The URL can be used to link to this page

Home My WebLink AboutP_Civil_Construction_Plans_240513_v1.pdfAHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONE MPH15MPH15 MPH15MPH15 MPH15MPH15MPH15PAVED PARKINGSCALES 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 98021R60% DESIGNAPRIL 202435022.008.02AS NOTEDGJRDMYDMYCOVER SHEETG0.11 OF 79CITY OF RENTONRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTSAIP #3-53-0055-032-2023APRIL 2024SITE MAPNO SCALEVICINITY MAPNO SCALEPROJECTLOCATIONAPPROXIMATEWORK AREANNSHEET INDEXSHEET NUMBERDRAWING NUMBERDRAWING TITLE1G0.1COVER SHEET2G0.2LEGEND AND ABBREVIATIONS3G1.1SITE & 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, 2, R1 AND R29G2.6CONSTRUCTION SAFETY & PHASING WORK AREA 3, 4, R3 AND R4&510G2.7CONSTRUCTION SAFETY & PHASING WORK AREA 5, 6, R4&5 AND R611G2.8CONSTRUCTION SAFETY & PHASING WORK AREA 7, 8 AND R7&812G2.9CONSTRUCTION SAFETY & PHASING WORK AREA 9, 10, R9 AND R1013G2.10CONSTRUCTION SAFETY & PHASING WORK AREA 11, R11 AND R1214G2.11CONSTRUCTION SAFETY & PHASING WORK AREA F1 & F215G2.12CONSTRUCTION SAFETY & PHASING WORK AREA F316C0.1PAVEMENT 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 521C1.1TAXIWAY A & A7 PLAN & PROFILE STA 0+00 TO 11+6022C1.2TAXIWAY A PLAN & PROFILE STA 11+60 TO 23+4023C1.3TAXIWAY A PLAN & PROFILE STA 23+40 TO 35+4024C1.4TAXIWAY A PLAN & PROFILE STA 35+40 TO 47+4025C1.5TAXIWAY A & A1 PLAN & PROFILE STA 47+40 TO 57+3326C1.6TAXIWAY A2 PLAN & PROFILE27C1.7TAXIWAY A3 PLAN & PROFILE28C1.8TAXIWAY A4 PLAN & PROFILE29C1.9TAXIWAY A5 PLAN & PROFILE30C1.10TAXIWAY A6 PLAN & PROFILE31C1.11PAVING DETAILS32C3.1PAVEMENT MARKING PLAN 1 OF 533C4.2PAVEMENT MARKING PLAN 2 OF 534C4.3PAVEMENT MARKING PLAN 3 OF 535C4.4PAVEMENT MARKING PLAN 4 OF 536C4.5PAVEMENT MARKING PLAN 5 OF 537C5.1EROSION CONTROL PLAN 1 OF 538C5.2EROSION CONTROL PLAN 2 OF 539C5.3EROSION CONTROL PLAN 3 OF 540C5.4EROSION CONTROL PLAN 4 OF 541C5.5EROSION CONTROL PLAN 5 OF 542C5.6EROSION CONTROL DETAILS -143C6.1STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 544C6.2STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 545C6.3STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 546C6.4STORM DRAINAGE IMPROVEMENTS PLAN 4 OF 547C6.5STORM DRAINAGE IMPROVEMENTS PLAN 5 OF 548C6.6UNDERDRAIN PLAN 1 OF 549C6.7UNDERDRAIN PLAN 2 OF 550C6.8UNDERDRAIN PLAN 3 OF 551C6.9UNDERDRAIN PLAN 4 OF 552C6.10UNDERDRAIN PLAN 5 OF 553C6.11STORM DRAINAGE DETAILS - 154C6.12STORM DRAINAGE DETAILS - 255C7.1WATER IMPROVEMENTS PLAN 1 OF 656C7.2WATER IMPROVEMENTS PLAN 2 OF 657C7.3WATER IMPROVEMENTS PLAN 3 OF 658C7.4WATER IMPROVEMENTS PLAN 4 OF 659C7.5WATER IMPROVEMENTS PLAN 5 OF 660C7.6WATER IMPROVEMENTS PLAN 6 OF 661C7.7WATER DETAILS - 162C7.8WATER DETAILS - 263C8.1UTILITY ADJUSTMENT PLAN 1 OF 564C8.2UTILITY ADJUSTMENT PLAN 2 OF 565C8.3UTILITY ADJUSTMENT PLAN 3 OF 566C8.4UTILITY ADJUSTMENT PLAN 4 OF 567C8.5UTILITY ADJUSTMENT PLAN 5 OF 568E0.1ELECTRICAL SCOPE OF WORK PLAN69E1.1ELECTRICAL DEMOLITION PLAN 1 OF 570E1.2ELECTRICAL DEMOLITION PLAN 2 OF 571E1.3ELECTRICAL DEMOLITION PLAN 3 OF 572E1.4ELECTRICAL DEMOLITION PLAN 4 OF 573E1.5ELECTRICAL DEMOLITION PLAN 5 OF 574E2.1ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 575E2.2ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 576E2.3ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 577E2.4ELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 578E2.5ELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 579E3.1ELECTRICAL DETAILS80E3.2ELECTRICAL DETAILS81E3.3ELECTRICAL DETAILS82E4.1AIRFIELD LIGHTING VAULT DEMOLITION PLAN83E4.2AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN84E5.1TAXIWAY A CIRCUIT MAP85E4.1-AADDITIVE ALT - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN86E4.2-AADDITIVE ALT - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAN 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\01_G0.1 COVER SHEET.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNAPRIL 202435022.008.02AS NOTEDGJRSAWDMYLEGEND AND ABBREVIATIONSG0.22 OF 79CITY OF RENTONRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTSAIP #3-53-0055-032-2023APRIL 2024LEGENDEXISTING THRESHOLD SITING SURFACEEXISTING RUNWAY SAFETY AREAEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY OBSTACLE FREE ZONEEXISTING RUNWAY PROTECTION ZONEEXISTING TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED CONTRACTOR HAUL ROUTEEXISTING CHAIN LINK FENCEPROPOSED SAWCUTEXISTING STORM DRAINEXISTING WATER LINEEXISTING ELECTRICAL LINEPROPOSED ELECTRICAL LINEEXISTING EDGE REFLECTOREXISTING AIRFIELD LIGHTPROPOSED AIRFIELD LIGHTEXISTING AIRFIELD LIGHT BASEEXISTING ELECTRICAL HANDHOLEEXISTING BASECAN HANDHOLEEXISTING REILEXISTING AIRFIELD SIGNPROPOSED AIRFIELD SIGNPPABBREVIATIONSACASPHALT 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 DRAINSTASTATIONTYPTYPICALWWATER AHEADLANEONEAHEADLANEONE AHEADLANEONEAHEADLANEONEMPH15TW A1-A-A7 STA 0+00.00E: 1298990.001N: 180379.657TW A1-A-A7 STA 2+26.69E: 1298764.114N: 180360.622TW A1-A-A7 STA 5+01.58E: 1298575.038N: 180520.310R175'TW A6 STA 0+00.00E: 1298287.878N: 181857.901TW A6 STA 6+00.00E: 1298832.448N: 181606.0226+ 4 7 2+ 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+00502N: 180241.2658E: 1298550.1818EL: 30.013MONUMENT IN CASESTA: 3+46.70OFF: 179.93' L2+004+00TW A4 STA 6+00.00E: 1298773.220N: 182932.183TW A4 STA 0+00.00E: 1298175.339N: 182881.8027+262+004+006+001+002+003+004+005+00 0+002+004+006+007+26517N: 185628.3320E: 1298446.4015EL: 24.107MONUMENT IN CASESTA: 57+31.47OFF: 96.50' LMPH15MPH15MPH15MPH15 MPH 15 MPH1558+31 32+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: 183996.322TW-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: 185521.616R 1 7 5 'TW A1-A-A7 STA 58+00.00E: 1298522.789N: 185537.927SCALES 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 98021R60% DESIGN0SCALE 1" = 100200100'NAPRIL 202435022.008.02AS NOTEDGJRSAWDMYSITE & SURVEY CONTROL PLANG1.13 OF 79SURVEY 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 = 25.610').LEGENDCONTROL MONUMENTMATCHLINE, 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 WA 4WA 5WA R5 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 98021R60% 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 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 2. WORK AREA #2 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 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 - ALL WORK SCHEDULES 8. WORK AREA #8 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 9. WORK AREA #9 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 10. WORK AREA #10 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 11. WORK AREA #11 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 12. WORK AREA #R1 - SCHEDULE A 13. WORK AREA #R2 - SCHEDULE A 14. WORK AREA #R3 - SCHEDULE A 15. WORK AREA #R4&5 - SCHEDULE A 16. WORK AREA #R6 - SCHEDULE A 17. WORK AREA #R7&8 - SCHEDULE A 18. WORK AREA #R9 - SCHEDULE A 19. WORK AREA #R10 - SCHEDULE A 20. WORK AREA #R11 - SCHEDULE A 21. WORK AREA #R12 - SCHEDULE A 22. WORK AREA #F1 - SCHEDULE A 23. WORK AREA #F2 - SCHEDULE A 24. WORK AREA #F3 - SCHEDULE ATOTAL CONSTRUCTION TIME = 168 DAYSWA #1 =21 DAYS2G2.3CONSTRUCTION TIMELINENO SCALEBEGIN WORK 2025 END WORK 2025NOTES:1.THE WORD "DAYS" IN THIS DETAIL REFERS TOCONTINUOUS CALENDAR DAYS.WA #2 =21 DAYSWA #3 =21 DAYSWA #4 =21 DAYSWA #5 =21 DAYSWA #6 =21 DAYSWA #7 =21 DAYSWA #8 =21 DAYSWA #R1 =14 DAYSWA #R4&5 =21 DAYSWA #R7&8 =21 DAYSTOTAL CONSTRUCTION TIME = 63 DAYSWA #9 =21 DAYSBEGIN WORK 2026 END WORK 2026WA #10 =21 DAYSWA #11 =21 DAYSWA #R9 =14 DAYSWA #R11 =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 R12= 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 R2, WA R3, WA R4&5, WA R6, WAR7&8, WA R9, WA R10, WA R11 AND WA R12.3.WORK IN WA 1 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R1.4.WORK IN WA 2 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R2.5.WORK IN WA 3 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R3.6.WORK IN WA 4 AND WA 5 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R4&5.7.WORK IN WA 6 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R6.8.WORK IN WA 7 AND WA 8 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R7&8.9.WORK IN WA 9 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R9.10.WORK IN WA 10 MAY BE ACCESSED DURING THE SWING SHIFT WORK WA R10.11.WORK IN WA 11 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R11.12.WA F1, WA F2, WA F3 AND WA R12 CAN BE CONCURRENT WITH ALL OTHER WORK AREAS .13.SIGNS AND SURFACE SIGNS MUST MATCH RUNWAY DESIGNATIONS (NUMERALS) PRIOR TOOPENING A SPECIFIC RUNWAY.14.CONTRACTOR SHALL BE PREPARED TO COVER ("BAG") SIGNS AND/OR BLACKEN (PAINT)SURFACE SIGNS IF DIRECTED BY THE AIRPORT, AT NO ADDITIONAL COST.15.