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P_Civil_Construction_Plans_240603_v2.pdf
AHEADLANEONEPAVED PARKING AHEADLANEONEAHEADLANEONEAHEADLANEONE 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYCOVER SHEETG0.11 OF 146CITY OF RENTONRENTON MUNICIPAL AIRPORTTAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTSAIP #3-53-0055-032-2023MAY 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 HANDHOLEP PLAN & PROFILE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE23C1.1TAXIWAY A & A7 PLAN & PROFILE STA 0+00 TO 11+4024C1.2TAXIWAY A PLAN & PROFILE STA 11+40 TO 23+4025C1.3TAXIWAY A PLAN & PROFILE STA 23+40 TO 35+4026C1.4TAXIWAY A PLAN & PROFILE STA 35+40 TO 47+4027C1.5TAXIWAY A & A1 PLAN & PROFILE STA 47+40 TO 57+3328C1.6TAXIWAY A2 PLAN & PROFILE29C1.7TAXIWAY A3 PLAN & PROFILE30C1.8TAXIWAY A4 PLAN & PROFILE31C1.9TAXIWAY A5 PLAN & PROFILE32C1.10TAXIWAY A6 PLAN & PROFILE33C1.11PAVING DETAILS 1 OF 634C1.12PAVING DETAILS 2 OF 635C1.13PAVING DETAILS 3 OF 636C1.14PAVING DETAILS 4 OF 637C1.15PAVING DETAILS 5 OF 638C1.16PAVING DETAILS 6 OF 6SCALES 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRSAWDMYSHEET INDEXG0.22 OF 146GENERAL 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 3 AND R311G2.8CONSTRUCTION SAFETY & PHASING WORK AREA 4, R4, 5 and R512G2.9CONSTRUCTION SAFETY & PHASING WORK AREA 6, R6, 7 AND R713G2.10CONSTRUCTION SAFETY & PHASING WORK AREA 8, R8 AND R914G2.11CONSTRUCTION SAFETY & PHASING WORK AREA F1 & F215G2.12CONSTRUCTION SAFETY & PHASING WORK AREA F3PAVEMENT DEMOLITION SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE16C0.1PAVEMENT DEMOLITION PLAN 1 OF 517C0.2PAVEMENT DEMOLITION PLAN 2 OF 518C0.3PAVEMENT DEMOLITION PLAN 3 OF 519C0.4PAVEMENT DEMOLITION PLAN 4 OF 520C0.5PAVEMENT DEMOLITION PLAN 5 OF 521C0.6PAVEMENT DEMOLITION DETAILS 1 OF 222C0.7PAVEMENT DEMOLITION DETAILS 2 OF 2GRADING SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE39C2.1GRADING PLAN 1 OF 940C2.2GRADING PLAN 2 OF 941C2.3GRADING PLAN 3 OF 942C2.4GRADING PLAN 4 OF 943C2.5GRADING PLAN 5 OF 944C2.6GRADING PLAN 6 OF 945C2.7GRADING PLAN 7 OF 946C2.8GRADING PLAN 8 OF 947C2.9GRADING PLAN 9 OF 948C2.10MILL AND OVERLAY PLAN 1 OF 14 WEST APRON49C2.11MILL AND OVERLAY PLAN 2 OF 14 WEST APRON50C2.12MILL AND OVERLAY PLAN 3 OF 14 WEST APRON51C2.13MILL AND OVERLAY PLAN 4 OF 14 WEST APRON52C2.14MILL AND OVERLAY PLAN 5 OF 14 WEST APRON53C2.15MILL AND OVERLAY PLAN 6 OF 14 WEST APRON54C2.16MILL AND OVERLAY PLAN 7 OF 14 WEST APRON55C2.17MILL AND OVERLAY PLAN 8 OF 14 WEST APRON56C2.18MILL AND OVERLAY PLAN 9 OF 14 WEST APRON57C2.19MILL AND OVERLAY PLAN 10 OF 14 SOUTH BYPASS APRON58C2.20MILL AND OVERLAY PLAN 11 OF 14 TAXIWAY A559C2.21MILL AND OVERLAY PLAN 12 OF 14 TAXIWAY A460C2.22MILL AND OVERLAY PLAN 13 OF 14 TAXIWAY A361C2.23MILL AND OVERLAY PLAN 14 OF 14 TAXIWAY A262C2.24TAXIWAY A & A1 GRADING SECTIONS63C2.25TAXIWAY A GRADING SECTIONS64C2.26TAXIWAY A GRADING SECTIONS65C2.27TAXIWAY A GRADING SECTIONS66C2.28TAXIWAY A GRADING SECTIONS67C2.29TAXIWAY A GRADING SECTIONS68C2.30TAXIWAY A GRADING SECTIONS69C2.31TAXIWAY A GRADING SECTIONS70C2.32TAXIWAY A GRADING SECTIONS71C2.33TAXIWAY A GRADING SECTIONS72C2.34TAXIWAY A GRADING SECTIONS73C2.35TAXIWAY A & A7 GRADING SECTIONS74C2.36TAXIWAY A6 GRADING SECTIONSPAVEMENT MARKING SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE75C3.1PAVEMENT MARKING PLAN 1 OF 576C3.2PAVEMENT MARKING PLAN 2 OF 577C3.3PAVEMENT MARKING PLAN 3 OF 578C3.4PAVEMENT MARKING PLAN 4 OF 579C3.5PAVEMENT MARKING PLAN 5 OF 580C3.6PAVEMENT MARKING DETAILS 1 OF 381C3.7PAVEMENT MARKING DETAILS 2 OF 382C3.8PAVEMENT MARKING DETAILS 3 OF 3EROSION CONTROL SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE83C5.1EROSION CONTROL PLAN 1 OF 584C5.2EROSION CONTROL PLAN 2 OF 585C5.3EROSION CONTROL PLAN 3 OF 586C5.4EROSION CONTROL PLAN 4 OF 587C5.5EROSION CONTROL PLAN 5 OF 588C5.6EROSION CONTROL DETAILS 1STORM DRAINAGE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE89C6.0STORM DRAINAGE GENERAL NOTES90C6.1STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 591C6.2STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 592C6.3STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 593C6.4STORM DRAINAGE IMPROVEMENTS PLAN 4 OF 594C6.5STORM DRAINAGE IMPROVEMENTS PLAN 5 OF 595C6.6UNDERDRAIN PLAN 1 OF 596C6.7UNDERDRAIN PLAN 2 OF 597C6.8UNDERDRAIN PLAN 3 OF 598C6.9UNDERDRAIN PLAN 4 OF 599C6.10UNDERDRAIN PLAN 5 OF 5100C6.11STORM PLAN & PROFILE 1 OF 10101C6.12STORM PLAN & PROFILE 2 OF 10STORM DRAINAGE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE102C6.13STORM PLAN & PROFILE 3 OF 10103C6.14STORM PLAN & PROFILE 4 OF 10104C6.15STORM PLAN & PROFILE 5 OF 10105C6.16STORM PLAN & PROFILE 6 OF 10106C6.17STORM PLAN & PROFILE 7 OF 10107C6.18STORM PLAN & PROFILE 8 OF 10108C6.19STORM PLAN & PROFILE 9 OF 10109C6.20STORM PLAN & PROFILE 10 OF 10110C6.21STORM DETAILS 1 OF 2111C6.22STORM DETAILS 2 OF 2UTILITY SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE120C8.1UTILITY ADJUSTMENT PLAN 1 OF 5121C8.2UTILITY ADJUSTMENT PLAN 2 OF 5122C8.3UTILITY ADJUSTMENT PLAN 3 OF 5123C8.4UTILITY ADJUSTMENT PLAN 4 OF 5124C8.5UTILITY ADJUSTMENT PLAN 5 OF 5LIGHTING AND SIGNAGE SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE125E0.1ELECTRICAL SCOPE OF WORK PLAN126E1.1ELECTRICAL DEMOLITION PLAN 1 OF 5127E1.2ELECTRICAL DEMOLITION PLAN 2 OF 5128E1.3ELECTRICAL DEMOLITION PLAN 3 OF 5129E1.4ELECTRICAL DEMOLITION PLAN 4 OF 5130E1.5ELECTRICAL DEMOLITION PLAN 5 OF 5131E2.1ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5132E2.2ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5133E2.3ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5134E2.4ELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5135E2.5ELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5136E2.6ELECTRICAL LIGHTING AND SIGNAGE TABLES137E3.1ELECTRICAL DETAILS 1 OF 5138E3.2ELECTRICAL DETAILS 2 OF 5139E3.3ELECTRICAL DETAILS 3 OF 5140E3.4ELECTRICAL DETAILS 4 OF 5141E3.5ELECTRICAL DETAILS 5 OF 5142E4.1AIRFIELD LIGHTING VAULT DEMOLITION PLAN143E4.2AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN143E4.1-AADDITIVE ALT - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN145E4.2-AADDITIVE ALT - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAN146E5.1TAXIWAY A CIRCUIT MAPWATER SHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE112C7.1WATER IMPROVEMENTS PLAN 1 OF 6113C7.2WATER IMPROVEMENTS PLAN 2 OF 6114C7.3WATER IMPROVEMENTS PLAN 3 OF 6115C7.4WATER IMPROVEMENTS PLAN 4 OF 6116C7.5WATER IMPROVEMENTS PLAN 5 OF 6117C7.6WATER IMPROVEMENTS PLAN 6 OF 6118C7.7WATER DETAILS 1 OF 2119C7.8WATER DETAILS 2 OF 2 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+53.51AHEADLANEONETW 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 98021R90% DESIGN0SCALE 1" = 100200100'NMAY 202435022.008.02AS NOTEDGJRSAWDMYSITE & SURVEY CONTROL PLANG1.13 OF 146SURVEY 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.PHASE 1CONSTRUCTION AREAPHASE 2CONSTRUCTION AREA 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 98021R90% DESIGNMATCHLINE, SEE SHEET G2.20SCALE 1" = 100'200'100'NMAY 202435022.008.02AS NOTEDGJRDMYDMYCONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2G2.14 OF 146G2.11SCALE: 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/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXXPHASE 2STAGING AREA 5RUNWAY 16-34WA 8WA 7WA 6WA R8WA R6PHASE 1 AND 2STAGING AREA 4WA F3WA F2TAXIWAY B6TAXIWAY B5TAXIWAY B4TAXIWAY A5TAXIWAY A4TAXIWAY B7TAXIWAY A7WA 2WA F1WA R9WA 1GATE V-7GATE V-6GATE V-8PHASE 1STAGING AREA 3GATE V-5WA R1WA R7AIRPORT WAY RAINIER AVE NW PERIMETER RDPLACE RUNWAY CLOSURE"X" OVER RUNWAYNUMERALS DURING RUNWAYCLOSURE (TYP) SEE DETAILG2.43CLCLCLTAXIWAY A6 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 98021R90% DESIGN0SCALE 1" = 100'200'100'NMATCHLINE, SEE SHEET G2.1 G2.21SCALE: 1" = 100'WORK AREA OVERVIEW PLANMAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGOVERVIEW 2 OF 2G2.25 OF 146LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXXMATCHLINE, SEE SHEET G2.1 WA R1WA 2WA 3WA R4WA 4PHASE 1STAGING AREA 1TAXIWAY B3RUNWAY 16-34TAXIWAY A3TAXIWAY A2TAXIWAY A1GATE V-4GATE V-3GATE V-2GATE V-1PHASE 1STAGING AREA 2WA R3RAINIER AVE NW PERIMETER RDPLACE RUNWAY CLOSURE CROSSOVER RUNWAY NUMERALS DURINGRUNWAY CLOSURE (TYP)CLCLCLWA 1WA R5WA 5 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 98021R90% DESIGNGENERAL WORK AREA NOTES:1.THE CONTRACTOR SHALL BE RESTRICTED TO USE THEENTRANCE AND HAULING ROUTES SHOWN ON THE DRAWINGS.FOLLOW AIRPORT AND FAA SAFETY PROCEDURES WHEN MOVINGEQUIPMENT OR PERSONNEL. NO PERSONAL VEHICLES SHALL BEALLOWED OUTSIDE OF THE STAGING AREA. THE AIRPORT MAYIMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROMTHE SITE IN VIOLATION OF AIRPORT SAFETY PROCEDURES.2.CONTRACTOR SHALL AVOID IMPACTS TO AIRFIELD LIGHTING ANDPAVEMENTS OUTSIDE WORK AREA. CONTRACTOR SHALLPROVIDE TEMPORARY CONNECTIONS TO KEEP ELECTRICALSYSTEMS ENERGIZED OUTSIDE OF THE WORK AREA AT NO COSTTO AIRPORT.3.LIMIT EQUIPMENT HEIGHT TO 12' FEET UNLESS OTHERWISEAPPROVED BY THE ENGINEER.4.LIMIT STOCK PILES TO 10' IN HEIGHT AND AT LEAST 320' FROMRUNWAY CENTERLINE AND 62' FROM TAXIWAY CENTERLINE.STOCK PILES SHALL NOT PENETRATE PART 77 SURFACES ASSHOWN IN THESE PLANS.5.IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT ANDPERSONNEL TO THE CONTRACTOR'S STAGING AREA UNLESSOTHERWISE DIRECTED BY THE ENGINEER.6.ACCESS TO ANY WORK AREA MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO WORK IN THAT AREA. NOTIFY THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO BEGINNING WORK IN ANY AREA.7.PLACE LOW LEVEL BARRICADES, BARRICADES, AND TUBULARMARKERS AS SHOWN AND DESCRIBED IN SECTION 01300 OF THESPECIFICATIONS.8.FOR RUNWAY CLOSURE, PLACE CONTRACTOR-PROVIDEDILLUMINATED CLOSURE CROSSES AS SHOWN. DISENGAGELIGHTING SYSTEM, BEACON, REILS, RUNWAY 16 PAPI, RUNWAY 34PAPI, AND WINDCONE DURING RUNWAY CLOSURE(S).9.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVEAN AIRPORT RADIO CAPABLE OF MONITORING RENTON GROUNDFREQUENCY (121.600) AND THE CTAF (124.7) DURING HOURSWHEN CONTROL TOWER IS CLOSED.10.FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION 01300,AIRPORT SAFETY, IN THE TECHNICAL SPECIFICATIONS.11.MAINTAIN PUBLIC ACCESS TO ALL AIRPORT FACILITIES ANDOPERATION AREAS, OUTSIDE OF CLOSED WORK AREAS, AT ALLTIMES.12.THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AIRFIELD ATALL TIMES DURING CONSTRUCTION FOR EMERGENCYAMBULANCE AND MEDI-VAC OPERATIONS. DURING MEDICALEVACUATION EMERGENCIES CONTRACTOR SHALL MOVE ALLWORKERS AND EQUIPMENT TO THE STAGING AREA.13.THE CONTRACTOR SHALL DISENGAGE LIGHTING CIRCUITS,DARKEN LIGHT FIXTURES, AND COVER GUIDANCE SIGNS ASDIRECTED BY THE AIRPORT OR ENGINEER TO PREVENTAIRCRAFT FROM TAXIING TOWARDS CLOSED WORK AREAS.14.STAGING AREAS 1, 2, 3 AND 4 WILL BE AVAILABLE TO THECONTRACTOR DURING PHASE 1 CONSTRUCTION. STAGINGAREAS 4 AND 5 WILL BE AVAILABLE FOR THE CONTRACTORDURING PHASE 2 CONSTRUCTION.WORK IN SAFETY AREAS AND OBJECTFREE AREAS:1.NO WORK IS ALLOWED IN ACTIVE RUNWAY AND TAXIWAYSAFETY AREAS. RUNWAY SAFETY AREA (RSA) AND TAXIWAYSAFETY AREA (TSA) ARE DEFINED AS AREAS THAT SHALL BECLEARED AND GRADED AND HAVE NO RUTS, HUMPS,DEPRESSIONS, OR OTHER SURFACE VARIATIONS. THEMAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAYSAFETY AREA SHALL BE 5%. IN TRANSITIONS FROM PAVED TOUNPAVED AREAS, A 1.5 INCH VERTICAL DROP IS ALLOWED. THERUNWAY AND TAXIWAY SAFETY AREAS SHALL BE MAINTAINEDAT ALL TIMES WHEN THE RUNWAY AND TAXIWAY ARE OPEN TOAIR TRAFFIC. PERSONNEL, EQUIPMENT, OR MATERIAL WITHINA RUNWAY SAFETY AREA AT ANY TIME REQUIRES A CLOSURE.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 OBJECTFREE AREAS", PRIOR TO REOPENING RUNWAYS ANDTAXIWAYS. THIS WORK IS CONSIDERED INCIDENTAL TOVARIOUS WORK ITEMS AND SEPARATE PAYMENT WILL NOT BEMADE.3.CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSAWITHOUT AUTHORIZATION FROM THE AIRPORT. ALLEQUIPMENT, TOOLS, AND MATERIALS SHALL BE MOVED TOSTAGING AREAS PRIOR TO REOPENING A RUNWAY ORTAXIWAY.4.SAFETY AREA LIMITS TAXIWAY - 39.5' FROM RUNWAY 16-34 - 75' FROM5.RUNWAY AND TAXIWAY OBJECT FREE ZONES ARE DEFINED ASAREAS THAT SHALL BE CLEAR OF FIXED OR MOVABLEOBJECTS. NO WORK MAY OCCUR IN TAXIWAY OBJECTOBJECT FREE AREAS UNLESS THE TAXIWAY IS CLOSED TOAIRCRAFT TRAFFIC. NO STORAGE OF EQUIPMENT, MATERIALSOR 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 ANDTAXIWAY OBJECT FREE AREA CRITERIA MUST BOTH BE METPRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY.CLCLWORK AREA DESCRIPTIONS:WORK SCHEDULES:·SCHEDULE A: BASE BID·SCHEDULE B: ADDITIVE PAVEMENT REHABILITATION(AIP ELIGIBLE)·SCHEDULE C: ADDITIVE PAVEMENT REHABILITATION(NON-AIP ELIGIBLE)·SCHEDULE D: ADDITIVE LIGHTING VAULTIMPROVEMENTS (AIP ELIGIBLE)1.WORK AREA #1 - ALL WORK SCHEDULES 2. WORK AREA #2 - ALL WORK SCHEDULES 3. WORK AREA #3 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 4. WORK AREA #4 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 5. WORK AREA #5 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 6. WORK AREA #6 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 7. WORK AREA #7 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 8. WORK AREA #8 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 9. WORK AREA #R1 - SCHEDULE A 10. WORK AREA #R3 - SCHEDULE A 11. WORK AREA #R4 - SCHEDULE A 12. WORK AREA #R5 - SCHEDULE A 13. WORK AREA #R6 - SCHEDULE A 14. WORK AREA #R7 - SCHEDULE A 15. WORK AREA #R8 - SCHEDULE A 16. WORK AREA #R9 - SCHEDULE A 17. WORK AREA #F1 - SCHEDULE A 18. WORK AREA #F2 - SCHEDULE A 19. WORK AREA #F3 - SCHEDULE ATOTAL CONSTRUCTION TIME = 133 DAYSWA #1 =35 DAYS2G2.3CONSTRUCTION TIMELINENO SCALEBEGIN WORK 2025 END WORK 2025NOTES:1.THE WORD "DAYS" IN THIS DETAIL REFERS TOCONTINUOUS CALENDAR DAYS.WA #2 =7 DAYSWA #3 =56 DAYSWA #4 =21 DAYSWA #5 =21 DAYSWA #R1 =14 DAYSWA #R4 =14 DAYSTOTAL CONSTRUCTION TIME = 77 DAYSWA #6 =35 DAYSBEGIN WORK 2026 END WORK 2026WA #7 =21 DAYSWA #8 =21 DAYSWA #R6 =14 DAYSWA #R8 =14 DAYSTRANSITIONALSURFACE S=7:1TRANSITIONALSURFACE S=7:1CLCLPART 77SURFACEEXISTINGGROUNDPROFILE GRADEAT RUNWAYCENTERLINECONTRACTOR STOCKPILEDMATERIAL AND EQUIPMENTSHALL NOT PENETRATEPART 77 SURFACE, NORSHALL IT BE LEFTUNATTENDED WITHINOBJECT FREE ZONES.RUNWAY 16-34 (250')1G2.3TYPICAL CROSS SECTIONPART 77 SURFACENO SCALECLWA #F1, WA #F2, WA #F3 AND WA R9= 63 DAYSCLSEQUENCING AND PHASING NOTES:1.ALL PHASE 1 WORK SHALL BE COMPLETE WITHIN 168 CONSECUTIVE CALENDAR DAYS OFCONTRACT NOTICE TO PROCEED. IF WORK IS NOT COMPLETE WITHIN THE 168CONSECUTIVE CALENDAR DAY PERIOD, LIQUIDATED DAMAGES WILL BE ASSESSED.2.ALL PHASE 2 WORK SHALL BE COMPLETE WITHIN 63 CONSECUTIVE CALENDAR DAYS OFCONTRACT NOTICE TO PROCEED. IF WORK IS NOT COMPLETE WITHIN THE 63CONSECUTIVE CALENDAR DAY PERIOD, LIQUIDATED DAMAGES WILL BE ASSESSED.3.COORDINATE WORK AREA CLOSURES WITH THE AIRPORT TO ENSURE ACCESS AS NEEDEDTO MAINTAIN AIRPORT OPERATIONS, INCLUDING PROVIDING FOR AND MAINTAININGACCESS 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 SWINGSHIFT WORK. SWING SHIFT 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 3 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R3.5.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.WORK IN WA 6 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R6.8.WORK IN WA 7 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R7.9.WORK IN WA 8 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R8.10.WA F1, WA F2, WA F3 AND WA R9 CAN BE CONCURRENT WITH ALL OTHER WORK AREAS .11.SIGNS AND SURFACE SIGNS MUST MATCH RUNWAY DESIGNATIONS (NUMERALS) PRIOR TOOPENING A SPECIFIC RUNWAY.12.CONTRACTOR SHALL BE PREPARED TO COVER ("BAG") SIGNS AND/OR BLACKEN (PAINT)SURFACE SIGNS IF DIRECTED BY THE AIRPORT, AT NO ADDITIONAL COST.13.CONTRACTOR SHALL ANTICIPATE SWING SHIFT WORK FOR WORK REQUIRING CLOSUREOF RUNWAY 16-34.WORK AREA "ACCESS VIA AIRPORT ESCORT" NOTES:1.WHERE "ACCESS VIA AIRPORT ESCORT" IS DESIGNATED ON THE PLANS, THENOTES THAT FOLLOW SHALL APPLY. SEE SHEET G2.12 FOR WA F3.3.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BE LIMITED TO 1ENTRANCE AND 1 EXIT PER CALENDAR DAY. THE CONTRACTOR SHALL MOBILIZEALL NECESSARY LABOR, EQUIPMENT, MATERIALS, SANITARY FACILITIES,DRINKING WATER, AND OTHER ITEMS NECESSARY TO COMPLETE THE WORKWITHIN THE AREA.4.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORTRADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY AND CTAF.5.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTOR SHALLCONTACT THE AIRPORT TO ARRANGE FOR AN ESCORT BY THE AIRPORT FROMTHE WORK AREA.GENERAL WORK SCHEDULE NOTES:1.A 168 CALENDAR DAY PERIOD IS ALLOWED FOR ALLCONTRACT WORK ASSOCIATED WITH THE PHASE 1,INCLUDING 1 COAT OF TEMPORARY PAVEMENTMARKINGS (WITH GLASS BEADS). ALL AIRPORTFACILITIES SHALL BE OPEN AND USABLE AT THEEND OF THE 168 CALENDAR DAY PERIOD.2.NO WORK IS EXEMPT FROM COMPLETION WITHINTHE 168 CALENDAR DAY PERIOD.3.WITHIN THE 168 CALENDAR DAY PERIOD, FOURPERIODS OF 14 CONTINUOUS CALENDAR DAYS ANDTWO PERIODS OF 21 CONTINUOUS CALENDAR DAYSIS ALLOWED FOR RUNWAY 16-34 TO BE CLOSED.THE CONTRACTOR SHALL ANTICIPATE SWING SHIFTWORK HOURS DURING THESE PERIODS. DURINGTHESE PERIODS, ALL WORK WITHIN EACHRESPECTIVE WORK AREA SHALL BE COMPLETED INACCORDANCE TO THE CONSTRUCTION TIMELINE.RUNWAY 16-34 SHALL BE OPEN AND USABLE AT THEEND OF EACH OF SWING SHIFT PERIOD.4.ANY TIME DURING THE 168 CALENDAR DAY PERIOD,SWING SHIFT WORK, WHICH REQUIRES THECLOSURE OF RUNWAY 16-34, IS ALLOWED AT THECONTRACTOR'S OPTION. THE CONTRACTOR SHALLPLACE AND MAINTAIN UP TO TWO SETS OF AIRPORTCLOSURE CROSSES DURING SWING SHIFT WORK.THE CONTRACTOR SHALL ALLOW ADEQUATE TIMEFOR AIRPORT STAFF TO CONDUCT RUNWAYINSPECTIONS AND AUTHORIZATION OF THERUNWAY OPENING UPON COMPLETION OF SWINGSHIFT WORK.WORK PERIOD DEFINITIONS:1."SWING SHIFT WORK," AND THE LIKE SHALL MEAN A TIME PERIOD BEGINNING AFTER 12:00PM AND END BEFORE10:00PM. FULL CLOSURE OF RUNWAY 16-34 IS REQUIRED DURING SWING SHIFT WORK IN WORK AREAS R1, R2, R3,R4&5, R6, R7&8, R9, R10, R11 AND R12. SWING SHIFT WORK SHALL END AT LEAST ONE HOUR BEFORE THE END OFSWING SHIFT WORK TO ALLOW FOR CONTRACTOR CLEANUP, OWNER INSPECTIONS OF THE WORK AREAS, OWNERINSPECTIONS OF THE RUNWAYS AND TAXIWAYS, AND OWNER AUTHORIZATION FOR RUNWAY AND TAXIWAYOPENINGS.2. "PAVEMENT CURING PERIOD" SHALL MEAN THE PERIOD OF TIME BEGINNING THE DAY AFTER THE LAST DAY OFPAVING AND ENDING 30 CALENDAR DAYS AFTER THE LAST DAY OF PAVING.WA #R3 =14 DAYSWA #R7 =7 DAYSMAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 1 OF 2G2.36 OF 146WA #R5 =14 DAYS 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 98021R90% 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"MAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 2 OF 2G2.47 OF 146G2.42NO 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 POSTCONCRETE BARRIER TYPE 2CONCRETE BARRIER TYPE 2ROD WITHTURNBUCKLE1.66" OD RAIL9 GA 2" MESHCHAIN LINK FABRIC2.875" OD BRACE POSTTENSION WIRE2.875" OD CORNER POST10' MAX10' MAX6'-0" 10"10"VARIES6' - 0"INSTALL FENCE POSTBETWEEN TYPE 2BARRIERS (TYP) 20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00950'134'1200'205TW A1-A-A7STA: 22+45OFF: 38' LTW A1-A-A7STA: 19+94OFF: 95' 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\05_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 1.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGN0SCALE 1" = 50'100'50'NPHASE 1STAGING AREA 3TAXIWAY A5GATE V-5RUNWAY 16-34TAXIWAY AWA R1WA 11G2.5WORK AREA 1 AND R1 PLANSCALE: 1" = 50'TMAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 1 AND R1G2.58 OF 146TAXIWAY A4TFOR THE DURATION OFWA 1 AND R1 SEE NOTE 1FOR THE DURATION OFWA 1 AND R1 SEE NOTE 1FOR THE DURATION OF WA 1AND R1 SEE NOTE 3 (TYP ALL)SEE NOTE 4SERVICE ROAD WILL REMAIN OPEN TO VEHICLE TRAFFIC ONLY DURINGWORK AREA 1 AND WORK AREA R1. CONTRACTOR SHALL ANTICIPATECOORDINATING EQUIPMENT AND TRUCKING WITH GATE GUARD/TRAFFICCONTROL FLAGGER TO REDUCE IMPACTS TO VEHICLE SERVICE ROAD.4.LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXX 20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00X XX XTW A1-A-A7STA: 22+50OFF: 33' LTW A1-A-A7STA: 22+50OFF: 110' 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+63OFF: 175' LTW A1-A-A7STA: 25+63OFF: 195' LTW A1-A-A7STA: 25+92OFF: 195' LTW A1-A-A7STA: 25+92OFF: 157' 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' L205 1200SCALES 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 98021R90% DESIGNN2G2.6WORK AREA 2 PLANSCALE: 1" = 50'0SCALE 1" = 50'100'50'MAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 2G2.69 OF 146TAXIWAY A5GATE V-5TAXIWAY AWA 2TTAXIWAY A4TGATE V-5PHASE 1STAGING AREA 3PHASE 1 AND 2STAGING AREA 4LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXXFOR THE DURATION OF WA 2SEE NOTE 3 (TYP ALL) 32+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+00195'1558'205'TW A1-A-A7STA: 32+00OFF: 94' LFODFODFODFODFODFODFODFODFODFODFOD FOD 100' (TYP)FODFODFODFODFODFOD FOD 100' (TYP)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\07_G2.7 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 3.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNN1G2.7WORK AREA 3 AND R3 PLANSCALE: 1" = 50'RUNWAY 16-34WA R3WA 3GATE V-40SCALE 1" = 50'100'50'TAXIWAY ATPHASE 1STAGING AREA 2TAXIWAY A3MAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 3 AND R3G2.710 OF 146FOR THE DURATION OFWA 3 AND R3 SEE NOTE 1FOR THE DURATION OF WA 3AND R3 SEE NOTE 3 (TYP ALL)FOD FENCE SHALL BE INSTALLED AND APPROVED BY RPR PRIOR TOANY WORK BEGINNING. REMOVE AT THE CONCLUSION OF WORK.4.SEE NOTE 4LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXXSEE NOTE 4 50+0051+0052+0053+0054+0055+0056+0057+00 270184205 180 19945 142TW A1-A-A7STA: 52+26OFF: 79' L47+0048+0049+0050+0051+0052+0053+0054+002051957116397667TW 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 98021R90% DESIGNNRUNWAY 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-20SCALE 1" = 50'100'50'WA R4TTPHASE 1STAGING AREA 1PHASE 1STAGING AREA 1TMAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 4, R4, 5 and R5G2.811 OF 146FOR 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/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXXFOR THE DURATION OF WA 4AND R4 SEE NOTE 3 (TYP ALL)FOR THE DURATION OF WA 5AND R5 SEE NOTE 3 (TYP ALL) 14+0015+0016+0017+0018+0019+0020+0021+0022+0023+00FODFOD581'205'250'211'200'44TW A1-A-A7STA: 19+30OFF: 67' LTW A1-A-A7STA: 19+30OFF: 76' LTW A1-A-A7STA: 14+71OFF: 80' LTW A1-A-A7STA: 14+71OFF: 92' LTW A1-A-A7STA: 14+19OFF: 92' LFOD FOD FOD FODFODFODFODFODFODFODFODFODFODFODFOD9+0010+0011+0012+0013+0014+00100'542'TW A1-A-A7STA: 14+19OFF: 202' R194'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\09_G2.9 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 6, R6, 7 AND R7.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNN1G2.9WORK AREA 6 AND R6 PLANSCALE: 1" = 50'RUNWAY 16-34TAXIWAY AWA R6WA 60SCALE 1" = 50'100'50'TTSITE ACCESSTHROUGH GATE V-7WITH GATE GUARDMAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 6, R6, 7 AND R7G2.912 OF 146CONTRACTOR SHALL PROVIDEFLAGGERS ALONG THE SERVICEROAD AT EITHER SIDE OFBOEING LEASE PROPERTY1G2.9WORK AREA 7 AND R7 PLANSCALE: 1" = 50'RUNWAY 16-34TAXIWAY AWA R7WA 7TSITE ACCESSTHROUGH GATE V-7WITH GATE GUARDCONTRACTOR SHALL PROVIDEFLAGGERS ALONG THE SERVICEROAD AT EITHER SIDE OFBOEING LEASE PROPERTYTPHASE 1 AND 2STAGING AREA 4FOR THE DURATION OF WA 6AND R6 SEE NOTE 3 (TYP ALL)FOR THE DURATION OF WA 6AND R6 SEE NOTE 3 (TYP ALL)TAXIWAY A6LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXX FODFODFODFODFODFODFODFODFODFODFOD1+00 2+00 3+0 0 4 + 0 0 5+006+007+008+009+00205'729'95'TW A1-A-A7STA: 3+64OFF: 146' L27'156'13'444'195' 0+00 1+00219'99'203'55'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\10_G2.10 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 8, R8 AND R9.