTNORMAL AIRCRAFT AND VEHICLE FLOW SHALL REQUIRE A TRAFFIC CONTROL PLANAPPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10TEMPORARY TRAFFIC CONTROL SHALL APPLY.27.NOT USED.28.NOT USED.29.NOT USED.30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THERENTON SWDM.31.NOT USED.SURFACE WATER PLAN 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.0 July 19, 2024 12:47:17pm 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.dwgK:\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, 7/19/2024 12:47:16 PM, _AutoCAD PDF (General Documentation).pc3 AHEADLANEONEAHEADLANEONE AHEADLANE ONE TAXIWAY A4TAXIWA Y A 5 TAXIWAY A111 LF 12" DI80 LF 12" DI175 LF 12" DI119 LF 12" RCP102 LF 12" RCP65 LF 12" RCP75 LF 12" RCPSD SD SDSDSDSDIE 12" RCP(S)=21.11'IE 12" RCP(E)=21.01'CB26CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 24+51.05, 59.08' LTRIM: 25.83INV IN (12"): 20.53 EINV IN (12"): 20.53 SCB18CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 30+72.75, 60.00' LTRIM: 25.15INV IN (12"): 18.76 EINV IN (12"): 18.76 NCB29CB TYPE 1-AIRCRAFT RATEDSTA: 22+40, 97.24' LTRIM: 24.96INV IN (12"): 21.74 SINV OUT (12"): 21.74 NCB25CB TYPE 1-AIRCRAFT RATEDSTA: 23+60.54, 72.60' RTRIM: 23.43INV IN (6"): 21.84 WINV OUT (12"): 21.34 NCB19CB TYPE 1-AIRCRAFT RATEDSTA: 30+26.83, 49.77' RTRIM: 23.19INV IN (12"): 19.31 EINV IN (6"): 20.06 SWINV OUT (12"): 19.31 WCB21CB TYPE 1-AIRCRAFT RATEDSTA: 31+00.28, 114.50' RTRIM: 22.45INV OUT (12"): 19.80 SCB20CB TYPE 1-AIRCRAFT RATEDSTA: 30+26.29, 114.51' RTRIM: 22.36INV IN (12"): 19.54 NINV OUT (12"): 19.54 WCB24CB TYPE 1-AIRCRAFT RATEDSTA: 27+44.07, 96.43' RTRIM: 22.19INV OUT (12"): 19.89 WCB23CB TYPE 1-AIRCRAFT RATEDSTA: 27+44.69, 49.32' RTRIM: 23.47INV IN (12"): 19.75 EINV IN (6"): 20.25 NINV OUT (12"): 19.75 WCB22CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 27+77.24, 58.47' LTRIM: 25.21INV IN (12"): 19.41 ECB30CB TYPE 1-AIRCRAFT RATEDSTA: 22+00, 97.24' LTRIM: 24.94INV IN (12"): 21.90 SINV OUT (12"): 21.90 NCB31CB TYPE 1-AIRCRAFT RATEDSTA: 21+60, 97.00' LTRIM: 24.85INV IN (12"): 22.06 SINV OUT (12"): 22.06 NCB32CB TYPE 1-AIRCRAFT RATEDSTA: 20+80, 97.00' LTRIM: 24.78INV OUT (12"): 22.38 NCB28CB TYPE 1-AIRCRAFT RATEDSTA: 22+78.03, 97.25' LTRIM: 24.98INV IN (12"): 21.59 SINV OUT (12"): 21.59 ECB17CB TYPE 1-AIRCRAFT RATEDSTA: 31+74.45, 60.00' LTRIM: 24.79INV IN (12"): 19.27 NINV OUT (12"): 19.27 SCB27CB TYPE 1-AIRCRAFT RATEDSTA: 22+78.04, 59.07' LTRIM: 25.52INV IN (12"): 21.40 WINV OUT (12"): 21.40 N48 LF 12" RCP114 LF 12" RCP40 LF 12" DI40 LF 12" DI2576 LF 12" RCP38 LF 12" DI86 LF 12" RCP24.90RUNWAY 16-3444 LF 12" DIRMBXKEYPLAN© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.1 July 19, 2024 12:47:24pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE IMPROVEMENTS PLAN 1 OF 3C6.171 OF 114MATCHLINE STA. 32+33.84 SEE SHEET C6.2REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLETPOTHOLE PRIOR TO INSTALLING NEW CATCH BASINABANDON/FILL PIPEK:\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, 7/19/2024 12:47:22 PM, _AutoCAD PDF (General Documentation).pc3 MPH15MPH15 MPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A3177 LF 12" RCP193 LF 12" RCPSDSDSDIE 12" RCP(E)=17.95'IE 6" PVC(W)=20.00'IE 6" RCP(NW)=19.95'CB14CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 36+77.72, 60.00' LTRIM: 24.55INV IN (12"): 17.00 SEINV IN (12"): 17.54 NEINV OUT (12"): 16.85 WCB10CB TYPE 1-AIRCRAFT RATEDSTA: 43+25.62, 99.21' RTRIM: 22.24INV 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 EINV IN (6"): 19.00 WINV OUT (12"): 18.50 SWCB12CB TYPE 1-AIRCRAFT RATEDSTA: 40+11.71, 99.42' RTRIM: 22.18INV OUT (12"): 19.51 NCB16CB TYPE 1-AIRCRAFT RATEDSTA: 32+60.08, 60.00' LTRIM: 24.68INV OUT (12"): 19.70 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 2 - 48" AIRCRAFT RATEDSTA: 35+97.16, 50.84' RTRIM: 23.16INV IN (12"): 20.00 SINV IN (12"): 18.85 NEINV OUT (12"): 18.85 NWIE 12" RCP(SW)=19.45'2525232324242586 LF 12" RCP103 LF 12" RCP12 LF 12" RCP137 LF 12" RCP148 LF 12" RCP167 LF 12" RCPRMBXKEYPLAN© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.2 July 19, 2024 12:47:29pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE IMPROVEMENTS PLAN 2 OF 3C6.272 OF 114MATCHLINE STA. 32+33.84 SEE SHEET C6.1 MATCHLINE STA. 44+52.24 SEE SHEET C6.3REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLETPOTHOLE PRIOR TO INSTALLING NEW CATCH BASINABANDON/FILL PIPEK:\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, 7/19/2024 12:47:27 PM, _AutoCAD PDF (General Documentation).pc3 MPH15 MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34160 LF 12" RCP65 LF 12" RCP70 LF 12" RCP161 LF 12" RCP100 LF 12" RCP40 LF 12" RCPSDSDSDSDIE 6" PVC(W)=18.18'IE 12" RCP(N)=17.91'IE 12" RCP(SE)=17.91'CB TYPE 1-AIRCRAFT RATEDCB6CB TYPE 1-AIRCRAFT RATEDSTA: 48+76.30, 100.24' RTRIM: 20.59INV 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"): 17.07 WCB5CB TYPE 2 - 48" AIRCRAFT RATEDSTA: 48+75.97, 60.00' LTRIM: 22.38INV IN (12"): 14.89 EINV OUT (12"): 15.31 WCB4CB TYPE 1-AIRCRAFT RATEDSTA: 50+33.48, 133.78' RTRIM: 20.77INV IN (6"): 18.76 SINV OUT (12"): 18.26 NWCB9CB TYPE 1-AIRCRAFT RATEDSTA: 46+22.13, 100.22' RTRIM: 19.82INV 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: 20.05INV 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 STAXIWAY A1232421 2223232122232122232380 LF 12" RCP134 LF 12" RCPRMBXKEYPLAN© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.3 July 19, 2024 12:47:34pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM DRAINAGE IMPROVEMENTS PLAN 3 OF 3C6.373 OF 114MATCHLINE STA. 44+52.24 SEE SHEET C6.2REMOVE EXISTING STORM PIPEREMOVE EXISTING CATCH BASININSTALL NEW CATCH BASINREPLACE EXISTING CATCH BASIN GRATE WITH SOLIDLOCKING AIRCRAFT-RATED LIDSTORM DRAINAGE NOTESN0SCALE 1" = 408040CONNECT TO EXISTING STRUCTUREINSTALL NEW STORM DRAINAGE PIPECONNECT EXISTING PIPE TO NEW CATCH BASININSTALL NEW STORM DRAIN PIPE AND CONNECT TOEXISTING STORM DRAIN PIPE WHERE EXISTING CATCHBASIN HAS BEEN REMOVEDADJUST STRUCTURE TO GRADEREMOVE AND REPLACE EXISTING STORM PIPEREMOVE AND REPLACE EXISTING CATCH BASINSDSDLEGENDEXISTING