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 BEFORE 10:00PM. FULL CLOSURE OF RUNWAY 16-34 IS REQUIRED DURING SWINGSHIFT 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 OF SWING SHIFT WORK TO ALLOWFOR CONTRACTOR CLEANUP, OWNER INSPECTIONS OF THE WORK AREAS, OWNER INSPECTIONS OF THE RUNWAYS AND TAXIWAYS, AND OWNER AUTHORIZATION FOR RUNWAY ANDTAXIWAY OPENINGS.2. "PAVEMENT CURING PERIOD" SHALL MEAN THE PERIOD OF TIME BEGINNING THE DAY AFTER THE LAST DAY OF PAVING AND ENDING 30 CALENDAR DAYS AFTER THE LAST DAY OF PAVING.WA #R2 =14 DAYSWA #R3 =14 DAYSWA #R6 =14 DAYSWA #R10 =14 DAYSAPRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 1 OF 2G2.36 OF 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\04_G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% 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-CONNECTINGPINS10"10"6' - 0"VARIES8' - 0"WORK IN PROGRESSAPRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY AND PHASINGNOTES & DETAILS 2 OF 2G2.47 OF 79WORK IN PROGRESSG2.44SCALE: 1" = 100'TEMPORARY LIGHT AND SIGN COVER DETAILG2.42NO SCALEFOD BARRIER DETAILG2.41NO SCALELOW LEVEL BARRICADE DETAILWORK IN PROGRESSG2.43NO SCALERUNWAY LIGHTED "X" DETAIL 51+0052+0053+0054+0055+0056+0057+00 46+0047+0048+0049+0050+0051+0052+0053+000+001+002+003+004+005+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\05_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 1 AND 2.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNWA 10SCALE 1" = 50'100'50'NPHASE 1STAGING AREA 1RUNWAY 16-34TAXIWAY A2TAXIWAY A1TAXIWAY AGATE V-1WA R1RUNWAY 16-34TAXIWAY AGATE V-2WA R2WA 22G2.5WORK AREA 1 AND R1 PLANSCALE: 1" = 50'1G2.5WORK AREA 2 AND R2 PLANSCALE: 1" = 50'TTTFOR THE DURATION OFWA 1 SEE NOTE 1APRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 1, 2, R1 AND R2G2.58 OF 79LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4FOR THE DURATION OFWA 2 SEE NOTE 1 FOD FOD FOD40+0041+0042+0043+0044+0045+0046+0047+0048+00100'FODFODFODFODFODFODFODFOD37+0038+0039+0040+0041+0042+003+004+005+006+00100'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\06_G2.5 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 2.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNNRUNWAY 16-342G2.6WORK AREA 3 AND R3 PLANSCALE: 1" = 50'1G2.6WORK AREA 4 AND R4&5 PLANSCALE: 1" = 50'WA 4RUNWAY 16-34TAXIWAY A3TAXIWAY AWA R4&5GATE V-3GATE V-3WA 3TAXIWAY AWA R30SCALE 1" = 50'100'50'TTTTPHASE 1STAGING AREA 2APRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 3, 4, R3 AND R4&5G2.69 OF 79LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4FOR THE DURATION OFWA R4&5 SEE NOTE 1END FOD BARRIER/STARTLOW LEVEL BARRICADES FOD FOD FODFODFODFODFODFODFODFODFODFOD33+0034+0035+0036+0037+0038+000+001+002+003+004+005+0026+0027+0028+0029+0030+0031+0032+0033+0034+000+000+001+002+003+004+005+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\07_G2.7 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 5 AND 6.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNNRUNWAY 16-34WA R4&52G2.7WORK AREA 5 AND R4&5 PLANSCALE: 1" = 50'1G2.7WORK AREA 6 AND R6 PLANSCALE: 1" = 50'RUNWAY 16-34WA R6WA 6TAXIWAY AWA 5GATE V-5GATE V-40SCALE 1" = 50'100'50'TAXIWAY ATTTTPHASE 1STAGING AREA 3TAXIWAY A3TAXIWAY A4APRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 5, 6, R4&5 AND R6G2.710 OF 79LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4FOR THE DURATION OFWA 5 AND R4&5 SEE NOTE 1FOR THE DURATION OFWA 1 SEE NOTE 1 23+0024+0025+0026+0027+0028+0029+000+001+002+003+004+005+006+000+001+002+003+004+005+00 19+0020+0021+0022+0023+0024+0025+003+004+005+006+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\08_G2.8 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 7 AND 8.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNNRUNWAY 16-34WA R7&82G2.8WORK AREA 7 AND R7&8 PLANSCALE: 1" = 50'1G2.8WORK AREA 8 AND R7&8 PLANSCALE: 1" = 50'WA 8RUNWAY 16-34TAXIWAY A5TAXIWAY AGATE V-5TAXIWAY A4TAXIWAY AWA 7GATE V-60SCALE 1" = 50'100'50'WA R7&8TTTTAXIWAY A5PHASE 1STAGING AREA 3PHASE 1 AND 2STAGING AREA 4TAPRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 7, 8 AND R7&8G2.811 OF 79LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4FOR THE DURATION OFWA 7 AND R7&8 SEE NOTE 1FOR THE DURATION OFR7&8 SEE NOTE 1 14+0015+0016+0017+0018+0019+0020+000+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 FODFODFOD FOD FOD FODFODFODFODFODFODFODFODFODFODFODFOD8+009+0010+0011+0012+0013+0014+0015+00FODFODSCALES 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_G2.8 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 5.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNNRUNWAY 16-342G2.9WORK AREA 9 AND R9 PLANSCALE: 1" = 50'1G2.9WORK AREA 10 AND R10 PLANSCALE: 1" = 50'RUNWAY 16-34TAXIWAY AWA R10WA 10WA 9TAXIWAY AWA R90SCALE 1" = 50'100'50'TTTAXIWAY A6TTPHASE 1 AND 2STAGING AREA 4SITE ACCESSTHROUGH GATE V-7WITH GATE GUARDSITE ACCESSTHROUGH GATE V-7WITH GATE GUARDAPRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 9, 10, R9 AND R10G2.912 OF 79LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4FOR THE DURATION OFWA 9 SEE NOTE 1CONTRACTOR SHALL PROVIDEFLAGGERS ALONG THE SERVICEROAD AT EITHER SIDE OFBOEING LEASE PROPERTYCONTRACTOR SHALL PROVIDEFLAGGERS ALONG THE SERVICEROAD AT EITHER SIDE OFBOEING LEASE PROPERTY FODFODFODFODFODFODFODFODFODFODFOD1+00 2+00 3+0 0 4+ 0 0 5+006+007+008+009+000+00 1+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\10_G2.9 CONSTRUCTION SAFETY AND PHASING PLAN PHASE 6.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNNRUNWAY 16-34RUNWAY 16-34TAXIWAY AWA R12GATE V-8WA 11TAXIWAY BWA R110SCALE 1" = 50'100'50'2G2.10WORK AREA 11 AND R11 PLANSCALE: 1" = 50'1G2.10WORK AREA R12 PLANSCALE: 1" = 50'TAXIWAY B7TAXIWAY A7APRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA 11, R11 AND R12G2.1013 OF 79TGATE V-7PHASE 2STAGING AREA 5TLEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4FOR THE DURATION OFWA 11 SEE NOTE 1 25+0026+0027+0028+0029+0030+0031+000+001+002+003+004+00 0+001+002+003+0016+0017+0018+0019+0020+0021+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\11_G2.11 CONSTRUCTION SAFETY AND PHASING PLAN PHASE F1 AND F2.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% 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-5LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4APRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA F1 & F2G2.1114 OF 793. WORK WILL REQUIRE FULL CLOSURE OF WEST PERIMETER ROAD AND WATER CONNECTION TO CITY MAIN.SEE NOTE 3 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 98021R60% DESIGNN1G2.12WORK AREA F3 PLANSCALE: 1" = 50'0SCALE 1" = 50'100'50'RUNWAY 16-34TAXIWAY BTAXIWAY B6WA F3SITE ACCESS VIAAIRPORT ESCORTFROM GATE V-8TAPRIL 202435022.008.02AS NOTEDGJRSAWDMYCONSTRUCTION SAFETY & PHASINGWORK AREA F3G2.1215 OF 79LEGENDFOD 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 BETEMPORARILY BLACKED OUT AND REPLACED IN THESAME LOCATION.2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDEDBY THE CONTRACTOR AND MAINTAINED AT THEEXPENSE OF THE CONTRACTOR.1G2.4WORK 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. MPH150+00 1+00 2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+00TW A1-A-A7STA: 2+06.88OFF: 73.26' 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: 43.00' LTW A1-A-A7STA: 10+50.00OFF: 43.00' LTW A1-A-A7STA: 9+00.00OFF: 33.00' LTW A1-A-A7STA: 10+50.00OFF: 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\17_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2APRIL 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 1 OF 5C0.116 OF 79LEGENDVARIABLE DEPTH HMA PAVEMENT REMOVAL,SEE GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA MILLING,2-INCH NOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED SAWCUTPOTHOLE UTILITY LINES, SEEGENERAL NOTE 2GENERAL NOTES1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLESPER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW.ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDEDIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL ASDIRECTED BY ENGINEER.GENERAL NOTES CONT.3. REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATINGTHE PAVEMENT SURFACE.4. EXISTING HMA PAVEMENT THICKNESS VARIES AND MAY BE UNDERLAIN WITH PCC.