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNNRUNWAY 16-34RUNWAY 16-34TAXIWAY AWA R9GATE V-8WA 8TAXIWAY BWA R80SCALE 1" = 50'100'50'2G2.10WORK AREA 8 AND R8 PLANSCALE: 1" = 50'1G2.10WORK AREA R9 PLANSCALE: 1" = 50'TAXIWAY B7TAXIWAY A7MAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 8, R8 AND R9G2.1013 OF 146TGATE V-7PHASE 2STAGING AREA 5TFOR THE DURATION OFWA 8 AND R8 SEE NOTE 1LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXXFOR THE DURATION OF WA 8AND R8 SEE NOTE 3 (TYP ALL) 25+0026+0027+0028+0029+0030+0031+00TW A1-A-A7STA: 29+70OFF: 94' 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: 27+29OFF: 243' LTW A1-A-A7STA: 27+29OFF: 95' L16+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 98021R90% DESIGNNRUNWAY 16-342G2.11WORK AREA F1 PLANSCALE: 1" = 50'1G2.11WORK AREA F2 PLANSCALE: 1" = 50'TAXIWAY AWA F1TAXIWAY A0SCALE 1" = 50'100'50'0SCALE 1" = 50'100'50'RUNWAY 16-34TAXIWAY A5TAXIWAY A4TTWA F2PHASE 1 AND 2STAGING AREA 4PHASE 1STAGING AREA 3GATE V-6GATE V-5MAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA F1 & F2G2.1114 OF 1464. WORK WILL REQUIRE FULL CLOSURE OF WEST PERIMETER ROAD AND WATER CONNECTION TO CITY MAIN.SEE NOTE 4LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXX 125'79'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 F3.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNN1G2.12WORK AREA F3 PLANSCALE: 1" = 50'0SCALE 1" = 50'100'50'RUNWAY 16-34TAXIWAY BTAXIWAY B6WA F3SITE ACCESS VIAAIRPORT ESCORTFROM GATE V-8TMAY 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA F3G2.1215 OF 146WORK AREA "ACCESS VIA AIRPORT ESCORT"NOTES:1.WHERE "ACCESS VIA AIRPORT ESCORT" IS DESIGNATED ON THEPLANS, THE NOTES THAT FOLLOW SHALL APPLY. SEE SHEET G2.12FOR WA F3.3.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BELIMITED TO 1 ENTRANCE AND 1 EXIT PER CALENDAR DAY. THECONTRACTOR SHALL MOBILIZE ALL NECESSARY LABOR,EQUIPMENT, MATERIALS, SANITARY FACILITIES, DRINKING WATER,AND OTHER ITEMS NECESSARY TO COMPLETE THE WORK WITHINTHE AREA.4.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE ANAIRPORT RADIO CAPABLE OF MONITORING THE AIRPORT UNICOMFREQUENCY AND CTAF.5.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTORSHALL CONTACT THE AIRPORT TO ARRANGE FOR AN ESCORT BYTHE AIRPORT FROM THE WORK AREA.LEGENDFOD BARRIERSTAGING AREAWORK AREA BOUNDARYWORK AREA BOUNDRY (RUNWAYCLOSED)WORKING AREA LABELWORKING AREA LABEL (RUNWAYCLOSED)LOW LEVEL BARRICADE SEE DETAILTUBULAR MARKERSCONSTRUCTION ACCESS/ HAULROUTE (BADGE REQUIRED)AIRPORT ESCORTED CONSTRUCTIONACCESS/ HAUL ROUTEAIRCRAFT ROUTEGATE GUARD/TRAFFIC CONTROLFLAGGERFODFODWA XWA RXT2G2.4GENERAL NOTES1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKEDOUT AND REPLACED IN THE SAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THECONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR.3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS.1G2.4TEMPORARY CONSTRUCTION FENCEXXX 0+00 1+00 2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+00TW A1-A-A7STA: 10+90.00OFF: 41.00' LTW A1-A-A7STA: 10+90.00OFF: 33.00' LTW A1-A-A7STA: 2+06.97OFF: 73.12' LTW A1-A-A7STA: 2+06.92OFF: 91.79' RTW A1-A-A7STA: 2+00.01OFF: 73.12' LTW A1-A-A7STA: 2+00.09OFF: 91.80' RTW A1-A-A7STA: 6+96.06OFF: 33.00' RTW A1-A-A7STA: 6+96.06OFF: 68.90' RTW A1-A-A7STA: 9+25.07OFF: 33.00' RTW A1-A-A7STA: 3+46.69OFF: 120.60' LTW A1-A-A7STA: 3+52.40OFF: 128.89' LTW A1-A-A7STA: 3+71.06OFF: 108.17' LTW A1-A-A7STA: 3+86.36OFF: 139.06' LTW A1-A-A7STA: 4+56.91OFF: 81.74' LTW A1-A-A7STA: 4+59.53OFF: 97.22' LTW A1-A-A7STA: 3+67.64OFF: 102.34' LTW A1-A-A7STA: 3+82.36OFF: 130.10' LTW A1-A-A7STA: 9+00.00OFF: 41.00' LTW A1-A-A7STA: 9+00.00OFF: 33.00' 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2MAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 1 OF 5C0.116 OF 146LEGENDSTRIPPING LIMITS, SEE DETAIL 6/C0.71 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 48 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE AVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEE GENERALNOTE 21.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIESBEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'SFAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TOENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINESAND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND ANDPENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION.CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAYBE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.6.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDEREDPART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ONSHEET C0.6. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLEPAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTSSHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.PGENERAL NOTESGENERAL NOTES CONT.RUNWAY 16-34TAXIWAY ATAXIWAY A7 BOEING APRON BHANGARREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGPREMOVE (2) EXISTING 10'X10' CONCRETEPARKING PADS. PADS ARE VARIABLEDEPTH AND MAY CONTAIN REINFORCINGC0.65C0.64C0.63ORC0.63ORC0.64C0.62C0.62EXISTING SECURITY GATE CARD READERAND GROUND LOOP. ADJUST MILLINGLIMITS AS REQUIRED TO PROTECT.EXISTING BELOW GRADE FIRE HYDRANTVAULT. SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3SEE GENERALNOTE 3, TYP.EXISTING SURVEY MONUMENT. AS-BUILTPRIOR TO MILLING AND RESET IN KINDUPON FINAL PLACEMENT OF PAVINGAS-BUILT EXISTING LEASE LINEDELINEATOR, TYP. SEE DETAILC3.713SALVAGE EXISTING UNLIGHTED INFORMATIONALSIGN AND RE-SET IN KIND UPON COMPLETION OFPROJECT. INCIDENTAL TO BID.PP AHEADLANEONEAHEADLANEONEAHEADLANEONE12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+007+265 + 0 0 6 + 0 07+000+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 6+ 4 7 TW A6STA: 4+49.61OFF: 47.52' RTW A6STA: 3+80.73OFF: 73.50' LTW A6STA: 4+56.57OFF: 43.57' RTW A6STA: 3+87.71OFF: 77.46' LTW A1-A-A7STA: 14+63.31OFF: 89.40' LTW A1-A-A7STA: 14+63.31OFF: 73.65' LTW A6STA: 4+61.79OFF: 40.60' RTW A6STA: 3+92.90OFF: 80.41' LTW A5STA: 6+40.79OFF: 147.54' RTW A5STA: 6+36.31OFF: 152.02' RTW A1-A-A7STA: 17+42.88OFF: 73.66' LTW A1-A-A7STA: 17+42.88OFF: 77.75' LTW A1-A-A7STA: 17+97.97OFF: 77.83' LTW A1-A-A7STA: 17+97.97OFF: 73.57' LTW A1-A-A7STA: 20+00.00OFF: 0.00'TW A1-A-A7STA: 19+25.29OFF: 73.71' LTW A1-A-A7STA: 19+25.29OFF: 59.00' 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: 17+20.00OFF: 33.00' LTW A1-A-A7STA: 17+20.00OFF: 49.00' LTW A1-A-A7STA: 20+00.00OFF: 49.00' LTW A1-A-A7STA: 20+00.00OFF: 33.00' LTW A1-A-A7STA: 19+25.29OFF: 62.00' LTW A1-A-A7STA: 22+50.00OFF: 65.00' LTW A1-A-A7STA: 20+00.00OFF: 25.00' 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\13_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.1 MATCHLINE, SEE SHEET C0.3MAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 2 OF 5C0.217 OF 146LEGENDSTRIPPING LIMITS, SEE DETAIL 6/C0.71 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 48 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE AVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEE GENERALNOTE 21.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIESBEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'SFAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TOENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINESAND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND ANDPENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION.CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAYBE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.6.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDEREDPART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ONSHEET C0.6. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLEPAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTSSHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.PGENERAL NOTESGENERAL NOTES CONT.RUNWAY 16-34TAXIWAY ATA X I W A Y A 6 BOEING APRON BHANGARFBO FUEL TANKSHANGAR HANGAR HANGARREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGPPPHASE 1 PROJECT LIMITSPHASE 2 PROJECT LIMITSC0.64C0.63ORC0.65C0.62EXISTING IN-PAVEMENT LIGHTCAN, SEE GENERAL NOTE 3EXISTING HANDHOLE,SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3SEE GENERALNOTE 3, TYP.AS-BUILT EXISTING LEASE LINEDELINEATOR, TYP. SEE DETAILC3.713P AHEADLANE ONE MPH15 MPH1524+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+000+001+006+01 0+001+00 2+00 3+004+005+006+00 0+002+003+004+005+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+50.12OFF: 73.09' LTW A1-A-A7STA: 25+50.13OFF: 90.29' LTW A5STA: 4+21.30OFF: 62.53' LTW A5STA: 4+25.97OFF: 67.19' LTW 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: 24+69.23OFF: 89.75' LTW A1-A-A7STA: 24+69.21OFF: 73.17' LTW A1-A-A7STA: 26+00.00OFF: 65.00' LTW A1-A-A7STA: 26+00.00OFF: 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' 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\13_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2 MATCHLINE, SEE SHEET C0.4MAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 3 OF 5C0.318 OF 146LEGENDSTRIPPING LIMITS, SEE DETAIL 6/C0.71 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 48 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE AVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEE GENERALNOTE 21.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIESBEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'SFAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TOENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINESAND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND ANDPENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION.CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAYBE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.6.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDEREDPART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ONSHEET C0.6. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLEPAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTSSHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.PGENERAL NOTESGENERAL NOTES CONT.TAXIWAY A5TAXIWAY ATAXIWAY A4 ATCTBOEING FUEL FARMHANGARHANGARRUNWAY 16-34EXISTING IN-PAVEMENT LIGHTCAN, SEE GENERAL NOTE 3C0.63ORC0.64C0.63ORC0.64C0.63ORC0.64C0.62C0.62C0.62EXISTING 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.AS-BUILT EXISTING LEASE LINEDELINEATOR, TYP. SEE DETAILC3.713PPPP MPH15MPH15 MPH1536+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+007+261+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: 44+70.00OFF: 81.00' LTW A1-A-A7STA: 44+70.00OFF: 62.00' 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.3 MATCHLINE, SEE SHEET C0.5MAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 4 OF 5C0.419 OF 146LEGENDSTRIPPING LIMITS, SEE DETAIL 6/C0.71 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 48 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE AVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEE GENERALNOTE 21.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIESBEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'SFAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TOENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINESAND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND ANDPENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION.CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAYBE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.6.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDEREDPART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ONSHEET C0.6. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLEPAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTSSHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.PGENERAL NOTESGENERAL NOTES CONT.TAXIWAY ATAXIWAY A3BOEING APRON CGA TIEDOWN APRONGA TIEDOWN APRONRUNWAY 16-34REFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGC0.62C0.62C0.63ORC0.64C0.63ORC0.64EXISTING 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.AS-BUILT EXISTING LEASE LINEDELINEATOR, TYP. SEE DETAILC3.713PP MPH15MPH15 0+001+002+003+004+005+006+006+01 58+31 48+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: 50+10.00OFF: 49.00' LTW A1-A-A7STA: 50+10.00OFF: 33.00' LTW A1-A-A7STA: 54+36.82OFF: 113.24' LTW A1-A-A7STA: 54+48.72OFF: 88.12' 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.4 7. EXISTING SEAPLANE RAMP CONTAINS ABANDONED CONCRETE FENCE POST FOOTINGS. REMOVAL OFTHESE FOOTINGS IN PAVEMENT REMOVAL AREAS SHALL BE CONSIDERED INCIDENTAL TO THE HMAPAVEMENT REMOVAL. FOOTINGS LOCATED IN MILLING AREAS SHALL REMAIN IN PLACE, BUT BECHIPPED DOWN TO MATCH MILLED SURFACE PRIOR TO PAVING. THIS WORK SHALL BE CONSIDEREDINCIDENTAL TO THE APPLICABLE HMA MILLING BID ITEMS.MAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 5 OF 5C0.520 OF 146LEGENDSTRIPPING LIMITS, SEE DETAIL 6/C0.71 TO 8 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 48 TO 14 INCH HMA PAVEMENT REMOVAL,SEE DETAIL 1/C0.6 AND GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE AVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BLEGEND CONT.VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH -BID SCHEDULE CVARIABLE DEPTH HMA MILLING, 2-INCHNOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED FINAL SAWCUT, SEEGENERAL NOTE 6POTHOLE UTILITY LINES, SEE GENERALNOTE 21.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIESBEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'SFAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TOENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADEIMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINESAND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER.3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND ANDPENETRATING THE PAVEMENT SURFACE.4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION.CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAYBE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.6.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDEREDPART OF THE BASE BID.6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ONSHEET C0.6. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLEPAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTSSHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS.PGENERAL NOTESGENERAL NOTES CONT.TAXIWAY ATAXIWAY A2 TAXIWAY A1 LAKEWASHINGTONHANGAR HANGAR SEAPLANE APRONRUNWAY 16-34REFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGC0.65C0.63ORC0.64C0.63ORC0.64C0.62C0.62C0.62EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3EXISTING CATCH BASIN,SEE GENERAL NOTE 3PROTECT EXISTING MONITORING WELL.NO GRADE ADJUSTMENT REQUIRED.EXISTING ABOVE GRADE HYDRANT,GATE VALVE AND WATER METER,SEE GENERAL NOTE 3EXISTING HANDHOLE,SEE GENERAL NOTE 3PROTECT EXISTING SIGNSEE 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.AS-BUILT EXISTING LEASE LINEDELINEATOR, TYP. SEE DETAILC3.713SALVAGE EXISTING UNLIGHTEDINFORMATIONAL SIGN AND RE-SETIN KIND UPON COMPLETION OFPROJECT. INCIDENTAL TO BID.P 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 DETAILC0.61PAVEMENT 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 DETAILC0.613' MIN.C1.127INITIAL 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, PROVIDE INITIAL SAWCUT, WHEREINDICATED IN THE DETAILS. FINAL SAWCUT AND REMOVAL OF PAVEMENT OUTBOARD OF THIS INITIALSAWCUT SHALL BE PERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING.2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BE REHABILITATED. ANY COSTSASSOCIATED WITH REPAIR OR DAMAGED PAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR.3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVE EXISTING KEYED JOINTS ORUNDERBREAKS IN ORDER TO OBTAIN A CLEAN SURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLYBEEN SAWCUT TO INSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1' MINIIMUMCUTBACK MAY NOT BE REQUIRED.4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE BIDITEMS.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 DETAILC0.611' 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION DETAILS 1 OF 2C0.621 OF 146C0.61SCALE=NTSTYPICAL FULL DEPTH PAVEMENT REMOVALC0.62SCALE=NTSVARIABLE DEPTH HMA MILLINGC0.64SCALE=NTSFULL DEPTH REMOVAL TRANSITION (WITH PCC)C0.63SCALE=NTSFULL DEPTH REMOVAL TRANSITION (WITHOUT PCC)C0.65SCALE=NTSFULL DEPTH REMOVAL TRANSITION AT RUNWAY 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.1.IN ORDER TO PROTECT THE EDGE OF HMA PAVEMENT TO REMAIN, PROVIDE INITIAL SAWCUT, WHEREINDICATED IN THE DETAILS. FINAL SAWCUT AND REMOVAL OF PAVEMENT OUTBOARD OF THIS INITIALSAWCUT SHALL BE PERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING.2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BE REHABILITATED. ANY COSTSASSOCIATED WITH REPAIR OR DAMAGED PAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR.3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVE EXISTING KEYED JOINTS ORUNDERBREAKS IN ORDER TO OBTAIN A CLEAN SURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLYBEEN SAWCUT TO INSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1' MINIIMUMCUTBACK MAY NOT BE REQUIRED.4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE BIDITEMS.GENERAL REMOVAL NOTES:1.IN ORDER TO PROTECT THE EDGE OF HMA PAVEMENT TO REMAIN, PROVIDE INITIAL SAWCUT, WHEREINDICATED IN THE DETAILS. FINAL SAWCUT AND REMOVAL OF PAVEMENT OUTBOARD OF THIS INITIALSAWCUT SHALL BE PERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING.2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BE REHABILITATED. ANY COSTSASSOCIATED WITH REPAIR OR DAMAGED PAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR.3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVE EXISTING KEYED JOINTS ORUNDERBREAKS IN ORDER TO OBTAIN A CLEAN SURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLYBEEN SAWCUT TO INSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1' MINIIMUMCUTBACK MAY NOT BE REQUIRED.4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE BIDITEMS.GENERAL REMOVAL NOTES:INITIAL ASPHALT PAVEMENTREMOVAL LIMITS PER DETAILC0.77INITIAL 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 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\14_C0.6 DEMO DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION DETAILS 2 OF 2C0.722 OF 146C0.76SCALE=NTSTYPICAL STRIPPINGC0.77SCALE=NTSTRENCH PAVEMENT REMOVAL (WITHOUT PCC)C0.78SCALE=NTSTRENCH PAVEMENT REMOVAL (WITH PCC) 2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+00ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMATCH TW & RW PAVINGSTA = 1+99.99OFF = 73.1'LMATCH TW & RW PAVINGSTA = 2+00.09OFF = 91.8'RR35'R200'R50'TW A1-A-A7STA: 6+88.06OFF: 52.50' RTW A1-A-A7STA: 6+96.06OFF: 68.90' RTW A1-A-A7STA: 9+30.94OFF: 25.00' RTW A1-A-A7STA: 2+89.54OFF: 52.63' RTW A1-A-A7STA: 4+18.69OFF: 55.75' RTW A1-A-A7STA: 2+23.63OFF: 69.47' RTW A1-A-A7STA: 2+06.97OFF: 73.26' LTW A1-A-A7STA: 2+06.92OFF: 91.79' R8' TYP.TW A1-A-A7STA: 2+41.90OFF: 54.63' LTW A1-A-A7STA: 4+59.66OFF: 48.90' R50' TYP.TW A1-A-A7STA: 9+25.07OFF: 33.00' R2+50 3+0 0 3 + 5 0 4+ 0 0 4+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+50TW A1-A-A7STA: 3+22.71OFF: 152.57' LTW A1-A-A7STA: 3+43.66OFF: 130.08' L28303234283032340+001+002+003+004+005+006+007+008+009+0010+0011+0011+40EG:FG:EG:FG:EG:FG:EG:FG:EG:FG:EG: 31.84FG:EG: 31.70FG:EG: 31.49FG:EG: 31.28FG:EG: 31.08FG:EG: 30.86FG: 30.86EG: 31.26FG: 30.74EG: 31.51FG: 30.62EG: 31.55FG: 30.52EG: 31.39FG: 30.46EG: 31.18FG: 30.44EG: 30.95FG: 30.44EG: 30.75 FG: 30.44 EG: 30.59 FG: 30.44 EG: 30.48 FG: 30.44 EG: 30.41 FG: 30.43 EG: 30.28 FG: 30.41 EG: 30.16 FG: 30.36 EG: 30.11 FG: 30.29 EG: 30.03 FG: 30.20 EG: 29.97 FG: 30.11 EG: 29.91 FG: 30.01 EG: 29.80 FG: 29.91 EG: 29.69 FG: 29.82 EG: 29.61 FG: 29.72 EG: 29.54 FG: 29.62 EG: 29.46 FG: 29.53 EG: 29.39 FG: 29.45 EG: 29.30 FG: 29.39 EG: 29.20 FG: 29.35 EG: 29.11 FG: 29.31 EG: 29.04 FG: 29.26 EG: 29.00 FG: 29.22 EG: 28.97 FG: 29.18 EG: 28.93 FG: 29.13 EG: 28.89 FG: 29.09 EG: 28.85 FG: 29.04 EG: 28.78 FG: 29.00 EG: 28.68 FG: 28.95 EG: 28.57 FG: 28.91 EG: 28.46 FG: 28.84 EG: 28.34 FG: 28.72 EG: 28.28 FG: 28.59 EG: 28.24 FG: 28.47 EG: 28.23 FG: 28.35 EG: 28.21 FG: 28.22 EG: 28.19 FG: 28.12 EG: 28.16 FG: 28.04 EG: 28.14 FG: 28.00 EG: 28.12 FG: 27.96 EG: 28.09 FG: 27.93 EG: 28.08 FG: 27.90 EG: 28.05 FG: 27.87 0.00%-0.60%-0.49%-0.62%-0.16%-0.21%-0.22%ELEV = 30.86MATCH EXISTING STA = 2+00.00 ELEV = 29.31 GRADE BREAK STA = 7+00.00 ELEV = 28.88 GRADE BREAK STA = 8+93.82PVIS: 4+30.27PVIE: 30.45LVC: 100.00'PVCS: 3+80.27 PVCE: 30.44' PVTS: 4+80.27 PVTE: 30.20'PVIS: 2+70.00PVIE: 30.44LVC: 60.00'PVCS: 2+40.00PVCE: 30.62'PVTS: 3+00.00PVTE: 30.44'PVIS: 6+37.10PVIE: 29.44LVC: 50.00'PVCS: 6+12.10 PVCE: 29.56' PVTS: 6+62.10 PVTE: 29.39'PVIS: 10+28.29PVIE: 28.05LVC: 65.00'PVCS: 9+95.79 PVCE: 28.25' PVTS: 10+60.79 PVTE: 27.99'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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2C1.11SCALE: 1" = 40'PLANC1.12SCALE: 1" = 40'H | 1" = 4'VPROFILEMAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A & A7 PLAN & PROFILE STA 0+00 TO 11+40C1.123 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSRUNWAY 16-34TAXIWAY ATAXIWAY A7 BOEING APRON BHANGAR C1.111C1.114OVERLAY 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.PROVIDE (2) NEW AIRCRAFTPARKING SLABS, SEE DETAILC1.1315C1.126C1.1314C1.1314C1.127C1.128ORC1.127ORC1.128C1.1418FOR ENLARGED PLAN OFINTERSECTION TRANSITIONAREAS, REFER TO DETAIL AHEADLANEONE12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00ATCT CLEARANCE REQUIREDAHEADLANEONEAHEADLANEONER85'R45'R35'R 2 6 'TW A6STA: 4+49.61OFF: 47.52' RTW A6STA: 3+80.73OFF: 73.50' LTW A6STA: 3+33.09OFF: 25.02' LTW A6STA: 3+90.44OFF: 25.00' RTW A6STA: 2+88.01OFF: 26.00' RTW A6STA: 2+20.85OFF: 38.00' LTW A6STA: 2+65.63OFF: 64.79' RTW A6STA: 1+97.49OFF: 54.97' L5 + 0 0 8' TYP. 50' TYP.11+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+501+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 02224262830 222426283011+4012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+40-0.11%-0.40%-0.80%-0.51%0.02%-0.36%-0.08%0.01%PVIS: 14+75.12PVIE: 26.34LVC: 75.00'PVCS: 14+37.62PVCE: 26.64'PVTS: 15+12.62PVTE: 26.30'PVIS: 17+00.00PVIE: 25.70LVC: 60.00'PVCS: 16+70.00 PVCE: 25.85' PVTS: 17+30.00 PVTE: 25.71'PVIS: 12+57.89PVIE: 27.67LVC: 150.00'PVCS: 11+82.89PVCE: 27.80'PVTS: 13+32.89PVTE: 27.38'PVIS: 13+60.03PVIE: 27.27LVC: 50.00'PVCS: 13+35.03PVCE: 27.37'PVTS: 13+85.03PVTE: 27.07'-0.11%-0.40%-0.80%-0.51%0.02%-0.36%-0.08%0.01%ELEV = 26.21 GRADE BREAK STA = 16+00.00 ELEV = 25.74 GRADE BREAK STA = 19+20.00 ELEV = 25.34 GRADE BREAK STA = 21+00.00 MATCH @ PHASE BNDY STA = 22+50.00ELEV = 25.35EG: 28.05FG: 27.87EG: 28.02FG: 27.83EG: 27.99FG: 27.80EG: 27.97FG: 27.77EG: 27.92FG: 27.73EG: 27.82FG: 27.68EG: 27.74FG: 27.62EG: 27.66FG: 27.56EG: 27.58FG: 27.50EG: 27.48FG: 27.43EG: 27.39FG: 27.35EG: 27.27FG: 27.24EG: 27.11FG: 27.11EG: 26.92FG: 26.95EG: 26.73FG: 26.79EG: 26.60FG: 26.62EG: 26.51FG: 26.49EG: 26.44FG: 26.39EG: 26.35FG: 26.32EG: 26.29FG: 26.29EG: 26.26 FG: 26.27 EG: 26.22 FG: 26.25 EG: 26.16 FG: 26.23 EG: 26.09 FG: 26.21 EG: 26.02 FG: 26.11 EG: 25.95 FG: 26.01 EG: 25.86 FG: 25.90 EG: 25.77 FG: 25.81 EG: 25.72 FG: 25.74 EG: 25.68 FG: 25.71 EG: 25.65 FG: 25.71 EG: 25.62 FG: 25.71 EG: 25.61 FG: 25.72 EG: 25.63 FG: 25.72 EG: 25.67 FG: 25.72 EG: 25.69 FG: 25.73 EG: 25.69 FG: 25.73 EG: 25.68 FG: 25.73 EG: 25.67 FG: 25.74 EG: 25.66 FG: 25.74 EG: 25.63 FG: 25.67 EG: 25.61 FG: 25.60 EG: 25.58 FG: 25.52 EG: 25.56 FG: 25.45 EG: 25.52 FG: 25.41 EG: 25.49 FG: 25.39 EG: 25.48 FG: 25.37 EG: 25.47 FG: 25.36 EG: 25.45 FG: 25.34 EG: 25.44 FG: 25.34 EG: 25.43 FG: 25.34 EG: 25.42 FG: 25.34 EG: 25.42 FG: 25.35 EG: 25.41 FG: 25.35 EG: 25.41 FG: 25.35 EG: 25.37 FG: 25.35 EG: 25.33 FG: 25.34 EG: 25.30 FG: 25.32 EG: 25.29 FG: 25.30 EG: 25.27 FG: 25.28 EG: 25.25 FG: 25.27SCALES 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.3 MATCHLINE, SEE SHEET C1.1 MAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 11+40 