STORM PIPEEXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLETPOTHOLE PRIOR TO INSTALLING NEW CATCH BASINABANDON/FILL PIPEK:\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, 7/19/2024 12:47:32 PM, _AutoCAD PDF (General Documentation).pc3 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 AHEADLANE ONERUNWAY 16-34T A X IW A Y A 5 TAXIWAY A101 LF60 LF72 LF103 LFAHEADLANEONEAHEADLANE ONE 38 LF34 LF68 LF111 LFTAXIWAY A4IE 12" RCP(S)=21.11'IE 12" RCP(E)=21.01'163 LF94 LF76 LF110 LF48 LFUNDERDRAIN CLEANOUTSTA: 22+50.02, 25.95' RTRIM: 24.96UNDERDRAIN CLEANOUTSTA: 23+61.15, 25.88' RTRIM: 24.89UNDERDRAIN CLEANOUTSTA: 24+28.81, 25.84' RTRIM: 24.84UNDERDRAIN CLEANOUTSTA: 26+07.33, 26.36' RTRIM: 24.61UNDERDRAIN CLEANOUTSTA: 27+70.15, 26.60' RTRIM: 24.44UNDERDRAIN CLEANOUTSTA: 28+12.48, 198.02' RTRIM: 24.31UNDERDRAIN CLEANOUTSTA: 29+99.98, 25.93' RTRIM: 24.17UNDERDRAIN CLEANOUTSTA: 31+55.78, 26.06' RTRIM: 24.14UNDERDRAIN CLEANOUTSTA: 29+65.44, 197.39' RTRIM: 24.07UNDERDRAIN CLEANOUTSTA: 28+65.63, 151.80' RTRIM: 23.79UNDERDRAIN CLEANOUTSTA: 29+10.85, 159.20' RTRIM: 23.75UNDERDRAIN CLEANOUTSTA: 29+20.33, 51.49' RTRIM: 23.75UNDERDRAIN CLEANOUTSTA: 28+60.31, 58.35' RTRIM: 23.67UNDERDRAIN CLEANOUTSTA: 30+55.45, 25.97' RTRIM: 24.16UNDERDRAIN CLEANOUTSTA: 30+40.99, 25.97' RTRIM: 24.17UNDERDRAIN CLEANOUTSTA: 30+33.41, 25.96' RTRIM: 21.54UNDERDRAIN CLEANOUTSTA: 29+72.45, 25.90' RTRIM: 24.1815 LF36 LF34 LF28 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.4 July 19, 2024 12:47:49pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSUNDERDRAIN PLAN 1 OF 3C6.474 OF 114MATCHLINE STA. 32+33.84 SEE SHEET C6.5N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16)INSTALL CLEANOUT (SEE DETAIL SHEET C6.16)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.16)CONNECT TO EXISTING CLEANOUTEXISTING UNDERDRAINEXISTING UNDERDRAIN PERFORATED PIPEK:\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, 7/19/2024 12:47:47 PM, _AutoCAD PDF (General Documentation).pc3 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WMPH15MPH15 MPH15 MPH15TAXIWAY ARUNWAY 16-34200 LF148 LF196 LF100 LF188 LF64 LF139 LFMPH15MPH15 MPH15MPH 1539 LF149 LFTAXIWAY A3IE 12" RCP(E)=17.95'IE 6" PVC(W)=20.00'IE 6" RCP(NW)=19.95'IE 12" RCP(SW)=19.45'43 LF83 LF130 LF55 LFUNDERDRAIN CLEANOUTSTA: 40+09.35, 197.51' RTRIM: 24.04UNDERDRAIN CLEANOUTSTA: 33+09.06, 26.22' RTRIM: 23.88UNDERDRAIN CLEANOUTSTA: 34+47.15, 26.35' RTRIM: 23.87UNDERDRAIN CLEANOUTSTA: 43+12.52, 26.35' RTRIM: 23.47UNDERDRAIN CLEANOUTSTA: 41+59.35, 26.32' RTRIM: 23.36UNDERDRAIN CLEANOUTSTA: 40+12.34, 26.32' RTRIM: 23.35UNDERDRAIN CLEANOUTSTA: 36+38.83, 66.37' RTRIM: 23.16UNDERDRAIN CLEANOUTSTA: 37+99.04, 139.96' RTRIM: 23.16UNDERDRAIN CLEANOUTSTA: 37+17.80, 138.30' RTRIM: 22.82UNDERDRAIN CLEANOUTSTA: 36+85.76, 109.12' RTRIM: 22.78UNDERDRAIN CLEANOUTSTA: 42+88.74, 26.34' RTRIM: 23.44UNDERDRAIN CLEANOUTSTA: 39+98.25, 26.32' RTRIM: 23.35UNDERDRAIN CLEANOUTSTA: 38+02.54, 26.27' RTRIM: 23.44UNDERDRAIN CLEANOUTSTA: 37+52.20, 31.05' RTRIM: 23.47UNDERDRAIN CLEANOUTSTA: 37+33.61, 194.19' RTRIM: 23.91UNDERDRAIN CLEANOUTSTA: 36+10.41, 40.48' RTRIM: 23.62UNDERDRAIN CLEANOUTSTA: 36+01.43, 35.83' RTRIM: 23.65UNDERDRAIN CLEANOUTSTA: 33+04.01, 26.22' RTRIM: 23.89UNDERDRAIN CLEANOUTSTA: 37+24.72, 77.67' RTRIM: 22.89UNDERDRAIN CLEANOUTSTA: 38+27.36, 153.85' RTRIM: 23.29UNDERDRAIN CLEANOUTSTA: 37+56.13, 29.51' RTRIM: 23.47UNDERDRAIN CLEANOUTSTA: 35+85.24, 28.96' RTRIM: 23.8873 LF60 LF47 LF59 LF71 LF18 LF21 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.5 July 19, 2024 12:47:54pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSUNDERDRAIN PLAN 2 OF 3C6.575 OF 114MATCHLINE 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 INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16)INSTALL CLEANOUT (SEE DETAIL SHEET C6.16)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.16)CONNECT TO EXISTING CLEANOUTEXISTING UNDERDRAIN PERFORATED PIPEEXISTING UNDERDRAINK:\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, 7/19/2024 12:47:52 PM, _AutoCAD PDF (General Documentation).pc3 8''WMPH15 MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34127 LF136 LF66 LF83 LF76 LFMPH15MPH15 59 LF32 LF64 LF37 LF95 LF112 LF68 LF38 LFIE 6" PVC(W)=18.18'IE 12" RCP(N)=17.91'IE 12" RCP(SE)=17.91'200 LF124 LF67 LFUNDERDRAIN CLEANOUTSTA: 53+24.83, 26.19' RTRIM: 23.11UNDERDRAIN CLEANOUTSTA: 45+12.52, 26.38' RTRIM: 23.08UNDERDRAIN CLEANOUTSTA: 56+28.96, 80.19' RTRIM: 23.00UNDERDRAIN CLEANOUTSTA: 52+61.12, 26.28' RTRIM: 22.98UNDERDRAIN CLEANOUTSTA: 52+23.55, 26.33' RTRIM: 22.94UNDERDRAIN CLEANOUTSTA: 48+82.74, 197.36' RTRIM: 22.80UNDERDRAIN CLEANOUTSTA: 50+22.15, 196.41' RTRIM: 22.73UNDERDRAIN CLEANOUTSTA: 54+88.96, 40.04' RTRIM: 22.67UNDERDRAIN CLEANOUTSTA: 47+12.51, 28.01' RTRIM: 22.21UNDERDRAIN CLEANOUTSTA: 52+13.14, 85.12' RTRIM: 22.16UNDERDRAIN CLEANOUTSTA: 52+10.15, 88.13' RTRIM: 22.11UNDERDRAIN CLEANOUTSTA: 49+94.63, 133.17' RTRIM: 21.71UNDERDRAIN CLEANOUTSTA: 48+36.27, 41.33' RTRIM: 21.70UNDERDRAIN CLEANOUTSTA: 51+27.27, 88.28' RTRIM: 21.62UNDERDRAIN CLEANOUTSTA: 49+95.12, 102.28' RTRIM: 21.48UNDERDRAIN CLEANOUTSTA: 49+08.90, 103.00' RTRIM: 21.18UNDERDRAIN CLEANOUTSTA: 50+50.31, 88.42' RTRIM: 21.57UNDERDRAIN CLEANOUTSTA: 50+60.69, 88.40' RTRIM: 21.59UNDERDRAIN CLEANOUTSTA: 48+74.69, 46.45' RTRIM: 21.62UNDERDRAIN CLEANOUTSTA: 48+77.67, 47.44' RTRIM: 21.6063 LF33 LF39 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.6 July 19, 2024 12:47:59pm 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######------------JULY 202435022.008.021" = 40'DSWAWBMSUNDERDRAIN PLAN 3 OF 3C6.676 OF 114MATCHLINE STA. 44+52.24 SEE SHEET C6.5 N0SCALE 1" = 408040EXISTING STORM PIPEEXISTING STORM INLETPROPOSED UNDERDRAIN PERFORATED PIPEPROPOSED STORM INLET (SEE DRAINAGE SHEETS)PROPOSED CLEANOUTSDUNDERDRAIN NOTESLEGENDPROPOSED UNDERDRAIN OUTFALL PIPEINSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16)INSTALL CLEANOUT (SEE DETAIL SHEET C6.16)CONNECT TO CATCH BASININSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEEDETAIL SHEET C6.16)CONNECT TO EXISTING