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALLBE CONSIDERED PART OF THE BASE BID.PRUNWAY 16-34TAXIWAY ATAXIWAY A7 BOEING APRON BHANGARREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGP AHEADLANEONEAHEADLANEONE AHEADLANEONE12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+007+265+006+007+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: ???OFF: ???' ???TW 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: 18+43.15OFF: 73.79' LTW A1-A-A7STA: 19+25.29OFF: 73.71' LTW A1-A-A7STA: 19+25.29OFF: 59.00' LTW A1-A-A7STA: 22+53.29OFF: 59.00' LTW A1-A-A7STA: 22+53.29OFF: 84.33' LTW A1-A-A7STA: 21+09.74OFF: 84.33' LTW A1-A-A7STA: 21+09.74OFF: 96.01' LTW A1-A-A7STA: 20+51.39OFF: 96.01' LTW A1-A-A7STA: 20+51.39OFF: 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+25.00OFF: 33.00' LTW A1-A-A7STA: 17+25.00OFF: 51.00' LTW A1-A-A7STA: 20+00.00OFF: 51.00' LTW A1-A-A7STA: 20+00.00OFF: 33.00' LTW A1-A-A7STA: 19+25.29OFF: 62.00' LTW A1-A-A7STA: 22+53.29OFF: 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\17_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.1 MATCHLINE, SEE SHEET C0.3APRIL 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 2 OF 5C0.217 OF 79LEGENDVARIABLE DEPTH HMA PAVEMENT REMOVAL,SEE GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA MILLING,2-INCH NOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED SAWCUTPOTHOLE UTILITY LINES, SEEGENERAL NOTE 2GENERAL NOTES1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLESPER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW.ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDEDIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL ASDIRECTED BY ENGINEER.GENERAL NOTES CONT.3. REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATINGTHE PAVEMENT SURFACE.4. EXISTING HMA PAVEMENT THICKNESS VARIES AND MAY BE UNDERLAIN WITH PCC.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALLBE CONSIDERED PART OF THE BASE BID.PRUNWAY 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 LIMITS AHEADLANE ONE MPH15 MPH1524+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+000+001+000+001+002+003+004+005+006+006+01 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: 25+99.93OFF: 62.00' LTW A1-A-A7STA: 25+99.93OFF: 90.29' LTW A1-A-A7STA: 28+25.00OFF: 90.29' LTW A1-A-A7STA: 28+25.00OFF: 62.00' LTW A1-A-A7STA: 30+55.04OFF: 62.00' LTW A1-A-A7STA: 30+55.04OFF: 65.00' LTW A1-A-A7STA: 33+07.29OFF: 62.00' LTW A1-A-A7STA: 33+07.29OFF: 65.00' 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\17_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.2 MATCHLINE, SEE SHEET C0.4APRIL 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 3 OF 5C0.318 OF 79LEGENDVARIABLE DEPTH HMA PAVEMENT REMOVAL,SEE GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA MILLING,2-INCH NOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED SAWCUTPOTHOLE UTILITY LINES, SEEGENERAL NOTE 2GENERAL NOTES1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLESPER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW.ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDEDIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL ASDIRECTED BY ENGINEER.GENERAL NOTES CONT.3. REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATINGTHE PAVEMENT SURFACE.4. EXISTING HMA PAVEMENT THICKNESS VARIES AND MAY BE UNDERLAIN WITH PCC.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALLBE CONSIDERED PART OF THE BASE BID.PTAXIWAY A5 TAXIWAY ATAXIWAY A4 ATCTBOEING FUEL FARMHANGARHANGARRUNWAY 16-34 MPH15MPH15 MPH1536+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+001+002+003+004+005+006+007+007+26TW 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+43.55OFF: 62.00' LTW A1-A-A7STA: 36+43.55OFF: 76.00' LTW A1-A-A7STA: 40+12.65OFF: 76.00' LTW A1-A-A7STA: 40+12.65OFF: 66.00' LTW A1-A-A7STA: 44+00.00OFF: 66.00' LTW A1-A-A7STA: 44+00.00OFF: 76.00' LTW A1-A-A7STA: 44+70.39OFF: 76.00' LTW A1-A-A7STA: 44+70.39OFF: 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\17_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.3 MATCHLINE, SEE SHEET C0.5APRIL 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 4 OF 5C0.419 OF 79LEGENDVARIABLE DEPTH HMA PAVEMENT REMOVAL,SEE GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA MILLING,2-INCH NOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED SAWCUTPOTHOLE UTILITY LINES, SEEGENERAL NOTE 2GENERAL NOTES1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLESPER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW.ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDEDIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL ASDIRECTED BY ENGINEER.GENERAL NOTES CONT.3. REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATINGTHE PAVEMENT SURFACE.4. EXISTING HMA PAVEMENT THICKNESS VARIES AND MAY BE UNDERLAIN WITH PCC.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALLBE CONSIDERED PART OF THE BASE BID.PTAXIWAY ATAXIWAY A3BOEING APRON CGA TIEDOWN APRONGA TIEDOWN APRONRUNWAY 16-34REFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPING 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+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: 47.50' LTW A1-A-A7STA: 54+42.06OFF: 101.47' LTW A1-A-A7STA: 48+00.00OFF: 33.00' LTW A1-A-A7STA: 48+00.00OFF: 51.00' LTW A1-A-A7STA: 49+00.00OFF: 51.00' LTW A1-A-A7STA: 49+00.00OFF: 33.00' LTW A1-A-A7STA: 52+25.00OFF: 33.00' LTW A1-A-A7STA: 52+25.10OFF: 51.00' LTW A1-A-A7STA: 53+18.21OFF: 51.00' 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\17_C0.0 DEMOLITION SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C0.4 6. EXISTING SEAPLANE RAMP CONTAINS ABANDONED CONCRETE FENCE POST FOOTINGS. REMOVAL OF THESE FOOTINGS SHALL BE CONSIDERED INCIDENTAL TO THE HMA PAVEMENT REMOVAL.APRIL 202435022.008.02AS NOTEDGJRSAWDMYPAVEMENT DEMOLITION PLAN 5 OF 5C0.520 OF 79LEGENDVARIABLE DEPTH HMA PAVEMENT REMOVAL,SEE GENERAL NOTE 4VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE BVARIABLE DEPTH HMA MILLING, 4-INCHNOMINAL DEPTH - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA MILLING,2-INCH NOMINAL DEPTHPAVEMENT MARKING REMOVALPROPOSED SAWCUTPOTHOLE UTILITY LINES, SEEGENERAL NOTE 2GENERAL NOTES1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR,TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLESPER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW.ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDEDIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL ASDIRECTED BY ENGINEER.GENERAL NOTES CONT.3. REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FORDISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATINGTHE PAVEMENT SURFACE.4. EXISTING HMA PAVEMENT THICKNESS VARIES AND MAY BE UNDERLAIN WITH PCC.5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALLBE CONSIDERED PART OF THE BASE BID.PTAXIWAY ATAXIWAY A2 TAXIWAY A1 LAKEWASHINGTONHANGARHANGAR SEAPLANE APRONRUNWAY 16-34REFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPINGREFER TO PHASING DRAWINGSFOR TEMPORARY DISPOSITIONOF LEAD IN STRIPING MPH15MATCH 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+88.06OFF: 25.00' 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' R2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+008' TYP.TW A1-A-A7STA: 2+41.90OFF: 54.63' LTW A1-A-A7STA: 4+59.66OFF: 48.90' R30. 0 29. 8 30.2 30.430.4 30.630.6 29.030.031.028.228.228.228.428.628.829.229.429.629.830.230.430.630.850' TYP.TW A1-A-A7STA: 9+25.07OFF: 33.00' R28303234283032340+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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2C1.11SCALE: 1" = 40'PLANC1.12SCALE: 1" = 40'H | 1" = 4'VPROFILEAPRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A & A7 PLAN & PROFILE STA 0+00 TO 11+60C1.121 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.RUNWAY 16-34TAXIWAY ATAXIWAY A7 BOEING APRON BHANGAR C1.114C1.113C1.111C1.113OVERLAY 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. AHEADLANEONEAHEADLANEONE AHEADLANEONE1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 R85'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' L12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0025.026.0 27.028.025.225.425.625.826.226.426.626.827.227.427.627.826.026.025.225.425.425.625.625.825.82 5 . 0 24 . 8 2 5 . 225.425.624.624.85+008' TYP. 50' TYP.2224262830222426283011+4012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+40-0.11%-0.40%-0.80%-0.60%0.06%-0.36%-0.08%PVIS: 14+75.12PVIE: 26.34LVC: 75.00'PVCS: 14+37.62PVCE: 26.64'PVTS: 15+12.62PVTE: 26.30'PVIS: 17+00.00PVIE: 25.61LVC: 60.00'PVCS: 16+70.00 PVCE: 25.79' PVTS: 17+30.00 PVTE: 25.63'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%-0.60%0.06%-0.36%-0.08%ELEV = 26.21 GRADE BREAK STA = 16+00.00 ELEV = 25.74 GRADE BREAK STA = 19+20.00 ELEV = 25.20 GRADE BREAK STA = 22+75.78 EG: 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: 26.09 EG: 25.95 FG: 25.97 EG: 25.86 FG: 25.85 EG: 25.77 FG: 25.73 EG: 25.72 FG: 25.66 EG: 25.68 FG: 25.63 EG: 25.65 FG: 25.63 EG: 25.62 FG: 25.64 EG: 25.61 FG: 25.66 EG: 25.63 FG: 25.67 EG: 25.67 FG: 25.68 EG: 25.69 FG: 25.69 EG: 25.69 FG: 25.71 EG: 25.68 FG: 25.72 EG: 25.67 FG: 25.73 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: 25.32 EG: 25.43 FG: 25.31 EG: 25.42 FG: 25.29 EG: 25.42 FG: 25.27 EG: 25.41 FG: 25.26 EG: 25.41 FG: 25.24 EG: 25.37 FG: 25.23 EG: 25.33 FG: 25.21 EG: 25.30 FG: 25.19 EG: 25.29 FG: 25.19 EG: 25.27 FG: 25.18 EG: 25.25 FG: 25.17SCALES 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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.3 MATCHLINE, SEE SHEET C1.1 APRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 11+60 TO 23+40C1.222 OF 79C1.21SCALE: 1" = 40'PLANC1.22SCALE: 1" = 40'H | 1" = 4'VPROFILELEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.RUNWAY 16-34TAXIWAY ATA X I W A Y A 6 BOEING APRON BHANGARFBO FUEL TANKSHANGAR HANGAR HANGARC1.111C1.111C1.113C1.113OVERLAY 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 LIMITS AHEADLANE ONE MPH15 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' R24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0024.224.424.624.824.0 24.224.424.624.024.22 4 . 