TO 23+40C1.224 OF 146C1.21SCALE: 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSRUNWAY 16-34TAXIWAY ATA X I W A Y A 6 BOEING APRON BHANGARFBO FUEL TANKSHANGAR HANGAR HANGARC1.111C1.111C1.114OVERLAY 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 OVERLAY TO EXISTING EOPMATCH TO MILLING &SAWCUT LIMITS PROVIDEDIN DEMOLITION PLANSMATCH TO MILLING LIMITSPROVIDED IN DEMOLITION PLANSPHASE 1 PROJECT LIMITSPHASE 2 PROJECT LIMITSC1.1314C1.1314C1.1313C1.127C1.128ORC1.1417FOR ENLARGED PLAN OF INTERSECTIONTRANSITION AREAS, REFER TO DETAIL 24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00ATCT CLEARANCE REQUIREDAHEADLANEONE MPH 15 MPH15TW 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' R0+001+002+003+004+005+001+00 2+00 3+004+00 8' TYP. 50' TYP.23+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+0033+5034+0034+5035+0035+50242628302426283023+4024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+40-0.24%-0.07%-0.02%-0.11%-0.10%-0.21%-0.02%GRADE BREAK STA = 29+20.00ELEV = 24.55ELEV = 24.74 GRADE BREAK STA = 28+40.00 ELEV = 24.52 GRADE BREAK STA = 30+24.36 ELEV = 24.22 GRADE BREAK STA = 33+00.00 ELEV = 25.11GRADE BREAK STA = 25+00.00ELEV = 24.91GRADE BREAK STA = 26+00.00EG: 25.25FG: 25.27EG: 25.24FG: 25.25EG: 25.24FG: 25.23EG: 25.24FG: 25.21EG: 25.23FG: 25.19EG: 25.21FG: 25.17EG: 25.19FG: 25.15EG: 25.17FG: 25.13EG: 25.16FG: 25.11EG: 25.13FG: 25.07EG: 25.11FG: 25.03EG: 25.09FG: 24.99EG: 25.06FG: 24.95EG: 25.04FG: 24.91EG: 25.03FG: 24.89EG: 25.01FG: 24.88EG: 24.98FG: 24.87EG: 24.96FG: 24.85EG: 24.94FG: 24.84EG: 24.92FG: 24.82EG: 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 EG: 24.31 FG: 24.26 EG: 24.27 FG: 24.24 EG: 24.22 FG: 24.22 EG: 24.23 FG: 24.21 EG: 24.23 FG: 24.21 EG: 24.27 FG: 24.21 EG: 24.30 FG: 24.20 EG: 24.28 FG: 24.20 EG: 24.25 FG: 24.19 EG: 24.21 FG: 24.19 EG: 24.21 FG: 24.18 EG: 24.21 FG: 24.18 EG: 24.21 FG: 24.18 EG: 24.21 FG: 24.17 EG: 24.21 FG: 24.17SCALES 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2 MATCHLINE, SEE SHEET C1.4MAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 23+40 TO 35+40C1.325 OF 146C1.31SCALE: 1" = 40'PLANC1.32SCALE: 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSRUNWAY 16-34TAXIWAY A5TAXIWAY ATAXIWAY A4 ATCTBOEING FUEL FARMHANGARHANGARC1.111C1.114C1.115C1.115MATCH 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 PLANSC1.127C1.128ORC1.127ORC1.128C1.127ORC1.128C1.1314C1.1314C1.1314 36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+00ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH15MPH 15TW A1-A-A7STA: 37+42.97OFF: 33.00' RTW A1-A-A7STA: 37+56.73OFF: 25.00' RTW A1-A-A7STA: 35+80.46OFF: 25.00' RTW A1-A-A7STA: 36+00.67OFF: 33.00' R1+002+003+004+005+008' TYP.TW A1-A-A7STA: 46+96.65OFF: 25.00' R35+5036+0036+5037+0037+5038+0038+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+502224262830222426283035+4036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0047+40EG: 24.21FG: 24.17EG: 24.20FG: 24.16EG: 24.16FG: 24.16EG: 24.10FG: 24.10EG: 24.04FG: 24.05EG: 23.98FG: 23.99EG: 23.94FG: 23.93EG: 23.92FG: 23.87EG: 23.91FG: 23.82EG: 23.89FG: 23.81EG: 23.86FG: 23.80EG: 23.86FG: 23.79EG: 23.86FG: 23.78EG: 23.86FG: 23.77EG: 23.86FG: 23.76EG: 23.86FG: 23.75EG: 23.86FG: 23.74EG: 23.86FG: 23.73EG: 23.86FG: 23.72EG: 23.84FG: 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 EG: 23.78 FG: 23.62 EG: 23.63 FG: 23.52 EG: 23.53 FG: 23.41 EG: 23.41 FG: 23.31 EG: 23.30 FG: 23.21 EG: 23.18 FG: 23.11 EG: 23.06 FG: 23.01 EG: 22.98 FG: 22.90 EG: 22.88 FG: 22.80 EG: 22.80 FG: 22.70 EG: 22.74 FG: 22.60 EG: 22.69 FG: 22.55 EG: 22.66 FG: 22.50 EG: 22.63 FG: 22.45 -0.02%-0.28%0.14%-0.05%0.01%-0.51%-0.25%ELEV = 24.16GRADE BREAK STA = 35+80.00ELEV = 23.82GRADE BREAK STA = 37+00.00 ELEV = 23.68 GRADE BREAK STA = 40+00.00 ELEV = 23.70 GRADE BREAK STA = 42+40.00 ELEV = 22.60 GRADE BREAK STA = 46+80.00PVIS: 44+14.61PVIE: 23.95LVC: 150.00'PVCS: 43+39.61 PVCE: 23.84' PVTS: 44+89.61 PVTE: 23.57'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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.3 MATCHLINE, SEE SHEET C1.5MAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 35+40 TO 47+40C1.426 OF 146C1.41SCALE: 1" = 40'PLANC1.42SCALE: 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSRUNWAY 16-34TAXIWAY ATAXIWAY A3BOEING APRON CGA TIEDOWN APRONGA TIEDOWN APRONC1.111C1.115C1.11450' 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 PLANSC1.127C1.128ORC1.127ORC1.128C1.1314 48+0049+0050+0051+0052+0053+0054+0055+0056+00 MPH15MPH15 1+002+003+004+00 R55'R 1 4 0 'TW 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' L8' TYP.TW A1-A-A7STA: 54+48.72OFF: 88.12' LTW A1-A-A7STA: 48+50.97OFF: 41.00' R47+5048+0048+5049+0049+5050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+00 TW A1-A-A7STA: 53+30.86OFF: 25.00' LTW A1-A-A7STA: 55+49.22OFF: 25.00' LR 2 0 0 'TW A1-A-A7STA: 56+31.49OFF: 42.41' L50' TYP.2224262830222426283047+4048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0058+34EG: 22.63FG: 22.45EG: 22.56FG: 22.40EG: 22.48FG: 22.35EG: 22.39FG: 22.30EG: 22.30FG: 22.25EG: 22.24FG: 22.21EG: 22.20FG: 22.18EG: 22.19FG: 22.18EG: 22.24FG: 22.21EG: 22.31FG: 22.28EG: 22.37FG: 22.34EG: 22.44FG: 22.40EG: 22.51FG: 22.47EG: 22.57FG: 22.53EG: 22.65FG: 22.60EG: 22.70FG: 22.66EG: 22.76FG: 22.73EG: 22.83FG: 22.79EG: 22.90FG: 22.86EG: 22.97FG: 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: EG: 24.07 FG: EG: 24.27 FG: EG: 24.22 FG: EG: FG: EG: FG: EG: FG: EG: FG: EG: FG:MATCH EXISTING STA = 56+31.49ELEV = 23.29ELEV = 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: 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+07.82PVTE: 22.24'-0.34%0.66%-0.25%0.32%0.23%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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.4 MAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A & A1 PLAN & PROFILE STA 47+40 TO 57+33C1.527 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSC1.51SCALE: 1" = 40'PLANC1.52SCALE: 1" = 40'H | 1" = 4'VPROFILERUNWAY 16-34TAXIWAY ATAXIWAY A2 TAXIWAY A1 LAKEWASHINGTONHANGARHANGAR SEAPLANE APRONC1.111C1.112C1.114C1.115MATCH TO MILLING &SAWCUT LIMITS PROVIDEDIN DEMOLITION PLANSMATCH PAVING TOEXISTING CONCRETERAMP & RETAINING WALLMATCH 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.C1.127C1.128ORC1.1314C1.1314C1.127C1.127ORC1.128C1.1314C1.1416FOR ENLARGED PLAN OF INTERSECTIONTRANSITION AREAS, REFER TO DETAIL 48+00 49+00 50+00 51+00 S.MPH15MPH150+001+002+003+004+005+006+006+0147+50 48+00 48+50 49+00 49+50 50+00 50+50 51+0050' TYP.222426283022242628300+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'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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A2 PLAN & PROFILEC1.628 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSC1.61SCALE: 1" = 40'PLANC1.62SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A2RUNWAY 16-34TAXIWAY A C1.114HANGARHANGARSEAPLANEAPRONGA TIEDOWN APRONCEDAR RIVERREFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.115C1.111C1.127ORC1.128C1.1314C1.127C1.128OR 34+00 35+003 6 + 0 0 37+003 8 + 0 0 39+00ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH150+001+002+003+004+005+006+007+007+2634+00 34+5035+003 5 + 5 0 3 6 + 0 0 36+5037+0037+503 8 + 0 0 38+5039+003 9 + 5 02224262830 22242628300+001+002+003+004+005+006+00ELEV = 24.08 MATCH TW A CL STA = 2+00.00 ELEV = 24.06 GRADE BREAK 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%0SCALE 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 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A3 PLAN & PROFILEC1.729 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSC1.71SCALE: 1" = 40'PLANC1.72SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A3RUNWAY 16-34TAXIWAY AB O E I N G A P R O N CHANGARC1.114C1.111C1.115REFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.1314C1.127ORC1.128C1.127C1.128OR 27+00 28+00 29+00 30+00 31+00AHEADLANEONE0+006+010+001+002+003+004+005+006+0027+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+0024262830 242628300+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:0SCALE 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 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A4 PLAN & PROFILEC1.830 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSC1.81SCALE: 1" = 40'PLANC1.82SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A4TAXIWAY A RUNWAY 16-34C1.111C1.115C1.114HANGAR HANGAR TAXIWAY B TAXIWAY B4BOEING FUEL FARMREFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.1314C1.127ORC1.128C1.127C1.128OR 23+0024+0025+0026+0027+0028+00UTAHEADLANEONE7+260+001+002+003+004+005+006+007+000+00 1+00 22+5023+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0024262830242628300+001+002+003+004+005+006+000.71%-0.74%-0.74%ELEV = 24.97 MATCH TW A CL STA = 2+00.00 ELEV = 24.82 MATCH EXISTING STA = 4+93.19 ELEV = 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: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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A5 PLAN & PROFILEC1.931 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSC1.91SCALE: 1" = 40'PLANC1.92SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A5TAXIWAY ARUNWAY 16-34C1.115C1.111C1.114BOEING FUEL FARMHANGARHANGARATCTREFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.127ORC1.128C1.127C1.128ORC1.1314 AHEADLANEONE16+0017+0018+0019+0020+00MH43.1 15+5 0 16+0 0 16+5 0 17+0 0 17+5 0 18+0 0 18+5 0 19+00 19+50 20+000+001+002+003+004+005+006+006+4724262830242628300+001+002+003+004+005+006+00ELEV = 25.71 MATCH TW A CL STA = 2+00.00GRADE BREAK STA = 2+28.76ELEV = 25.46ELEV = 25.72 GRADE BREAK STA = 4+38.69PVIS: 3+06.83PVIE: 24.77LVC: 140.00'PVCS: 2+36.83 PVCE: 25.39' PVTS: 3+76.83 PVTE: 25.27' EG: 24.81FG:EG: 24.72FG:EG: 24.77FG:EG: 24.91FG:EG: 25.09FG:EG: 25.31FG:EG: 25.28FG: EG: 25.63 FG: EG: 25.86 FG: EG: 25.77 FG: EG: 25.63 FG: EG: 25.54 FG: 25.54 EG: 25.60 FG: 25.36 EG: 25.68 FG: 25.21 EG: 25.74 FG: 25.11 EG: 25.79 FG: 25.06 EG: 25.81 FG: 25.05 EG: 25.79 FG: 25.09 EG: 25.72 FG: 25.17 EG: 25.66 FG: 25.30 EG: 25.60 FG: 25.44 EG: 25.51 FG: 25.58 EG: 25.73 FG: EG: 25.96 FG: EG: 26.19 FG: EG: 26.43 FG: EG: 26.65 FG: EG: 26.87 FG: EG: 26.83 FG: EG: FG: EG: FG:-0.88%-0.88%0.72%0SCALE 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 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A6 PLAN & PROFILEC1.1032 OF 146LEGENDTYPE 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 CVARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.PROPOSED GRADING LIMITSC1.101SCALE: 1" = 40'PLANC1.102SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A6TAXIWAY ARUNWAY 16-34TAXIWAY B6TAXIWAY BHANGARHANGARFBO FUEL TANKSC1.111C1.114REFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP.C1.115C1.1417FOR ENLARGED PLAN OFINTERSECTION TRANSITIONAREAS, REFER TO DETAILC1.127ORC1.128C1.1314 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 PLANC1.111VARIES 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 DETAILSC1.129C1.127C1.128TW 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 DETAILC1.1210UNPAVED SURFACING(WHERE REQUIRED),SEE DETAILC1.1210CONTRACTOR 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 1 OF 6C1.1133 OF 146C1.111SCALE=NTSTYPE 1 REHABILITATION (ADG III)C1.112SCALE=NTSTYPE 2 REHABILITATION (ADG II)C1.114SCALE=NTSVARIABLE DEPTH HMA OVERLAY (4-INCH MINIMUM)C1.115SCALE=NTSVARIABLE DEPTH TAXIWAY OVERLAY (2-INCH MINIMUM)C1.113SCALE=NTSTYPICAL SUBGRADE STABILIZATION 3" TOPSOIL (T-905)HYDROSEEDING (T-901)PROPOSED SUBGRADECOMPACTED PER P-152UNPAVED SURFACING(WHERE REQUIRED),SEE DETAILC1.1210TYPE 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)C1.127C1.128EXISTING 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 DETAILSC1.111SEE NOTE 1 C1.111C1.111NOTE:1.HEIGHT OF EACH TRANSITIONAL STEP SHALL BE EQUIVALENT TO THETHICKNESS OF EACH LIFT OF CRUSHED AGGREGATE BASE PLACED.C1.112C1.112C1.112PROPOSED 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 C1.11. 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.C1.112C1.112C1.112SEE PLAN FORTRANSITION LIMITS8' TRANSITIONVARIABLE DEPTH ASPHALT PAVING(P-401 OR P-403), SEE NOTE 2SEE NOTE 1C1.111C1.111C1.111EXISTINGAGGREGATE 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 2 OF 6C1.1234 OF 146C1.1210SCALE=NTSUNPAVED SURFACINGC1.126SCALE=NTSVARIABLE DEPTH BYPASS APRON OVERLAY (2-INCH MINIMUM)C1.127SCALE=NTSTYPICAL TYPE 1 & 2 REHAB TRANSITION (WITHOUT PCC)C1.129SCALE=NTSTYPICAL BUTT JOINTC1.128SCALE=NTSTYPICAL TYPE 1 & 2 REHAB TRANSITION (WITH PCC) COMPACT EXISTING SUBGRADE PER P1526" CONCRETE SLAB (P610)10'10'6" CRUSHED AGGREGATEBASE COURSE (P209)6X6 W5.5 X W5.5 WELDED WIREREINFORCEMENT CENTERED INSLAB W/ 3" CLEAR ALL AROUNDSEE NOTE 1NOTE:1.CONTROL POINT PROVIDED IN THE PLANS REFERENCES CENTER OF SLAB. SLABSHALL BE ALIGNED IN THE FIELD AND SHALL GENERALLY BE ORTHOGONAL TOSERVICE ROAD STRIPING TO THE SATISFACTION OF THE RPR.10'10'TYPICAL TYPE 1 REHABTRANSITION, SEE DETAILSPROPOSED BUTTJOINT. SEE DETAILC1.129PHASE 1 / PHASE 2BOUNDARY2" ASPHALT SURFACECOURSE (P-401)4" ASPHALT SURFACECOURSE (P-401)TOP OF MILLED SURFACEEXISTING ASPHALTPAVEMENT TO REMAINC1.127C1.128TYPE 1 REHAB,SEE DETAILC1.111TOP OF MILLED SURFACEEXISTING ASPHALTPAVEMENT TO REMAIN6' TYP.2" ASPHALT SURFACECOURSE (P-401)PROPOSED BUTTJOINT. SEE DETAILEXISTING EDGEOF RUNWAYC1.1296"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 @ 12" O.C. CENTERED INSLAB 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 C1.11.10'10' BASETRANSITIONLENGTH6"TRANSITION SLAB (P-610),SEE NOTE 2ASPHALT SURFACE COURSE (P401).FOR THICKNESS SEE DETAILC1.111VARIABLE DEPTH ASPHALT BASECOURSE (P403), SEE NOTE 3CRUSHED AGGREGATEBASE COURSE (P209)EXISTING BASE MATERIALCOMPACTED PER P-152DIM B = DIM A OR 10",WHICHEVER IS GREATERDIM AC1.1520EXISTINGAGGREGATE BASETYPE 1 REHAB,SEE DETAILC1.111EXISTING 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 @ 12" O.C. CENTERED INSLAB 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 C1.11.10'10' BASETRANSITIONLENGTH6"TRANSITION SLAB (P-610),SEE NOTE 2ASPHALT SURFACE COURSE (P401).FOR THICKNESS SEE DETAILC1.111VARIABLE 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 DETAILC1.1520UNDERDRAIN, 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 BACKFILLC1.1210C1.111C1.112C1.111C1.112SCALES 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 3 OF 6C1.1335 OF 146C1.1315SCALE=NTSAIRCRAFT PARKING SLABC1.1313SCALE=NTSTYPE 1 REHAB TRANSITION AT PHASE BOUNDARYC1.1311SCALE=NTSTYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A1 & A6C1.1312SCALE=NTSTYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A7C1.1314SCALE=NTSTYPE 1 & 2 REHAB AT PAVEMENT EDGE EXISTING RUNWAYPAVEMENT TO REMAINLIMITS OF PROPOSED TYPE 1REHAB SURFACE COURSEC1.1312TYPE 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.C1.1520C1.1521TYPE 1 REHABTYPE 1 REHABTRANSITION@ RUNWAY TYPE 2 REHABTYPICAL TYPE 2 REHAB TRANSITIONC1.1311C1.128PROPOSED 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 REMAINC1.1520C1.1521EDGE 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 PLANSC1.1311CONTRACTOR 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.C1.1520C1.1521EXISTING 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 4 OF 6C1.1436 OF 146C1.1418SCALE=NTSTAXIWAY A7 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1416SCALE=NTSTAXIWAY A1 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1417SCALE=NTSTAXIWAY A6 - RUNWAY 16-34 INTERSECTION ENLARGED PLANC1.1419SCALE=NTSCRACK ROUTE AND SEAL 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-501C1.1523C1.15220.362" 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 JOINTC1.1520C1.1521SCALES 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 5 OF 6C1.1537 OF 146C1.1520SCALE=NTSTYPICAL CONSTRUCTION JOINTC1.1521SCALE=NTSTYPICAL CONTRACTION JOINTC1.1523SCALE=NTSDOWEL BASKET ASSEMBLYC1.1522SCALE=NTSCONTRACTION JOINT SAWCUTC1.1524SCALE=NTSTYPICAL DOWEL SPACING AT PANEL CORNERS 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)C0.77NOTES: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 DETAILC0.78EXISTING 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVING DETAILS 6 OF 6C1.1638 OF 146C1.1625SCALE=NTSTRENCH PAVEMENT RESTORATION (WITHOUT PCC)C1.1626SCALE=NTSTRENCH PAVEMENT RESTORATION (WITH PCC)C1.1627SCALE=NTSTYPICAL TRENCH STABILIZATION ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED28.529.029.528.428.628.728.828.929.129.229.329.429.629.72 9 . 5 3 0 . 0 30.5 30.52 9 . 3 2 9 . 4 2 9 . 6 2 9 . 7 2 9 . 8 2 9 . 9 3 0 . 1 30.13 0 . 2 30.23 0 . 3 30.330.4 30.430.6 30.630.730.730.030.529.829.930.130.230.330.430.630.7 2 9 . 0 2 9 . 1 2 9 . 2 R501.5% TYP.DAYLIGHT @ 5% CUT SLOPESEE GENERAL NOTE 130.0 30.529.9 30.130.230.330.4 30.630.7 DAYLIGHT @5% CUT CLOPEMATCH EXISTING GRADE@ PAVING LIMITS14.5' TYP.14.5' TYP.1.5% TYP.SEE OVERLAY PLAN C2.10SEE OVERLAY PLAN C2.19MATCH EXISTING GRADE@ PAVING LIMITS2+25 2+75 3+25 3+75 4+254+755+255+756+256+757+257+75STA=2+64.58OFF=89.85'LEL=29.75'STA=3+14.56OFF=44.61'LEL=31.00'STA=3+62.85OFF=44.39'LEL=30.99'STA=2+00.00OFF=17.50'LSTA=4+52.87OFF=7.00'LEL=30.41'STA=4+81.89OFF=100.89'REL=28.90'STA=5+01.58OFF=0.00'EL=30.10'STA=6+00.00OFF=20.00'REL=29.84'STA=2+95.40OFF=68.09'REL=29.55'STA=2+41.00OFF=68.95'LEL=29.98'STA=3+09.32OFF=98.11'LEL=30.18'STA=2+18.53OFF=100.48'REL=30.16'STA=2+19.31OFF=80.74'LEL=30.97'STA=5+34.87OFF=67.00'REL=29.23'2+00 2+50 3+00 3+50 4 + 0 0 4+505+005+506+006+507+007+508+0031.19'30.28'30.19'30.10'29.93'30.69'30.88'31.07'29.68'30.11'29.20'28.99'29.44'30.68'30.82'30.72'30.73'30.22'29.77'30.89'30.33'30.45'31.07'29.74'29.72'29.72'29.72'29.71'29.69'29.59'29.45'29.44'29.44'29.44'29.43'29.31'29.24'29.21'30. 5 4 '30.42'30 . 2 5 '30.04'29.98'29.91'29.71'29.64'29.62'29.60'29.56'29.49'28.94'28.83'28.76'28.71'29.44'29.39'29.33'28.69'28.65'29.41'29.35'29.25'29.21'29.05'29.16'29.26'29.38'29.48'29.60'29.70'29.77'29.82'29.87'29.96'30.14'-0.63%-0.33%-0.84%-1.45%-1.04%-1.25%-1.35%-1.40%-1.25%-1.25%-1.25%-1.25%-1.36%-0.69%-1.09%-1.39%-1.25%-1.25% -1.43% -1.25%-1.57%-1.71% -1.25% -1.23% -1.25%-1.16% -1.25% -1.25% -1.25% -1.25% -1.25% -1.25% -1.15% -1.11% -1.09% -1.05% -1.13% -1.28% -1.45% -1.51% -1.48% -1.36% -1.34%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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 204020'NMAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 1 OF 9C2.139 OF 146MATCHLINE, SEE SHEET C2.2 TAXIWAY ATAXIWAY A7GENERAL 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 16-34 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDAHEADLANEONESTA=14+11.09OFF=70.55'REL=24.18'27.027.528.026.7 26.8 26.927.127.227.327.427.627.727.827.928.128.228.328.028.527.627.727.827.928.128.228.328.42 7 . 0 27.52 7 . 1 2 7 . 2 2 7 . 3 27.4SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1DAYLIGHT @ 1% CUT SLOPEDAYLIGHT @ 5% CUT SLOPESEE OVERLAY PLAN C2.19SEE OVERLAY PLAN C2.118+258+759+259+7510+2510+7511+2511+7512+2512+7513+2513+7514+25STA=10+16.23OFF=33.00'LEL=28.63'STA=13+22.89OFF=25.00'LEL=27.63'STA=13+69.79OFF=90.57'REL=24.37'STA=8+22.47OFF=20.00'REL=29.29'8+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0028.62'28.57'28.55'28.55'28.52'28.52'28.52'28.54'28.61'28.53'28.46'28.42'28.42'28.36'28.31'28.27'28.16'28.04'27.94'27.84'27.69'27.51'27.41'27.10'2 6 . 7 4 '29.28'29.13'28.98'28.86'28.77'28.72'28.71'28.65'28.23'28.00'27.85'27.74'27.70'27.66'27.62'27.58'27.54'27.50'27.45'27.40'27.34'27.27'27.24'27.02'26.81'2 6 . 5 2 ' 2 6 . 9 7 '27.23'27.48'27.58'27.63'29.14'28.92'28.70'28.51'28.36'28.40'27.19'26.66'-1.34%-1.26%-1.24%-1.12%-0.99%-1.01%-1.00%-1.00%-1.00%-1.22%-1.50%-1.50% -1.44%-1.54% -1.50% -1.25%-1.57% -1.25%-1.48% -1.25%-1.48% -1.25%-1.61% -1.25%-1.55% -1.25%-1.51% -1.25%-1.51% -1.25%-1.36% -1.25%-1.18% -1.25%-1.10% -1.05%-1.03% -0.88%-0.88% -1.11%-1.11% -1.35%-1.35% -1.13%-1.13%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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 2 OF 9C2.240 OF 146MATCHLINE, SEE SHEET C2.3 MATCHLINE, SEE SHEET C2.1 0SCALE 1" = 204020'NTAXIWAY 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##.##'RUNWAY 16-34 25.525.526.026.025.225.225.325.325.425.425.625.725.825.925.926.126.126.526.126.226.326.425.025.525.125.225.325.425.625.725.825.92 4 . 0 24.5 2 5 . 0 2 4 . 1 2 4 . 2 2 4 . 324.4 2 4 . 6 2 4 . 7 2 4 . 8 2 4 . 9 2 5 . 1 2 5 . 025.52 4 . 925.1 2 5 . 225.325.425.625.7DAYLIGHT @ 5% CUT SLOPESEE GENERAL NOTE 114.5' TYP.1.5% TYP.MATCH EXISTING GRADE@ PAVING LIMITSSEEGENERALNOTE 1 DAYLIGHT @ 5% CUT SLOPESEE GENERALNOTE 11+ 2 5 1+ 7 5 2+ 2 5 2+ 7 5 3+ 2 5 3+ 7 5 4+ 2 5 DAYLIGHT @ 5% CUT SLOPE14.5' TYP.1.5% TYP.DAYLIGHT @ 5% CUT SLOPE25'SEE GENERAL NOTE 1SEE OVERLAY PLAN C2.12-0.90%-0.90%14+2514+7515+2515+7516+2516+7517+2517+7518+2518+7519+2519+7520+25STA=17+20.00OFF=25.00'LEL=25.96'TW A6STA=2+24.08OFF=128.16'LEL=~23.70'MATCH EXSTTW A6STA=3+63.26OFF=59.82'LEL=~24.89'MATCH EXSTTW A6STA=3+36.11OFF=40.03'REL=24.54'TW A6STA=4+19.60OFF=45.44'REL=~25.06'MATCH EXSTTW A6STA=3+32.52OFF=39.55'LEL=24.54'TW A6STA=2+25.81OFF=51.78'LEL=25.00'STA=14+37.73OFF=89.59'REL=24.32'TW A6STA=3+29.79OFF=55.13'REL=~24.30'MATCH EXSTSTA=16+70.88OFF=25.00'REL=25.57'TW A6STA=3+38.58OFF=66.86'LEL=~24.46'MATCH EXSTTW A6STA=2+25.52OFF=60.68'LEL=~24.87'MATCH EXSTSTA=18+08.67OFF=25.00'REL=25.43'1+ 5 0 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 4+ 0 0 4+ 5 0 14+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0026.74'26.48'26.45'26.50'26.47'26.48'26.53'26.43'26.28'26.14'25.99'25.89'25.88'26.04'26.04'26.05'26.10'26.12'26.15'26.18'26.19'26.10'25.97'25.81'25.77'26.52'26.33'26.18'26.06'25.99'25.93'25.90'25.87'25.77'25.66'25.56'25.49'25.46'25.46'25.46'25.44'25.41'25.42'25.42'25.43'25.41'25.32'25.23'25.14'25.09'25.97'25.99'26.10'26.25'26.40'26.55'26.57'26.60'26.59'26.63'26.78'26.97'26.59'25.16'24.82'24.80'25.03'24.73'24.74'24.73'24.74'24.87'24.80'25.09'24.94'25.12'25.28'25.16'25.39'-0.90%-0.90%-0.90%-0.90%-1.05%-1.05%-1.20%-1.20%-1.35%-1.35%-1.35%-1.35%-1.35%-1.35% -1.26%-1.26% -1.18%-1.18% -1.09%-1.09% -1.00%-1.00% -1.00%-1.01% -1.00%-1.00% -1.00%-1.00% -1.13%-1.01% -1.25%-1.13% -1.25%-1.20% -1.25%-1.27% -1.25%-1.34% -1.25%-1.40% -1.25%-1.40% -1.25%-1.29% -1.25%-1.10%-0.36%-1.25%-1.25%-1.25%-1.25%-1.26%-1.25%-0.92%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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 3 OF 9C2.341 OF 146MATCHLINE, SEE SHEET C2.2 MATCHLINE, SEE SHEET C2.40SCALE 1" = 204020'NTAXIWAY ATA X I W A Y A 6GENERAL 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 16-34 AHEADLANEONE25.525.125.225.325.425.625.724.0 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 23.823.823.923.924.524.124.224.324.424.624.724.823.523.323.423.623.723.823.820+2520+7521+2521+7522+2522+7523+2523+7524+2524+7525+2525+7526+25-1.25%-1.10%SEE OVERLAY PLAN C2.201 + 5 02+503+504 + 5 0 SEE OVERLAY PLAN C2.13SEE GENERAL NOTE 1SEE GENERAL NOTE 1DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 1% CUT SLOPEWHEN IN A FILL CONDITIONSEE GENERAL NOTE 1SEE GENERALNOTE 1SEE GENERAL NOTE 1DAYLIGHT @ 5% CUT SLOPE-1.25%-1.07%-1.25%-1.06%-1.25%-1.05%-1.25%-1.09%-1.25%-1.19%-1.25%-1.20%-1.25%-1.14% -1.25%-1.04% -1.25%-1.00% -1.25%-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%24.024.525.024.124.224.324.424.624.724.824.925.125.225.325.4-1.25%-1.39%STA=22+58.82OFF=95.70'REL=24.91'STA=23+61.15OFF=72.33'REL=23.42'TW A5STA=4+05.25OFF=38.85'LEL=~23.19'MATCH EXSTTW A5STA=3+19.24OFF=20.01'LEL=23.87'STA=22+60.03OFF=39.59'REL=~24.34'MATCH EXSTTW A5STA=5+38.65OFF=102.15'REL=~24.30'MATCH EXSTTW A5STA=3+85.99OFF=38.86'REL=23.85'TW A5STA=3+29.74OFF=65.92'LEL=~23.75'MATCH EXSTSTA=24+20.46OFF=45.64'REL=~23.98'MATCH EXSTTW A5STA=3+44.73OFF=45.01'REL=~23.27'MATCH EXSTSTA=21+90.10OFF=125.33'REL=~23.90'MATCH EXSTSTA=21+71.19OFF=63.82'REL=~23.64'MATCH EXSTTW A5STA=4+84.43OFF=99.59'REL=~23.96'MATCH EXSTSTA=22+01.10OFF=54.52'REL=~23.88'MATCH EXSTSTA=22+28.18OFF=48.28'REL=~24.09'MATCH EXSTTW A5STA=4+30.43OFF=35.24'REL=24.22'TW A5STA=3+45.98OFF=40.60'REL=23.15'TW A5STA=3+82.83OFF=23.74'REL=23.96'STA=24+10.09OFF=39.50'REL=~24.26'MATCH EXSTTW A5STA=3+30.25OFF=46.76'LEL=~23.85'MATCH EXST20+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+002+003 + 0 04+005 + 0 0 25.77'25.73'25.71'25.69'25.70'25.74'25.74'25.72'25.69'25.68'25.66'25.66'25.65'25.62'25.62'25.60'25.55'25.51'25.50'25.48'25.47'25.44'25.42'25.37'25.09'25.07'25.05'25.03'25.03'25.03'25.03'25.04'25.04'25.04'25.01'24.99'24.97'24.94'24.92'24.90'24.87'24.87'24.76'24.75'2 4 . 