CLEANOUTEXISTING UNDERDRAIN PERFORATED PIPEEXISTING UNDERDRAINK:\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, 7/19/2024 12:47:57 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 12 TO CB 10148 LF 12" RCP @ 0.30%EXISTING GRADEAPPROXIMATE EX. 2" TELECOMCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" AIRCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" POWERCONTRACTOR TO CONFIRM DEPTH166 LF 12" RCP @ 0.30%Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM EXCB 21 TO CB 10176 LF 12" RCP @ 0.35%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 2" TELECOMCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.7 July 19, 2024 12:48:23pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 1 OF 8C6.777 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBXMBXK:\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, 7/19/2024 12:48:16 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB26 TO EXCB 288110 LF 12" RCP @ 0.43%EXISTING GRADEPROPOSED GRADEAPPROXIMATE EX. 8" WATERTO BE ABANDONED IN PLACECONTRACTOR TO CONFIRM DEPTHHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 25 TO EXCB 36076 LF 12" RCP @ 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.8 July 19, 2024 12:48:33pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 2 OF 8C6.878 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBXK:\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, 7/19/2024 12:48:29 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB28 TO CB2738 LF 12" RCP @ 0.50%APPROXIMATE EX. 2" TELECOMCONTRACTOR TO CONFIRM DEPTHHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB32 TO CB2880 LF 12" RCP @ 0.40%40 LF 12" RCP @ 0.40%PROPOSED GRADEEXISTING GRADE40 LF 12" RCP @ 0.40%38 LF 12" RCP @ 0.40%AHEADLANEONEAHEADLANEONEAHEADLANEONEAHEADLANEONELANEONE AHEADLANEONEAHEADLANEONEHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB27 TO CB26173 LF 12" RCP @ 0.50%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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.9 July 19, 2024 12:48:45pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 3 OF 8C6.979 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX N0SCALE 1" = 306030'MBX MBXK:\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, 7/19/2024 12:48:38 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB22 TO CB2447 LF 12" RCP @ 0.30%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 2" LIGHTINGTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTH113 LF 12" RCP @ 0.30%Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB20 TO CB2174 LF 12" RCP @ 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.10 July 19, 2024 12:49:00pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 4 OF 8C6.1080 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBXK:\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, 7/19/2024 12:48:54 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB18 TO CB2065 LF 12" RCP @ 0.35%119 LF 12" RCP @ 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 CB18 TO CB16102 LF 12" RCP @ 0.50%PROPOSED GRADEEXISTING GRADE86 LF 12" RCP @ 0.50%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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.11 July 19, 2024 12:49:15pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 5 OF 8C6.1181 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBXK:\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, 7/19/2024 12:49:08 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 14 TO CB 15PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 8" WATERTO BE REMOVEDCONTRACTOR TO CONFIRM DEPTHHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 14 TO CB 13193 LF 12" RCP @ 0.50%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 EXCB 242102 LF 12" RCP @ 0.59%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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.12 July 19, 2024 12:49:29pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 6 OF 8C6.1282 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBX MBX N0SCALE 1" = 306030'MBXK:\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, 7/19/2024 12:49:19 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 9 TO CB 680 LF 12" RCP @ 0.40%134 LF 12" RCP @ 0.40%PROPOSED GRADEEXISTING GRADEHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB 6 TO CB 5160 LF 12" RCP @ 0.50%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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.13 July 19, 2024 12:49:41pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 7 OF 8C6.1383 OF 114N0SCALE 1" = 306030'N0SCALE 1" = 306030'MBXMBXK:\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, 7/19/2024 12:49:34 PM, _AutoCAD PDF (General Documentation).pc3 Horizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB3 TO CB2161 LF 12" RCP @ 0.35%PROPOSED GRADEEXISTING GRADEAPPROXIMATE EX. 2" LIGHTINGCONTRACTOR TO CONFIRM DEPTHTAXIWAY A TAXIWAY AHorizontal Scale: 1"=30'Vertical Scale: 1"=3'STORM CB4 TO CB1100 LF 12" RCP @ 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:C6.14 July 19, 2024 12:49:51pm 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------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM PLAN & PROFILE 8 OF 8C6.1484 OF 114N0SCALE 1" = 306030'MBX N0SCALE 1" = 306030'MBXK:\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, 7/19/2024 12:49:44 PM, _AutoCAD PDF (General Documentation).pc3 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-1 July 19, 2024 12:49:56pm 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.dwg------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM DETAILS 1 OF 2C6.1585 OF 114K:\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.dwg, 7/19/2024 12:49:57 PM, _AutoCAD PDF (General Documentation).pc3 GENERAL NOTES:UNDERDRAINPERFORATED UNDERDRAIN PIPEUNDERDRAIN BEDDINGUNDERDRAIN CLEANOUTUNDERDRAIN STAMPED COVER14355UNDERDRAIN OUTFALL CONNECTION2EXISTING OR PROPOSED DRAINAGE INLETR© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Valenzuela, Zaire Sheet Set:RNT_TAXIWAY A REHAB Layout:NULL3 July 19, 2024 12:50:01pm 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.dwg------------JULY 202435022.008.021" = 40'DSWAWBMSSTORM DETAILS 2 OF 2C6.1686 OF 114K:\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.dwg, 7/19/2024 12:50:02 PM, _AutoCAD PDF (General Documentation).pc3 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 16-34EX 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.1 July 19, 2024 10:38:17am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION FIRE WATERLINE NOTES------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER IMPROVEMENTS PLAN 1 OF 6C7.187 OF 114 MATCHLINE, SEE SHEET C7.5H320NO CONC PADH3194'X8' CONC PADH3184'X8' CONC PADH3174'X8' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, AND TOP4' OF MANHOLE, BREAK MANHOLE BASE TO ALLOW FORDRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORESURFACE.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 FENCE447 LF257 LF507 LFPROTECT 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.CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ.SCHEDULE G, SEESHEET C7.5 FORCONTINUATION.RESTORATION NOTESRESTORE EX HMA PER CITY OF RENTON STD PLAN 110.1,SHT C7.7RESTORE 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-00274SCHEDULE ALIMITSTYP 2THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8.SCHEDULE ALIMITS 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/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////8''WBOEING FUELFARM BUILDINGNORTHING: 182729.05EASTING: 1298091.44NORTHING: 182947.18EASTING: 1298145.09BOEING 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+00.005.0'4.8'RUNWAY 16-34BOEING FUEL FARMTAXIWAY A4 TAXIWAY A5 TAXIWAY 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 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.2 July 19, 2024 10:38:27am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION FIRE WATERLINE NOTES417 LF------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER IMPROVEMENTS PLAN 2 OF 6C7.288 OF 114 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, AND TOP4' OF MANHOLE, BREAK MANHOLE BASE TO ALLOW FORDRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORESURFACE.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.CITY OF RENTON 12" W AND EX10" FIRE WATERLINE,SEE NOTE 3, THIS SHEETEX CITY OF RENTON 30" STLCASED 16" WATER MAIN703 LF178 LF218 LF119 LFLEGENDLEGEND 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.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. 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.3 July 19, 2024 10:38:37am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION FIRE WATERLINE NOTES------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER IMPROVEMENTS PLAN 3 OF 6C7.389 OF 114 MATCHLINE, SEE SHEET C7.2 676 LFH3243'X4' CONC PADH3233'X4' CONC PADH3224'X6' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, AND TOP4' OF MANHOLE, BREAK MANHOLE BASE TO ALLOW FORDRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORESURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE.3.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMEDCONCURRENT WITH A RUNWAY CLOSURE.250 LFLEGENDLEGEND 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.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 C7.4 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 A2EX 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.4 July 19, 2024 10:38:47am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION NOTES1.FINAL SET ELEVATION OF METER AND BACKFLOW PREVENTORTO BE COORDINATED WITH CIVIL GRADING SHEETS.FIRE WATERLINE NOTES------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER IMPROVEMENTS PLAN 4 OF 6C7.490 OF 114 MATCHLINE, 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, SHT C7.8. SEE NOTE 1, THIS SHEET.REMOVE AND REPLACE EXISTING BACKFLOW PREVENTOR,PROTECT EXIST BACKFLOW PREVENTOR. BACKFLOWPREVENTOR BOX PER CITY OF RENTON STD PLAN 340.8,SHT C7.8. SEE NOTE 1, THIS SHEET.PROTECT EXISTINGCITY OF RENTON FIREHYDRANT ANDBOLLARDSEX CITY OF RENTONHYDRANT HYD-N-00575PROTECT EXCATCH BASIN 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------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER IMPROVEMENTS PLAN 5 OF 6C7.591 OF 114 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.5 July 19, 2024 10:39:00am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION FIRE WATERLINE NOTES310 LFNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, ANDTOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FORDRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORESURFACE.2.EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS.CONTRACTOR TO FIELD LOCATE & VERIFY EX ROUTING OFFIRE WATERLINE.3.CONTRACTOR SHALL CONFIRM EX MATERIAL, SIZE, &LOCATIONS AHEAD OF FIRE WATERLINE ABANDONMENT.4.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMEDCONCURRENT WITH A RUNWAY CLOSURE.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.INSTALL 10" BLIND FLANGE ON EX 10"X12" CROSS, SEENOTE 3 THIS SHEET.THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8.SCHEDULE G, SEESHEET C7.1 FORCONTINUATION. 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//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////8''W8''W8''WBOEING FUELFARM BUILDINGNORTHING: 182729.05EASTING: 1298091.44NORTHING: 182947.18EASTING: 1298145.09BOEING 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 HYDRANTABANDON EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED TAPPING TEEPROPOSED THRUST BLOCKX''WX''W PRD///////////X''W------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER IMPROVEMENTS PLAN 6 OF 6C7.692 OF 114 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.6 July 19, 2024 10:39:16am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION FIRE WATERLINE NOTESNOTESTESTING CONNECTIONFINAL CONNECTIONSCALE: -NTSAHYDRANT 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 C7.7W/ TBREMOVE TEMP BLOCKING, CAP & BLOW-OFFAND CONNECT TO EX. 16" DI W W/1-6" DI SPOOL, LENGTH TO FIT1-6" DI SLEEVE, RJ1-16"x6" TAPPING TEE, FL PER CITY OFRENTON STD PLAN 300.5, SHEET C7.71-6" GV, FLxRJW/ TB PER CITY OF RENTON STD PLAN 330.1,SHEET C7.78"DI WEX 12"DI W1-8" TEMP DI PLUG, RJ W/2" TEMP BLOW-OFFASSEMBLY PER CITY OFRENTON STD PLAN 340.2,SHEET C7.7W/ TBEX HYDRANT8"DI WEX 12"DI WEX HYDRANTREMOVE TEMP BLOCKING, CAP & BLOW-OFFAND CONNECT TO EX. 12" DI W W/1-8" DI SPOOL, LENGTH TO FIT1-8" DI SLEEVE, RJ1-12"x8" TAPPING TEE, FL PER CITY OFRENTON STD PLAN 300.5, SHEET C7.71-8" GV, FLxRJW/ TB PER CITY OF RENTON STD PLAN 330.1,SHEET C7.7TESTING CONNECTIONFINAL CONNECTIONSCALE: -NTSBHYDRANT 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.SURFACE RESTORATION OUTSIDE OF FENCE PER CITY STD DETAILS ON SHEET C7.7. SURFACERESTORATION W/IN FENCE PER CIVIL SHEET.7.REMOVE AND SALVAGE EXISTING CHAIN LINK FENCE FABRIC, TOP RAIL AND "NO TRESPASSING"SIGN. PROTECT EXISTING FENCE POSTS. FOLLOWING WATER MAIN INSTALLATION, REINSTALLFENCE, "NO TRESPASSING" SIGN, AND REPLACE 3-STRAND BARBED WIRE.EX 12"DI COUPLING.(PER RCD DWG)539 LF133 LF22 LFEX BOEING 6" DI WFUEL FARM BUILDING FIRE SERVICESEE NOTE 5, THIS SHEETPROTECT EX 7.5' TALL SECURITYFENCE AND CONC CURBEX 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 NOTESGRIND AND OVERLAY PER CITY OF RENTON STD PLAN 110, SHEET C7.7RESTORE DISTRUBED EX GRAVEL AREA TO EX CONDITIONS.REMOVE & RESTORE EX FENCE, SEE NOTE 7, THIS SHEET.RESTORE EX CONC CURB PER CITY OF RENTON STD PLAN 101, SHT C7.7.RESTORE EX HMA PER CITY OF RENTON STD PLAN 220.20, SHT C7.7.RESTORE DISTURBED CONC W/ HMA PER CITY OF RENTON STD PLAN 220.20,SHT C7.7.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 C7.8.8" RJ DI PIPE, CLASS 52. SEE NOTES 3 & 6, THIS SHEET.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, SHT C7.7.PROTECT CITY OF RENTON16" WATER MAINRESTORE DISTURBED CONC PER CITY OF RENTON STD PLAN 102, SHT C7.7W. PERIMETER RD. 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.7 July 19, 2024 10:39:39am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-DTLS-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER DETAILS 1 OF 2C7.793 OF 114 -1FIRE HYDRANT PROTECTION BOLLARD 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Yurovchak, Emily Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.8 July 19, 2024 10:39:53am K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\phase 1 - 2024 bid package\C7.0-WATR-DTLS-090119000.dwgPRELIMINARYNOT FOR CONSTRUCTION------------JULY 202435022.008.021" = 40'DSWCEFCTHWATER DETAILS 2 OF 2C7.894 OF 114 S.S.PAVEDS.PAVEDS.PAVEDS.S.AIRCRAFT PARKINGAIRCRAFT PARKINGS.PAVED PARKINGS.S.S.PAVEDS.S.PAVEDPAVEDAIRCRAFT PARKINGS.S.S.S.S.S.S.S.S.S.S.S.AIRPORTPROPERTYS.S.S.S.S.S.S.PAVEDPAVEDPAVEDPAVEDS.S.S.S.AHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONE MPH15 MPH15MPH15 MPH15MPH15 MPH15MPH15PAVEDPAVEDPAVEDAIRCRAFT PARKINGAIRCRAFT PARKINGPAVED PARKINGPAVEDPAVEDPAVEDAIRCRAFT PARKINGAIRPORTPROPERTYDENSEBRUSHDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHPAVEDPAVEDPAVEDPAVEDDENSE TREESPAVEDPAVEDPAVEDAIRCRAFT PARKINGAIRCRAFT PARKINGPAVED PARKINGPAVEDPAVEDPAVEDAIRCRAFT PARKINGAIRPORTPROPERTYDENSEBRUSHDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHPAVEDPAVEDPAVEDPAVEDDENSE TREESPAVEDPAVEDPAVEDAIRCRAFT PARKINGAIRCRAFT PARKINGPAVED PARKINGPAVEDPAVEDPAVEDAIRCRAFT PARKINGAIRPORTPROPERTYDENSEBRUSHDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHDENSE TREESDENSE BRUSHPAVEDPAVEDPAVEDPAVEDDENSE 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E0.1 July 19, 2024 11:31:45am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\ESOW Phase1-090119000.dwgLEGEND:SCOPE OF WORK:EXISTING ELECTRICAL CONDUIT/DUCT BANKPROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E.PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E.CONDUIT OR DUCT TO BE REMOVEDEXISTING CONCRETE HANDHOLEPROPOSED TAXIWAY EDGE LIGHTEXISTING RUNWAY THRESHOLD/END/EDGE LIGHTEXISTING AIRFIELD GUIDANCE SIGNPROPOSED AIRFIELD GUIDANCE SIGN ON 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 MATERIAL(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 EXISTINGBASE CAN. INSTALL NEW L-823 CONNECTOR KIT AND NEW L-824 5KC AIRFIELD CABLING AT EACH BASE CAN.INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER, L-823CONNECTOR KIT, AND L-824 5KV AIRFIELD CABLING ON NEW L-868 BASE CAN.INSTALL NEW L-858 SIZE 2, 1 MODULE LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW L-858 SIZE 2, 2 MODULE LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.INSTALL NEW L-858 SIZE 2, 4 MODULE LED GUIDANCE SIGN ON EXISTING 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 L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATIONTRANSFORMER, L-823 CONNECTOR KIT AND CABLING.SALVAGE EXISTING L-861 ELEVATED RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER AND REINSTALL ONNEW L-867 BASE CAN.INSTALL NEW L-858 SIZE 2, 2 MODULE LED GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.INSTALL NEW L-858 SIZE 2, 4 MODULE LED GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.TYP.TYP.TYP.TYP.TYP.TYP.TYP.RUNWAY 16-34TAXIWAY ATAXIWAY ATAXIWAY AA7A6A5A4A3A2A1TYP.TYP.------------JULY 202435022.008.021" = 200'JDBDKPJPTELECTRICAL SCOPE OF WORK PLANE0.195 OF 114E1.1E2.1E1.2E2.2E1.3E2.3E1.4E2.4E1.5E2.5ADDITIVE ALTERNATIVE SCOPEOF WORKINSTALL NEW 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONAL BORE FROM AIRFIELD LIGHTING VAULT TO NEWHOMERUN HANDHOLES.