0 23. 8 24.224.025.024.224.424.624.825.225.424.80+001+002+003+004+005+00 1+00 2+00 3+004+00 8' TYP. 50' TYP.242628302426283023+4024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+40-0.24%-0.07%-0.02%-0.11%-0.04%-0.21%-0.02%ELEV = 25.11GRADE BREAK STA = 25+00.00ELEV = 24.91GRADE BREAK STA = 26+00.00 ELEV = 24.74 GRADE BREAK STA = 28+40.00 ELEV = 24.55 GRADE BREAK STA = 29+20.00 ELEV = 24.52 GRADE BREAK STA = 30+24.36 ELEV = 24.22 GRADE BREAK STA = 33+00.00 EG: 25.25FG: 25.17EG: 25.24FG: 25.16EG: 25.24FG: 25.16EG: 25.24FG: 25.15EG: 25.23FG: 25.14EG: 25.21FG: 25.14EG: 25.19FG: 25.13EG: 25.17FG: 25.12EG: 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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.2 MATCHLINE, SEE SHEET C1.4APRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 23+40 TO 35+40C1.323 OF 79C1.31SCALE: 1" = 40'PLANC1.32SCALE: 1" = 40'H | 1" = 4'VPROFILELEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.RUNWAY 16-34TAXIWAY A5 TAXIWAY ATAXIWAY A4 ATCTBOEING FUEL FARMHANGARHANGARC1.111C1.113C1.114C1.114MATCH 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 PLANS MPH15MPH15 MPH15TW 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' R36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0024.023.223.423.623.823.024.023.223.423.623.824.224.424.624.824.823.0 24.0 22.222.422.622.823.223.423.623.824.2 24 . 424.61+002+003+004+005+008'TW A1-A-A7STA: 46+96.65OFF: 25.00' R2224262830222426283035+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 -0.28%0.14%-0.05%0.01%-0.51%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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.3 MATCHLINE, SEE SHEET C1.5APRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A PLAN & PROFILE STA 35+40 TO 47+40C1.424 OF 79C1.41SCALE: 1" = 40'PLANC1.42SCALE: 1" = 40'H | 1" = 4'VPROFILELEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.RUNWAY 16-34TAXIWAY ATAXIWAY A3BOEING APRON CGA TIEDOWN APRONGA TIEDOWN APRONC1.111C1.114C1.11350' 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 PLANS 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: 24.70' RTW A1-A-A7STA: 48+42.97OFF: 25.00' RTW A1-A-A7STA: 48+42.97OFF: 40.00' 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+23.47OFF: 100.51' L48+0049+0050+0051+0052+0053+0054+0055+0056+00 22.222.422.022.023.023.021.621.621.821.822.222.222.422.422.622.622.822.821.021.022.023.023.021.221.221.421.621.822.222.422.622.823.223.223.423.4TW 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' R50' 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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C1.4 APRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A & A1 PLAN & PROFILE STA 47+40 TO 57+33C1.525 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.C1.51SCALE: 1" = 40'PLANC1.52SCALE: 1" = 40'H | 1" = 4'VPROFILERUNWAY 16-34TAXIWAY ATAXIWAY A2 TAXIWAY A1 LAKEWASHINGTONHANGARHANGAR SEAPLANE APRONC1.111C1.112C1.113C1.114MATCH 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 PLANS MPH15MPH15S.0+001+002+003+004+005+006+006+0148+00 49+00 50+00 51+00 22.2 22.4 22. 0 22.0 23.0 23.0 21.6 21. 6 21.8 21 . 8 22.2 22. 2 22.4 22.4 22.6 22.6 22.8 22.8 50' TYP.20222426202224260+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 ELEV = 22.97 MATCH EXISTING STA = 4+06.84GRADE 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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NAPRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A2 PLAN & PROFILEC1.626 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.C1.61SCALE: 1" = 40'PLANC1.62SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A2RUNWAY 16-34TAXIWAY A C1.111C1.111C1.113HANGARHANGARSEAPLANEAPRONGA TIEDOWN APRONCEDAR RIVERREFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP. MPH15MPH1534+0035+0036+0037+0038+0039+002 4 . 0 2 3 . 2 2 3 . 4 2 3 . 6 2 3 . 8 23.0 24. 0 23. 2 23 . 4 23. 6 23. 8 24.2 24. 4 24.6 24. 8 24.80+001+002+003+004+005+006+007+007+26222426283022242628300+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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLANAPRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A3 PLAN & PROFILEC1.727 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.C1.71SCALE: 1" = 40'PLANC1.72SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A3R U NW A Y 1 6 - 3 4TAXIWAY ABOEING APRON CHANGARC1.113C1.111C1.114REFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP. AHEADLANEONE27+00 28+00 29+00 30+00 31+00 24.024.2 24.023.824.2 25.0 25.2 25.40+006+010+001+002+003+004+005+006+0024262830242628300+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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLANAPRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A4 PLAN & PROFILEC1.828 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.C1.81SCALE: 1" = 40'PLANC1.82SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A4TAXIWAY A RUNWAY 16-34 C1.111C1.114C1.113HANGAR HANGAR TAXIWAY B TAXIWAY B4BOEING FUEL FARMREFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP. AHEADLANEONEUT 23+0024+0025+0026+0027+0028+0024.224.424.624.824.024.224.424.67+260+001+002+003+004+005+006+007+000+001+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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NAPRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A5 PLAN & PROFILEC1.929 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.C1.91SCALE: 1" = 40'PLANC1.92SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A5TAXIWAY ARUNWAY 16-34C1.114C1.111C1.113BOEING FUEL FARMHANGARHANGARATCTREFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP. AHEADLANEONEMH43.10+001+002+003+004+005+006+006+4716+0017+0018+0019+0020+0025.026.025.225.425.625.826.226.426.026.025.225.425.425.625.625.825.825.024.825.225.425.624262830242628300+001+002+003+004+005+006+00ELEV = 25.64 MATCH TW A CL STA = 2+00.00GRADE BREAK STA = 2+28.76ELEV = 25.36ELEV = 25.72 GRADE BREAK STA = 4+38.69PVIS: 2+96.10PVIE: 24.69LVC: 130.00'PVCS: 2+31.10 PVCE: 25.34' PVTS: 3+61.10 PVTE: 25.16' 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: 25.45 EG: 25.60 FG: 25.25 EG: 25.68 FG: 25.11 EG: 25.74 FG: 25.01 EG: 25.79 FG: 24.97 EG: 25.81 FG: 24.98 EG: 25.79 FG: 25.04 EG: 25.72 FG: 25.15 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:-0.99%-0.99%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\18_C1.0 PLAN & PROFILE SERIES.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLANAPRIL 202435022.008.02AS NOTEDGJRDMYDMYTAXIWAY A6 PLAN & PROFILEC1.1030 OF 79LEGENDTYPE I REHABILITATION (ADG III)TYPE I REHABILITATIONTRANSITIONTYPE II REHABILITATION (ADG II)LEGEND CONT.VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE A (BASE BID)VARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE BVARIABLE DEPTH HMA OVERLAY, 4-INCHMINIMUM - BID SCHEDULE CLEGEND CONT.VARIABLE DEPTH HMA OVERLAY,2-INCH MINIMUM.C1.101SCALE: 1" = 40'PLANC1.102SCALE: 1" = 40'H | 1" = 4'VPROFILETAXIWAY A6TAXIWAY ARUNWAY 16-34TAXIWAY B6TAXIWAY BHANGARHANGARFBO FUEL TANKSC1.111C1.111C1.113REFER TO SHEETS C1.1 - C1.5 FORHORIZONTAL CONTROL OF PAVINGLAYOUT, TYP. EXISTING BASE MATERIAL COMPACTED PER P152TW CENTERLINEVARIES PER PLAN, 25' TYP.VARIES PER PLAN, 25' TYP.2-INCH OVERLAY OR INFIELDGRADING PER PLANGEOTEXTILE SEPARATION FABRIC13" CRUSHED AGGREGATEBASE COURSE (P209)6" BITUMINOUS STABILIZEDBASE COURSE (P-403)4" BITUMINOUS SURFACECOURSE (P-401)VARIES4-INCH OVERLAY PAVEMENT ORINFIELD GRADING PER PLANNOTES:1.AREAS OF SOFT SUBGRADE WILL BE STABILIZED USINGGEOGRID AND CEMENT TREATED BASE.VARIESEXISTING BASE MATERIAL COMPACTED PER P152VARIES PER PLANVARIESGEOTEXTILE SEPARATION FABRIC10" CRUSHED AGGREGATEBASE COURSE (P209)4" BITUMINOUS SURFACECOURSE (P-401)TYPE I REHABILITATIONSEE DETAILC1.111NOTE:1.AREAS OF SOFT SUBGRADE WILL BE STABILIZED USINGGEOGRID AND CEMENT TREATED BASE.MATCH EXISTING GRADEVARIES PER PLANVARIES PER PLANTOP OF MILLED SURFACEVARIABLE DEPTH BITUMINOUSLEVELING COURSE, AS NEEDED (P-401)EXISTING ASPHALTPAVEMENT TO REMAINVARIES4" MIN BITUMINOUSSURFACE COURSE (P-401)VARIESTW CENTERLINE VARIES PER PLANVARIES PER PLANVARIESTOP OF MILLED SURFACEVARIABLE DEPTH BITUMINOUSLEVELING COURSE, AS NEEDED (P-401)EXISTING ASPHALTPAVEMENT TO REMAINVARIES2" MIN BITUMINOUSSURFACE COURSE (P-401)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_C1.11 PAVING DETAILS.