7 2 '24.70'24.65'24.60'24.55'24.53'24.60'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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANMATCHLINE, SEE SHEET C2.3 MATCHLINE, SEE SHEET C2.5MAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 4 OF 9C2.442 OF 1460SCALE 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 16-34PHASE 1 PROJECT LIMITSPHASE 2 PROJECT LIMITS 25.31'24.66'24.58'23.99'25.0 24.824.925.125.225.32 5 . 4 24.525.024.224.324.424.624.724.824.925.123.022.622.722.822.923.123.222.5 22.6 22.7 22.824.02 4 . 0 23.723.723. 8 23.8 23.923.924.124.124.224.325.024.624.724.824.925.122.523.022.322.422.622.722.822.923.126+2526+7527+2527+7528+2528+7529+2529+7530+2530+7531+2531+7532+251+502+503+50 -1.25%-1.27%SEE OVERLAY PLAN C2.21SEE OVERLAY PLAN C2.14-1.25%-1.10%SEE GENERAL NOTE 1SEE GENERAL NOTE 1DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPESEE GENERAL NOTE 1 SEE GENERAL NOTE 1DAYLIGHT @ 2% CUT SLOPEDAYLIGHT @ 2% CUT SLOPEDAYLIGHT @ 2% CUT AND FILL SLOPESTA=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=22.77'26+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%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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANMATCHLINE, SEE SHEET C2.4 MAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 5 OF 9C2.543 OF 1460SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.6 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 16-34 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH1524.11'23.45'24.524.624.724.7 24.7 24.8 24.824.924.924.423.023.524.024.523.123.223.323.423.623.723.823.924.124.224.324.424.623.523.123.223.323.423.623.722.522.222.322.422.624.024.523.924.124.224.324.424.624.725.125.032+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 C2.15SEE GENERAL NOTE 1SEE OVERLAY PLAN C2.22DAYLIGHT @ 2.5%CUT SLOPEDAYLIGHT @ 5% CUT SLOPETW 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=23.35'32+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%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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANMATCHLINE, SEE SHEET C2.5 MAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 6 OF 9C2.644 OF 1460SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.7 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 16-34 ATCT CLEARANCE REQUIREDMPH1524 . 524.324.324.324.324.324.324.424.424.424.424.424.424.623.524.023.223.323.423.623.723.823.924.124.223.524.023.223.323.423.623.723.823.924.124.224.324.424.223.623.723.823.938+2538+7539+2539+7540+2540+7541+2541+7542+2542+7543+2543+7544+25DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPESEE GENERAL NOTE 1SEE OVERLAY PLAN C2.16SEE GENERAL NOTE 1-1.25%-1.47%STA=38+51.27OFF=74.25'REL=~22.70'MATCH EXST38+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% MATCHLINE, SEE SHEET C2.6SCALES 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 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 7 OF 9C2.745 OF 1460SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.8 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 16-34 MPH15MPH 1524.22'23.42'22.522.523.023.524.022.222.222.322.322.422.422.622.622.722.722.82 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 . 621.721.821.922.122.222.322.422.622.722.822.923.022.722.822.923.123.222.022.521.922.122.222.322.422.623.019.519.520.020.521.021.5TW 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 C2.23SEE OVERLAY PLAN C2.17DAYLIGHT @ 5%CUT SLOPEDAYLIGHT @ 5%CUT SLOPESEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1SEE GENERAL NOTE 1DAYLIGHT @ 5% CUT SLOPEDAYLIGHT @ 2.5% CUT SLOPESTA=48+50.97OFF=33.00'REL=21.86'SEEGENERALNOTE 1STA=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=21.86'44+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% MATCHLINE, SEE SHEET C2.7SCALES 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\18_C2.0 GRADING SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 8 OF 9C2.846 OF 1460SCALE 1" = 204020'NMATCHLINE, SEE SHEET C2.9 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 16-34 23.023.523.123.223.323.423.023.023.523.522.822.923.123.123.223.223.323.323.423.423.623.623.723.723.022.722.822.923.123.223.321.522.022.022.522.523.023.021.1 21.2 21.3 21.4 21.6 21.7 21.8 21.922.122.122.222.222.322.322.422.422.622.622.722.722.822.822.922.923.123.123.223.223.323.323.423.422.523.023.522.322.422.622.722.822.923.123.223.323.423.623.723.850+7551+2551+7552+2552+7553+2553+7554+2554+7555+2555+75 56+25 SEE OVERLAY PLAN C2.23SEE OVERLAY PLAN C2.18STA=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=21.01'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'MATCH EXISTING GRADE@ PAVING LIMITSSTA=56+37.49OFF=0.00'EL=23.34'50+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+50 56+00 56+50 20.520.521.021.021.5STA=55+36.24OFF=144.06'LEL=21.13'STA=55+01.97OFF=162.87'LEL=20.55'14.5 ' TYP .STA=52+12.07OFF=60.00'REL=22.56'SEE GENERAL NOTE 1SEEGENERALNOTE 1 SEE GENERAL NOTE 1STA=52+52.08OFF=74.11'REL=~22.25'MATCH EXST23.05'23.12'23.18'23.30'23.35'23.43'23.50'23.56'23.65'23.73'23.80'22.36'22.44'22.53'22.61'22.69'22.77'22.82'22.85'22.94'22.96'22.99'23.01'23.07'2 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 '23.62'23.54'23.45'21.10'21.80'22.89'23.33'22.51'22.14'21.61'20.61'21.03'22.68'2 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%21.20'-1.25%-1.56%-0.66%-0.06%-1.25%2 3 . 0 7 'R20MATCHLINE, SEE SHEET C2.8SCALES 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 98021R90% DESIGNMBX KEYPLANMAY 202435022.008.02AS NOTEDGJRRENDMYGRADING PLAN 9 OF 9C2.947 OF 1460SCALE 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 16-34 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED29.029.530.030.528.828.929.129.229.329.429.629.729.829.930.130.230.330.430.60.30'0.27'0.29'0.31'0. 3 3 ' 0. 3 3 ' 0. 3 2 '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 '0.33'0.33'0.33'0.34'0.33'0.33'0.33'0.34'0.31'0.32'0. 3 1 ' 0. 3 1 ' 0. 3 3 ' 0. 3 1 ' 0. 3 2 ' 0. 3 1 ' 0. 3 2 '0.31'0.30'0.31'0.33'0.33'0.31'0.31'0.33'0.34'0. 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 4 ' 0. 3 4 ' 0. 3 3 ' 0. 3 5 '0.33'0.35'0.34'0.35'0.34'0.33'0.33'0.33'0.32'0. 3 3 ' STA=6+00.00 STA=7+00.00 STA=8+00.005' EQ. SPACES @ 10'14' EQ. SPACES @ 20'5' EQ. SPACES @ 10'20'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAY16'13'19' 8'HANGARBOEING APRON BATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED29.029.530.030.528.828.929.129.229.329.429.629.729.829.930.130.230.330.430.629.69'29.94'29.60'29.84'29.56'29.77'29.48'29.67'29.45'29.66'29.41'29.61'29.41'29.59'29.40'29.57'29.40'29.57'29.35'29.51'29.26'29.42'29.17'29.33'29.07'29.24'28.98'29.15'28.89'29.06'28.82'28.98'28.72'28.89'28.64'28.83'28.57'28.73'28.47'28.63'28.41'28.56'28.37'28.53'28.36'28.51'28.32'28.48'28.30'2 8 . 4 5 ' 2 8 . 2 6 ' 2 8 . 4 2 ' 2 8 . 5 2 '28.95'29.10'29.18'29.13'29.04'28.94'28.86'28.78'28.69'28.61'28.52'28.43'28.35'28.26'28.18'28.16'28.14'28.11'2 8 . 0 8 ' 2 8 . 0 6 ' STA=6+00.00 STA=7+00.00 STA=8+00.005' EQ. SPACES @ 10'14' EQ. SPACES @ 20'5' EQ. SPACES @ 10'20'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAY16'13'19' 8'HANGARBOEING APRON BSCALES 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 204020'NMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 1 OF 14WEST APRONC2.1048 OF 146MATCHLINE, SEE SHEET C2.11C2.101SCALE: 1" = 20'MILLING PLANC2.102SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.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. ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDAHEADLANEONE28.728.80.34'0.33'0.33'0.33'0.33'0.32'0.34'0.34'0.33'0.35'0.32'0.29'0.28'0.30'0.29'0. 3 0 ' 0. 3 0 ' 0. 2 9 ' 0. 2 9 ' 0. 2 9 ' 0. 2 9 ' 0. 2 9 '0.30'0.31'0.31'0.31'0.32'0.33'0.33'0.29'0.19'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.32'0.32'0.30'0.24'0.25'0.25'0.25'0.26'0.28'0.26' 0. 2 4 '0.31'0.34'0.35'0.35'0. 3 5 ' 0. 3 6 ' 0. 3 5 ' 0. 3 4 ' 0. 3 4 ' 0. 3 5 ' 0. 3 5 '0.34'0.33'0.33'0.33'0.33'0.33'0.31'0.34'0.33'0.33'0.33'0.33'0.30'0.33'0.33'0.33'0.33'0.33'0.33' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.34'0.35'0.33'0.34'0.34'0.34'0.34'0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' STA=10+00.00STA=9+00.00 STA=11+00.00 STA=12+00.00 STA=13+00.00 STA=14+00.004 EQ. SPACES @ 20'5 EQ. SPACES @ 20'8'8'13'19'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'20'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE A OVERLAYSEE GENERAL NOTE 128.528.128.228.328.428.628.728.027.627.727.827.928.127.52 7 . 1 2 7 . 227.32 7 . 4 2 7 . 0 2 6 . 9 0.34'0.33'0.31'0.28'0.32' 0. 2 1 ' 0. 2 3 ' 0. 2 5 ' 0. 3 0 'BOEING APRON BATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDAHEADLANEONE28.728.828.26'28.42'28.52'28.24'28.40'28.50'28.15'28.34'28.45'28.10'28.31'28.43'28.07'28.26'28.38'28.06'28.25'28.37'28.02'28.22'28.34'28.02'28.21'28.33'28.04'28.21'28.32'28.03'28.22'28.34'28.03'28.23'28.36'28.03'28.27'28.41'28.02'28.25'28.39'27.98'28.21'28.35'27.94'28.19'28.35'27.92'28.19'28.35'27.90'28.17'28.33'27.86'28.12'28.28'27.81'28.07'28.23'27.77'28.03'28.19'27.72'27.97'28.13'28.06'28.05'27.99'27.93'27.91'27.90'27.89'27.88'27.87'27.85'27.87'27.87'27.82'27.76'27.75'2 7 . 7 2 '27.69'27.67'27.63'27.57'27.51'27.66'27.90'28.04'27.59'27.81'27.95'27.52'27.74'27.87'2 7 . 4 7 '27.66'27.77'27.43'27.57'27.66'27.34'27.46'27.52'27.25'27.35'27.42'2 7 . 1 1 '27.21'27.28'26.73'26.88'26.99'2 6 . 2 1 ' 2 6 . 5 0 ' 2 6 . 6 6 '27.49'2 7 . 4 1 '27.32'27.25'27.20'27.15'27.07'26.94'26.65'2 6 . 1 2 ' STA=10+00.00STA=9+00.00 STA=11+00.00 STA=12+00.00 STA=13+00.00 STA=14+00.004 EQ. SPACES @ 20'5 EQ. SPACES @ 20'8'8'13'19'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'20'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS OF BIDSCHEDULE A OVERLAYSEE GENERAL NOTE 128.528.128.228.328.428.628.728.027.627.727.827.928.127.52 7 . 1 2 7 . 227.32 7 . 4 2 7 . 0 2 6 . 9 28.53'28.52'28.52'28.52'28.54'28.62'28.56'28.50'28.45'BOEING APRON BSCALES 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 2 OF 14WEST APRONC2.1149 OF 146MATCHLINE, SEE SHEET C2.12C2.111SCALE: 1" = 20'MILLING PLANC2.112SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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 SHEET C2.102.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. 0.19'0.24'0.31'0. 4 0 '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. 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. 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. 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. 3 2 ' 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. 2 8 ' 0. 2 5 ' 0. 1 9 ' 0. 2 4 ' 0. 2 9 ' 0. 3 3 ' STA=16+00.00STA=15+00.00 STA=17+00.00 STA=18+00.00 STA=19+00.00 STA=20+00.00 0.30'0.30'0.33'0.31'0.33'0.33'0.37'0.35'0.33'0.33'0.33'0.33'0. 4 3 ' 0. 3 7 ' 0. 3 5 ' 0. 3 3 ' 26.5 27.026.426.626.726.826.9 26.025.926.126.226.326.425.825.926.526.326.426.025.825.926.025.625.725.825.94 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'6 EQ. SPACES @ 10'10'20'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYSEE GENERAL NOTE 1 8'8'13'6' 8'8'13'19' 8'8'LIMITS OF BIDSCHEDULE A OVERLAY0.20'0.13'0.15'0.20'0.20'0.17'0. 1 6 ' 0. 1 7 ' 0. 1 6 ' 0. 1 2 ' 0. 2 8 ' 0. 3 6 ' 0. 1 5 ' 0. 1 8 ' 0. 2 1 ' 0. 2 4 ' 0. 2 9 ' 0. 1 5 'HANGARHANGARHANGAR26.21'26.50'26.66'25.88'26.25'26.40'25.75'26.13'26.29'25.79'26.13'26.32'25.90'26.22'26.39'25.94'26.25'26.39'25.99'26.27'26.40'26.11'26.33'26.42'26.12'26.37'26.48'26.00'26.30'26.40'25.77'26.13'26.26'26.12'25.66'25.46'25.56'25.93'26.13'25.34'25.76'26.00'25.19'25.61'25.86'25.10'25.50'25.78'25.13'25.50'25.75'25.24'25.57'25.31'25.64'25.32'25.70'25.37'25.76'25.41'25.84'25.45'25.88'25.49'25.92'25.53'25.97'25.59'26.00'25.64'26.00'26.00'25.99'26.05'25.98'26.06'25.96'26.09'25.96'26.03'25.97'25.98'25.97'25.93'25.96'2 5 . 9 4 '25.11'STA=16+00.00STA=15+00.00 STA=17+00.00 STA=18+00.00 STA=19+00.00 STA=20+00.00 25.06'25.00'25.11'25.28'25.45'25.65'25.86'26.01'25.97'25.85'25.79'25.76'25.16'25.21'25.26'25.30'26.5 27.026.426.626.726.826.9 26.025.926.126.226.326.425.825.926.526.326.426.025.825.926.025.625.725.825.94 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'6 EQ. SPACES @ 10'10'20'LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYSEE GENERAL NOTE 1 8'8'13'6' 8'8'13'19' 8'8'LIMITS OF BIDSCHEDULE A OVERLAY25.97'26.04'26.05'26.05'26.09'26.11'26.14'26.16'26.18'26.20'26.07'25.89'26.10'26.04'25.99'25.94'25.88'26.13'HANGARHANGARHANGARSCALES 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 3 OF 14WEST APRONC2.1250 OF 146MATCHLINE, SEE SHEET C2.13C2.121SCALE: 1" = 20'MILLING PLANC2.122SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.11LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. AHEADLANEONEAHEADLANEONE 0.23'0.19'0.18'0.18'0.21'0. 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 '0.40'0.39'0.32'0.31'0.30'0.30'0.33'0.32'0.33'0.29'0.33'0.33'0.33'0.33'0.32'0.33'0.36'0.37'0.32'0.31'0.29'0.27'0.23'0.19'0.17'0.13'0.15'0.17' 0. 1 9 '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'STA=21+00.00STA=22+00.00 STA=23+00.00 STA=24+00.00 STA=25+00.00 STA=26+00.00 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 6 '0.24'0.33'0.29'0. 1 7 '0.29'0.33'0.31'0. 1 8 ' 0. 2 6 ' 0. 2 8 '0.33'0.33'0.21'25.525.425.625.725.525.425.625.725.525.425.620'20'5 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'25.025.525.125.225.325.425.6LIMITS 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 HANGARHANGARHANGARATCT16'8'8'8'8'8' 8'8'AHEADLANEONEAHEADLANEONE25.96'25.94'25.91'25.89'25.87'25.87'25.88'25.89'25.90'25.89'25.89'25.89'25.58'25.71'25.84'25.63'25.74'25.84'25.73'25.78'25.83'25.80'25.83'25.77'25.83'25.79'25.73'25.83'25.79'25.74'25.85'25.80'25.75'25.86'25.81'25.75'25.88'25.81'25.75'25.54'25.62'25.72'25.81'25.85'25.86'25.89'25.92'25.95'25.14'25.15'25.13'25.09'25.05'25.48'25.61'25.72'25.83'25.87'25.91'25.94'25.98'26.02'25.87'25.80'25.73'25.83'25.77'25.71'25.77'25.74'25.69'25.71'25.78'25.68'25.67'25.78'25.68'25.62'25.78'25.68'25.52'25.74'25.65'25.40'25.61'25.64'25.26'25.55'25.64'25.11'25.49'25.65'25.08'25.47'25.64'25.19'25.45'25.64'25.25'25.50'25.63'25.34'25.48'25.61'25.40'25.48'25.59'25.37'25.46'25.56'25.32'25.42'25.53'2 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'STA=21+00.00STA=22+00.00 STA=23+00.00 STA=24+00.00 STA=25+00.00 STA=26+00.00 25.53'25.69'25.84'25.46'25.34'25.45'25.65'25.84'25.31'25.16'25.37'25.61'25.86'25.22'25.05'25.33'25.61'25.89'25.18'25.03'25.27'25.58'25.89'25.15'25.03'25.25'25.57'25.89'25.14'25.27'25.58'25.89'25.18'25.30'25.60'25.89'25.21'25.32'25.61'25.90'25.23'25.32'25.62'25.90'25.22'25.35'25.62'25.87'25.19'25.02'25.525.425.625.725.525.425.625.725.525.425.620'20'5 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'25.025.525.125.225.325.425.6LIMITS 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 25.89'HANGARHANGARHANGARATCT16'8'8'8'8'8' 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 4 OF 14WEST APRONC2.1351 OF 146MATCHLINE, SEE SHEET C2.14C2.131SCALE: 1" = 20'MILLING PLANC2.132SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.12LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. AHEADLANEONE0.36'0.23'0.26'0.40'0.35'0.28'0.27'0.24'0.27'0.28'0.29'0.36'0.33'0.28'0.29'0.29'0.31'0.34'0.32'0.32'0.33'0.33'0. 3 2 '0.35'0.35'0.34'0.35'0.42'0.33'0.33'0.38'0.29'0.17'0.17'0.17'0.19'0.17'0.13'0.14'0.15'0.15'0.23'0.28'0.31'0.32'0.33'0.33'0.34'0.33'0.33'0.35'0.35'0.34'0.35'0. 3 6 ' 0. 3 5 ' 0. 3 3 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.32'0.30'0.30'0.29'0.28'0.29'0.30'0.31'0.32'0.33'0.33'0.33'0.33'0.34'0.33'0.24'0.09'0.10'0.14'0.13'0.13'0.10'0.08'0.08'0.08'0.18'0.33'0.33'0.33'0.33'0.34'0.35'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 '0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.36'0.37'0.29'0.14'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.08'0.15'0.33'0.24'0.30'0.35'0.33'0.30'0.33'0. 3 5 ' 0. 2 8 '0.28'0.31'0.33'0.34'0.33'0.33'0.33'0.33'0.33'0.34'0.33'0.33'0.33'0.34'0.33'0.34'0.33'0.24'0.26'0.26'0.25'0.20'0.15'0.14'0.14'0.14'0.15'0.14'0.15'0.15'0.15'0.13'0.13'0.16'0.20'0.23'0.24'0.33' 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 ' STA=27+00.00STA=28+00.00 STA=29+00.00 STA=30+00.00 STA=31+00.00 STA=32+00.00 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 '25.024.624.724.824.925.124.524.424.624.724.824.925.0LIMITS 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 HANGARBOEING FUEL FARM16'8' 0. 3 3 ' 8'8'8' 13'11' 8'5'11'8' AHEADLANEONE25.32'25.42'25.53'25.15'25.35'25.50'25.17'25.33'25.49'25.29'25.39'25.48'25.41'25.51'25.50'25.53'25.63'25.50'25.52'25.62'25.50'25.52'25.62'25.49'25.51'25.61'25.48'25.52'25.63'25.48'25.54'25.64'25.49'25.57'25.66'25.50'25.61'25.68'25.52'25.63'25.69'25.53'25.48'25.51'25.54'25.33'25.32'25.51'25.33'25.33'25.49'25.38'25.35'25.47'25.43'25.37'25.44'25.42'25.39'25.43'25.41'25.41'25.32'25.41'25.36'25.35'25.25'25.26'25.17'25.15'25.24'25.34'25.43'25.42'25.41'25.40'25.40'25.44'25.49'25.53'25.57'25.48'25.42'25.41'25.43'25.46'25.47'25.47'25.46'25.44'25.31'25.26'25.22'25.17'25.26'25.34'25.31'25.30'25.30'25.28'25.35'25.42'25.47'25.51'25.51'25.50'25.49'25.49'25.51'25.52'25.52'25.52'25.34'25.20'25.32'25.15'25.28'25.12'25.26'25.12'25.30'25.16'25.29'25.18'25.27'25.18'25.25'25.14'25.22'25.10'25.19'25.09'25.17'25.15'25.09'25.13'25.18'25.09'25.11'25.16'25.08'25.09'25.11'25.10'25.05'25.06'25.14'25.00'25.01'25.11'24.93'24.95'25.07'24.89'24.91'25.04'24.86'24.87'25.00'24.84'24.84'24.97'24.82'24.82'24.95'24.79'24.80'24.94'2 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 ' STA=27+00.00STA=28+00.00 STA=29+00.00 STA=30+00.00 STA=31+00.00 STA=32+00.00 25.02'24.98'24.95'24.94'24.93'24.93'24.94'24.95'24.94'24.93'24.92'25.15'25.20'25.14'25.08'25.31'25.26'25.024.624.724.824.925.124.524.424.624.724.824.925.0LIMITS 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 HANGARBOEING FUEL FARM16'8'25.30'8'8'8' 13'11' 8'5'11'8'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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 5 OF 14WEST APRONC2.1452 OF 146MATCHLINE, SEE SHEET C2.15C2.141SCALE: 1" = 20'MILLING PLANC2.142SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.13LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH 15 MPH150.35'0.34'0.35'0.35'0.36'0.36'0.35'0.35'0.33'0.33'0.33'0.24'0.28'0.29'0.32'0.33'0. 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 ' STA=33+00.00STA=34+00.00 STA=35+00.00 STA=36+00.00 STA=37+00.00 STA=38+00.00 0.33'0.32'0.32'0.32'0.31'0.31'0.32'0. 2 6 '0.24'0.27'0.29'0.34'0.36'0.35'0.31'0.28'0.30'24.524.324.424.624.023.924.124.2LIMITS 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 OVERLAY4 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 APRON C13'11' 8'16'5'11'8'0.34'0.33'0.33'0.27'0.29'16'13'11'8'ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH 15 MPH1524.75'24.75'24.84'24.74'24.74'24.82'24.73'24.74'24.82'24.71'24.71'24.82'24.69'24.68'24.81'24.68'24.68'24.80'24.81'24.80'24.78'24.76'24.75'24.73'24.86'24.84'24.82'24.80'24.78'24.77'24.70'24.68'24.78'24.73'24.72'24.77'24.81'24.82'24.76'24.88'24.83'24.75'24.88'24.74'24.90'24.74'24.89'24.75'24.86'24.75'24.84'24.75'24.85'24.75'24.94'24.78'24.97'24.80'24.96'24.81'24.91'24.77'24.88'24.75'24.87'24.73'24.85'24.72'24.84'24.72'24.82'24.71'24.80'24.67'24.73'24.61'24.65'24.53'24.57'24.45'24.63'2 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'STA=33+00.00STA=34+00.00 STA=35+00.00 STA=36+00.00 STA=37+00.00 STA=38+00.00 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 '24.524.324.424.624.023.924.124.2LIMITS 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 OVERLAY4 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 APRON C13'11' 8'16'5'11'8'24.87'24.77'25.09'25.03'24.83'16'13'11'8'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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 6 OF 14WEST APRONC2.1553 OF 146MATCHLINE, SEE SHEET C2.16C2.151SCALE: 1" = 20'MILLING PLANC2.152SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.14LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. ATCT CLEARANCE REQUIREDMPH15MPH150.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.33'0.35'0.34'0.34'0.34'0.33'0.34'0.35'0.34'0. 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 ' STA=39+00.00STA=40+00.00 STA=41+00.00 STA=42+00.00 STA=43+00.00 STA=44+00.00 0.28'0.30'24.023.823.924.023.823.924.023.924.124.2LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS 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 APRON CGA TIEDOWN APRON16'13'11'8'ATCT CLEARANCE REQUIREDMPH15MPH1524.38'24.40'24.31'24.33'24.43'24.33'24.33'24.46'24.35'24.33'24.45'24.35'24.30'24.41'24.30'24.25'24.34'24.23'24.23'24.31'24.20'24.26'24.35'24.24'24.31'24.40'24.30'24.36'24.45'24.34'24.38'24.48'24.39'24.38'24.50'24.41'24.34'24.48'24.39'24.33'24.44'24.35'24.13'24.10'24.08'24.10'24.09'24.06'24.07'24.09'24.14'24.17'24.18'24.16'24.13'2 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 ' STA=39+00.00STA=40+00.00 STA=41+00.00 STA=42+00.00 STA=43+00.00 STA=44+00.00 24.26'24.21'24.023.823.924.023.823.924.023.924.124.2LIMITS OF TYPE 1 REHAB & TRANSITIONSECTION. SEE PLAN & PROFILE FOR LIMITSLIMITS OF BIDSCHEDULE B OVERLAYLIMITS OF BIDSCHEDULE C OVERLAYLIMITS 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 APRON CGA TIEDOWN APRON16'13'11'8'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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 7 OF 14WEST APRONC2.1654 OF 146MATCHLINE, SEE SHEET C2.17C2.161SCALE: 1" = 20'MILLING PLANC2.162SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.15LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. MPH15MPH 15 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 ' STA=45+00.00STA=46+00.00 STA=47+00.00 STA=48+00.00 STA=49+00.00 STA=50+00.00 0. 3 3 '22.523.023.522.422.622.722.822.923.123.223.323.423.623.723.823.9 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 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'GA TIEDOWN APRONHANGAR13'19'8'8' 8'8'13'6'0.33'0.33'0. 3 3 ' 0. 2 4 '0.27'MPH15MPH 1524.66'24.56'24.46'24.64'24.54'24.44'24.62'24.51'24.41'24.44'24.40'24.34'24.24'24.26'24.22'23.73'23.92'23.93'24.54'24.51'24.52'24.51'24.25'24.41'24.39'24.41'24.45'24.20'23.49'23.35'23.64'23.74'23.13'23.45'23.59'22.95'23.29'23.43'22.85'23.16'23.30'22.76'23.06'23.20'22.65'22.93'23.06'22.51'22.79'22.92'22.35'22.64'22.78'2 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'STA=45+00.00STA=46+00.00 STA=47+00.00 STA=48+00.00 STA=49+00.00 STA=50+00.00 22.27'22.523.023.522.422.622.722.822.923.123.223.323.423.623.723.823.9 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 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'GA TIEDOWN APRONHANGAR13'19'8'8' 8'8'13'6'22.58'22.62'22.78'22.91'22.81'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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 8 OF 14WEST APRONC2.1755 OF 146MATCHLINE, SEE SHEET C2.18C2.171SCALE: 1" = 20'MILLING PLANC2.172SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.16LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. 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 HANGARSEAPLANE APRON8'8'13'22.87'23.03'23.13'22.88'23.08'23.19'22.91'23.15'23.25'22.95'23.22'23.30'23.01'23.28'23.38'23.06'23.32'23.43'23.10'23.40'23.48'23.20'23.50'23.56'23.28'23.56'23.62'23.33'23.62'23.69'23.38'23.68'23.75'23.41'23.73'23.80'23.44'23.76'23.86'23.39'23.78'23.90'23.25'22.81'2 2 . 