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 PILOTCONTROLLED RADIO, NEW RELAY CABINET, AND NEW PATCH PANEL. RELOCATE EXISTING SERVICE PANEL,AUTOMATIC TRANSFER SWITCHES, AND AIRFIELD ELECTRICAL POWER AND CONTROLS EQUIPMENT TO REMAIN.N0SCALE 1" = 200400200 MPH15TAXIWAY 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.1 July 19, 2024 11:32:07am \\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.dwgELECTRICAL DEMOLITION NOTESMATCHLINE, SEE SHEET E1.2------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 1 OF 5E1.196 OF 114N0SCALE 1" = 408040REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASECAN IN PLACE.PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. PAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE AHEADLANEONETAXIWAY ATA X I W A Y A 6RUNWAY 16-34CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1KEYPLANR© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.2 July 19, 2024 11:32:37am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 2 OF 5E1.297 OF 114MATCHLINE, SEE SHEET E1.1 MATCHLINE, SEE SHEET E1.3ELECTRICAL DEMOLITION NOTESN0SCALE 1" = 408040REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASECAN IN PLACE.PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. AHEADLANE ONE 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.3 July 19, 2024 11:33:09am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 3 OF 5E1.398 OF 114MATCHLINE, SEE SHEET E1.2 MATCHLINE, SEE SHEET E1.4ELECTRICAL DEMOLITION NOTESN0SCALE 1" = 408040REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASECAN IN PLACE.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD CABLING FROM EXISTING ELECTRICAL CONDUIT. PROTECT EXISTINGELECTRICAL CONDUIT IN PLACE FOR REUSE.PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. SALVAGE RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER FOR REINSTALLATION ONNEW BASE CAN.HOMERUN DUCTBANK AIRCRAFT PARKINGAIRCRAFT PARKINGMPH15 MPH15////////////////////////////////////////////////////////////////TAXIWAY 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.4 July 19, 2024 11:33:39am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 4 OF 5E1.499 OF 114MATCHLINE, SEE SHEET E1.3 MATCHLINE, SEE SHEET E1.5ELECTRICAL DEMOLITION NOTESN0SCALE 1" = 408040REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASECAN IN PLACE.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD CABLING FROM EXISTING ELECTRICAL CONDUIT. PROTECT EXISTINGELECTRICAL CONDUIT IN PLACE FOR REUSE.PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING,AND BASECAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTMD-1557.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING ANDBASE CAN. SALVAGE RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER FOR REINSTALLATION ONNEW BASE CAN.REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL ALL CIRCUIT CABLES BACK TONEAREST JUNCTION POINT FOR RECONNECTION. MPH15MPH15 ///////////////////////////TAXIWAY 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.5 July 19, 2024 11:34:10am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL DEMOLITION PLAN 5 OF 5E1.5100 OF 114MATCHLINE, SEE SHEET E1.4ELECTRICAL DEMOLITION NOTESN0SCALE 1" = 408040REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASECAN IN PLACE.REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE.REMOVE EXISTING AIRFIELD CABLING FROM EXISTING ELECTRICAL CONDUIT. PROTECT EXISTINGELECTRICAL CONDUIT IN PLACE FOR REUSE.PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE.REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING,AND BASECAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTMD-1557.PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL ALL CIRCUIT CABLES BACK TONEAREST JUNCTION POINT FOR RECONNECTION.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION.REMOVE EXISTING ELECTRICAL HANDHOLE. MPH15R-01L-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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.1 July 19, 2024 11:34:43am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5E2.1101 OF 114MATCHLINE, SEE SHEET E2.2 TYP.TYP.TYP.TYP.ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040TYP.TYP.TYP.TYP.TYP.TYP.18771883(E) REILEQUIPMENT RACK(E) REIL183187188937779997718GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.TYP.TYP.TYP.PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE.3PROTECT EXISTING CONDUIT IN PLACE.7PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.8PROTECT EXISTING HANDHOLE IN PLACE.9INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.18 AHEADLANEONEPAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE AHEADLANEONER-02L-43L-44L-51L-25L-26L-27L-28L-29L-30L-31L-32L-33L-42L-41L-40L-39L-38L-37L-36L-35L-34TAXIWAY ATA X I W A Y A 6RUNWAY 16-34CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1KEYPLANR© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.2 July 19, 2024 11:35:11am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5E2.2102 OF 114MATCHLINE, SEE SHEET E2.1 MATCHLINE, SEE SHEET E2.3 TYP.1818TYP.18TYP.7TYP.7888TYP.3TYP.38ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 40804010987TYP.7TYP.98777TYP.7TYP.7TYP.7TYP.7TYP.7TYP.7TYP.9997187818TYP.71818GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.TYP.TYP.TYP.TYP.PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE.3PROTECT EXISTING CONDUIT IN PLACE.7PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.8PROTECT EXISTING HANDHOLE IN PLACE.9REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.10INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.18 ATCT CLEARANCE REQUIREDAHEADLANEONE MPH 15 MPH15AHEADLANE ONE MPH15 MPH15S-04S-01S-02S-05S-03R-03L-45L-46L-47L-48L-49L-50L-54L-55L-56L-57L-58L-59L-60L-61L-62L-63L-64L-65L-66L-67L-68L-69L-70L-71L-72L-73L-74L-75L-76L-77L-78L-79L-80L-52L-53RUNWAY 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.3 July 19, 2024 11:35:43am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5E2.3103 OF 114MATCHLINE, SEE SHEET E2.2 MATCHLINE, SEE SHEET E2.4 TYP.18TYP.18TYP.2TYP.2TYP.264564TYP.3TYP.3ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 4080409218TYP.TYP.210977107TYP.999987TYP.27TYP.992182182TYP.TYP.TYP.TYP.87TYP.7TYP.7TYP.7TYP.7TYP.TYP.18GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.PULL NEW L-824 NO. 8 5KV TYPE C AIRFIELD CABING THROUGH EXISTING ELECTRICAL CONDUIT FOR NEWTAXIWAY A EDGE LIGHTING CIRCUIT. SEE CIRCUIT MAP SHEET E5.1.PROTECT EXISTING RUNWAY END/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.