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNAPRIL 202435022.008.02AS NOTEDGJRSAWDMYPAVING DETAILSC1.1131 OF 79C1.111SCALE=NTSTYPE I REHABILITATION (ADG III)C1.112SCALE=NTSTYPE II REHABILITATION (ADG II)C1.113SCALE=NTSVARIABLE DEPTH HMA OVERLAY 4-INCH MINIMUMC1.114SCALE=NTSVARIABLE DEPTH HMA OVERLAY 2-INCH MINIMUM MPH15TW A1-A-A7STA: 2+00.17OFF: 84.37' LTW A1-A-A7STA: 2+41.93OFF: 54.25' LTW A1-A-A7STA: 1+99.82OFF: 100.87' RTW A1-A-A7STA: 2+23.43OFF: 69.32' RTW A1-A-A7STA: 2+89.61OFF: 52.39' RTW A1-A-A7STA: 2+80.97OFF: 65.14' LTW A1-A-A7STA: 4+59.64OFF: 48.64' RTW A1-A-A7STA: 6+88.21OFF: 52.25' RTW A1-A-A7STA: 6+96.30OFF: 68.83' RTW A1-A-A7STA: 6+97.59OFF: 82.57' RTW A1-A-A7STA: 9+19.27OFF: 80.85' RTW A1-A-A7STA: 9+20.21OFF: 39.22' RTW A1-A-A7STA: 9+30.81OFF: 24.75' RR200'R180'R200'21'TW A1-A-A7STA: 3+89.01OFF: 102.28' LTW A1-A-A7STA: 4+33.29OFF: 72.07' LTW A1-A-A7STA: 4+73.42OFF: 64.44' LTW A1-A-A7STA: 5+09.87OFF: 67.50' LTW A1-A-A7STA: 4+19.84OFF: 80.91' L0+00 1+00 2+00 3+0 0 4+ 0 0 5+006+007+008+009+0010+0011+00TW A1-A-A7STA: 4+18.69OFF: 55.75' 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\20_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NAPRIL 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 1 OF 5C3.132 OF 79MATCHLINE, SEE SHEET C4.2LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGTAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGBID SCHEDULE A AND B DIVIDINGLINEBID SCHEDULE B AND C DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARENOT AWARDED, DESIGN STRIPING LAYOUT SHALLBE TRANSITIONED IN THE FIELD TO MATCH INTOEXISTING STRIPING AT THE LIMITS OF PAVING.A/BB/CRUNWAY 16-34TAXIWAY ATAXIWAY A7 BOEING APRON B200' 25' 50' HANGAR RESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC4.5--R35'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 REQUIREMENTS AHEADLANEONEAHEADLANEONE AHEADLANEONE0+ 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: 2+65.45OFF: 64.98' RTW A6STA: 2+88.01OFF: 25.75' RTW A6STA: 2+97.13OFF: 25.90' RTW A6STA: 2+97.13OFF: 26.23' LTW A6STA: 4+42.48OFF: 41.84' RTW A6STA: 3+90.44OFF: 24.75' RTW A6STA: 3+82.86OFF: 85.30' LTW A6STA: 4+64.99OFF: 58.76' RTW A6STA: 3+79.30OFF: 62.89' LTW A6STA: 3+33.09OFF: 24.77' LTW A6STA: 2+74.20OFF: 26.75' LTW A6STA: 2+20.80OFF: 37.75' LTW A6STA: 1+97.27OFF: 54.85' LTW A5STA: 6+34.65OFF: 149.98' RTW A5STA: 5+84.08OFF: 110.13' RR45'R75'21'10'21'R71'R50'R50'R61'TW A1-A-A7STA: 14+07.62OFF: 67.50' LTW A1-A-A7STA: 14+16.28OFF: 66.74' LTW A1-A-A7STA: 14+02.30OFF: 88.50' LTW A1-A-A7STA: 14+26.56OFF: 84.23' LTW A1-A-A7STA: 14+66.45OFF: 57.91' LTW A1-A-A7STA: 14+76.94OFF: 57.00' LTW A1-A-A7STA: 14+64.29OFF: 70.51' LTW A1-A-A7STA: 14+81.38OFF: 67.50' LTW A1-A-A7STA: 19+97.71OFF: 57.00' LR60'R71'TW A1-A-A7STA: 23+09.23OFF: 88.50' LTW A1-A-A7STA: 23+27.58OFF: 86.09' L12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+007+265+006+007+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\20_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C3.1 MATCHLINE, SEE SHEET C4.3APRIL 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 2 OF 5C4.233 OF 79RUNWAY 16-34TAXIWAY ATA X I W A Y A 6 BOEING APRON BLEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGTAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGBID SCHEDULE A AND B DIVIDINGLINEBID SCHEDULE B AND C DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARENOT AWARDED, DESIGN STRIPING LAYOUT SHALLBE TRANSITIONED IN THE FIELD TO MATCH INTOEXISTING STRIPING AT THE LIMITS OF PAVING.A/BB/C25' 50'HANGARFBO FUEL TANKSHANGAR HANGAR HANGARRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC4.5--RESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC4.5--B/CA/BB/CA/BB/CA/BB/CA/BB/CA/BR 2 6 'R35'R45'R85'R425'RESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGSERVICE ROAD STRIPING@ PAVING LIMITS, TYP.MATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSPHASE 1 PROJECT LIMITSPHASE 2 PROJECT LIMITS AHEADLANE ONE MPH15 MPH15R425'R20'R37'R 3 7 'R52'R3 8 ' R 5 5 'R50'R25'R105'TW A5STA: 3+40.80OFF: 19.37' 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: 3+31.64OFF: 19.50' LTW A5STA: 4+10.65OFF: 17.78' LTW A5STA: 4+30.58OFF: 43.53' LTW A5STA: 4+26.55OFF: 57.78' LTW A5STA: 3+11.32OFF: 63.31' RTW A5STA: 3+16.77OFF: 81.77' 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+01.06OFF: 76.23' LTW A4STA: 3+92.22OFF: 47.83' LTW A4STA: 3+55.79OFF: 20.95' LTW A4STA: 4+01.09OFF: 77.64' RTW A4STA: 3+94.94OFF: 57.62' RTW A4STA: 3+44.76OFF: 20.70' RTW A4STA: 2+80.46OFF: 20.99' RTW A4STA: 2+79.68OFF: 20.76' LTW A4STA: 2+24.75OFF: 69.55' LTW A4STA: 2+34.06OFF: 49.69' LTW A4STA: 2+24.75OFF: 64.03' RTW A4STA: 2+31.80OFF: 50.55' RTW A4STA: 2+24.75OFF: 288.25' RTW A4STA: 2+39.18OFF: 320.59' RR37'R 3 7 '10'21'R50'TW A1-A-A7STA: 23+52.39OFF: 79.45' LTW A1-A-A7STA: 23+65.31OFF: 77.75' LTW A1-A-A7STA: 26+64.94OFF: 77.75' LTW A1-A-A7STA: 26+77.87OFF: 79.45' LTW A1-A-A7STA: 27+02.67OFF: 86.09' LTW A1-A-A7STA: 27+21.03OFF: 88.50' LR50'R71'24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+000+001+002+003+004+005+00 6+01 0+00 1+002+00 3+004+005+006+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\20_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C4.2 MATCHLINE, SEE SHEET C4.4APRIL 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 3 OF 5C4.334 OF 79RUNWAY 16-34TAXIWAY A5 TAXIWAY ATAXIWAY A4LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGTAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGBID SCHEDULE A AND B DIVIDINGLINEBID SCHEDULE B AND C DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARENOT AWARDED, DESIGN STRIPING LAYOUT SHALLBE TRANSITIONED IN THE FIELD TO MATCH INTOEXISTING STRIPING AT THE LIMITS OF PAVING.A/BB/C200' 25' 50'ATCTBOEING FUEL FARMHANGARHANGARTAXIWAY LEAD-INLINE, TYP. SEE DETAILC4.5--B/CA/BB/CA/BB/CA/BB/CA/BB/CA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGSERVICE ROAD STRIPING@ PAVING LIMITS, TYP. MPH15MPH15 MPH151+002+003+004+005+006+007+007+26R47'R50'R43'R22'R325'TW-A3STA: 3+43.43OFF: 18.64' RTW-A3STA: 3+19.79OFF: 73.12' LTW-A3STA: 4+20.54OFF: 63.60' RTW-A3STA: 4+07.72OFF: 17.34' RTW-A3STA: 1+99.08OFF: 35.92' RTW-A3STA: 2+24.06OFF: 25.11' RTW-A3STA: 6+34.10OFF: 149.48' LTW-A3STA: 5+00.46OFF: 61.43' LTW-A3STA: 3+64.96OFF: 20.07' LR1200'TW-A3STA: 3+23.64OFF: 88.63' LTW A1-A-A7STA: 46+96.66OFF: 24.75' R21'R221'R200'TW A1-A-A7STA: 44+02.88OFF: 88.50' LTW A1-A-A7STA: 44+60.01OFF: 80.99' LTW A1-A-A7STA: 45+12.43OFF: 74.00' L36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+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\20_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C4.3 MATCHLINE, SEE SHEET C4.5APRIL 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 4 OF 5C4.435 OF 79RUNWAY 16-34TAXIWAY ATAXIWAY A3BOEING APRON CLEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGTAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGBID SCHEDULE A AND B DIVIDINGLINEBID SCHEDULE B AND C DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARENOT AWARDED, DESIGN STRIPING LAYOUT SHALLBE TRANSITIONED IN THE FIELD TO MATCH INTOEXISTING STRIPING AT THE LIMITS OF PAVING.A/BB/C25' 50'GA TIEDOWN APRONGA TIEDOWN APRONRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC4.5--A/BB/CRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONA/BB/CA/BB/CA/BB/CB/CMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITS MPH15MPH15R52'R35'TW-A2STA: 4+00.79OFF: 68.22' RTW-A2STA: 3+63.65OFF: 37.73' RTW-A2STA: 3+00.85OFF: 42.50' RTW-A2STA: 2+90.62OFF: 42.59' RTW-A2STA: 2+42.12OFF: 89.33' RR42'R16'TW-A2STA: 4+00.77OFF: 75.92' LTW-A2STA: 3+58.02OFF: 38.76' LTW-A2STA: 3+00.83OFF: 40.77' LTW-A2STA: 2+86.72OFF: 56.08' LTW-A2STA: 2+86.87OFF: 258.31' LTW-A2STA: 2+33.11OFF: 258.31' LTW-A2STA: 2+24.75OFF: 262.95' LR55'TW A1-A-A7STA: 53+19.52OFF: 24.75' RTW A1-A-A7STA: 55+11.89OFF: 40.12' RTW A1-A-A7STA: 55+20.54OFF: 40.81' RTW A1-A-A7STA: 55+23.61OFF: 25.00' LTW A1-A-A7STA: 55+39.60OFF: 40.63' RTW A1-A-A7STA: 56+16.85OFF: 59.66' RTW A1-A-A7STA: 56+31.14OFF: 72.85' RTW A1-A-A7STA: 56+31.01OFF: 41.99' LTW A1-A-A7STA: 55+69.14OFF: 96.99' LTW A1-A-A7STA: 55+07.58OFF: 23.75' LR1 4 0 'TW A1-A-A7STA: 55+53.08OFF: 24.75' L20'TW A1-A-A7STA: 51+12.17OFF: 72.50' LTW A1-A-A7STA: 51+12.17OFF: 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+01SCALES 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_C3.0 PAVEMENT MARKING PLAN.dwgPRELIMINARYNOT FOR CONSTRUCTION 425.286.6602 OFFICE BOTHELL, WA 98021R60% DESIGNMBX KEYPLAN0SCALE 1" = 408040'NMATCHLINE, SEE SHEET C4.4 APRIL 202435022.008.02AS NOTEDGJRDMYDMYPAVEMENT