7 2 '22.80'22.80'22.68'22.60'22.54'22.42'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 HANGARSEAPLANE APRON8'8'13'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\19_C2.10 OVERLAY SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRDMYDMYMILL AND OVERLAY PLAN 9 OF 14WEST APRONC2.1856 OF 146C2.181SCALE: 1" = 20'MILLING PLANC2.182SCALE: 1" = 20'OVERLAY PLANMATCHLINE, SEE SHEET C2.17LEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED29.028.728.828.929.129.27+008+009+0028.70.10"0.08"0.11"0.08"0.08"0.12"0.14"0.18"0.31"0.20"0.26"0.12"0.22"0.28"0.27"0.23"0.18"0.22"0.08"0.08"0.17"0.08"0.08"0.10"0.13"0.12"0.10"0.08"0.08"0.08"0.08"0.08"0.08"0.08"0.08"0.08"0.08"0.08"15'19'TW A1-A-A7STA=6+96.06OFF=33.00'RTW A1-A-A7STA=9+25.07OFF=33.00'R0.10"7 EQ. SPACES @ 25'STA=8+00.00STA=8+50.00 STA=9+00.00 STA=7+50.00GRADE BREAK LINESEE GENERAL NOTE 1 SEEGENERALNOTE 3TAXIWAY ARUNWAY 16-340.08"0.10"ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED29.028.728.828.929.129.27+008+009+0028.729.44'29.39'29.33'29.25'29.21'29.14'28.92'28.70'28.51'28.36'29.20'29.01'28.81'29.13'28.96'28.91'29.07'29.01'28.82'28.98'28.79'29.05'28.95'28.75'28.84'28.63'28.56'28.36'28.42'28.20'28.25'28.48'28.30'28.70'28.93'29.15'28.88'28.62'28.74'28.78'15'19'TW A1-A-A7STA=6+96.06OFF=33.00'RTW A1-A-A7STA=9+25.07OFF=33.00'R7 EQ. SPACES @ 25'STA=8+00.00 STA=8+50.00 STA=9+00.00 STA=7+50.00 GRADE BREAK LINESEE GENERAL NOTE 1 SEE GENERAL NOTE 3TAXIWAY ARUNWAY 16-34SCALES 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 10 OF 14SOUTH BYPASS APRONC2.1957 OF 146C2.191SCALE: 1" = 20'MILLING PLANC2.192SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED FINISHEDGRADE ELEVATIONSPOT ELEVATION LAYOUTGRID LINE#.##"##.##'GENERAL NOTES1.REFER TO GRADING PLANS FOR GRADE CONTROL INAREAS OUTSIDE MILL AND OVERLAY LIMITS.0SCALE 1" = 204020'4. 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.2.WHERE MILL AND OVERLAY ABUTS EXISTINGPAVEMENT TO REMAIN, MILL DEPTH SHALL BE2-INCHES AND FINISHED GRADE SHALL MATCHEXISTING.3.REFER TO SHEETS C2.10 TO C2.18 FOR MILL ANDGRADE CONTROL OF WEST APRON AREAS.PROPOSED GRADE BREAK NOTALIGNED WITH GRID LAYOUT 3+004+00 0.13"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' 16'16'16'8'8'16'10'10'10'10'10'TW A1-A-A7STA=24+42.80OFF=33.00'R10'10'SEEGENERALNOTE 1TAXIWAY A5TW A5STA=3+42.53OFF=20.00'RGRADE BREAK LINETAXIWAY A4 + 0 0 5+00 0.08"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"16'16'16'40'20'20'10'10'10'10'10'10'10'10'SEE GENERAL NOTE 2GRADE BREAK LINETAXIWAY A5RUNWAY 16-344 + 0 0 5 + 0 0 24.11'24.21'24.02'23.97'24.12'24.10'24.01'23.99'24.14'24.10'24.07'24.08'23.98'24.11'24.22'24.22'24.24'24.27'24.22'24.23'24.36'24.39'24.39'24.32'24.24'24.21'24.30'24.42'24.52'24.52'24.47'24.44'24.43'24.43'24.59'24.63'24.68'24.66'24.65'24.65'24.65'24.65'24.12'24.22'24.46'24.54'24.44'24.66'24.66'24.66'24.76'23.98'24.17'23.96'16' 16' 16'40'20'20'10'10'10'10'10'10'10'10'SEE GENERAL NOTE 2GRADE BREAK LINETAXIWAY A5RUNWAY 16-343 + 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'TW A1-A-A7STA=25+81.82OFF=33.00'R16' 16' 16' 16' 16' 8' 8' 16'10'10'10'10'10'TW A1-A-A7STA=24+42.80OFF=33.00'R10'10'SEE GENERAL NOTE 1 TAXIWAY A5TW A5STA=3+42.53OFF=20.00'RGRADE BREAK LINETAXIWAY ASCALES 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 11 OF 14TAXIWAY A5C2.2058 OF 146C2.201SCALE: 1" = 20'MILLING PLANC2.202SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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 SHEET 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 SHEET BELOW 28+0029+0030+0025.024.624.724.824.925.124.92+003+004+00 0.17"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"20'10'10'20'14'16'16'16'9'10'10'10'10'10'10'10'10'13'SEE GENERAL NOTE 2TAXIWAY A430'10'SEE GENERAL NOTE 1 TW A1-A-A7STA=29+40.83OFF=33.00'RTW A1-A-A7STA=28+39.49OFF=33.00'R16'16'16'16'16'16'16'TAXIWAY ARUNWAY 16-3410'28+0029+0030+0025.024.624.724.824.925.124.92+003+004+00 24.36'24.19'24.16'24.22'24.24'24.27'24.18'24.13'24.01'23.96'23.82'24.02'24.14'24.08'23.98'23.84'23.95'24.03'23.92'23.79'23.62'23.79'23.95'23.86'23.76'23.69'23.80'23.91'23.73'23.54'23.59'23.74'23.88'23.79'23.68'23.59'23.76'23.89'23.76'23.62'23.65'23.80'23.93'23.78'23.62'23.68'23.86'23.99'23.86'23.69'23.84'23.91'24.00'24.09'24.02'23.95'23.93'24.30'24.28'24.26'24.23'24.21'24.19'24.16'24.14'24.13'24.13'24.32'20'10'10'20'14' 16' 16' 16'9'10'10'10'10'10'10'10'10'13'SEE GENERAL NOTE 2TAXIWAY A430'10'SEE GENERAL NOTE 1 TW A1-A-A7STA=29+40.83OFF=33.00'RTW A1-A-A7STA=28+39.49OFF=33.00'R16'16'16'16'16'16' 16'TAXIWAY ARUNWAY 16-3410'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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 12 OF 14TAXIWAY A4C2.2159 OF 146C2.211SCALE: 1" = 20'MILLING PLANC2.212SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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. 3+004+000.16"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"0.15"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' 8'8'10'10'12'16'16'TAXIWAY A3SEEGENERALNOTE 1TW A1-A-A7STA=36+00.67OFF=33.00'RTW A1-A-A7STA=37+42.97OFF=33.00'R15'10'10'10'10'10'10'10'TAXIWAY A4+005+000.15"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"10'10'10'10'10'10'10'10'10' 2 0 ' 2 0 ' 16' 16' 16'16'16'SEE GENERAL NOTE 2TAXIWAY A3RUNWAY 16-343+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 '23.29'23.26'16' 16' 8' 8' 10' 10' 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'R1 5 '10'10'10'10'10'10'10'TAXIWAY A4+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 '23.87'23.87'23.90'23.91'23.93'1 0 ' 1 0 '10'10'1 0 '10'10'10'1 0 ' 2 0 ' 2 0 ' 16' 16' 16' 16' 16'SEE GENERAL NOTE 2TAXIWAY A3RUNWAY 16-34SCALES 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 13 OF 14TAXIWAY A3C2.2260 OF 146C2.221SCALE: 1" = 20'MILLING PLANC2.222SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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 SHEET BELOWMATCHLINE, SEE SHEET 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. 3+000.17"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 1 TW 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'R15'15'13.5'13.5'13.5'13.5'10.0'10.0'10.0'15.0'15.0'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'TAXIWAY ATAXIWAY A24+00 0.17"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 A210.0'15.0'15.0'15.0'15.0'15.0' 14.9'RUNWAY 16-343+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'SEE GENERAL NOTE 1 TW 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'R15'15'13.5'13.5'13.5'13.5'10.0'10.0'10.0'15.0'15.0'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'22.85'TAXIWAY ATAXIWAY A24+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'SEE GENERAL NOTE 2TAXIWAY A210.0'15.0'15.0'15.0'15.0'15.0' 14.9'RUNWAY 16-34SCALES 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 98021R90% DESIGNMBX KEYPLANNMAY 202435022.008.02AS NOTEDGJRTJSDMYMILL AND OVERLAY PLAN 14 OF 14TAXIWAY A2C2.2361 OF 146C2.231SCALE: 1" = 20'MILLING PLANC2.232SCALE: 1" = 20'OVERLAY PLANLEGENDPROPOSED CONTOUREXISTING CONTOURTYPE 1 & 2 REHAB ANDTRANSITION PAVINGPROPOSED OVERLAY PAVINGPROPOSED MILLING DEPTHLEGEND CONT.PROPOSED 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 SHEET LEFTMATCHLINE, SEE SHEET RIGHTMATCHLINE, SEE SHEET LEFTMATCHLINE, SEE SHEET 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. TW A1-A-A7 SECTION @ 2+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 3+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 3+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 4+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 4+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 5+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 5+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 6+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 6+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'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: 31.38FG:EG: 31.35FG:EG: 31.33FG: 30.86EG: 30.91FG: 29.91EG: 31.84FG: 30.28EG: 31.73FG: 30.64EG: 31.61FG: 30.56EG: 31.42FG: 30.35EG: 31.21FG: 30.15EG: 30.57FG: 30.15EG: 30.10FG:EG: 29.90FG:EG: 29.61FG: EG: 31.12 FG: EG: 31.24 FG: EG: 30.88 FG: 30.34 EG: 31.30 FG: 30.34 EG: 31.32 FG: 30.69 EG: 31.29 FG: 30.75 EG: 31.18 FG: 30.44 EG: 31.13 FG: 30.13 EG: 31.08 FG: 29.82 EG: 30.27 FG: 29.64 EG: 29.88 FG: EG: 29.74 FG: EG: 29.55 FG: EG: 30.47 FG: EG: 30.56 FG: 30.56 EG: 30.68 FG: 30.74 EG: 30.78 FG: 30.91 EG: 30.88 FG: 31.07 EG: 30.79 FG: 30.75 EG: 30.66 FG: 30.44 EG: 30.72 FG: 30.13 EG: 30.75 FG: 29.82 EG: 30.12 FG: 29.47 EG: 29.72 FG: 29.62 EG: 29.60 FG: EG: 29.54 FG: EG: 29.03FG:EG: 29.23FG:EG: 29.70FG: 29.70EG: 29.95FG: 29.94EG: 30.25FG: 30.29EG: 30.38FG: 30.63EG: 30.41FG: 30.43EG: 30.35FG: 30.12EG: 30.37FG: 29.81EG: 29.83FG: 29.45EG: 29.80FG: 29.14EG: 29.46FG:EG: 29.53FG: EG: FG: EG: FG: EG: FG: EG: 29.37 FG: 29.36 EG: 29.74 FG: 29.72 EG: 29.97 FG: 30.11 EG: 30.13 FG: 30.33 EG: 30.27 FG: 30.01 EG: 30.06 FG: 29.70 EG: 29.38 FG: 29.35 EG: 29.39 FG: 29.01 EG: 29.31 FG: EG: 29.44 FG: EG: FG: EG: FG: EG: FG: EG: 29.18 FG: 29.20 EG: 29.47 FG: 29.50 EG: 29.79 FG: 29.80 EG: 29.97 FG: 30.11 EG: 30.07 FG: 29.79 EG: 29.88 FG: 29.48 EG: 29.35 FG: 29.16 EG: 29.04 FG: EG: 29.19 FG: EG: 29.36 FG: EG:FG:EG:FG:EG:FG:EG: 28.96FG: 28.97EG: 29.25FG: 29.27EG: 29.57FG: 29.58EG: 29.74FG: 29.86EG: 29.85FG: 29.79EG: 29.67FG: 29.48EG: 28.87FG:EG: 28.72FG:EG: 28.78FG:EG: 28.95FG: EG: FG: EG: FG: EG: FG: EG: 28.73 FG: 28.75 EG: 29.05 FG: 29.05 EG: 29.35 FG: 29.35 EG: 29.54 FG: 29.62 EG: 29.66 FG: 29.78 EG: 29.50 FG: 29.46 EG: 28.76 FG: EG: 28.38 FG: EG: 28.48 FG: EG: 28.70 FG: EG: FG: EG: FG: EG: FG: EG: 28.52 FG: 28.54 EG: 28.85 FG: 28.84 EG: 29.13 FG: 29.14 EG: 29.35 FG: 29.42 EG: 29.44 FG: 29.58 EG: 29.37 FG: 29.27 EG: 28.48 FG: EG: 28.10 FG: EG: 28.29 FG: EG: 28.43 FG: CL EL = 30.56'EL = 30.72'OFF = 19.22'LEL = 30.10'OFF = 55.58'REL = 30.19'OFF = 55.69'L-0.84%-1.45%CL EL = 30.44' EL = 30.89' OFF = 35.72'L EL = 29.77' OFF = 53.89'R EL = 30.33' OFF = 75.36'L -1.25%-1.40%CL EL = 30.44' EL = 31.07' OFF = 50.62'L EL = 29.72' OFF = 57.42'R EL = 30.56' OFF = 125.31'L -1.25%-0.69%CL EL = 30.43'EL = 30.69'OFF = 20.69'LEL = 29.72'OFF = 56.95'REL = 29.96'OFF = 73.74'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.39%SCH BSCH C CL EL = 30.33' EL = 30.42' OFF = 7.28'L EL = 29.69' OFF = 51.21'R EL = 29.82' OFF = 42.37'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.71%SCH BSCH C CL EL = 30.11' EL = 29.45' OFF = 52.50'R EL = 29.70' OFF = 33.01'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.23%SCH BSCH CCL EL = 29.86'EL = 29.98'OFF = 9.84'REL = 29.44'OFF = 52.50'REL = 29.48'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.15%SCH BSCH CCL EL = 29.62' EL = 29.84' OFF = 20.00'R EL = 29.43' OFF = 52.50'R EL = 29.26' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.09%SCH BSCH CCL EL = 29.42' EL = 29.64' OFF = 20.00'R EL = 29.24' OFF = 52.50'R EL = 29.05' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%-1.13%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 98021R90% DESIGNMAY 202435022.008.02H=1:40 | V=1:3.2GJRDMYDMYTAXIWAY A & A1 GRADING SECTIONSC2.2462 OF 1461.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 COURSE TW A1-A-A7 SECTION @ 7+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 7+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 8+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 8+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 9+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 9+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 10+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 10+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 11+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'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: 28.30FG: 28.33EG: 28.62FG: 28.62EG: 28.93FG: 28.95EG: 29.11FG: 29.31EG: 29.26FG: 29.54EG: 29.16FG: 29.22EG: 28.78FG: 28.91EG: 28.14FG:EG: 27.89FG:EG: 28.13FG: EG: FG: EG: FG: EG: FG: EG: 28.20 FG: 28.22 EG: 28.51 FG: 28.51 EG: 28.83 FG: 28.83 EG: 28.98 FG: 29.20 EG: 29.14 FG: 29.43 EG: 29.06 FG: 29.10 EG: 28.69 FG: 28.82 EG: 28.00 FG: EG: 27.73 FG: EG: 27.88 FG: EG: FG: EG: FG: EG: FG: EG: 28.15 FG: 28.15 EG: 28.44 FG: 28.44 EG: 28.76 FG: 28.75 EG: 28.89 FG: 29.09 EG: 28.98 FG: 29.30 EG: 29.03 FG: 29.01 EG: 28.84 FG: 28.84 EG: 28.09 FG: EG: 27.77 FG: EG: 27.85 FG: EG:FG:EG:FG:EG:FG:EG: 28.09FG: 28.09EG: 28.34FG: 28.36EG: 28.64FG: 28.67EG: 28.74FG: 28.98EG: 28.77FG: 29.00EG: 28.87FG: 28.77EG: 28.89FG: 28.89EG: 28.54FG:EG: 28.49FG:EG: 28.42FG: EG: FG: EG: FG: EG: FG: EG: 27.95 FG: 27.96 EG: 28.16 FG: 28.25 EG: 28.53 FG: 28.63 EG: 28.46 FG: 28.84 EG: 28.37 FG: 28.59 EG: 28.41 FG: 28.38 EG: 28.44 FG: 28.45 EG: 28.13 FG: EG: 28.13 FG: EG: 28.19 FG: EG: FG: EG: FG: EG: FG: EG: 27.93 FG: 27.93 EG: 28.11 FG: 28.20 EG: 28.46 FG: 28.61 EG: 28.25 FG: 28.53 EG: 27.98 FG: 28.23 EG: 27.04 FG: EG: 26.94 FG: EG: 27.10 FG: EG: 27.43 FG: EG: 27.55 FG: EG:FG:EG:FG:EG:FG:EG: 27.91FG: 27.91EG: 28.14FG: 28.21EG: 28.47FG: 28.60EG: 28.21FG: 28.22EG: 27.85FG: 27.85EG: 26.92FG:EG: 26.47FG:EG: 26.37FG:EG: 26.52FG:EG: 26.75FG: EG: FG: EG: FG: EG: FG: EG: 27.85 FG: 27.92 EG: 28.26 FG: 28.26 EG: 28.37 FG: 28.41 EG: 28.15 FG: 28.02 EG: 27.74 FG: 27.70 EG: 26.72 FG: EG: 26.02 FG: EG: 26.09 FG: EG: 26.21 FG: EG: 26.38 FG: EG: FG: EG: FG: EG: FG: EG: 27.76 FG: 27.81 EG: 28.19 FG: 28.17 EG: 28.37 FG: 28.30 EG: 28.09 FG: 27.93 EG: 27.70 FG: 27.62 EG: 26.66 FG: EG: 25.80 FG: EG: 26.08 FG: EG: 26.08 FG: EG: 26.10 FG: CL EL = 29.31'EL = 29.60'OFF = 20.00'REL = 29.44'OFF = 33.00'REL = 28.83'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 29.19'OFF = 52.00'REL = 28.81'OFF = 83.01'R-1.25%-1.45%-1.29%-1.23%SCH BSCH CCL EL = 29.20' EL = 29.49' OFF = 20.00'R EL = 29.33' OFF = 33.00'R EL = 28.71' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 29.07' OFF = 52.00'R EL = 28.74' OFF = 82.66'R-1.25%-1.48%-1.35%-1.10%SCH BSCH CCL EL = 29.09' EL = 29.35' OFF = 20.00'R EL = 29.21' OFF = 33.00'R EL = 28.65' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 28.98' OFF = 52.00'R EL = 28.78' OFF = 67.24'R EL = 28.88' OFF = 82.35'R-1.12%-1.34%-1.20%-1.29%0.66%SCH BSCH CCL EL = 28.98'EL = 29.13'OFF = 12.28'REL = 28.92'OFF = 33.00'REL = 28.57'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 28.75'OFF = 52.00'REL = 28.93'OFF = 81.60'R-1.00%-1.24%-0.89%0.59%SCH BSCH CCL EL = 28.84' EL = 28.86' OFF = 1.67'L EL = 28.51' OFF = 33.00'R EL = 28.55' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 28.36' OFF = 52.00'R EL = 28.48' OFF = 81.53'R-1.00%-0.99%-0.80%0.40%SCH ASCH BSCH CCL EL = 28.53' EL = 28.72' OFF = 15.14'L EL = 28.23' OFF = 25.00'R EL = 28.52' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.22%-1.09%SCH ASCH BSCH CCL EL = 28.22'EL = 28.65'OFF = 28.62'LEL = 27.85'OFF = 25.00'REL = 28.54'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.50%-2.52%SCH ASCH BSCH CCL EL = 28.02' EL = 27.70' OFF = 25.00'R EL = 28.53' OFF = 33.00'L -1.25%1.57%SCH ASCH BSCH CCL EL = 27.93' EL = 27.62' OFF = 25.00'R EL = 28.42' 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2563 OF 1461.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 COURSE TW A1-A-A7 SECTION @ 11+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 12+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 12+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 13+0024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 13+5024'25'26'27'28'29'30'31'32'33'24'25'26'27'28'29'30'31'32'33'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 14+0022'23'24'25'26'27'28'29'30'31'22'23'24'25'26'27'28'29'30'31'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 14+5022'23'24'25'26'27'28'29'30'31'22'23'24'25'26'27'28'29'30'31'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 15+0022'23'24'25'26'27'28'29'30'31'22'23'24'25'26'27'28'29'30'31'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 15+5022'23'24'25'26'27'28'29'30'31'22'23'24'25'26'27'28'29'30'31'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: 27.69FG: 27.74EG: 28.15FG: 28.12EG: 28.30FG: 28.24EG: 28.03FG: 27.85EG: 27.54FG: 27.54EG: 26.62FG:EG: 26.12FG:EG: 25.97FG:EG: 25.90FG:EG: 25.94FG: EG: FG: EG: FG: EG: FG: EG: 27.58 FG: 27.64 EG: 28.01 FG: 28.01 EG: 28.23 FG: 28.14 EG: 27.97 FG: 27.77 EG: 27.52 FG: 27.45 EG: 26.57 FG: EG: 25.52 FG: EG: 25.42 FG: EG: 25.57 FG: EG: 25.73 FG: EG: FG: EG: FG: EG: FG: EG: 27.45 FG: 27.51 EG: 27.85 FG: 27.84 EG: 27.98 FG: 27.95 EG: 27.77 FG: 27.65 EG: 27.37 FG: 27.34 EG: 26.47 FG: EG: 25.00 FG: EG: 25.12 FG: EG: 25.27 FG: EG: 25.52 FG: EG:FG:EG:FG:EG:FG:EG: 27.30FG: 27.32EG: 27.64FG: 27.64EG: 27.78FG: 27.75EG: 27.58FG: 27.50EG: 27.17FG: 27.24EG: 26.35FG:EG: 25.44FG:EG: 24.98FG:EG: 25.20FG:EG: 25.30FG: EG: FG: EG: FG: EG: FG: EG: 27.17 FG: 27.17 EG: 27.38 FG: 27.39 EG: 27.58 FG: 27.58 EG: 27.33 FG: 27.30 EG: 26.97 FG: 27.02 EG: 26.08 FG: EG: 24.85 FG: EG: 24.58 FG: EG: 24.88 FG: EG: 25.05 FG: EG: FG: EG: FG: EG: FG: EG: 26.59 FG: 26.67 EG: 26.88 FG: 26.87 EG: 27.18 FG: 27.23 EG: 26.92 FG: 26.95 EG: 26.57 FG: 26.66 EG: 25.48 FG: EG: 24.26 FG: EG: 24.54 FG: EG: 24.71 FG: EG: 24.86 FG: EG:FG:EG: 25.56FG:EG: 25.46FG:EG: 25.49FG: 25.63EG: 26.14FG: 26.16EG: 26.66FG: 26.78EG: 26.54FG: 26.55EG: 26.21FG: 26.33EG: 25.35FG:EG: 24.66FG:EG: 24.41FG:EG: 24.56FG:EG: 24.63FG: EG: FG: EG: FG: EG: 25.51 FG: EG: 25.70 FG: EG: 26.20 FG: 26.20 EG: 26.58 FG: 26.59 EG: 26.35 FG: 26.32 EG: 26.00 FG: 26.06 EG: 25.09 FG: EG: 24.78 FG: EG: 24.55 FG: EG: 24.75 FG: EG: 24.84 FG: EG: FG: EG: FG: EG: FG: EG: 25.91 FG: EG: 26.27 FG: 26.28 EG: 26.53 FG: 26.60 EG: 26.24 FG: 26.26 EG: 25.90 FG: 25.93 EG: 24.86 FG: EG: 24.40 FG: EG: 24.50 FG: EG: 24.57 FG: EG: 24.77 FG: CL EL = 27.85'EL = 27.54'OFF = 25.00'REL = 28.36'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.55%SCH BSCH CCL EL = 27.77' EL = 27.45' OFF = 25.00'R EL = 28.27' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.51%SCH BSCH CCL EL = 27.65' EL = 27.34' OFF = 25.00'R EL = 28.04' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL EL = 27.50'EL = 27.24'OFF = 25.00'REL = 27.84'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.05%1.03%SCH BSCH CCL EL = 27.30' EL = 27.58' OFF = 25.00'L EL = 27.02' OFF = 25.00'R EL = 27.51' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.11%-0.84%SCH BSCH CCL EL = 26.95' EL = 27.23' OFF = 25.00'L EL = 26.66' OFF = 25.00'R EL = 27.10' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.12%-1.61%SCH BSCH CCL EL = 26.55'EL = 26.78'OFF = 25.00'LEL = 26.33'OFF = 25.00'REL = 26.48'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-0.90%-3.64%SCH BSCH CCL EL = 26.32' EL = 26.59' OFF = 25.00'L EL = 26.06' OFF = 25.00'R EL = 26.50' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.05%-1.07%SCH BSCH C CL EL = 26.26' EL = 26.60' OFF = 25.00'L EL = 25.93' OFF = 25.00'R EL = 26.48' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.35%-1.44%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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2664 OF 1461.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 COURSE TW A1-A-A7 SECTION @ 16+0022'23'24'25'26'27'28'29'30'31'22'23'24'25'26'27'28'29'30'31'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 16+5021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 17+0021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 17+5021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 18+0021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 18+5021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 19+0021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 19+5021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'OFFSETELEVATIONSTW A1-A-A7 SECTION @ 20+0021'22'23'24'25'26'27'28'29'30'21'22'23'24'25'26'27'28'29'30'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: 25.65FG:EG: 25.87FG:EG: 26.28FG: 26.27EG: 26.41FG: 26.55EG: 26.09FG: 26.21EG: 25.74FG: 25.87EG: 24.70FG:EG: 24.26FG:EG: 24.29FG:EG: 24.38FG:EG: 24.85FG: EG: FG: EG: FG: EG: FG: EG: 25.60 FG: EG: 25.81 FG: 25.82 EG: 26.16 FG: 26.25 EG: 25.91 FG: 25.95 EG: 25.58 FG: 25.66 EG: 24.35 FG: EG: 24.16 FG: EG: 24.77 FG: EG: 25.14 FG: 24.75 EG: 25.51 FG: 25.06 EG: FG: EG: FG: EG: 24.86 FG: EG: 24.84 FG: EG: 25.47 FG: 25.48 EG: 25.91 FG: 25.99 EG: 25.72 FG: 25.74 EG: 25.49 FG: 25.49 EG: 25.40 FG: 25.08 EG: 25.60 FG: 24.89 EG: 25.78 FG: 25.02 EG: 25.67 FG: 24.97 EG: 25.55 FG: 25.01 EG:FG:EG:FG:EG:FG:EG: 25.24FG: 25.22EG: 25.58FG: 25.58EG: 25.81FG: 25.96EG: 25.64FG: 25.71EG: 25.53FG: 25.46EG: 25.54FG: 25.08EG: 25.38FG: 24.79EG: 24.90FG: 24.53EG: 24.71FG: 24.40EG: 24.47FG: 24.45 EG: 25.15 FG: EG: 25.27 FG: EG: 25.34 FG: EG: 25.34 FG: EG: 25.73 FG: 25.73 EG: 25.87 FG: 25.97 EG: 25.63 FG: 25.72 EG: 25.57 FG: 25.44 EG: 24.93 FG: EG: 24.46 FG: 24.41 EG: 24.41 FG: 24.14 EG: 24.67 FG: 24.27 EG: 24.56 FG: EG: 24.78 FG: EG: 24.90 FG: EG: 25.06 FG: EG: 25.24 FG: EG: 25.88 FG: 25.87 EG: 25.89 FG: 26.03 EG: 25.70 FG: 25.73 EG: 25.52 FG: 25.42 EG: 24.36 FG: EG: 23.92 FG: EG: 24.09 FG: EG: 24.23 FG: EG: 24.53 FG: EG:FG:EG:FG:EG: 25.04FG:EG: 25.32FG:EG: 25.98FG: 25.96EG: 25.92FG: 26.07EG: 25.67FG: 25.74EG: 25.38FG: 25.43EG: 24.08FG:EG: 23.69FG:EG: 23.93FG:EG: 24.17FG:EG: 24.42FG: EG: FG: EG: FG: EG: 24.87 FG: EG: 25.37 FG: EG: 25.98 FG: 25.97 EG: 25.84 FG: 25.98 EG: 25.62 FG: 25.63 EG: 25.26 FG: 25.32 EG: 24.49 FG: EG: 24.02 FG: EG: 24.09 FG: EG: 24.11 FG: EG: 24.32 FG: EG: FG: EG: 24.54 FG: EG: 24.82 FG: EG: 25.30 FG: EG: 25.97 FG: 25.95 EG: 25.73 FG: 25.73 EG: 25.56 FG: 25.45 EG: 25.23 FG: 25.14 EG: 24.55 FG: EG: 24.14 FG: EG: 24.07 FG: EG: 24.14 FG: EG: 24.18 FG:REFER TO TAXIWAY A6SECTIONS & GRADING PLANSREFER TO TAXIWAY A6SECTIONS & GRADING PLANSCL EL = 26.21'EL = 26.55'OFF = 25.00'LEL = 25.87'OFF = 25.00'REL = 26.43'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.35%-1.48%SCH BSCH C CL EL = 25.95' EL = 26.25' OFF = 25.00'L EL = 25.66' OFF = 25.00'R EL = 26.14' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.17%-1.36%SCH BSCH C CL EL = 25.74' EL = 25.99' OFF = 25.00'L EL = 25.49' OFF = 25.00'R EL = 25.89' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%-1.25%SCH BSCH C CL EL = 25.71'EL = 25.46'OFF = 25.00'REL = 26.04'OFF = 33.00'L-1.00%1.00%SCH ASCH BSCH C CL EL = 25.72' EL = 25.44' OFF = 25.00'R EL = 26.09' OFF = 33.00'L -1.12%1.13%SCH ASCH B SCH C CL EL = 25.73' EL = 25.42' OFF = 25.00'R EL = 26.15' OFF = 33.00'L -1.25%1.29%SCH ASCH B SCH C CL EL = 25.74'EL = 25.43'OFF = 25.00'REL = 26.19'OFF = 33.00'L-1.25%1.37%SCH ASCH BSCH C CL EL = 25.63' EL = 25.32' OFF = 25.00'R EL = 26.10' OFF = 33.00'L -1.25%1.40%SCH ASCH B CL EL = 25.45' EL = 25.14' OFF = 25.00'R EL = 25.81' OFF = 33.00'L CL EL = 25.45' EL = 25.14' OFF = 25.00'R EL = 25.81' OFF = 33.00'L -1.25%1.10%-1.25%1.10%SCH ASCH BSCALES 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2765 OF 1461.