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.2HOMERUN DUCTBANK ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH 15 AIRCRAFT PARKINGAIRCRAFT PARKINGMPH15 MPH15S-08S-07S-06R-04L-81L-82L-83L-84L-85L-95L-94L-93L-92L-91L-90L-89L-88L-96L-97L-98L-99L-100L-101L-102L-103L-87L-86TAXIWAY 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.4 July 19, 2024 11:36:16am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5E2.4104 OF 114MATCHLINE, SEE SHEET E2.3 MATCHLINE, SEE SHEET E2.5 TYP.1811TYP.719TYP.2TYP.19564TYP.3TYP.3ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 4080401021882TYP.7TYP.TYP.TYP.999TYP.72997777TYP.7TYP.7TYP.7TYP.191181818181191919GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.PULL NEW L-824 NO. 8 5KV TYPE C AIRFIELD CABING THROUGH EXISTING ELECTRICAL CONDUIT FOR NEWTAXIWAY A EDGE LIGHTING CIRCUIT. SEE CIRCUIT MAP SHEET E5.1.PROTECT EXISTING RUNWAY END/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.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING. MPH15MPH15MPH15MPH15 S-10S-09L-103L-104L-106L-107L-108L-109L-110L-111L-115L-114L-113L-117L-118L-119L-120L-121L-122L-123L-124L-125L-126L-127L-128L-112L-116HH-01LT-03LT-02LT-01TAXIWAY 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.5 July 19, 2024 11:36:45am \\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------------JULY 202435022.008.021" = 40'JDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5E2.5105 OF 114MATCHLINE, SEE SHEET E2.4 TYP.181TYP.2TYP.2TYP.2TYP.196161212121111112013TYP.3ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040(E) REIL(E) REIL EQUIPMENT RACK33877TYP.82877992TYP.18TYP.111911111GENERAL NOTES:1. CONTRACTOR TO COORDINATE UTILITYCROSSINGS PRIOR TO TRENCHING OPERATIONS.2. SEE CIVIL DRAWINGS FOR COORDINATION WITHDRAINAGE PLANS.57INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.1PULL NEW L-824 NO. 8 5KV TYPE C AIRFIELD CABING THROUGH EXISTING ELECTRICAL CONDUIT FOR NEWTAXIWAY A EDGE LIGHTING CIRCUIT. SEE CIRCUIT MAP SHEET E5.1.2PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE.3INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.5INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.6PROTECT EXISTING CONDUIT IN PLACE.7PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.8PROTECT EXISTING HANDHOLE IN PLACE.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 SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.16INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEWISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.18INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING.19INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.20 L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-01STA. 3+40.91120.66' LT.L-867BTWY ABLUE3.01L-02STA. 3+10.7790.43' LT.L-867BTWY ABLUE3.01L-03STA. 2+74.0369.70' LT.L-867BTWY ABLUE3.01L-04STA. 2+33.4261.69' LT.L-867BTWY ABLUE3.01L-05STA. 2+13.5392.73' RT.L-867BTWY ABLUE3.01L-06STA. 2+26.9674.99' RT.L-867BTWY ABLUE3.01L-07STA. 2+59.7259.30' RT.L-867BTWY ABLUE3.01L-08STA. 2+97.3959.31' RT.L-867BTWY ABLUE3.01L-09STA. 3+59.7362.59' RT.L-867BTWY ABLUE3.01L-10STA. 4+37.1958.65' RT.L-867BTWY ABLUE3.01L-100STA. 43+91.2331.17' RT.L-867BTWY ABLUE3.01L-101STA. 45+46.6431.14' RT.L-867BTWY ABLUE3.01L-102STA. 46+52.9531.06' RT.L-867BTWY ABLUE3.01L-103STA. 47+02.6931.30' RT.L-867BTWY ABLUE3.01L-104STA. 47+78.2538.66' RT.L-867BTWY ABLUE3.01L-106STA. 48+53.1446.31' RT.L-867BTWY ABLUE3.01L-107STA. 48+89.6061.15' RT.L-867BTWY ABLUE3.01L-108STA. 49+04.4698.04' RT.L-867BTWY ABLUE3.01L-109STA. 49+06.76127.44' RT.L-867BTWY ABLUE3.01L-11STA. 4+62.5756.18' RT.L-867BTWY ABLUE3.01L-110STA. 49+09.36159.30' RT.L-867BTWY ABLUE3.01L-111STA. 49+03.76182.32' RT.L-867BTWY ABLUE3.01L-112STA. 50+10.20182.92' RT.L-867BTWY ABLUE3.01L-113STA. 49+97.33156.92' RT.L-867BTWY ABLUE3.01L-114STA. 49+99.30128.41' RT.L-867BTWY ABLUE3.01L-115STA. 50+01.8294.10' RT.L-867BTWY ABLUE3.01L-116STA. 50+55.8093.06' RT.L-867BTWY ABLUE3.01L-117STA. 51+13.8592.95' RT.L-867BTWY ABLUE3.01L-118STA. 51+73.4492.52' RT.L-867BTWY ABLUE3.01L-119STA. 52+17.9391.95' RT.L-867BTWY ABLUE3.01L-12STA. 5+27.2558.88' RT.L-867BTWY ABLUE3.01L-120STA. 52+18.6666.22' RT.L-867BTWY ABLUE3.01L-121STA. 52+18.6131.01' RT.L-867BTWY ABLUE3.01L-122STA. 52+79.6731.41' RT.L-867BTWY ABLUE3.01L-123STA. 53+36.5831.39' RT.L-867BTWY ABLUE3.01L-124STA. 53+89.9334.64' RT.L-867BTWY ABLUE3.01L-125STA. 54+44.4939.98' RT.L-867BTWY ABLUE3.01L-126STA. 54+99.5744.40' RT.L-867BTWY ABLUE3.01L-127STA. 55+56.5847.19' RT.L-867BTWY ABLUE3.01L-128STA. 56+01.0356.73' RT.L-867BTWY ABLUE3.01L-13STA. 5+79.0158.67' RT.L-867BTWY ABLUE3.01L-14STA. 6+31.8757.37' RT.L-867BTWY ABLUE3.01L-15STA. 6+82.0658.49' RT.L-867BTWY ABLUE3.01L-16STA. 6+91.0788.14' RT.L-867BTWY ABLUE3.01L-17STA. 7+41.0587.91' RT.L-867BTWY ABLUE3.01L-18STA. 8+10.5888.00' RT.L-867BTWY ABLUE3.01L-19STA. 8+80.5387.88' RT.L-867BTWY ABLUE3.01L-20STA. 9+29.6287.74' RT.L-867BTWY ABLUE3.01L-21STA. 9+27.8941.57' RT.L-867BTWY ABLUE3.01L-22STA. 9+41.3931.02' RT.L-867BTWY ABLUE3.01L-23STA. 9+91.4731.34' RT.L-867BTWY ABLUE3.01L-24STA. 11+24.4531.37' RT.L-867BTWY ABLUE3.01L-25STA. 13+07.2731.09' RT.L-867BTWY ABLUE3.01L-26STA. 14+90.9031.30' RT.L-867BTWY ABLUE3.01L-27STA. 16+72.9734.63' RT.L-867BTWY ABLUE3.01L-28STA. 16+86.2742.11' RT.L-867BTWY ABLUE3.01L-29STA. 16+86.4957.36' RT.L-867BTWY ABLUE3.01L-30STA. 16+64.72103.09' RT.L-867BTWY ABLUE3.01L-31STA. 16+39.54147.20' RT.L-867BTWY ABLUE3.01L-32STA. 16+18.39172.41' RT.L-867BTWY ABLUE3.01L-33STA. 15+91.90188.09' RT.L-867BTWY ABLUE3.01L-34STA. 17+33.46185.78' RT.L-867BTWY ABLUE3.01L-35STA. 17+17.89163.00' RT.L-867BTWY ABLUE3.01L-36STA. 17+19.08134.80' RT.L-867BTWY ABLUE3.01L-37STA. 17+32.13111.00' RT.L-867BTWY ABLUE3.01L-38STA. 17+46.0488.86' RT.L-867BTWY ABLUE3.01L-39STA. 17+84.7942.33' RT.L-867BTWY ABLUE3.01L-40STA. 18+06.7331.13' RT.L-867BTWY ABLUE3.01L-41STA. 18+56.5930.83' RT.L-867BTWY ABLUE3.01L-42STA. 19+60.8230.83' RT.L-867BTWY ABLUE3.01L-43STA. 21+14.5230.83' RT.L-867BTWY ABLUE3.01L-44STA. 22+68.6130.80' RT.L-867BTWY ABLUE3.01L-45STA. 23+73.3530.98' RT.L-867BTWY ABLUE3.01L-46STA. 24+22.9731.04' RT.L-867BTWY ABLUE3.01L-47STA. 24+44.1141.69' RT.L-867BTWY ABLUE3.01L-48STA. 24+53.0865.98' RT.L-867BTWY ABLUE3.01L-49STA. 24+40.7591.29' RT.L-867BTWY ABLUE3.01L-50STA. 23+50.34147.44' RT.L-867BTWY ABLUE3.01L-51181.94' RT.L-867BTWY ABLUE3.01L-51STA. 22+50.32181.94' RT.L-867BTWY ABLUE3.01L-52STA. 24+53.29191.10' RT.L-867BTWY