MARKING PLAN 5 OF 5C4.536 OF 79RUNWAY 16-34TAXIWAY ATAXIWAY A2 TAXIWAY A1LEGENDTAXIWAY PAVING LIMITSTAXIWAY CENTERLINE MARKINGTAXIWAY EDGE MARKINGNON-MOVEMENT BOUNDARY LINERUNWAY HOLD POSITION MARKINGLEGENDRE-STRIPE EXISTING PAVEMENTMARKINGBID SCHEDULE A AND B DIVIDINGLINEBID SCHEDULE B AND C DIVIDINGLINEGENERAL NOTES1.IN THE EVENT THAT BID SCHEDULES B OR C ARENOT AWARDED, DESIGN STRIPING LAYOUT SHALLBE TRANSITIONED IN THE FIELD TO MATCH INTOEXISTING STRIPING AT THE LIMITS OF PAVING.A/BB/CLAKEWASHINGTON200'25' 50' HANGARHANGAR SEAPLANE APRONRESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC4.5--RESTRIPE EXISTING TAXIWAYCENTERLINE IN CURRENTLOCATION, SEE DETAILC4.5--B/CB/CB/CB/CA/BA/BA/BB/CA/BA/BRESTRIPE EXISTINGSERVICE ROAD STRIPINGIN EXISTING LOCATIONMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITSMATCH EXISTINGCENTERLINE STRIPE@ PAVING LIMITS 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 PRDTAXIWAY ARUNWAY 16-34TAXIWAY A 7 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 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 AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTSCALES 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 60% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:C7.1 April 10, 2024 04:53:52pm 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------------APRIL 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 1 OF 6C7.140 OF 71370 LFMATCHLINE, SEE SHEET C7.2H3143'X4' CONC PADH3154'X8' CONC PADH3164'X8' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, AND TOP 4' OFMANHOLE, BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILLMANHOLE BASE WITH CSTC & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE.3.CONTRACTOR TO FIELD LOCATE & VERIFY EX ROUTING OF FIREWATERLINE.APPROXIMATELY 70' TOISOLATION VALVE EAST OF TEEEX 12" FIREWATERLINE DIGITIZEDFROM RCD DWG. SEENOTE 3 THIS SHT.EX 10" FIRE WATERLINEDIGITIZED FROM RCD DWG.SEE NOTE 3, THIS SHT.PROTECT EX AIR (TYP)PROTECT EX 12" GV &12" TEE114 LF816 LF121 LFLEGENDLEGEND CONT.ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ LDCC.EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TO OPENVALVE, REMOVE OPERATING NUT & VALVE CAN. BACKFILL W/ CSTC& RESTORE SURFACE.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. BACKFILL WITHCSTC & RESTORE SURFACE.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 THISSHEET.THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1, SHEETC7.8.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) X1'(D).DEMOLISH & REMOVE EX FIRE WATERLINE.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'N AHEADLANEONEAHEADLANEONE AHEADLANEONE10''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 TAXIWAY ATA X I W A Y A 6 PAVING LIMITSW. PERIMETER RD.RUNWAY 16-3412+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+00.00EX 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 AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTSCALES 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 60% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:C7.2 April 10, 2024 04:54:03pm 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 NOTES532 LF------------APRIL 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 2 OF 6C7.241 OF 71MATCHLINE, SEE SHEET C7.1 MATCHLINE, SEE SHEET C7.3MATCHLINE, SEE SHEET C7.5H320NO CONC PADH3194'X8' CONC PADH3184'X8' CONC PADH3174'X8' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME,AND TOP 4' OF MANHOLE, BREAK MANHOLE BASE TOALLOW FOR DRAINING. BACKFILL MANHOLE BASEWITH CSTC & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS AREAPPROXIMATE.3.CITY OF RENTON WATER MAIN AND EX FIREWATERLINE DIGITIZED FROM RCD DWG. LOCATIONSARE APPROXIMATE AND HAVE NOT BEEN CONFIRMEDTHROUGH UTILITY LOCATES.H328BPROTECT EXTELEPHONE LINEEX 10" FIRE WATERLINESEE NOTE 3, THIS SHEETCITY OF RENTON 12" WSEE NOTE 3, THIS SHEETCONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 1PROTECT EX AIR (TYP)PROTECT EX FENCE430 LF257 LF70 LF97 LF89 LF656 LF30 LFPROTECT EX SIPHONABANDON EX FIRE WATERLINE IN PLACE, FILL W/ LDCC.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATERMANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET.DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT,STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVEEX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE.BACKFILL WITH CSTC & RESTORE SURFACE.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 &GATE VALVE. REMOVE EX HYDRANT TO 90° BEND & CAPFIRE WATERLINE. BACKFILL WITH CSTC & RESTORESURFACE.BELOW GRADE FIRE HYDRANT HOUSED IN STEELEGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W)X 3'(L) X 6"(D).BELOW GRADE FIRE HYDRANT HOUSED IN STEEL DOUBLEDOOR CONCRETE VAULT W/ APPROXIMATE DIMENSIONS3'(W) X 6'(L) X 1'(D).DEMOLISH & REMOVE EX FIRE WATERLINE.LEGENDLEGEND CONT.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'N AHEADLANE ONE MPH15 MPH15MBX8''W10''W PRD10''W PRD8''W12''W12''W12''W12''W PRD12''W PRD12''W PRD12''W PRD12''W PRD12''W12''W12''W12''W PRD12''W PRD16''W 16''W 16''W 16''W 16''W 16''W 12''W PRD12''W PRD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WRUNWAY 16-34BOEING FUEL FARMTAXIWAY A4TAXIWAY A5 TAXIWAY AW. PERIMETER RD.BOEING FUELFARM BUILDINGNORTHING: 182729.05EASTING: 1298091.44NORTHING: 182945.55EASTING: 1298145.24BOEING 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+00.00EX 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 AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTSCALES 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 60% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:C7.3 April 10, 2024 04:54:14pm 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 NOTES417 LF------------APRIL 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 3 OF 6C7.342 OF 71MATCHLINE, 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 TOP 4' OF MANHOLE, BREAK MANHOLE BASE TOALLOW FOR DRAINING. BACKFILL MANHOLE BASEWITH CSTC & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS AREAPPROXIMATE.3.CITY OF RENTON WATER MAIN AND EX FIREWATERLINE DIGITIZED FROM RCD DWG. LOCATIONSARE APPROXIMATE AND HAVE NOT BEEN CONFIRMEDTHROUGH UTILITY LOCATES.CITY OF RENTON 12" W AND EX10" FIRE WATERLINE,SEE NOTE 3, THIS SHEETPROTECT CITY OF RENTON 30"STEEL WATER MAIN CASING703 LF90 LF218 LF119 LF85 LFABANDON EX FIRE WATERLINE IN PLACE, FILL W/ LDCC.EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TOOPEN VALVE, REMOVE OPERATING NUT & VALVE CAN.BACKFILL W/ CSTC & RESTORE SURFACE.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATERMANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET.DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT,STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVEEX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE.BACKFILL WITH CSTC & RESTORE SURFACE.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ.BELOW GRADE FIRE HYDRANT HOUSED IN STEELEGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W)X 3'(L) X 6"(D).BELOW GRADE FIRE HYDRANT HOUSED IN STEEL DOUBLEDOOR CONCRETE VAULT W/APPROXIMATE DIMENSIONS3'(W) X 3'(L) X 1.5'(D).DEMOLISH & REMOVE EX FIRE WATERLINE.CUT & CAP EXISTING FIRE WATERLINE WITH 12" CAP, MJ.INSTALL 12" BLIND FLANGE ON EX 12" GATE VALVE.LEGENDLEGEND CONT.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'N MPH15 MPH15MPH 158''W8''W8''W8''W8''W8''W8''W8''W8''W8''WTAXIWAY ARUNWAY 16-34TAXIWAY A3PAVING LIMITS36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+002+003+004+005+006+007+007+26EP: 7+25.73EX 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 AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANTSCALES 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 60% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:C7.4 April 10, 2024 04:54:25pm 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------------APRIL 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 4 OF 6C7.443 OF 71MATCHLINE, SEE SHEET C7.3 676 LFH3243'X4' CONC PADH3233'X4' CONC PADH3224'X6' CONC PADNOTES1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME,AND TOP 4' OF MANHOLE, BREAK MANHOLE BASE TOALLOW FOR DRAINING. BACKFILL MANHOLE BASEWITH CSTC & RESTORE SURFACE.2.DIMENSIONS OF VAULT CONCRETE PADS AREAPPROXIMATE.250 LFABANDON EX FIRE WATERLINE IN PLACE, FILL W/ LDCC.DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATERMANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET.DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT,STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVEEX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE.BACKFILL WITH CSTC & RESTORE SURFACE.CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ.BELOW GRADE FIRE HYDRANT HOUSED IN STEELEGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W)X 3'(L) X 6"(D).LEGENDLEGEND CONT.FIRE WATERLINE NOTES CONT.0SCALE 1" = 408040'N 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 AREARUNWAY SAFETY AREARUNWAY OBJECT FREE AREARUNWAY OBSTACLE FREE ZONEABANDON EX FIRE WATERLINEREMOVE EX FIRE WATERLINEPROPOSED FIRE WATERLINEPROPOSED CAPPROPOSED GATE VALVEPROPOSED ABOVE GRADE FIRE HYDRANT------------APRIL 202435022.008.021" = 40'DSWSJNSMTWATER IMPROVEMENTS PLAN 5 OF 6C7.544 OF 71MATCHLINE, 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 60% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:C7.5 April 10, 2024 04:54:37pm 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.CONTRACTOR SHALL CONFIRM EX MATERIAL, SIZE, &LOCATIONS AHEAD OF FIRE WATERLINEABANDONMENT.2.CONTRACTOR TO FIELD LOCATE & VERIFY EXROUTING OF FIRE WATERLINE.EX 10" FIRE WATERLINE DIGITIZEDFROM RCD DWG. SEE NOTE 2, THISSHEET.PROTECT EX 10"X12" CROSS ANDGATE VALVESEX FIRE HYDRANT H308PER RCD DWGPROTECT EX AIRABANDON EX FIRE WATERLINE IN PLACE, FILL W/ LDCC.