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 COURSE TW A1-A-A7 SECTION @ 20+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 @ 21+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 @ 21+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 @ 22+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 @ 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'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: 24.44FG:EG: 24.87FG: 24.87EG: 25.21FG:EG: 25.88FG: 25.88EG: 25.67FG: 25.65EG: 25.49FG: 25.38EG: 25.17FG: 25.07EG: 24.58FG:EG: 24.11FG:EG: 23.97FG:EG: 23.99FG:EG: 24.09FG: EG: FG: EG: FG: EG: 24.85 FG: 24.86 EG: 25.21 FG: EG: 25.79 FG: 25.85 EG: 25.64 FG: 25.60 EG: 25.45 FG: 25.34 EG: 25.14 FG: 25.03 EG: 24.38 FG: EG: 23.85 FG: EG: 23.80 FG: EG: 23.98 FG: EG: 24.09 FG: EG: FG: EG: FG: EG: 24.91 FG: 24.91 EG: 25.24 FG: EG: 25.72 FG: 25.86 EG: 25.67 FG: 25.64 EG: 25.43 FG: 25.34 EG: 25.10 FG: 25.03 EG: 24.12 FG: EG: 23.75 FG: EG: 23.79 FG: EG: 24.01 FG: EG: 24.20 FG: EG:FG:EG:FG:EG: 25.06FG: 24.98EG: 25.24FG:EG: 25.71FG: 25.86EG: 25.66FG: 25.63EG: 25.41FG: 25.35EG: 25.08FG: 25.04EG: 24.05FG:EG: 23.66FG: 23.94EG: 23.75FG: 24.01EG: 23.90FG: 24.00EG: 24.12FG: EG: FG: EG: FG: EG: 25.08 FG: 25.04 EG: 25.15 FG: 25.15 EG: 25.77 FG: 25.87 EG: 25.62 FG: 25.60 EG: 25.35 FG: 25.35 EG: 25.00 FG: 25.04 EG: 24.04 FG: 24.34 EG: 23.69 FG: 24.60 EG: 23.83 FG: 24.74 EG: 23.83 FG: 24.57 EG: 24.08 FG: 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: 24.71FG:EG: 24.93FG:EG: 25.25FG: 25.28EG: 25.76FG: 25.82EG: 25.52FG: 25.53EG: 25.24FG: 25.26EG: 24.90FG: 24.94EG: 24.05FG:EG: 23.32FG: 23.52EG: 23.59FG: 23.64EG: 23.80FG: 23.81EG: 24.05FG: EG: FG: EG: FG: EG: 26.11 FG: EG: 25.82 FG: 25.81 EG: 25.75 FG: 25.78 EG: 25.52 FG: 25.50 EG: 25.24 FG: 25.21 EG: 24.90 FG: 24.90 EG: 23.97 FG: 24.07 EG: 23.45 FG: 23.91 EG: 23.80 FG: 23.78 EG: 24.03 FG: 24.04 EG: 24.27 FG: 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 REFER TO TAXIWAY A5 MILLAND OVERLAY PLANSCL EL = 25.38'EL = 25.07'OFF = 25.00'REL = 25.73'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.07%SCH BSCH CCL EL = 25.34' EL = 25.03' OFF = 25.00'R EL = 25.69' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.05%SCH BSCH CCL EL = 25.34' EL = 25.03' OFF = 25.00'R EL = 25.74' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.19%SCH BSCH CCL EL = 25.35'EL = 25.04'OFF = 25.00'REL = 25.72'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.14%SCH BSCH CCL EL = 25.35' EL = 25.04' OFF = 25.00'R EL = 25.68' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%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'REL = 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'R EL = 25.60' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.18%SCH BSCH CCL 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2866 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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'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: 25.67FG:EG: 25.78FG:EG: 25.71FG: 25.69EG: 25.39FG: 25.39EG: 25.16FG: 25.11EG: 24.78FG: 24.80EG: 24.32FG: 24.49EG: 23.99FG: 24.19EG: 23.82FG:EG: 23.69FG: 23.77EG: 23.71FG: 23.59 EG: FG: EG: FG: EG: 25.51 FG: EG: 25.04 FG: 25.04 EG: 25.59 FG: 25.63 EG: 25.36 FG: 25.33 EG: 25.10 FG: 25.01 EG: 24.76 FG: 24.70 EG: 24.22 FG: 24.37 EG: 23.61 FG: EG: 23.62 FG: EG: 23.53 FG: EG: 23.80 FG: EG: FG: EG: FG: EG: 25.60 FG: EG: 25.47 FG: 25.47 EG: 25.48 FG: 25.57 EG: 25.29 FG: 25.26 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: 25.50FG:EG: 25.30FG: 25.22EG: 25.40FG: 25.47EG: 25.20FG: 25.18EG: 25.00FG: 24.87EG: 24.67FG: 24.56EG: 23.63FG:EG: 23.46FG:EG: 23.42FG:EG: 23.47FG:EG: 23.45FG: EG: FG: EG: FG: EG: 25.15 FG: EG: 25.25 FG: 25.37 EG: 25.29 FG: 25.49 EG: 25.15 FG: 25.11 EG: 24.94 FG: 24.84 EG: 24.56 FG: 24.52 EG: 23.55 FG: EG: 23.19 FG: EG: 23.25 FG: EG: 23.35 FG: EG: 23.59 FG: 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: 25.61FG:EG: 25.46FG: 25.47EG: 25.35FG: 25.43EG: 25.12FG: 25.10EG: 24.87FG: 24.77EG: 24.52FG: 24.45EG: 23.43FG:EG: 23.25FG: 23.20EG: 23.17FG: 22.90EG: 23.29FG:EG: 23.57FG: EG: FG: EG: FG: EG: 25.73 FG: EG: 25.45 FG: 25.45 EG: 25.26 FG: 25.25 EG: 24.97 FG: 24.97 EG: 24.69 FG: 24.71 EG: 24.30 FG: 24.40 EG: 23.64 FG: 23.69 EG: 23.38 FG: EG: 23.23 FG: EG: 23.34 FG: EG: 23.56 FG: 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:REFER TO TAXIWAY A5 MILLAND OVERLAY PLANSREFER TO TAXIWAY A5 MILLAND OVERLAY PLANSREFER TO TAXIWAY A4 MILLAND OVERLAY PLANSREFER TO TAXIWAY A4 MILLAND OVERLAY PLANSCL EL = 25.11'EL = 24.70'OFF = 33.00'REL = 25.48'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.10%SCH BCL EL = 25.01' EL = 24.60' OFF = 33.00'R EL = 25.44' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.30%SCH BSCH C CL EL = 24.91' EL = 24.59' OFF = 25.04'R EL = 25.37' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.39%SCH BCL EL = 24.87'EL = 24.56'OFF = 25.00'REL = 25.28'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.24%SCH BCL EL = 24.84' EL = 24.52' OFF = 25.00'R EL = 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 BCL EL = 24.77'EL = 24.45'OFF = 25.00'REL = 25.20'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.33%SCH BCL EL = 24.71' EL = 24.30' OFF = 33.00'R EL = 25.05' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.02%SCH BSCH CCL 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 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.2967 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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'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: 25.42FG: 25.40EG: 25.17FG: 25.17EG: 24.85FG: 24.85EG: 24.51FG: 24.54EG: 24.14FG: 24.23EG: 23.41FG:EG: 23.18FG:EG: 23.08FG:EG: 23.07FG:EG: 23.09FG: EG: FG: EG: FG: EG: FG: EG: 25.40 FG: 25.40 EG: 25.19 FG: 25.18 EG: 24.89 FG: 24.86 EG: 24.49 FG: 24.53 EG: 24.18 FG: 24.21 EG: 23.21 FG: EG: 22.90 FG: EG: 22.94 FG: 22.67 EG: 22.85 FG: 22.71 EG: 23.19 FG: 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: 25.00FG: 25.00EG: 25.03FG: 25.13EG: 24.81FG: 24.77EG: 24.50FG: 24.44EG: 24.26FG: 24.12EG: 23.56FG:EG: 23.10FG:EG: 22.98FG: 22.75EG: 22.93FG: 22.70EG: 23.11FG: EG: FG: EG: FG: EG: FG: EG: 24.88 FG: 24.90 EG: 24.88 FG: 24.95 EG: 24.71 FG: 24.68 EG: 24.41 FG: 24.38 EG: 24.18 FG: 24.07 EG: 23.71 FG: EG: 23.36 FG: EG: 23.09 FG: EG: 23.07 FG: EG: 23.26 FG: 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: 24.79FG: 24.77EG: 24.72FG: 24.81EG: 24.61FG: 24.57EG: 24.32FG: 24.27EG: 24.08FG: 23.96EG: 23.30FG:EG: 23.25FG:EG: 23.24FG:EG: 23.30FG:EG: 23.20FG: EG: FG: EG: FG: EG: FG: EG: 24.88 FG: 24.89 EG: 24.72 FG: 24.77 EG: 24.55 FG: 24.51 EG: 24.22 FG: 24.22 EG: 24.01 FG: 23.91 EG: 23.28 FG: EG: 23.17 FG: EG: 23.11 FG: EG: 23.22 FG: EG: 23.62 FG: 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: CL EL = 24.54'EL = 24.18'OFF = 28.70'REL = 24.95'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.24%SCH BSCH CCL EL = 24.53' EL = 24.21' OFF = 25.00'R EL = 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'REL = 24.88'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.33%SCH BSCH CCL EL = 24.38' EL = 24.07' OFF = 25.00'R EL = 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'REL = 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'R EL = 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 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.3068 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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'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: 25.15FG: 25.16EG: 24.69FG: 24.79EG: 24.55FG: 24.49EG: 24.28FG: 24.20EG: 24.04FG: 23.88EG: 23.03FG:EG: 22.59FG:EG: 23.12FG:EG: 23.38FG:EG: 23.56FG: EG: FG: EG: FG: EG: FG: EG: 25.08 FG: 25.08 EG: 24.81 FG: 24.80 EG: 24.55 FG: 24.52 EG: 24.20 FG: 24.19 EG: 23.94 FG: 23.87 EG: 23.15 FG: EG: 22.73 FG: EG: 22.78 FG: EG: 23.27 FG: EG: 23.50 FG: 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: 24.94FG: 24.97EG: 24.68FG: 24.72EG: 24.50FG: 24.47EG: 24.21FG: 24.17EG: 24.03FG: 23.85EG: 23.21FG:EG: 22.82FG:EG: 22.78FG:EG: 22.93FG:EG: 23.09FG: EG: FG: EG: FG: EG: FG: EG: 24.83 FG: 24.84 EG: 24.57 FG: 24.62 EG: 24.41 FG: 24.37 EG: 24.10 FG: 24.10 EG: 23.83 FG: 23.85 EG: 23.23 FG: EG: 22.83 FG: EG: 22.74 FG: EG: 22.76 FG: EG: 22.91 FG: 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: 24.36FG: 24.42EG: 24.15FG: 24.41EG: 24.18FG: 24.12EG: 23.91FG: 23.82EG: 23.66FG: 23.57EG: 23.30FG: 23.32EG: 22.99FG: 23.08EG: 22.85FG: 23.05EG: 22.74FG:EG: 23.02FG: EG: FG: EG: FG: EG: FG: EG: 24.41 FG: 24.42 EG: 24.13 FG: 24.35 EG: 24.10 FG: 24.04 EG: 23.85 FG: 23.79 EG: 23.66 FG: 23.54 EG: 23.28 FG: 23.21 EG: 23.09 FG: EG: 22.78 FG: EG: 23.03 FG: 23.10 EG: 23.15 FG: 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 REFER TO TAXIWAY A3 MILLAND OVERLAY PLANSREFER TO TAXIWAY A3 MILLAND OVERLAY PLANSCL EL = 24.20'EL = 23.88'OFF = 25.00'REL = 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'R EL = 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'REL = 24.57'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.22%SCH BSCH CCL EL = 24.10' EL = 23.77' OFF = 32.73'R EL = 24.46' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%1.09%SCH BSCH CCL 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 CL EL = 23.79' EL = 23.51' OFF = 28.91'R EL = 24.12' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%0.98%SCH BSCH C 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 CL EL = 23.82'EL = 23.49'OFF = 33.00'REL = 24.22'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.00%1.21%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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.3169 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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'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: 24.18FG: 24.17EG: 24.21FG: 24.35EG: 24.10FG: 24.04EG: 23.86FG: 23.75EG: 23.70FG: 23.44EG: 23.02FG:EG: 22.70FG: 22.69EG: 22.89FG:EG: 22.85FG:EG: 23.15FG: EG: FG: EG: FG: EG: FG: EG: 24.19 FG: 24.17 EG: 24.19 FG: 24.31 EG: 24.07 FG: 24.00 EG: 23.86 FG: 23.72 EG: 23.66 FG: 23.41 EG: 23.00 FG: EG: 22.69 FG: EG: 22.61 FG: EG: 22.91 FG: EG: 23.35 FG: 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: 23.90FG:EG: 24.25FG: 24.24EG: 24.24FG: 24.36EG: 24.08FG: 24.02EG: 23.82FG: 23.68EG: 23.56FG: 23.37EG: 22.75FG:EG: 22.31FG:EG: 22.06FG:EG: 22.34FG:EG: 22.76FG: EG: FG: EG: FG: EG: FG: EG: 24.23 FG: 24.23 EG: 24.37 FG: 24.42 EG: 24.16 FG: 24.10 EG: 23.84 FG: 23.68 EG: 23.64 FG: 23.37 EG: 22.86 FG: EG: 22.34 FG: EG: 22.20 FG: EG: 22.39 FG: EG: 22.83 FG: 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: 24.17FG: 24.14EG: 24.22FG: 24.30EG: 24.05FG: 24.01EG: 23.81FG: 23.69EG: 23.56FG: 23.38EG: 22.83FG:EG: 22.55FG:EG: 22.56FG:EG: 22.64FG:EG: 22.99FG: EG: FG: EG: FG: EG: FG: EG: 24.10 FG: 24.09 EG: 24.21 FG: 24.28 EG: 24.05 FG: 24.00 EG: 23.83 FG: 23.70 EG: 23.61 FG: 23.39 EG: 22.86 FG: EG: 22.60 FG: EG: 22.49 FG: EG: 22.67 FG: EG: 23.06 FG: 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: CL EL = 23.75'EL = 23.44'OFF = 25.00'REL = 24.14'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.17%SCH BSCH C CL EL = 23.72' EL = 23.41' OFF = 25.00'R EL = 24.09' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.09%SCH BSCH C 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 CL EL = 23.68'EL = 23.37'OFF = 25.00'REL = 24.13'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.36%SCH BSCH C CL EL = 23.68' EL = 23.37' OFF = 25.00'R EL = 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'REL = 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'R EL = 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 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.3270 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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'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: 24.25FG: 24.22EG: 24.30FG: 24.38EG: 24.14FG: 24.09EG: 23.99FG: 23.79EG: 23.78FG: 23.48EG: 23.11FG: 23.10EG: 22.52FG:EG: 22.20FG:EG: 22.59FG:EG: 22.98FG: EG: FG: EG: FG: EG: FG: EG: 24.25 FG: 24.23 EG: 24.37 FG: 24.42 EG: 24.18 FG: 24.15 EG: 24.08 FG: 23.86 EG: 23.91 FG: 23.54 EG: 23.17 FG: 23.17 EG: 22.51 FG: EG: 22.24 FG: EG: 22.50 FG: EG: 22.98 FG: 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: 24.51FG: 24.49EG: 24.41FG: 24.42EG: 24.13FG: 24.11EG: 23.98FG: 23.74EG: 23.84FG: 23.42EG: 22.73FG:EG: 21.90FG:EG: 21.85FG:EG: 21.97FG:EG: 22.34FG: EG: FG: EG: FG: EG: 22.96 FG: EG: 23.28 FG: 23.30 EG: 23.74 FG: 23.76 EG: 23.80 FG: 23.87 EG: 23.63 FG: 23.52 EG: 23.50 FG: 23.17 EG: 22.41 FG: EG: 21.55 FG: EG: 21.48 FG: EG: 21.59 FG: EG: 22.04 FG: 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: 22.52FG: 22.53EG: 22.98FG: 22.97EG: 23.20FG: 23.31EG: 23.06FG: 23.01EG: 22.83FG: 22.71EG: 22.01FG:EG: 21.23FG:EG: 20.03FG:EG: 20.74FG:EG: 21.63FG: EG: FG: EG: FG: EG: FG: EG: 22.26 FG: 22.26 EG: 22.63 FG: 22.62 EG: 22.93 FG: 23.00 EG: 22.83 FG: 22.75 EG: 22.67 FG: 22.50 EG: 21.89 FG: EG: 21.07 FG: 20.93 EG: 19.96 FG: 19.68 EG: 20.43 FG: EG: 21.41 FG: 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: CL EL = 23.79'EL = 23.48'OFF = 25.00'REL = 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'R EL = 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'REL = 24.22'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROL-1.25%1.48%SCH BSCH C CL EL = 23.52' EL = 23.87' OFF = 25.00'L EL = 23.17' OFF = 25.00'R EL = 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'LEL = 22.71'OFF = 25.00'REL = 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'L EL = 22.50' OFF = 25.00'R EL = 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 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.3371 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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'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: 21.97FG: 22.00EG: 22.40FG: 22.40EG: 22.69FG: 22.74EG: 22.60FG: 22.43EG: 22.30FG: 22.11EG: 21.44FG:EG: 20.51FG:EG: 20.16FG: 19.73EG: 20.58FG:EG: 21.24FG: EG: FG: EG: FG: EG: FG: EG: 21.91 FG: 21.93 EG: 22.31 FG: 22.31 EG: 22.64 FG: 22.62 EG: 22.39 FG: 22.30 EG: 22.00 FG: 21.99 EG: 21.30 FG: EG: 20.77 FG: EG: 20.04 FG: EG: 20.45 FG: EG: 21.19 FG: 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: 22.66FG: 22.65EG: 22.48FG: 22.53EG: 22.24FG: 22.21EG: 21.96FG: 21.96EG: 21.64FG: 21.65EG: 21.22FG:EG: 20.91FG:EG: 20.97FG:EG: 21.30FG: EG: FG: EG: FG: EG: FG: EG: FG: EG: 22.77 FG: 22.76 EG: 22.62 FG: 22.69 EG: 22.41 FG: 22.37 EG: 22.15 FG: 22.12 EG: 21.84 FG: 21.90 EG: 21.55 FG: 21.75 EG: 21.55 FG: 21.76 EG: 21.84 FG: 21.90 EG: 22.16 FG: 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: 22.73FG:EG: 23.04FG: 23.04EG: 22.99FG: 22.97EG: 22.73FG: 22.69EG: 22.47FG: 22.44EG: 22.17FG: 22.18EG: 21.81FG: 21.83EG: 21.17FG:EG: 20.74FG:EG: 20.78FG: EG: FG: EG: FG: EG: FG: EG: 22.70 FG: EG: 23.22 FG: 23.20 EG: 23.11 FG: 23.10 EG: 22.90 FG: 22.86 EG: 22.64 FG: 22.61 EG: 22.27 FG: 22.32 EG: 21.88 FG: 21.91 EG: 21.01 FG: 21.03 EG: 20.43 FG: EG: 20.81 FG: 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:REFER TO TAXIWAY A2 MILLAND OVERLAY PLANSCL EL = 22.43'EL = 22.74'OFF = 25.00'LEL = 22.05'OFF = 30.53'REL = 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'L EL = 21.86' OFF = 35.72'R EL = 22.56' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLCL EL = 22.30' EL = 22.62' OFF = 25.00'L EL = 21.86' OFF = 35.72'R EL = 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'REL = 22.63'OFF = 33.00'L-1.00%1.25%SCH ASCH BSCH CCL EL = 22.69'EL = 22.69'OFF = 0.00'EL = 22.36'OFF = 33.00'REL = 23.05'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.07'OFF = 60.00'REL = 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'R EL = 23.18' OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.21' OFF = 60.00'R EL = 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 REFER TO TAXIWAY A2 MILLAND OVERLAY PLANSCL EL = 22.37' EL = 22.04' OFF = 33.00'R EL = 22.79' OFF = 33.00'L -1.00%1.25%SCH ASCH B SCH 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A GRADING SECTIONSC2.3472 OF 1461.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 COURSE TW 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'OFFSETELEVATIONSTW 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 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 225'L212.5'L200'L187.5'L175'L162.5'L150'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'R 175'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 87.5'R 100'R 112.5'R 125'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: 22.96FG:EG: 23.56FG: 23.54EG: 23.50FG: 23.42EG: 23.27FG: 23.15EG: 23.03FG: 22.90EG: 22.66FG: 22.61EG: 22.16FG: 22.22EG: 21.11FG: 21.36EG: 20.68FG:EG: 21.04FG: EG: FG: EG: FG: EG: FG: EG: 23.08 FG: EG: 23.71 FG: 23.68 EG: 23.62 FG: 23.56 EG: 23.42 FG: 23.27 EG: 23.20 FG: 22.99 EG: 22.69 FG: 22.62 EG: 22.22 FG: EG: 21.50 FG: 21.46 EG: 21.22 FG: 20.68 EG: 21.35 FG: 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: 22.26FG:EG: 22.21FG:EG: 22.25FG: 22.27EG: 23.39FG: 23.38EG: 23.75FG: 23.79EG: 23.57FG: 23.50EG: 23.37FG: 23.18EG: 22.75FG:EG: 22.30FG:EG: 21.53FG:EG: 21.41FG:EG: 21.56FG: EG: 22.41 FG: EG: 22.31 FG: EG: 22.27 FG: EG: 22.81 FG: 22.86 EG: 23.72 FG: 23.38 EG: 23.89 FG: 23.79 EG: 23.70 FG: 23.48 EG: 23.50 FG: 23.16 EG: 22.91 FG: 22.80 EG: 22.38 FG: EG: 21.81 FG: EG: 21.59 FG: EG: 21.63 FG: 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: 20.86FG: 20.87EG: 20.84FG: 20.98EG: 21.32FG: 21.49EG: 22.15FG: 21.98EG: 23.02FG: 22.46EG: 23.93FG: 22.95EG: 24.03FG: 23.45EG: 23.88FG: 23.14EG: 23.72FG: 22.83EG: 23.24FG: 22.48EG: 22.55FG: 22.14 EG: FG: EG: FG: EG: 21.42 FG: 21.35 EG: 22.58 FG: 22.00 EG: 23.20 FG: 22.15 EG: 23.80 FG: 22.57 EG: 23.87 FG: 22.93 EG: 23.70 FG: 23.01 EG: 23.56 FG: 22.69 EG: 23.15 FG: 22.36 EG: 22.54 FG: 22.25 EG: 22.35 FG: EG: 22.03 FG: 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 = 23.15'EL = 22.82'OFF = 33.00'REL = 23.50'OFF = 33.00'LREFER TO PLAN FOR MILL& OVERLAY GRADE CONTROLEL = 22.48'OFF = 60.00'REL = 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'R EL = 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'LEL = 23.81'OFF = 26.32'LEL = 23.37'OFF = 50.35'L-1.25%1.19%-1.84%SCH BSCH C CL EL = 23.48' EL = 23.79' OFF = 25.00'L EL = 23.79' OFF = 25.00'L EL = 23.09' OFF = 30.87'R EL = 23.09' OFF = 67.70'L -1.25%-1.63%SCH B SCH 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'LEL = 23.45'OFF = 25.00'LEL = 22.65'OFF = 39.42'REL = 20.61'OFF = 165.60'LEL = 21.15'OFF = 187.88'L-1.25%-2.02%2.44%CL EL = 23.01' EL = 23.12' OFF = 9.27'L EL = 22.50' OFF = 40.78'R EL = 22.93' OFF = 25.00'L EL = 22.14' OFF = 75.46'L EL = 21.96' OFF = 105.49'L EL = 21.58' OFF = 117.35'L EL = 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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A & A7 GRADING SECTIONSC2.3573 OF 1461.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 COURSE TW A6 SECTION @ 3+00(SECTION CUT PERPENDICULAR TO TW A6)19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'OFFSETELEVATIONSCROWN EL = 25.06' OFF = 0.00' EL = 24.74' OFF = 25.88'R EL = 24.73' OFF = 26.13'L -1.25%-1.25%TW A6 SECTION @ 3+50(SECTION CUT PERPENDICULAR TO TW A6)19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'OFFSETELEVATIONSCROWN EL = 25.12' OFF = 0.00' EL = 24.80' OFF = 25.40'R EL = 24.87' OFF = 27.71'L -1.25%-0.92%TW A6 SECTION @ 2+40(SECTION CUT PARALLEL TO TW A)19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'OFFSETELEVATIONSEL = 25.27'OFF = 45.00'LELEVATION = 25.361'CROWN EL = 25.36'OFF = 0.00'ELEVATION = 25.361'CROWN EL = 25.36'OFF = 0.00'EL = 25.36'OFF = 49.17'R0.20%-0.01%TW A6 SECTION @ 4+20(SECTION CUT PARALLEL TO TW A)19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'OFFSETELEVATIONSEL = 25.22'OFF = 80.54'LELEVATION = 25.582'CROWN EL = 25.58'OFF = 0.00'ELEVATION = 25.582'CROWN EL = 25.58'OFF = 0.00'EL = 25.41'OFF = 50.78'R0.44%-0.34%125'L97.8'L100'L76.1'L75'L54.3'L50'L32.6'L25'L10.9'L0'10.9'R25'R32.6'R50'R54.3'R75'R76.1'R100'R97.8'R125'REG: 24.60FG:EG: 25.04FG:EG: 25.22FG:EG: 25.28FG: 25.29EG: 25.47FG: 25.31EG: 25.60FG: 25.36EG: 25.52FG: 25.35EG: 25.30FG: 25.32EG: 25.03FG:EG: 25.13FG: 25.16EG: 25.46FG: 25.32 125'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 EG: 24.55 FG: EG: 24.60 FG: EG: 24.66 FG: 24.25 EG: 24.76 FG: 24.44 EG: 25.49 FG: 24.75 EG: 25.79 FG: 25.06 EG: 25.47 FG: 24.75 EG: 24.45 FG: EG: 24.37 FG: EG: 25.35 FG: EG: FG: 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 EG: 24.88 FG: EG: 24.71 FG: EG: 24.48 FG: EG: 24.86 FG: 24.68 EG: 25.51 FG: 24.89 EG: 25.77 FG: 25.12 EG: 25.52 FG: 24.81 EG: 24.58 FG: EG: 24.44 FG: EG: 24.26 FG: EG: 24.41 FG: 125'L97.8'L100'L76.1'L75'L54.3'L50'L32.6'L25'L10.9'L0'10.9'R25'R32.6'R50'R54.3'R75'R76.1'R100'R97.8'R125'REG: 24.84FG:EG: 24.88FG:EG: 25.31FG: 25.25EG: 25.44FG: 25.36EG: 25.53FG: 25.47EG: 25.51FG: 25.58EG: 25.56FG: 25.49EG: 25.38FG: 25.41EG: 25.36FG:EG: 25.28FG:EG: 25.27FG: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 98021R90% DESIGNMAY 202435022.008.02H=#### | V=1:3.2GJRDMYDMYTAXIWAY A6 GRADING SECTIONSC2.3674 OF 1461.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 COURSE ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDSTA: 2+00.40OFF: 84.46' LSTA: 2+41.91OFF: 54.50' LSTA: 2+00.02OFF: 101.02' RSTA: 2+23.63OFF: 69.47' RSTA: 2+89.54OFF: 52.63' RSTA: 2+80.97OFF: 65.14' LSTA: 4+59.66OFF: 48.90' RSTA: 6+88.06OFF: 52.50' RSTA: 6+96.06OFF: 68.90' RSTA: 6+97.15OFF: 82.79' RSTA: 9+19.52OFF: 81.10' RSTA: 9+20.45OFF: 39.30' RSTA: 9+30.94OFF: 25.00' RR200'R180'R200'21'STA: 3+89.01OFF: 102.28' LSTA: 4+33.29OFF: 72.07' LSTA: 4+73.42OFF: 64.44' LSTA: 5+09.87OFF: 67.50' LSTA: 4+19.84OFF: 80.91' L0+00 1+00 2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+00STA: 4+18.69OFF: 55.75' RSTA: 7+35.37OFF: 53.84' RRUNWAY HOLD POSITIONMARKING, TYP.C3.63STA: 4+50.00SCALES 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMAY 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 1 OF 5C3.175 OF 146MATCHLINE, SEE SHEET C3.2LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTINGPAVEMENT MARKINGLEASE LINE MARKINGDRIVE LANE STRIPING W/SPEED LIMIT & ONE LANEDELINEATORSBID SCHEDULE DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOTAWARDED, DESIGN STRIPING LAYOUT SHALL BETRANSITIONED IN THE FIELD TO MATCH INTO EXISTINGSTRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAYA1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVINGSHALL RECEIVE BOTH AN INITIAL COAT AND APERMANENT COAT OF STRIPING PER P-620.4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVINGSHALL RECEIVE ONLY A PERMANENT COAT OF STRIPINGPER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OFTHE 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 (SOLIDAND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENTBOUNDARY STRIPING; SEAPLANE PARKING STRIPING; HELICOPTERREPORTING MARKING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:BOEING RESTRICTION LINE; DRIVE LANE STRIPING; LEASE LINEMARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPINGWITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:LEASE LINE MARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULEB STRIPING WITHIN BID SCHEDULE C PAVING LIMITSAHEADLANEONEMPH15 RUNWAY 16-34TAXIWAY ATAXIWAY A7 BOEING APRON B200' 25' 50' HANGAR RESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC3.61R35'R50'A/BB/CMATCH EXISTING CENTERLINESTRIPE @ PAVING LIMITSR200'MATCH EXISTINGSERVICE ROAD STRIPING@ PAVING LIMITSA/BB/CA/BB/CSEE GENERAL NOTE 1 FOR SERVICEROAD AND NON-MOVEMENTBOUNDARY STRIPING REQUIREMENTSBOEING RESTRICTION LINEC3.77GPS MARKERC3.711NON-MOVEMENTBOUNDARY LINEC3.62DASHED TAXIWAYEDGE STRIPEC3.65SOLID TAXIWAYEDGE STRIPEC3.64DRIVE LANE STRIPINGC3.78LEASE LINEMARKING, TYP.C3.713TAXIWAY CENTERLINESTRIPE, TYP.C3.61 AHEADLANEONEATCT CLEARANCE REQUIREDAHEADLANEONEAHEADLANEONETW A6STA: 2+88.01OFF: 26.00' RTW A6STA: 2+97.13OFF: 25.90' RTW A6STA: 2+97.13OFF: 26.23' LTW A6STA: 4+42.33OFF: 42.04' RTW A6STA: 3+90.44OFF: 25.00' RTW A6STA: 3+82.61OFF: 85.34' LTW A6STA: 4+64.84OFF: 58.96' RTW A6STA: 3+79.05OFF: 62.93' LTW A6STA: 3+33.09OFF: 25.02' LTW A6STA: 2+74.23OFF: 27.00' LTW A6STA: 2+20.85OFF: 38.00' LTW A5STA: 6+34.49OFF: 150.17' RTW A5STA: 5+83.92OFF: 110.32' RR45'R75'21'10.5'21'R71'R50'R50'R61'STA: 14+07.62OFF: 67.50' LSTA: 14+16.28OFF: 66.74' LSTA: 14+02.30OFF: 88.50' LSTA: 14+26.56OFF: 84.23' LSTA: 14+66.45OFF: 57.91' LSTA: 14+76.94OFF: 57.00' LSTA: 14+64.29OFF: 70.51' LSTA: 14+81.38OFF: 67.50' LSTA: 19+81.14OFF: 56.00' LR71'STA: 23+09.23OFF: 88.50' LSTA: 23+27.58OFF: 86.09' L12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+007+265 + 0 0 6 + 0 07+00STA: 16+70.88OFF: 25.00' RSTA: 18+08.75OFF: 25.00' R0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 6+ 4 7 STA: 16+82.35OFF: 0.00'STA: 18+03.35OFF: 0.00'TW A6STA: 2+77.38OFF: 0.00'TW A6STA: 2+43.62OFF: 0.00'R35'R 2 6 'R45'R85'R185'RUNWAY