ABLUE3.01L-53STA. 24+53.83186.13' RT.L-867BTWY ABLUE3.01L-54STA. 24+35.11182.16' RT.L-867BTWY ABLUE3.01L-55STA. 24+40.14162.12' RT.L-867BTWY ABLUE3.01L-56STA. 24+75.49127.84' RT.L-867BTWY ABLUE3.01L-57STA. 25+10.3094.10' RT.L-867BTWY ABLUE3.01L-58STA. 25+46.7560.08' RT.L-867BTWY ABLUE3.01L-59STA. 25+79.1539.58' RT.L-867BTWY ABLUE3.01L-60STA. 26+18.2030.69' RT.L-867BTWY ABLUE3.01L-61STA. 27+14.3130.61' RT.L-867BTWY ABLUE3.01L-62STA. 28+11.0030.73' RT.L-867BTWY ABLUE3.01L-63STA. 28+46.6646.17' RT.L-867BTWY ABLUE3.01L-64STA. 28+61.5982.87' RT.L-867BTWY ABLUE3.01L-65STA. 28+61.14116.91' RT.L-867BTWY ABLUE3.01L-66STA. 28+60.78151.15' RT.L-867BTWY ABLUE3.01L-67STA. 28+46.00179.10' RT.L-867BTWY ABLUE3.01L-68STA. 28+19.58191.08' RT.L-867BTWY ABLUE3.01L-69STA. 29+29.45178.30' RT.L-867BTWY ABLUE3.01L-70STA. 29+16.97152.51' RT.L-867BTWY ABLUE3.01L-71STA. 29+16.14116.46' RT.L-867BTWY ABLUE3.01L-72STA. 29+15.8282.05' RT.L-867BTWY ABLUE3.01L-73STA. 29+31.2045.54' RT.L-867BTWY ABLUE3.01L-74STA. 29+67.4130.98' RT.L-867BTWY ABLUE3.01L-75STA. 30+17.1830.78' RT.L-867BTWY ABLUE3.01L-76STA. 30+88.6930.97' RT.L-867BTWY ABLUE3.01L-77STA. 32+09.5731.14' RT.L-867BTWY ABLUE3.01L-78STA. 33+30.9630.94' RT.L-867BTWY ABLUE3.01L-79STA. 34+51.8531.18' RT.L-867BTWY ABLUE3.01L-80STA. 35+23.0031.01' RT.L-867BTWY ABLUE3.01L-81STA. 35+72.9431.12' RT.L-867BTWY ABLUE3.01L-82STA. 36+07.1343.85' RT.L-867BTWY ABLUE3.01L-83STA. 36+73.20102.48' RT.L-867BTWY ABLUE3.01L-84STA. 37+35.00163.77' RT.L-867BTWY ABLUE3.01L-85STA. 37+38.76181.03' RT.L-867BTWY ABLUE3.01L-86STA. 37+21.75185.30' RT.L-867BTWY ABLUE3.01L-87STA. 37+21.76189.98' RT.L-867BTWY ABLUE3.01L-88STA. 40+11.89189.86' RT.L-867BTWY ABLUE3.01L-89STA. 39+46.33181.55' RT.L-867BTWY ABLUE3.01L-90STA. 38+74.01164.80' RT.L-867BTWY ABLUE3.01L-91STA. 38+05.31138.36' RT.L-867BTWY ABLUE3.01L-92STA. 37+42.1799.80' RT.L-867BTWY ABLUE3.01L-93STA. 37+28.6767.91' RT.L-867BTWY ABLUE3.01L-94STA. 37+38.5043.38' RT.L-867BTWY ABLUE3.01L-95STA. 37+67.9531.18' RT.L-867BTWY ABLUE3.01L-96STA. 38+16.9731.21' RT.L-867BTWY ABLUE3.01L-97STA. 39+23.3731.27' RT.L-867BTWY ABLUE3.01L-98STA. 40+79.1131.34' RT.L-867BTWY ABLUE3.01L-99STA. 42+35.0231.18' RT.L-867BTWY ABLUE3.01SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUIT# OF MODULESS-01STA. 25+17.05123.91' RT.E3.04TWY A4S-02STA. 26+60.7558.12' RT.E3.04TWY A1S-03STA. 28+32.0588.24' RT.E3.04TWY A2S-04STA. 29+44.51101.21' RT.E3.04TWY A4S-05STA. 32+99.6057.79' RT.E3.04TWY A1S-06STA. 36+01.4280.94' RT.E3.04TWY A2S-07STA. 37+44.1468.37' RT.E3.04TWY A4S-08STA. 46+24.8657.90' RT.E3.04TWY A1S-09STA. 48+78.20110.69' RT.E3.04TWY A4S-10STA. 55+18.2872.03' RT.E3.04TWY A2RUNWAY FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILR-01STA. 2+09.7492.89' RT.L-867BCKTYEL | REDE3.01R-02STA. 16+22.79190.47' RT.L-868BRWYWHT | WHTE3.02R-03STA. 24+23.54191.20' RT.L-868BCKTWHT | WHTE3.02R-04STA. 38+12.43190.06' RT.L-868BCKTWHT | WHTE3.02R© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.6 July 19, 2024 11:37:02am \\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------------JULY 202435022.008.02N/AJDBDKPJPTELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLESE2.6106 OF 114 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.1 July 19, 2024 11:37:05am \\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------------JULY 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 1 OF 5E3.1107 OF 114(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" ------------JULY 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 2 OF 5E3.2108 OF 114R© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.2 July 19, 2024 11:37:10am \\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 ASPHALT 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 ------------JULY 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 3 OF 5E3.3109 OF 114NEW 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.3 July 19, 2024 11:37:12am \\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 EXISTING 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.4 July 19, 2024 11:37:14am \\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------------JULY 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 4 OF 5E3.4110 OF 1141.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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.5 July 19, 2024 11:37:17am \\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------------JULY 202435022.008.02N/AJDBDKPJPTELECTRICAL DETAILS 5 OF 5E3.5111 OF 114ALL 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:4.1 July 19, 2024 11:37:22am \\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------------JULY 202435022.008.02N/AJDBDKPJPTAIRFIELD LIGHTING VAULT DEMOLITION PLANE4.1112 OF 114SYMEQUIPMENT 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:4.2 July 19, 2024 11:37:24am \\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------------JULY 202435022.008.02N/AJDBDKPJPTAIRFIELD LIGHTING VAULT RECONFIGURATION PLANE4.2113 OF 114SYMEQUIPMENT 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 S.S.PAVEDS.PAVEDS.PAVEDS.S.AIRCRAFT PARKINGAIRCRAFT PARKINGS.S.PAVED PARKINGS.S.S.PAVEDS.S.PAVEDPAVEDAIRCRAFT PARKINGS.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.S.AIRPORTPROPERTYS.S.S.S.S.S.S.PAVEDPAVEDPAVEDPAVEDS.S.S.S.AHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONE MPH15 MPH15MPH15 MPH15MPH15 MPH15MPH15S-05S-02S-03S-01S-04R© 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:95% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Patel, Disha Sheet Set:RNT_TAXIWAY A REHAB Layout:TAXIWAY A CIRCUIT MAP July 19, 2024 11:37:36am \\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------------JULY 202435022.008.021" = 200'JDBDKPJPTTAXIWAY A CIRCUIT MAPE5.1114 OF 114N0SCALE 1" = 200400200'160* SLACK CABLE PER SPECSQUANTITYITEM DESC.FT./ITEM *x=TOTAL LENGTH1610 ''18,285''1,962ITEM TOTAL LENGTH=PLAN CIRCUIT LENGTH+=20,247SIGNS'512x=16HANDHOLES==1,290129L-861T/L-852Tx'NOTE: AIRFIELD CABLE SHALL BE L-824, (1)#8 AWG CU ESTIMATED AIRFIELD CABLEINSTALLED IN THIS PROJECT2*16 '10 '