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 1 THIS SHEET.THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1,SHEET C7.8.REMOVE 10' OF 10" FIRE WATERLINE BETWEEN EX FIREWATER MANHOLE AND CROSS.LEGENDLEGEND CONT.0SCALE 1" = 408040'N 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''W12''W16''W 16''W 16''W6''W PRD1.5''W-PRDBOEING FUEL FARMW. PERIMETER RD.BOEING FUELFARM BUILDINGNORTHING: 182729.05EASTING: 1298091.44NORTHING: 182945.55EASTING: 1298145.24BOEING 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 GRADEFIRE HYDRANTPROPOSED TAPPING TEEPROPOSED THRUST BLOCK------------APRIL 202435022.008.021" = 20'DSWSJNSMTWATER IMPROVEMENTS PLAN 6 OF 6C7.645 OF 71SCALES 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 60% DESIGNMBXKEYPLANRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:C7.6 April 10, 2024 04:54:52pm 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 NOTESNOTES:TESTING 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 PLN 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 PLN 300.5, SHEET C7.81-6" GV, FLxRJW/ TB PER CITY OF RENTON STD PLN 330.1,SHEET C7.88"DI WEX 12"DI W1-6" TEMP DI PLUG, RJ W/2" TEMP BLOW-OFFASSEMBLY PER CITY ORRENTON STD PLN 340.2,SHEET C7.8W/ TBEX 6"DI W8"DI WEX 12"DI WEX 6"DI WREMOVE 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 PLN 300.5, SHEET C7.81-8" GV, FLxRJW/ TB PER CITY OF RENTON STD PLN 330.1,SHEET C7.8TESTING CONNECTIONFINAL CONNECTIONSCALE: -NTSBHYDRANT H320C CONNECTION DTLEX CITY OF RENTON 12" DI WEX CITY OF RENTON 16" DI WEX CITY OF RENTON HYDRANTHYD-N-00233EX CITY OF RENTON HYDRANTHYD-N-00497EX CITY OF RENTON HYDRANTHYD-N-00216EX ABOVE GRADE FIREHYDRANT H328BEX 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 W/ BOEINGFIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS.2.CONTRACTOR SHALL POTHOLE EXISTING 12" & 16" DI WATER MAINS AT CONNECTION LOCATIONS AHEAD OFCONSTRUCTION OF FIRE HYDRANTS. CONFIRM LOCATION, DEPTH, SIZE & MATERIAL OF EX MAINS. NOTIFYENGINEER IMMEDIATELY IF FIELD CONDITIONS DIFFER FROM PLANS.3.PIPE DEFLECTION, WHEN REQUIRED, SHALL BE 1/2 MANUFACTURER'S RECOMMEND DEFLECTION.4.BOEING'S FUEL FARM IS A SECURED AREA W/ RESTRICTED ACCESS. CONTRACTOR WILL NOT HAVE ACCESSTO EXIST FIRE WATERLINE WITHIN THE FUEL FARM AREA.5.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RCD DWG. LOCATIONS AREAPPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES.6.PIPE BEDDING AND TRENCH BACKFILL PER CITY OF RENTON STD PLNS 220.00 AND 220.20EX 12"DI COUPLING.(PER RCD DWG)539 LF145 LF22 LFEX BOEING 6" DI WFUEL FARM BUILDING FIRE SERVICESEE NOTE 5, THIS SHEETPROTECT EX FENCEEX 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 SHEETREMOVE AND RESTORE EX FENCERESTORE EX CURB PER CITYSTD PLAN 101RESTORE EX GRAVEL AREATO EX CONDITIONSGRIND & OVERLAY PER CITY OFRENTON STD PLN 110.2, SHEET C7.7.RESTORE EX CURB, CONCPAVEMENT, AND HMA DRIVEWAYPROTECT EX WATER METER AND SERVICERESTORE DISTURBED CONC (TYP)RESTORE EX HMARESTORE EX HMA6"DI WEX 16"DI WABANDON EX FIRE WATERLINE IN PLACE, FILL W/ LDCC.EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TOOPEN VALVE, REMOVE OPERATING NUT & VALVE CAN.BACKFILL W/ CSTC & RESTORE SURFACE.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 NOTE 3 & 6, THIS SHEET.6" RJ DI PIPE, CLASS 52. SEE NOTE 6, THIS SHEET.DEMOLISH & REMOVE EX ABOVE GRADE FIRE HYDRANT &GATE VALVE. REMOVE EX HYDRANT TO 90° BEND & CAPFIRE WATERLINE. BACKFILL WITH CSTC & RESTORESURFACE.8" 90° BEND, RJ.MATCHLINE, SEE SHEET C7.3MATCHLINE, SEE SHEET C7.3 LEGENDLEGEND CONT.0SCALE 1" = 204020'NMATCHLINE, SEE SHEET C7.3FIRE WATERLINE NOTES CONT. 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:DTLS-1 April 10, 2024 04:57:39pm 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------------APRIL 202435022.008.02-DSWSJNSMTWATER DETAILS - 1C7.746 OF 71 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:DTLS-2 April 10, 2024 04:57:50pm 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------------APRIL 202435022.008.02-DSWSJNSMTWATER DETAILS - 2C7.847 OF 71 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:S 1-5 April 10, 2024 05:00:52pm 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 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------APRIL 202435022.008.02-DSWSJNSMTUTILITY ADJUSTMENT PLAN 1 OF 5C8.148 OF 71PAGE INTENTIONALLYLEFT BLANKFOR FUTURE USE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:S 2-5 April 10, 2024 05:01:04pm 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 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------APRIL 202435022.008.02-DSWSJNSMTUTILITY ADJUSTMENT PLAN 2 OF 5C8.249 OF 71PAGE INTENTIONALLYLEFT BLANKFOR FUTURE USE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:S 3-5 April 10, 2024 05:01:12pm 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 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------APRIL 202435022.008.02-DSWSJNSMTUTILITY ADJUSTMENT PLAN 3 OF 5C8.350 OF 71PAGE INTENTIONALLYLEFT BLANKFOR FUTURE USE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:S 4-5 April 10, 2024 05:01:17pm 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 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------APRIL 202435022.008.02-DSWSJNSMTUTILITY ADJUSTMENT PLAN 4 OF 5C8.451 OF 71PAGE INTENTIONALLYLEFT BLANKFOR FUTURE USE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Nieslanik, Sam Sheet Set:############################################################################################### Layout:S 5-5 April 10, 2024 05:01:27pm 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 98101LIC PROF 1WASHINGTON LICENSE NUMBERLIC PROF 1 #____------------APRIL 202435022.008.02-DSWSJNSMTUTILITY ADJUSTMENT PLAN 5 OF 5C8.552 OF 71PAGE INTENTIONALLYLEFT BLANKFOR FUTURE USE 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.S.S.S.S.PAVED PARKINGS.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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E0.1 April 11, 2024 04:29:13pm \\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 BANKEXISTING 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 1-2" SCH. 80 HDPE CONDUIT AND CABLING IN DIRECTIONAL BORE.TYP.TYP.TYP.TYP.TYP.TYP.TYP.RUNWAY 16-34TAXIWAY ATAXIWAY ATAXIWAY AA7A6A5A4A3A2A1TYP.TYP.------------APRIL 202435022.008.021" = 200'JDBJPTJDBELECTRICAL SCOPE OF WORK PLANE0.153 OF 71E1.1E2.1E1.2E2.2E1.3E2.3E1.4E2.4E1.5E2.5ADDITIVE ALTERNATIVE SCOPEOF WORK:INSTALL NEW 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONAL BORE FROM AIRFIELD LIGHTING VAULT TO NEWHOMERUN HANDHOLES.INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLES.INSTALL NEW H-20 TRAFFIC LOAD RATED CONCRETE HANDHOLES.INSTALL NEW AIRFIELD LIGHTING VAULT WITH (4) NEW CONSTANT CURRENT REGULATORS, NEW PILOTCONTROLLED RADIO, NEW RELAY CABINET, AND NEW PATCH PANEL. RELOCATE EXISTING SERVICE PANEL,AUTOMATIC TRANSFER SWITCHES, AND AIRFIELD ELECTRICAL POWER AND CONTROLS EQUIPMENT TO REMAIN.N0SCALE 1" = 200400200 MPH15TAXIWAY ARUNWAY 16-34T A X I W A Y A 7 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E1.1 April 11, 2024 04:31:16pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-0901190 © 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------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 1 OF 5E1.154 OF 71N0SCALE 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.PROTECT EXISITNG RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. PAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E1.2 April 11, 2024 04:31:35pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-0901190 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 2 OF 5E1.255 OF 71MATCHLINE, 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.PROTECT EXISITNG RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.REMOVE EXISTING IN-PAVEMENT RUNWAY EDGE LIGHT AND BASE CAN. SALVAGE EXISTING RUNWAYEDGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION. 