HOLD POSITIONMARKING, TYP.C3.63STA: 14+65.00SCALES 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.1 MATCHLINE, SEE SHEET C3.3MAY 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 2 OF 5C3.276 OF 146RUNWAY 16-34TAXIWAY ATA X I W A Y A 6 BOEING APRON BLEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTINGPAVEMENT MARKINGLEASE LINE MARKINGDRIVE LANE STRIPING W/SPEED LIMIT & ONE LANEDELINEATORSBID SCHEDULE DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOTAWARDED, DESIGN STRIPING LAYOUT SHALL BETRANSITIONED IN THE FIELD TO MATCH INTO EXISTINGSTRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAYA1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVINGSHALL RECEIVE BOTH AN INITIAL COAT AND APERMANENT COAT OF STRIPING PER P-620.4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVINGSHALL RECEIVE ONLY A PERMANENT COAT OF STRIPINGPER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OFTHE 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 (SOLIDAND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENTBOUNDARY STRIPING; SEAPLANE PARKING STRIPING; HELICOPTERREPORTING MARKING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:BOEING RESTRICTION LINE; DRIVE LANE STRIPING; LEASE LINEMARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPINGWITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:LEASE LINE MARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULEB STRIPING WITHIN BID SCHEDULE C PAVING LIMITSAHEADLANEONEMPH15 25' 50'HANGARFBO FUEL TANKSHANGAR HANGAR HANGARRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC3.61B/CA/BB/CA/BB/CA/BB/CA/BB/CA/BR425'RESTRIPE EXISTING SERVICE ROADSTRIPING (INCLUDING "ONE LANE AHEAD"MARKING) IN EXISTING LOCATIONMATCH EXISTINGSERVICE ROAD STRIPING@ PAVING LIMITS, TYP.MATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSPHASE 1 PROJECT LIMITSPHASE 2 PROJECT LIMITSBOEING RESTRICTION LINEC3.77C3.61NON-MOVEMENTBOUNDARY LINEC3.62DASHED TAXIWAYEDGE STRIPEC3.65SOLID TAXIWAYEDGE STRIPEC3.64DRIVE LANE STRIPINGC3.78LEASE LINEMARKING, TYP.C3.713ONE LANE AHEADMARKING, TYP.C3.710TAXIWAY CENTERLINESTRIPE, TYP.C3.61 ATCT CLEARANCE REQUIREDAHEADLANEONE MPH 15 MPH15R37'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 '10'21'R50'STA: 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' LR50'24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+000+001+002+003+004+005+006+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' RR25'R105'R20'R425'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'STA: 30+97.27OFF: 29.17' LRUNWAY HOLD POSITIONMARKING, TYP.C3.63RUNWAY HOLD POSITIONMARKING, TYP.C3.63TW A5STA: 4+10.65OFF: 18.03' LSTA: 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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.2 MATCHLINE, SEE SHEET C3.4MAY 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 3 OF 5C3.377 OF 146RUNWAY 16-34TAXIWAY A5TAXIWAY ATAXIWAY A4LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTINGPAVEMENT MARKINGLEASE LINE MARKINGDRIVE LANE STRIPING W/SPEED LIMIT & ONE LANEDELINEATORSBID SCHEDULE DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOTAWARDED, DESIGN STRIPING LAYOUT SHALL BETRANSITIONED IN THE FIELD TO MATCH INTO EXISTINGSTRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAYA1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVINGSHALL RECEIVE BOTH AN INITIAL COAT AND APERMANENT COAT OF STRIPING PER P-620.4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVINGSHALL RECEIVE ONLY A PERMANENT COAT OF STRIPINGPER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OFTHE 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 (SOLIDAND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENTBOUNDARY STRIPING; SEAPLANE PARKING STRIPING; HELICOPTERREPORTING MARKING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:BOEING RESTRICTION LINE; DRIVE LANE STRIPING; LEASE LINEMARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPINGWITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:LEASE LINE MARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULEB STRIPING WITHIN BID SCHEDULE C PAVING LIMITSAHEADLANEONEMPH15 200' 25' 50'ATCTBOEING FUEL FARMHANGARHANGARTAXIWAY LEAD-INLINE, TYP. SEE DETAILC3.66B/CA/BB/CA/BB/CA/BA/BB/CA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGSERVICE ROAD STRIPING@ PAVING LIMITS, TYP.BOEING RESTRICTION LINEC3.77NON-MOVEMENTBOUNDARY LINEC3.62DASHED TAXIWAYEDGE STRIPEC3.65SOLID TAXIWAYEDGE STRIPEC3.64DRIVE LANE STRIPINGC3.78LEASE LINEMARKING, TYP.C3.713ONE LANE AHEADMARKING, TYP.C3.710SPEED LIMITMARKING, TYP.C3.79HELICOPTERREPORTING MARKINGC3.714TAXIWAY CENTERLINESTRIPE, TYP.C3.61 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH15MPH 15R47'R50'R43'R22'R325'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'STA: 46+96.65OFF: 25.00' R21'STA: 44+02.88OFF: 88.50' LSTA: 44+60.01OFF: 80.99' LSTA: 45+12.43OFF: 74.00' L36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+00R221' R200'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: 0.00'1+002+003+004+005+006+007+007+26STA: 35+85.85OFF: 0.00'R715'STA: 40+00.00STA: 37+56.73OFF: 25.00' RSTA: 35+80.46OFF: 25.00' RRUNWAY HOLD POSITIONMARKING, TYP.C3.63TW-A3STA: 4+07.72OFF: 17.59' 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\22_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.3 MATCHLINE, SEE SHEET C3.5MAY 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 4 OF 5C3.478 OF 146RUNWAY 16-34TAXIWAY ATAXIWAY A3BOEING APRON CLEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTINGPAVEMENT MARKINGLEASE LINE MARKINGDRIVE LANE STRIPING W/SPEED LIMIT & ONE LANEDELINEATORSBID SCHEDULE DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOTAWARDED, DESIGN STRIPING LAYOUT SHALL BETRANSITIONED IN THE FIELD TO MATCH INTO EXISTINGSTRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAYA1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVINGSHALL RECEIVE BOTH AN INITIAL COAT AND APERMANENT COAT OF STRIPING PER P-620.4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVINGSHALL RECEIVE ONLY A PERMANENT COAT OF STRIPINGPER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OFTHE 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 (SOLIDAND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENTBOUNDARY STRIPING; SEAPLANE PARKING STRIPING; HELICOPTERREPORTING MARKING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:BOEING RESTRICTION LINE; DRIVE LANE STRIPING; LEASE LINEMARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPINGWITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:LEASE LINE MARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULEB STRIPING WITHIN BID SCHEDULE C PAVING LIMITSAHEADLANEONEMPH15 25' 50'GA TIEDOWN APRONGA TIEDOWN APRONRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC3.61A/BB/CRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONA/BB/CA/BB/CB/CMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSA/BB/CBOEING RESTRICTION LINEC3.77NON-MOVEMENTBOUNDARY LINEC3.62DASHED TAXIWAYEDGE STRIPEC3.65SOLID TAXIWAYEDGE STRIPEC3.64DRIVE LANE STRIPINGC3.78LEASE LINEMARKING, TYP.C3.713SPEED LIMITMARKING, TYP.C3.79TAXIWAY CENTERLINESTRIPE, TYP.C3.61 MPH15MPH15TW-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: 53+30.86OFF: 72.50' LSTA: 53+30.86OFF: 53.00' L58+31 48+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'R52'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' LR37'R37'21'RUNWAY HOLD POSITIONMARKING, TYP.C3.63RUNWAY HOLD POSITIONMARKING, TYP.C3.63STA: 55+53.08OFF: 25.00' LSTA: 55+21.56OFF: 50.00' LSTA: 55+56.33OFF: 73.08' LR 7 5 '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 98021R90% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.4 MAY 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 5 OF 5C3.579 OF 146RUNWAY 16-34TAXIWAY ATAXIWAY A2 TAXIWAY A1LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGSOLID TAXIWAY EDGE MARKINGDASHED TAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTINGPAVEMENT MARKINGLEASE LINE MARKINGDRIVE LANE STRIPING W/SPEED LIMIT & ONE LANEDELINEATORSBID SCHEDULE DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARE NOTAWARDED, DESIGN STRIPING LAYOUT SHALL BETRANSITIONED IN THE FIELD TO MATCH INTO EXISTINGSTRIPING AT THE LIMITS OF PAVING.2.STATION OFFSET CONTROL REFERENCES THE TAXIWAYA1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE.3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVINGSHALL RECEIVE BOTH AN INITIAL COAT AND APERMANENT COAT OF STRIPING PER P-620.4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVINGSHALL RECEIVE ONLY A PERMANENT COAT OF STRIPINGPER P-620.#/#BID SCHEDULE NOTES1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULESTHAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPEFOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETEDFOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OFTHE 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 (SOLIDAND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENTBOUNDARY STRIPING; SEAPLANE PARKING STRIPING; HELICOPTERREPORTING MARKING; TAXIWAY SHOULDER MARKINGBID SCHEDULE B:BOEING RESTRICTION LINE; DRIVE LANE STRIPING; LEASE LINEMARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPINGWITHIN BID SCHEDULE B PAVING LIMITSBID SCHEDULE C:LEASE LINE MARKINGS; ADDITIONAL INITIAL COAT FOR BID SCHEDULEB STRIPING WITHIN BID SCHEDULE C PAVING LIMITSAHEADLANEONEMPH15 LAKEWASHINGTON200'25' 50' HANGARHANGAR SEAPLANE APRONRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC3.61B/CB/CB/CA/BA/BB/CA/BA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSSEAPLANE PARKING AREAC3.712C3.61GPS MARKERC3.711NON-MOVEMENTBOUNDARY LINEC3.62DASHED TAXIWAYEDGE STRIPEC3.65SOLID TAXIWAYEDGE STRIPEC3.64DRIVE LANE STRIPINGC3.78SPEED LIMITMARKING, TYP.C3.79LEASE LINEMARKING, TYP.C3.713TAXIWAY CENTERLINESTRIPE, TYP.C3.61TAXIWAY SHOULDERMARKING, SEE DETAILC3.815 TAXIWAY CENTERLINEMARKING, SEE DETAILTAXIWAY EDGE MARKING,WHERE APPLICABLE SEE DETAILDOUBLE DASHEDYELLOW STRIPETW CENTERLINE STRIPE LOCATION PERPLAN, TYP. BOTH SIDESC3.61C3.64CENTER 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 C3.6425' 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 1 OF 3C3.680 OF 146C3.63SCALE=NTSRUNWAY HOLD POSITIONC3.62SCALE=NTSNON-MOVEMENT BOUNDARYC3.64SCALE=NTSTAXIWAY EDGEC3.66SCALE=NTSTAXIWAY CL LEAD-INC3.61SCALE=NTSTAXIWAY CENTERLINEC3.65SCALE=NTSDASHED TAXIWAY EDGE 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"9"6"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 FEETC3.626" WHITE MARKING, CONTRACTOR SHALLAS-BUILT LOCATION AND ORIENTATIONPRIOR TO PAVEMENT REMOVAL ANDREPLACE IN KIND UPON PLACEMENT OFNEW SURFACE COURSE.8.5'4.5'25'5 EQ. SPACES @ 10.5'4-INCH WHITESTRIPECONTROL POINT,SEE PLANCONTROL POINT,SEE PLANR6'YELLOW BACKGROUND, REFERENCETHE CENTER OF THE CIRCLE6'10'BLACK INSCRIPTION,6" STROKE WIDTHMPH155.75'ALIGN TEXT WITH ENDOF CENTERLINE DASH& CENTER IN LANE1.75'4' TYP.2.75'TYPICAL DRIVE LANESTRIPING, SEE DETAILC3.789.5'AHEADLANEONEALIGN TEXT WITH END OFLAST CENTERLINE DASH& CENTER IN LANE1'1'7'6'4' TYP.TYPICAL DRIVE LANESTRIPING, SEE DETAILC3.786" 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 2 OF 3C3.781 OF 146C3.711SCALE=NTSGPS MARKERC3.77SCALE=NTSBOEING RESTRICTION LINEC3.713SCALE=NTSLEASE DELINEATOR MARKINGC3.712SCALE=NTSSEAPLANE PARKING AREAC3.714SCALE=NTSHELICOPTER REPORTING POSITIONC3.79SCALE=NTSSPEED LIMIT MARKINGC3.710SCALE=NTSONE LANE AHEAD MARKINGC3.78SCALE=NTSTYPICAL DRIVE LANE STRIPING 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 98021R90% DESIGNMAY 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT MARKING DETAILS 3 OF 3C3.882 OF 146C3.815SCALE=NTSTAXIWAY A1 ENLARGED SHOULDER PLAN MPH158''W8''W8''W8''W8 ' 'W8''W8''W8''W8''W8''W8''W8 ' 'W10''W10''W10''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 PRD/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PAVING LIMITS0+00 1+00 2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+00BP: 0+00.00PC: 2+26.69PT: 5+01.58 TAXIWAY ARUNWAY 16-34TAXIWAY A 7 EX 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 WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANT/////////X''WXXXXXXXSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.1 May 30, 2024 05:36:38pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101FIRE WATERLINE NOTES------------MAY 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 1 OF 6C7.1112 OF 146 370 LFMATCHLINE, SEE SHEET C7.2H3143'X4' CONC PADH3154'X8' CONC PADH3164'X8' CONC PADFIRE WATERLINE NOTES CONT.APPROXIMATELY 70' TOISOLATION VALVE EAST OF TEEEX 12" FIREWATERLINE DIGITIZEDFROM RECORDDRAWINGS. SEE NOTE3 THIS SHEET.EX 10" FIRE WATERLINEDIGITIZED FROM RECORDDRAWINGS.SEE NOTE 3, THIS SHEET.PROTECT EX AIR (TYP)PROTECT EX 12" GV &12" TEE1051 LFLEGENDLEGEND 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 OPEN VALVE,REMOVE OPERATING NUT & VALVE CAN. LOCATIONS WITHIN PAVEDAREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVEDAREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, ASAPPROVED 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 TO BEBACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BEBACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BYTHE RPR.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ.CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ.INSTALL 10" BLIND FLANGE ON EX 10"X12" TEE, SEE NOTE 3 THIS SHEET.THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.8.BELOW GRADE FIRE HYDRANT HOUSED IN STEEL EGG-SHAPED HOUSINGW/ 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 6'(L) X 1'(D).NOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, AND TOP 4' OFMANHOLE, BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILLMANHOLE BASE PER P-101 & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE.3.EXISTING FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS.CONTRACTOR TO FIELD LOCATE & VERIFY EX ROUTING OF FIREWATERLINE. AHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONEAHEADLANEONE10''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 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PAVING LIMITS12+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 WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANT/////////X''WXXXXXXXCONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.2 May 30, 2024 05:36:43pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101FIRE WATERLINE NOTES701 LF------------MAY 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 2 OF 6C7.2113 OF 146 MATCHLINE, SEE SHEET C7.1 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.H328BPROTECT EXTELEPHONE LINEEX 10" FIRE WATERLINESEE NOTE 3, THIS SHEETCITY OF RENTON 12" WSEE NOTE 3, THIS SHEETPROTECT EX AIR (TYP)PROTECT EX FENCE430 LF257 LF745 LF30 LFPROTECT EX SIPHONLEGENDLEGEND CONT.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C7.3ABANDON 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.DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT,STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVE EXHYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE. 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.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ.CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ.DEMOLISH & REMOVE EX ABOVE GRADE FIRE HYDRANT & GATEVALVE. REMOVE EX HYDRANT TO 90° BEND & CAP FIREWATERLINE. BACKFILL WITH CLSM & RESTORE SURFACE.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 6'(L) X 1'(D). AHEADLANE ONE MPH15 MPH15AHEADLANEONE MPH 15 MPH158''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 AW. PERIMETER RD.EX 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 WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANT/////////X''WXXXXXXXSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.3 May 30, 2024 05:36:50pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101FIRE WATERLINE NOTES417 LF------------MAY 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 3 OF 6C7.3114 OF 146 MATCHLINE, SEE SHEET C7.2 MATCHLINE, SEE SHEET C7.4 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.CITY OF RENTON 12" W AND EX10" FIRE WATERLINE,SEE NOTE 3, THIS SHEETPROTECT CITY OF RENTON 30"STEEL WATER MAIN CASING703 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). MPH15 MPH15MPH 15 MPH15MPH15 MPH 158''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 WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANT/////////X''WXXXXXXXSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.4 May 30, 2024 05:36:57pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101FIRE WATERLINE NOTES------------MAY 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 4 OF 6C7.4115 OF 146 MATCHLINE, SEE SHEET C7.3 676 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.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.LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITHCLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BEBACKFILLED 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 STEELEGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS2'(W) X 3'(L) X 6"(D). 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 WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANT/////////X''WXXXXXXX------------MAY 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 5 OF 6C7.5116 OF 146 MATCHLINE, SEE SHEET C7.2SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.5 May 30, 2024 05:37:05pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101FIRE 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.EX 10" FIRE WATERLINE DIGITIZEDFROM RECORD DRAWINGS. SEENOTE 2, THIS SHEET.PROTECT EX 10"X12" CROSS ANDGATE VALVESEX FIRE HYDRANT H308PER RCD DWGPROTECT EX 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. 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 WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTPROPOSED TAPPING TEEPROPOSED THRUST BLOCKX''WX''W PRD///////////X''WXXXXXXXX------------MAY 202435022.008.021" = 20'DSWSJNSMTWATER IMPROVEMENTS PLAN 6 OF 6C7.6117 OF 146 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C7.6 May 30, 2024 05:37:14pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101FIRE 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 C7.8W/ 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 C7.81-6" GV, FLxRJW/ TB PER CITY OF RENTON STD PLAN 330.1,SHEET C7.88"DI WEX 12"DI W1-6" TEMP DI PLUG, RJ W/2" TEMP BLOW-OFFASSEMBLY PER CITY ORRENTON STD PLAN 340.2,SHEET C7.8W/ 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 C7.81-8" GV, FLxRJW/ TB PER CITY OF RENTON STD PLAN 330.1,SHEET C7.8TESTING 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 C7.3MATCHLINE, SEE SHEET C7.3 LEGENDLEGEND CONT.0SCALE 1" = 204020'NMATCHLINE, SEE SHEET C7.3FIRE WATERLINE NOTES CONT.PROTECT EX 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.RESTORE DISTURBED CONC PER CITY OF RENTON STD PLAN 110.1, SHT C7.7.CENTERLINE YELLOW PROFILED AND EMBOSSED METHYL METHACRYLATE(MMA). LONGITUDINAL CENTERLINE PATTERN PER WSDOT STD PLANM-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. 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 .SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-1 May 30, 2024 05:37:39pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-DTLS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02-DSWSJNSMTWATER DETAILS 1 OF 2C7.7118 OF 146 -1FIRE HYDRANT PROTECTION BOLLARD SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:DTLS-2 May 30, 2024 05:37:44pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C7.0-WATR-DTLS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02-DSWSJNSMTWATER DETAILS 2 OF 2C7.8119 OF 146 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A 7 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:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C8.1 May 30, 2024 05:38:09pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C8.0 - UTILITY ADJUSTMENT.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWHCMSMTUTILITY ADJUSTMENT PLAN 1 OF 4C8.1120 OF 146 MATCHLINE, SEE SHEET C8.2UTILITY ADJUSTMENT NOTESN0SCALE 1" = 408040LEGENDPROTECT EX AIR IN PLACEPROTECT EX COMMNUNICATION DUCT BANK IN PLACEEX AIR LINEEX AIR VAULTEX COMMUNICATIONS DUCT BANKEX COMMUNICATIONS VAULTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONELEGEND CONT.NOTES1.COORDINATE WITH STORM, WATER AND ELECTRICAL SHEETS FORPROTECTION OF EXISTING UTILITIES.2.WHERE ADJUSTMENTS TO GRADE ARE TO OCCUR, RIM ELEVATIONSSHALL BE PER CIVIL SHEETS. AHEADLANEONEAHEADLANEONE AHEADLANEONETAXIWAY ATA X I W A Y A 6RUNWAY 16-34PAVING LIMITSSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C8.2 May 30, 2024 05:38:13pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C8.0 - UTILITY ADJUSTMENT.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWHCMSMTUTILITY ADJUSTMENT PLAN 2 OF 4C8.2121 OF 146 MATCHLINE, SEE SHEET C8.1 MATCHLINE, SEE SHEET C8.3N0SCALE 1" = 408040UTILITY ADJUSTMENT NOTESLEGENDPROTECT EX AIR IN PLACEPROTECT EX COMMNUNICATION DUCT BANK IN PLACEEX AIR LINEEX AIR VAULTEX COMMUNICATIONS DUCT BANKEX COMMUNICATIONS VAULTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONELEGEND CONT.CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1NOTES1.COORDINATE WITH STORM, WATER AND ELECTRICAL SHEETS FORPROTECTION OF EXISTING UTILITIES.2.WHERE ADJUSTMENTS TO GRADE ARE TO OCCUR, RIM ELEVATIONSSHALL BE PER CIVIL SHEETS. AHEADLANE ONE MPH15 MPH15RUNWAY 16-34BOEING FUEL FARMTAXIWAY A4 TAXIWAY A5 TAXIWAY APAVING LIMITSSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C8.3 May 30, 2024 05:38:18pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C8.0 - UTILITY ADJUSTMENT.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWHCMSMTUTILITY ADJUSTMENT PLAN 3 OF 4C8.3122 OF 146 MATCHLINE, SEE SHEET C8.2 MATCHLINE, SEE SHEET C8.4N0SCALE 1" = 408040UTILITY ADJUSTMENT NOTESLEGENDEX AIR LINEEX AIR VAULTEX COMMUNICATIONS DUCT BANKEX COMMUNICATIONS VAULTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEPROTECT EX COMMNUNICATION DUCT BANK IN PLACEPROTECT EX 3" PVC TELEMETRY CONDUITLEGEND CONT.NOTES1.COORDINATE WITH STORM, WATER AND ELECTRICAL SHEETS FORPROTECTION OF EXISTING UTILITIES.2.WHERE ADJUSTMENTS TO GRADE ARE TO OCCUR, RIM ELEVATIONSSHALL BE PER CIVIL SHEETS. MPH15 MPH15176 LFTAXIWAY ARUNWAY 16-34TAXIWAY A3PAVING LIMITSSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C8.4 May 30, 2024 05:38:23pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C8.0 - UTILITY ADJUSTMENT.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWHCMSMTUTILITY ADJUSTMENT PLAN 4 OF 4C8.4123 OF 146 MATCHLINE, SEE SHEET C8.3 MATCHLINE, SEE SHEET C8.5N0SCALE 1" = 408040UTILITY ADJUSTMENT NOTESLEGENDPROTECT EX AIR IN PLACEPROTECT EX COMMNUNICATION DUCT BANK IN PLACEEX AIR LINEEX AIR VAULTEX COMMUNICATIONS DUCT BANKEX COMMUNICATIONS VAULTTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONELEGEND CONT.NOTES1.COORDINATE WITH STORM, WATER AND ELECTRICAL SHEETS FORPROTECTION OF EXISTING UTILITIES.2.WHERE ADJUSTMENTS TO GRADE ARE TO OCCUR, RIM ELEVATIONSSHALL BE PER CIVIL SHEETS. MPH15MPH15TAXIWAY A2TAXIWAY ARUNWAY 16-34TAXIWAY A1 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:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Marx, Harry Sheet Set:RNT_TAXIWAY A REHAB Layout:C8.5 May 30, 2024 05:38:26pm K:\sea_civil\sea_public\090119000.3 - renton airport - taxiway a\08 CADD\plansheets\C8.0 - UTILITY ADJUSTMENT.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'DSWHCMSMTUTILITY ADJUSTMENT PLAN 5 OF 5C8.5124 OF 146 MATCHLINE, SEE SHEET C8.4 N0SCALE 1" = 408040LEGENDTAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONENOTES1.COORDINATE WITH STORM, WATER AND ELECTRICAL SHEETS FORPROTECTION OF EXISTING UTILITIES.2.WHERE ADJUSTMENTS TO GRADE ARE TO OCCUR, RIM ELEVATIONSSHALL BE PER CIVIL SHEETS. 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 MPH15MPH15SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E0.1 May 30, 2024 11:57:12pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\ESOW-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101LEGEND: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.------------MAY 202435022.008.021" = 200'JDBJPTJDBELECTRICAL SCOPE OF WORK PLANE0.1125 OF 146E1.1E2.1E1.2E2.2E1.3E2.3E1.4E2.4E1.5E2.5ADDITIVE 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 MPH15///////////////////////////////// / / / / / / / / / //////TAXIWAY ARUNWAY 16-34T A X I W A Y A 7 KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.1 May 30, 2024 11:59:23pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101ELECTRICAL DEMOLITION NOTESMATCHLINE, SEE SHEET E1.2------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 1 OF 5E1.1126 OF 146N0SCALE 1" = 408040REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, ANDCABLING. PROTECT EXISTING BASECAN IN PLACE.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.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION. PAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE AHEADLANEONE///////////////////////// / / / / / / / / / ///TAXIWAY ATA X I W A Y A 6RUNWAY 16-34CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.2 May 30, 2024 11:59:45pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 2 OF 5E1.2127 OF 146MATCHLINE, 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.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.REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION. AHEADLANE ONE MPH15 MPH15RUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY AKEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.3 May 31, 2024 12:00:07am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 3 OF 5E1.3128 OF 146MATCHLINE, 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 A3KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.4 May 31, 2024 12:00:26am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 4 OF 5E1.4129 OF 146MATCHLINE, 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 A1KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E1.5 May 31, 2024 12:00:48am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 5 OF 5E1.5130 OF 146MATCHLINE, 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. ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15TAXIWAY ARUNWAY 16-34T A X I W A Y A 7 KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.1 May 31, 2024 12:04:12am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5E2.1131 OF 146MATCHLINE, SEE SHEET E2.2ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040GENERAL 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.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE.REINSTALL SALVAGED ELEVATED RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-867BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT.INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.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. ATCT CLEARANCE REQUIREDAHEADLANEONEAHEADLANEONEPAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE AHEADLANEONETAXIWAY ATA X I W A Y A 6RUNWAY 16-34CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.2 May 31, 2024 12:05:21am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5E2.2132 OF 146MATCHLINE, SEE SHEET E2.1 MATCHLINE, SEE SHEET E2.3ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040GENERAL 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.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 SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.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. ATCT CLEARANCE REQUIREDAHEADLANEONE MPH 15 MPH15AHEADLANE ONE MPH15 MPH15RUNWAY 16-34TAXIWAY A4TAXIWAY A5 TAXIWAY AKEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.3 May 31, 2024 12:06:29am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5E2.3133 OF 146MATCHLINE, SEE SHEET E2.2 MATCHLINE, SEE SHEET E2.4ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040GENERAL 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.HOMERUN DUCTBANK ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIREDMPH15MPH 15 AIRCRAFT PARKINGAIRCRAFT PARKINGMPH15 MPH15TAXIWAY ARUNWAY 16-34TAXIWAY A3KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.4 May 31, 2024 12:07:34am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5E2.4134 OF 146MATCHLINE, SEE SHEET E2.3 MATCHLINE, SEE SHEET E2.5ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040GENERAL 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. MPH15MPH15MPH15MPH15TAXIWAY A2 TAXIWAY ARUNWAY 16-34TAXIWAY A1KEYPLANSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.5 May 31, 2024 12:08:49am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5E2.5135 OF 146MATCHLINE, SEE SHEET E2.4ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040GENERAL 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, 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.INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND L-824 NO. 8 5KV TYPE C AIRFIELDCABLING.INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT,ISOLATION TRANSFORMER, AND #8 5KVAIRFIELD CABLING ON NEW L-868 BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.INTERCEPT EXISTING ELECTRICAL HANDHOLE WITH NEW CONDUIT FOR NEW CONDUIT CROSSING UNDERFULL STRENGTH PAVEMENT.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.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE. L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-01STA. 3+10.7790.43' LT.L-867BTWY ABLUE3.01L-02STA. 2+74.0369.70' LT.L-867BTWY ABLUE3.01L-03STA. 2+33.4261.69' LT.L-867BTWY ABLUE3.01L-04STA. 2+13.5392.73' RT.L-867BTWY ABLUE3.01L-05STA. 2+26.9674.99' RT.L-867BTWY ABLUE3.01L-06STA. 2+59.7259.30' RT.L-867BTWY ABLUE3.01L-07STA. 2+97.3959.31' RT.L-867BTWY ABLUE3.01L-08STA. 3+59.7362.59' RT.L-867BTWY ABLUE3.01L-09STA. 4+37.1958.65' RT.L-867BTWY ABLUE3.01L-10STA. 4+62.5756.18' RT.L-867BTWY ABLUE3.01L-11STA. 5+27.2558.88' RT.L-867BTWY ABLUE3.01L-12STA. 5+79.0158.67' RT.L-867BTWY ABLUE3.01L-13STA. 6+31.8757.37' RT.L-867BTWY ABLUE3.01L-14STA. 6+82.0658.49' RT.L-867BTWY ABLUE3.01L-15STA. 6+91.0788.14' RT.L-867BTWY ABLUE3.01L-16STA. 7+41.0587.91' RT.L-867BTWY ABLUE3.01L-17STA. 8+10.5888.00' RT.L-867BTWY ABLUE3.01L-18STA. 8+80.5387.88' RT.L-867BTWY ABLUE3.01L-19STA. 9+29.6287.74' RT.L-867BTWY ABLUE3.01L-20STA. 9+27.8941.57' RT.L-867BTWY ABLUE3.01L-21STA. 9+41.3931.02' RT.L-867BTWY ABLUE3.01L-22STA. 9+91.4731.34' RT.L-867BTWY ABLUE3.01L-23STA. 11+24.4531.37' RT.L-867BTWY ABLUE3.01SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUITNameS-01STA. 3+88.7979.10' RT.E3.04TWY A2MODSIGNL-861 FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILR-01STA. 2+09.7492.89' RT.L-868BCKTYEL | REDE3.01L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-24STA. 13+07.2731.09' RT.L-867BTWY ABLUE3.01L-25STA. 14+90.9031.30' RT.L-867BTWY ABLUE3.01L-26STA. 2+72.9658.21' RT.L-867BTWY ABLUE3.01L-27STA. 2+72.8942.95' RT.L-867BTWY ABLUE3.01L-28STA. 2+86.0435.22' RT.L-867BTWY ABLUE3.01L-29STA. 3+36.5131.58' RT.L-867BTWY ABLUE3.01L-30STA. 3+87.3331.60' RT.L-867BTWY ABLUE3.01L-31STA. 4+19.7137.52' RT.L-867BTWY ABLUE3.01L-32STA. 4+46.4452.79' RT.L-867BTWY ABLUE3.01L-33STA. 3+74.4269.11' LT.L-867BTWY ABLUE3.01L-34STA. 3+62.3244.31' LT.L-867BTWY ABLUE3.01L-35STA. 3+37.2231.40' LT.L-867BTWY ABLUE3.01L-36STA. 3+10.0930.97' LT.L-867BTWY ABLUE3.01L-37STA. 2+83.9732.12' LT.L-867BTWY ABLUE3.01L-38STA. 2+24.3642.78' LT.L-867BTWY ABLUE3.01L-39STA. 2+03.7756.31' LT.L-867BTWY ABLUE3.01L-40STA. 1+78.8699.50' LT.L-867BTWY ABLUE3.01L-41STA. 19+60.8230.83' RT.L-867BTWY ABLUE3.01L-42STA. 21+14.5230.83' RT.L-867BTWY ABLUE3.01L-43STA. 22+68.6130.80' RT.L-867BTWY ABLUE3.01L-50STA. 5+53.6896.38' RT.L-867BTWY ABLUE3.01SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUITNameS-02STA. 11+48.5660.53' RT.E3.04TWY A1MODSIGNS-03STA. 14+97.0257.81' RT.E3.04TWY A1MODSIGNS-04STA. 3+48.1659.77' RT.E3.04TWY A2MODSIGNS-05STA. 2+97.4457.44' LT.E3.04TWY A4MODSIGNL-850C FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILR-02STA. 4+33.2324.76' RT.L-868BCKTWHT | WHTE3.02L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-44STA. 23+73.3530.98' RT.L-867BTWY ABLUE3.01L-45STA. 3+24.8980.99' RT.L-867BTWY ABLUE3.01L-46STA. 3+17.4858.51' RT.L-867BTWY ABLUE3.01L-47STA. 3+28.3035.00' RT.L-867BTWY ABLUE3.01L-48STA. 3+54.9325.82' RT.L-867BTWY ABLUE3.01L-49STA. 4+58.5550.04' RT.L-867BTWY ABLUE3.01L-51STA. 4+16.6353.62' LT.L-867BTWY ABLUE3.01L-52STA. 4+12.7350.49' LT.L-867BTWY ABLUE3.01L-53STA. 4+23.1634.45' LT.L-867BTWY ABLUE3.01L-54STA. 4+05.4423.83' LT.L-867BTWY ABLUE3.01L-55STA. 3+56.2024.59' LT.L-867BTWY ABLUE3.01L-56STA. 3+07.7325.35' LT.L-867BTWY ABLUE3.01L-57STA. 2+57.9027.06' LT.L-867BTWY ABLUE3.01L-58STA. 2+20.4935.49' LT.L-867BTWY ABLUE3.01L-59STA. 1+86.5956.81' LT.L-867BTWY ABLUE3.01L-60STA. 27+14.3130.61' RT.L-867BTWY ABLUE3.01L-61STA. 2+30.7377.29' RT.L-867BTWY ABLUE3.01L-62STA. 2+46.1741.63' RT.L-867BTWY ABLUE3.01L-63STA. 2+82.8726.70' RT.L-867BTWY ABLUE3.01L-64STA. 3+16.9127.15' RT.L-867BTWY ABLUE3.01L-65STA. 3+51.1527.51' RT.L-867BTWY ABLUE3.01L-66STA. 3+79.1042.29' RT.L-867BTWY ABLUE3.01L-67STA. 3+91.0868.71' RT.L-867BTWY ABLUE3.01L-68STA. 3+78.3041.16' LT.L-867BTWY ABLUE3.01L-69STA. 3+52.5128.68' LT.L-867BTWY ABLUE3.01L-70STA. 3+16.4627.85' LT.L-867BTWY ABLUE3.01L-71STA. 2+82.0527.53' LT.L-867BTWY ABLUE3.01L-72STA. 2+45.5442.91' LT.L-867BTWY ABLUE3.01L-73STA. 2+30.9879.12' LT.L-867BTWY ABLUE3.01L-74STA. 30+17.1830.78' RT.L-867BTWY ABLUE3.01L-75STA. 30+88.6930.97' RT.L-867BTWY ABLUE3.01L-76STA. 32+09.5731.14' RT.L-867BTWY ABLUE3.01L-77STA. 33+30.9630.94' RT.L-867BTWY ABLUE3.01L-78STA. 34+51.8531.18' RT.L-867BTWY ABLUE3.01L-79STA. 35+23.0031.01' RT.L-867BTWY ABLUE3.01SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUITNameS-06STA. 3+24.0351.20' LT.E3.04TWY A4MODSIGNS-07STA. 26+60.7558.12' RT.E3.04TWY A1MODSIGNS-08STA. 2+88.2456.24' RT.E3.04TWY A2MODSIGNS-09STA. 3+01.2156.22' LT.E3.04TWY A4MODSIGNL-850C FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILR-03STA. 4+37.7432.65' LT.L-868BCKTWHT | WHTE3.02L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-100STA. 45+46.6431.14' RT.L-867BTWY ABLUE3.01L-101STA. 46+52.9531.06' RT.L-867BTWY ABLUE3.01L-102STA. 47+02.6931.30' RT.L-867BTWY ABLUE3.01L-80STA. 35+72.9431.12' RT.L-867BTWY ABLUE3.01L-81STA. 2+31.4130.60' RT.L-867BTWY ABLUE3.01L-82STA. 3+19.5825.34' RT.L-867BTWY ABLUE3.01L-83STA. 4+06.6224.98' RT.L-867BTWY ABLUE3.01L-84STA. 4+21.4934.53' RT.L-867BTWY ABLUE3.01L-85STA. 4+12.4749.58' RT.L-867BTWY ABLUE3.01L-86STA. 4+15.7952.88' RT.L-867BTWY ABLUE3.01L-88STA. 5+68.63111.88' LT.L-867BTWY ABLUE3.01L-89STA. 5+05.6572.58' LT.L-867BTWY ABLUE3.01L-90STA. 4+38.3742.70' LT.L-867BTWY ABLUE3.01L-91STA. 3+66.4625.32' LT.L-867BTWY ABLUE3.01L-92STA. 3+34.3638.32' LT.L-867BTWY ABLUE3.01L-93STA. 3+23.9762.62' LT.L-867BTWY ABLUE3.01L-94STA. 37+67.9531.18' RT.L-867BTWY ABLUE3.01L-95STA. 38+16.9731.21' RT.L-867BTWY ABLUE3.01L-96STA. 39+23.3731.27' RT.L-867BTWY ABLUE3.01L-97STA. 40+79.1131.34' RT.L-867BTWY ABLUE3.01L-98STA. 42+35.0231.18' RT.L-867BTWY ABLUE3.01L-99STA. 43+91.2331.17' RT.L-867BTWY ABLUE3.01SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUITNameS-11STA. 2+53.5960.87' RT.E3.04TWY A2MODSIGNS-12STA. 3+45.6348.93' LT.E3.04TWY A4MODSIGNS-13STA. 46+24.8657.90' RT.E3.04TWY A1MODSIGNL-850C FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILR-04STA. 4+79.9711.18' LT.L-868BCKTWHT | WHTE3.02L-861T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILL-103STA. 47+78.2538.66' RT.L-867BTWY ABLUE3.01L-104STA. 48+53.1446.31' RT.L-867BTWY ABLUE3.01L-105STA. 2+61.1563.91' RT.L-867BTWY ABLUE3.01L-106STA. 2+98.0449.05' RT.L-867BTWY ABLUE3.01L-107STA. 3+27.4446.75' RT.L-867BTWY ABLUE3.01L-108STA. 3+59.3044.16' RT.L-867BTWY ABLUE3.01L-109STA. 3+82.3249.75' RT.L-867BTWY ABLUE3.01L-110STA. 3+82.9256.69' LT.L-867BTWY ABLUE3.01L-111STA. 3+56.9243.81' LT.L-867BTWY ABLUE3.01L-112STA. 3+28.4145.79' LT.L-867BTWY ABLUE3.01L-113STA. 2+94.1048.31' LT.L-867BTWY ABLUE3.01L-114STA. 50+55.8093.06' RT.L-867BTWY ABLUE3.01L-115STA. 51+13.8592.95' RT.L-867BTWY ABLUE3.01L-116STA. 51+73.4492.52' RT.L-867BTWY ABLUE3.01L-117STA. 52+17.9391.95' RT.L-867BTWY ABLUE3.01L-118STA. 52+18.6666.22' RT.L-867BTWY ABLUE3.01L-119STA. 52+18.6131.01' RT.L-867BTWY ABLUE3.01L-120STA. 52+79.6731.41' RT.L-867BTWY ABLUE3.01L-121STA. 53+36.5831.39' RT.L-867BTWY ABLUE3.01L-122STA. 53+89.9334.64' RT.L-867BTWY ABLUE3.01L-123STA. 54+44.4939.98' RT.L-867BTWY ABLUE3.01L-124STA. 54+99.5744.40' RT.L-867BTWY ABLUE3.01L-125STA. 55+56.5847.19' RT.L-867BTWY ABLUE3.01L-126STA. 56+01.0356.73' RT.L-867BTWY ABLUE3.01L-852T FIXTURE DATA TABLEFIXT-NUMSTAOFFBASECIRCUITLensDETAILLT-01STA. 56+03.1138.41' LT.L-868BTWY ABLUE3.01LT-02STA. 55+64.4130.18' LT.L-868BTWY ABLUE3.01LT-03STA. 55+24.3329.75' LT.L-868BTWY ABLUE3.01SIGN DATA TABLESIGN-NUMSTAOFFDETAILCIRCUITNameS-14STA. 3+10.6975.32' RT.E3.04TWY A4MODSIGNS-15STA. 55+18.2872.03' RT.E3.04TWY A2MODSIGNHANDHOLE DATA TABLEHH-NUMSTAOFFDETAILHH-01STA. 55+65.5548.21' RT.E3.05SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E2.6 May 31, 2024 12:09:29am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.021" = 40'JDBJDBJPTELECTRICAL LIGHTING AND SIGNAGE TABLESE2.6136 OF 146 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.1 May 31, 2024 12:13:44am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02N/AJDBJPTJDBELECTRICAL DETAILS 1 OF 5E3.1137 OF 146(E) L-867 BASECAN6' COIL OF SLACK CONDUCTOR (FROM CONDUITTO 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 STDS6' 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 12" 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" ------------MAY 202435022.008.021" = 40'DSWCEFCTHELECTRICAL DETAILS 2 OF 5E3.2138 OF 146ASPHALT 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 FIXTURESCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.2 May 31, 2024 12:13:54am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------MAY 202435022.008.021" = 40'DSWCEFCTHELECTRICAL DETAILS 3 OF 5E3.3139 OF 146NEW 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 SIGNBASEPROPOSEDGRADINGSCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.3 May 31, 2024 12:13:58am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101EXISTING 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 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.4 May 31, 2024 12:14:01am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02N/AJDBJPTJDBELECTRICAL DETAILS 4 OF 5E3.4140 OF 1461.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 SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:E3.5 May 31, 2024 12:14:06am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02N/AJDBJPTJDBELECTRICAL DETAILS 5 OF 5E3.5141 OF 146ALL 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) ASMANUFACTURED BY D & LFOUNDRY, INC, WITH HOLD DOWNBOLTS IN FOUR CORNERS (OREQUAL).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) SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:AIRFIELD LIGHTING VAULT DEMOLITION PLAN May 31, 2024 12:18:06am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E4.0-VAULT IMPROVEMENT-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02N/AJDBJPTJDBAIRFIELD LIGHTING VAULT DEMOLITION PLANE4.1142 OF 146SYMEQUIPMENT 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" SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN May 31, 2024 12:18:12am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E4.0-VAULT IMPROVEMENT-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02N/AJDBJPTJDBAIRFIELD LIGHTING VAULT RECONFIGURATION PLANE4.2143 OF 146SYMEQUIPMENT 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" SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:ADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN May 31, 2024 12:19:33am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E4.0-VAULT IMPROVEMENT-AA-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------MAY 202435022.008.02N/AJDBJPTJDBADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT BUILDING PLANE4.1-A145 OF 146SYMDESCRIPTIONCAPACITYACCESSORIESREMARKSELEC.WT.HPKWDESCRIPTION & MANUFACTURERSYMLAMPSMECHANICAL EQUIPMENT SCHEDULE4' 2-LAMP SURFACE MOUNTED VAPORTIGHT ENCLOSED INDUSTRIAL STRIP WITH 0° COLD WEATHER ELECTRONICBALLAST, IMPACT RESISTANT POLY CARBONATE LENS, 120VSURFACE MOUNTED 70 WATT 4000K LED WALL PACK WITH INTEGRAL PHOTOELECTRIC CELL, 120VNOTES: INSTALL ALL NEW CONDUITS AND J-BOXES REQUIRED FOR INTERIOR VAULT LIGHTINGSYSTEM ON UNISTRUT. COORDINATE WITH BUILDING MANUFACTURER FOR EXTERIOR LIGHTING ANDCONDUIT PENETRATIONS.INLINE SIDEWALL EXHAUSTFAN - DIRECT DRIVEELECTRIC UNIT HEATER210 CFM @ 0.6 E.S.P.50,000 BTU/HOURINLET GUARD, MOTORIZEDINSULATED BAROMETRIC DAMPER(ICD-45, 18"x18", PARALLELBLADES), SHELF MOUNTED WITHNEOPRENE ISOLATOR KITWALL/CEILING BRACKET, REMOTESPACE THERMOSTAT - 1 STAGEHEATING, 1 STAGE COOLING1/6H.P.360WATT41LBS---CEILING MOUNTED,PROVIDE HARDPOINTS IN ROOFDECK.55LBS208V1ΙΈ15KWLED LAMPSAND DRIVER(2) F32 T-8COOL WHITEDOOR LOUVER,EXTRUDED ALUMINUM,24"x24"0.6" STATIC PRESSUREDROP AT 210 CFM INTAKEBIRDSCREEN, 24"x24"x1" THICKTHROW-AWAY FILTER, FIELDFABRICATED FILTER FRAMEATTACHED TO INSIDE OF DOORLOUVER.---------------------1.THE EXHAUST FAN (EF-1) SHALL BE USED FOR VENTILATING THE SPACE, THE ELECTRIC UNIT HEATER (EHU-1) SHALL BE USED FOR HEATINGTHE SPACE.2.UPON A CALL FOR HEATING (65°F ADJUSTABLE) EHU-1 SHALL BE ENERGIZED AND SHALL OPERATE UNTIL THE SPACE THERMOSTAT ISSATISFIED.3.UPON A CALL FOR COOLING (80°F ADJUSTABLE) EF-1 SHALL START AND SHALL OPERATE UNTIL THE SPACE THERMOSTAT IS SATISFIED.4.BETWEEN THE HEATING AND COOLING SETPOINTS, BOTH EF-1 AND EHU-1 SHALL BE LOCKED OUT.WALL LOUVER, EXTRUDEDALUMINUM, DRAINABLE,18"x18"x WALL THICKNESS----FLANGED FRAME, INSECTSCREEN,---------------------1.THE L-854 RADIO CONTROLLER SHALL MATCH THE FUNCTIONALITY OF THE EXISTING L-854 IN THE EXISTINGREGULATOR BUILDING.2.COORDINATE WITH GENERAL CONTRACTOR, BUILDING MANUFACTURER, CONCRETE CONTRACTOR, ANDSTRUCTURAL ENGINEER FOR ALL CONDUIT PENETRATIONS AND EQUIPMENT LOCATIONS.3.ALL EQUIPMENT AND CONDUIT SHALL BE MOUNTED TO UNISTRUT CONNECTED TO PRE-FABRICATED HARDPOINTS IN THE WALLS AND ROOF. NO MODIFICATIONS TO THE BUILDING SHALL BE ALLOWED WITHOUTWRITTEN DIRECTION FROM THE BUILDING MANUFACTURER AND ENGINEER.4.ALL EXPOSED EXTERIOR CONDUIT SHALL BE RGS. SEE SPEC SECTION L-100.5.PHOTOCELL WILL BRING ON TAXIWAY LIGHTS AT STEP 1 (LOWEST INTENSITY SETTING). THE L-854 RADIOWILL THEN BE USED TO INCREASE TAXIWAY LIGHTING INTENSITY. OPERATION WILL BE COORDINATEDBETWEEN THE ENGINEER, THE AIRPORT, AND THE CONTRACTOR.CONDUIT RUN IN OR ON CEILING OR WALLHASH MARKS INDICATE NUMBER OF #12 AWG CONDUCTORS IN CONDUIT. NO MARKSINDICATE 2 #12'S. DOES NOT INCLUDE GROUND WIRE. IF NON-METALLICCONDUIT ADDGROUND PER NEC.HOMERUN TO PANEL WITH PANEL AND CIRCUIT INDICATEDFLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTINGINCANDESCENT OR H.I.D. FIXTURE - CEILING OR WALL MOUNTED. SEE FIXTURESCHEDULESINGLE POLE SWITCH +48" AFFTIMER SWITCH +48" AFFTHERMOSTAT +60" AFF120V DUPLEX CONVENIENCE RECEPTACLE +18" AFFENCLOSED CIRCUIT BREAKER DISCONNECT +5-0" AFGJUNCTION BOX AS REQUIRED BY NATIONAL ELECTRIC CODEELECTRICAL PANELBOARD - SURFACE MOUNTEDDASHED DEVICES, LIGHT FIXTURES, ETC. - FUTURE EQUIPMENTABOVE FINISHED FLOORWITHTRANSFORMERLIGHT FIXTURE DESIGNATION & WATTAGE. SEE FIXTURE SCHEDULEMECHANICAL EQUIPMENT DESIGNATION.GROUND BUSNEUTRAL BUSNOTE: ALL MOUNTING HEIGHTS AS INDICATED UNLESS NOTED OTHERWISE. ALL SYMBOLSMAY NOT BE USED ON PROJECTS.ELECTRICAL SYMBOL LIST .LIGHT FIXTURE SCHEDULESURFACE MOUNTED OUTLET,18" AFF (TYP. 4) RUN CONDUITALONG UNISTRUT.+7'-0"REMOTE THERMOSTATFOR EUH-1 & EF-1MOUNT LIGHT TOUNISTRUT (TYP.)+0'-42"LA-16LV-18LV-16LV-(20,22)GROUND ROD.#4/0 B.C. GROUND RINGTO INTERNAL GROUND RING.PROVIDED EMBEDDED HARDPOINTS ON EXTERIOR WALL FOREQUIPMENT MOUNTING.TO 3/8" x 10" COPPER AIR TERMINAL ON THEROOF VIA 1" PVC CONDUIT.GFCI OUTLET WITH OUTDOORIN-USE WEATHER ENCLOSURE.H-20 POWERHANDHOLEPHOTOCELL FOR AIRFIELD LIGHTINGCONTROLGROUND ROD.16.00'16.00'6.00'TYP.ELECTRICAL SHEET NOTES . SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:ADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLA May 31, 2024 12:19:38am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E4.0-VAULT IMPROVEMENT-AA-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101SYMDESCRIPTIONSYM(N) 40"x31.5"x31.5" 7.5 KW (208V) L-828 REGULATOR, 3 STEP(TAXIWAY A LIGHTS AND SIGNS)(E) L-854 RADIO CONTROLLER(E) 20"x48" PANEL 'LA', 120/240V, 225A MCB , 1 PHASE, 3 WIRE,SURFACE MOUNTED1.THE L-854 RADIO CONTROLLER SHALL MATCH THE FUNCTIONALITY OF THE EXISTING L-854 IN THE EXISTINGREGULATOR BUILDING.2.COORDINATE WITH GENERAL CONTRACTOR, BUILDING MANUFACTURER, CONCRETE CONTRACTOR, ANDSTRUCTURAL ENGINEER FOR ALL CONDUIT PENETRATIONS AND EQUIPMENT LOCATIONS.3.ALL EQUIPMENT AND CONDUIT SHALL BE MOUNTED TO UNISTRUT CONNECTED TO PRE-FABRICATED HARDPOINTS IN THE WALLS AND ROOF. NO MODIFICATIONS TO THE BUILDING SHALL BE ALLOWED WITHOUTWRITTEN DIRECTION FROM THE BUILDING MANUFACTURER AND ENGINEER.4.ALL EXPOSED EXTERIOR CONDUIT SHALL BE RGS. SEE SPEC SECTION L-100.5.PHOTOCELL WILL BRING ON TAXIWAY LIGHTS AT STEP 1 (LOWEST INTENSITY SETTING). THE L-854 RADIOWILL THEN BE USED TO INCREASE TAXIWAY LIGHTING INTENSITY. OPERATION WILL BE COORDINATEDBETWEEN THE ENGINEER, THE AIRPORT, AND THE CONTRACTOR.DESCRIPTION(E) 20"x32"x72" ATS(E) ATS MONITORING SYSTEMNOTES: INSTALL ALL NEW CONDUITS AND J-BOXES REQUIRED FOR VAULT EQUIPMENT SYSTEM ON UNISTRUT CONNECTED TO PREFABRICATEDHARD POINTS. COORDINATE WITH BUILDING MANUFACTURER FOR EXTERIOR CONDUIT PENETRATIONS AND EXTERIOR EQUIPMENT MOUNTING.CONDUIT RUN IN OR ON CEILING OR WALLHASH MARKS INDICATE NUMBER OF #12 AWG CONDUCTORS IN CONDUIT. NO MARKSINDICATE 2 #12'S. DOES NOT INCLUDE GROUND WIRE. IF NON-METALLICCONDUIT ADDGROUND PER NEC.HOMERUN TO PANEL WITH PANEL AND CIRCUIT INDICATEDFLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTINGINCANDESCENT OR H.I.D. FIXTURE - CEILING OR WALL MOUNTED. SEE FIXTURESCHEDULESINGLE POLE SWITCH +48" AFFTIMER SWITCH +48" AFFTHERMOSTAT +60" AFF120V DUPLEX CONVENIENCE RECEPTACLE +18" AFFENCLOSED CIRCUIT BREAKER DISCONNECT +5-0" AFGJUNCTION BOX AS REQUIRED BY NATIONAL ELECTRIC CODEELECTRICAL PANELBOARD - SURFACE MOUNTEDDASHED DEVICES, LIGHT FIXTURES, ETC. - FUTURE EQUIPMENTABOVE FINISHED FLOORWITHTRANSFORMERLIGHT FIXTURE DESIGNATION & WATTAGE. SEE FIXTURE SCHEDULEMECHANICAL EQUIPMENT DESIGNATION.GROUND BUSNEUTRAL BUSNOTE: ALL MOUNTING HEIGHTS AS INDICATED UNLESS NOTED OTHERWISE. ALL SYMBOLSMAY NOT BE USED ON PROJECTS.ELECTRICAL EQUIPMENT SCHEDULE(N) 40"x31.5"x31.5" 7.5 KW (208V) L-828 REGULATOR, 3 STEP(TAXIWAY B LIGHTS AND SIGNS)(N) 40"x31.5"x31.5" 10 KW (208V) L-828 REGULATOR, 3 STEP(RUNWAY LIGHTS AND SIGNS)(N) 40"x31.5"x31.5" 10 KW (208V) L-828 REGULATOR, 3 STEP(SPARE)(N) L-841 RELAY CABINET(N) PATCH PANEL(E) 7.16" x 3.89" x 3.67" BOOST TRANSFORMER16.00'16.00'0.50'0.50'0.50'------------MAY 202435022.008.02N/AJDBJPTJDBADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAE4.2-A146 OF 146 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 MPH15MPH15SCALES ACCORDINGLY.THIS SHEET, ADJUSTIF NOT ONE INCH ON 0" 1"ORIGINAL DRAWING.BAR IS ONE INCH ONVERIFY SCALESAPPRBYNO.DATEREVISIONSSHEET NO.DRAWING NO.DATE:PROJECT NO:SCALE:CHECKED BY:DRAWN BY:DESIGNED BY:PRELIMINARYNOT FOR CONSTRUCTIONR 90% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:RNT_TAXIWAY A REHAB Layout:TAXIWAY A CIRCUIT MAP May 31, 2024 12:20:54am \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E5.0-CIRCUIT MAP-090119000.dwg © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101NORTH------------MAY 202435022.008.021" = 40'JDBJPTJDBTAXIWAY A CIRCUIT MAPE5.1144 OF 146'160* 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 '