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E1.3 April 11, 2024 04:31:55pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-0901190 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 3 OF 5E1.356 OF 71MATCHLINE, 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 EXISITNG RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.REMOVE EXISTING IN-PAVEMENT RUNWAY EDGE LIGHT AND BASE CAN. SALVAGE EXISTING RUNWAYEDGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION. 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E1.4 April 11, 2024 04:32:19pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-0901190 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 4 OF 5E1.457 OF 71MATCHLINE, 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.PROTECT EXISITNG RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.REMOVE EXISTING IN-PAVEMENT RUNWAY EDGE LIGHT AND BASE CAN. SALVAGE EXISTING RUNWAYEDGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION. MPH15MPH15TAXIWAY 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E1.5 April 11, 2024 04:32:39pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E1.0-ELEC DEMO-0901190 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL DEMOLITION PLAN 5 OF 5E1.558 OF 71MATCHLINE, 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 EXISITNG RUNWAY EDGE LIGHT IN PLACE.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. MPH15TAXIWAY 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E2.1 April 11, 2024 04:34:05pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5E2.159 OF 71MATCHLINE, SEE SHEET E2.2ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER WITH NEW#8 5KV AIRFIELD CABLING ON EXISTING BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.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.PROTECT EXISTING CONDUIT IN PLACE.PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.PROTECT EXISTING HANDHOLE IN PLACE. PAVEDPAVEDPAVEDPAVEDAHEADLANEONEAHEADLANEONE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E2.2 April 11, 2024 04:34:27pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5E2.260 OF 71MATCHLINE, SEE SHEET E2.1 MATCHLINE, SEE SHEET E2.3ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER WITH NEW#8 5KV AIRFIELD CABLING ON EXISTING BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.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.INSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT ON NEW L-868 BASE CAN. 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E2.3 April 11, 2024 04:34:51pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5E2.361 OF 71MATCHLINE, SEE SHEET E2.2 MATCHLINE, SEE SHEET E2.4ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER WITH NEW#8 5KV AIRFIELD CABLING ON EXISTING BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.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.INSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT ON NEW L-868 BASE CAN. 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E2.4 April 11, 2024 04:35:09pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5E2.462 OF 71MATCHLINE, SEE SHEET E2.3 MATCHLINE, SEE SHEET E2.5ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER WITH NEW#8 5KV AIRFIELD CABLING ON EXISTING BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.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.INSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT ON NEW L-868 BASE CAN. MPH15MPH15TAXIWAY 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E2.5 April 11, 2024 04:35:36pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E2.0-LIGHTING-090119000 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.021" = 40'JDBJPTJDBELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5E2.563 OF 71MATCHLINE, SEE SHEET E2.4ELECTRICAL CONSTRUCTION NOTESN0SCALE 1" = 408040INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER WITH NEW#8 5KV AIRFIELD CABLING ON EXISTING BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN.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 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. 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E3.1 April 11, 2024 04:37:46pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-09011 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101(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)ASPHALT PAVEMENTCONCRETE ENCASEMENT(P-610) 12" ALL AROUNDLOWER SECTION OF BASE24" DEEP SIZE 'B' L-868BASEL-830 ISOLATIONTRANSFORMERSET ISOLATIONTRANSFORMER ONBRICK PER FAASTANDARDS#6 BC CONNECT FROM EXTERNAL BASEGROUNDING LUG TO GROUND RODBELL END EXTEND 1-12"INTO BASE (TYP.)6' COIL OF SLACKCONDUCTOR12" DIASUBGRADE, SEECIVIL DRAWINGS3"12" MIN.IN-PAVEMENT TAXIWAY EDGE LIGHT FIXTUREL-852T(L) LEDFLANGE 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. EXCAVATIONGENERAL NOTE:ALL HARDWARE (BOLTS, NUTS &WASHERS) SHALL BE STAINLESSSTEEL PER SPECIFICATIONS.48" 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 MAT------------APRIL 202435022.008.02N/AJDBJPTJDBELECTRICAL DETAILSE3.164 OF 71 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E3.2 April 11, 2024 04:37:48pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-09011 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.02N/AJDBJPTJDBELECTRICAL DETAILSE3.265 OF 71EXISTING L-867 BASE WITH NEWISOLATION TRANSFORMER2" PVC SWEEPPOWER LEG/SUPPORT, VERIFY WITHEACH SIGN SIZE.#4 REBAR TIECOORDINATE W/ SIGNMANUFACTURER FOR EXACT NEWBOLT PATTERNVERIFYWITHMFGRANCHORS 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"24"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 MATERIALCENTER OF BASE CAN TO BE USEDAS POINT OF REFERENCE1.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)FINISHED INFIELDGRADE OR BOTTOMOF ASPHALTWIDTH ASREQUIRED3"4" MIN2" MIN4" MIN12"4"24" (MIN)WARNING TAPE(NOTE 3)#6 B.C. OR #1/0COUNTERPOISESAND ORP-153FLOWABLEFILLSCH. 40 PVCCOMPACTED NATIVEBACKFILL (90%) ORFLOWABLE FILL TO 6"BELOW FINISHEDGRADE2" SCH. 80 HDPECONDUIT(E)AC PAVEMENT(E)BASE COURSE(E)SUB BASE#6 B.C.COUNTERPOISE36" (MIN)BOTTOM 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 SECTION 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:E3.3 April 11, 2024 04:37:53pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E3.0-ELEC DETAILS-09011 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.02N/AJDBJPTJDBELECTRICAL DETAILSE3.366 OF 7118" RADIUS, MINIMUM (TYP)CADWELD OR EQUAL3/4"x10'-0" SECTIONAL COPPERWELDGROUND RODDRIVING STUDSECTIONAL ROD COUPLINGBARE COPPER CABLECADWELD OR EQUALBARE COPPER CABLE3/4"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.4"(TYP)4"(TYP)MANHOLES, 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"CABLE 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:AIRFIELD LIGHTING VAULT DEMOLITION PLAN April 11, 2024 04:39:36pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.02N/AJDBJPTJDBAIRFIELD LIGHTING VAULT DEMOLITION PLANE4.167 OF 71SYMEQUIPMENT 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN April 11, 2024 04:39:39pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.02N/AJDBJPTJDBAIRFIELD LIGHTING VAULT RECONFIGURATION PLANE4.268 OF 71SYMEQUIPMENT 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" 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:TAXIWAY A CIRCUIT MAP April 11, 2024 04:40:22pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\E5.0-CI © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101NORTH------------APRIL 202435022.008.021" = 40'JDBJPTJDBTAXIWAY A CIRCUIT MAPE5.169 OF 71'160* 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 ' 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:ADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN April 11, 2024 04:41:54pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton A © 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101------------APRIL 202435022.008.02N/AJDBJPTJDBADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT BUILDING PLANE4.1-A70 OF 71SYMDESCRIPTIONCAPACITYACCESSORIESREMARKSELEC.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.55LBS208V1ɸ15KWLED 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 60% DESIGNRENTON MUNICIPAL AIRPORTTAXIWAY A RECONSTRUCTION/REHABILITATIONAND ASSOCIATED IMPROVEMENTSPlotted By:Tobin, Jillian Sheet Set:############################################################################################### Layout:ADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLA April 11, 2024 04:41:59pm \\seafp01\mp_sea\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton A © 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'------------APRIL 202435022.008.02N/AJDBJPTJDBADDITIVE ALTERNATIVE - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAE4.2-A71 OF 71