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Home My WebLink AboutSP-22-012 Taxiway A - Plans - Record - 1200 Airport DrivePAVEMENT JOIN T PAVEMENT JO I N T 19-119-119-119-119-119-119-1E E ROFZ ROFZROFZTSA TSATSATSATSATSATSATSATSATSATOFATOFATOFA TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSA TOFA TSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSARSARSARSARSA RSA RSA RSA RSA RSA RSARSARSARSARSARSARSARSARSAROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZROFZROFZ ROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZRSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFA ROFA ROF A ROF A ROFA ROFA ROFA ROFA ROF AROFA ROFAROFAROFAROFAROFAROFAROFAROFAKENNE D Y D R I V EWILLISTON ROADCONTRACTOR ACCESSTHROUGH GATE 2TERMINALBUILDINGRUNWAY 1-19TAXIWAY GCOVERED PARKINGGARAGERUNWAY 15-33BEACON TOWERCONTRACTOR ACCESSTHROUGH GATE 7T-HANGERSSOUTH HANGERTAXIWAY CA P P RO X IM A T E A I R P O R T P R O P E R T Y L I N E (T Y P . )CONTRACTOR STAGINGAREAAIRPORT DRIVETAXIWAY BREHABILITATE TAXIWAY A (APPROX.1,800 X 50 LF) AND CONSTRUCT NEWTAXIWAY SHOULDERSBETA HANGERTAXIWAY FTAXIWAY GTAXIWAY M TAXIWAY H T A X I W A Y E VERMONT A.N.G.NATIONAL GUARD AVEGLIDE SLOPEANTENNALOCALIZERANTENNATAXIWAY ATAXIWAY B TAXIWAY C TAXIWAY J LOCALIZERANTENNAGLIDE SLOPE ANTENNARUNWAY 33 PAPI'SRUNWAY 15 PAPI'SRUNWAY 1 PAPI'SRUNWAY 19 PAPI'SRUNWAY SAFETY AREARUNWAY OBJECT FREE ZONECEMETARYLIMITS OF WORK (TYP.)SCALE04509001350 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONGENERAL PLAN AND AIRFIELD SURVEYCONTROL1"=300'FPSAMSSRS18715.012/18/22GP-01443REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSH IRE 03301 K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\FIGURES\PERMITTING - OVERALL SKETCH AND SITE PLAN.DWG NOTES:1.SURVEY SHOWN BASED ON VERMONT STATEPLANE NAD83 U.S. SURVEY FOOT, ELEVATIONSSHOWN BASED ON NAVD 88.2.SURVEY WAS CONDUCTED BY VERMONT SURVEYAND ENGINEERING, INC. DATED DECEMBER 2021.3.THERE ARE NO EXISTING OR PROPOSEDEASEMENTS, COVENANTS, OR OTHERRESTRICTIONS ON THE LAND WITHIN THE PROJECTAREA.OVERALL SITE PLAN1PROJECT LOCATIONPLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION LOCATION MAPVICINITY MAPPREPARED BY:IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LANDSURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPEARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THENOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCHALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.FAA A.I.P. 3-50-0005-TBD-2022COUNTY OF CHITTENDENPREPARED FOR:REHABILITATE TAXIWAY A AND CONSTRUCT NEWPAVED TAXIWAY SHOULDERSFINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONT18715.01BURLINGTON INTERNATIONAL AIRPORTFEBRUARY 18, 2022BURLINGTON INTERNATIONAL AIRPORT1200 AIRPORT DRIVESOUTH BURLINGTON, VT 05403(802) 865-7000WWW.BURLINGTONVT.GOV53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301VERMONTBURLINGTONINTERNATIONALAIRPORTSEALEDPE NOPE DATETURNER C. BRADFORD, P.E.9852210/04/2013PROJECT AREA1" = 1500'PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION PAVEMENT JOINT PAVEMENT JO I N T EE 19-119-119-119-119-119-119-1E E ROFZ ROFZROFZTSA TSATSATSATSATSATSATSATSATSATOFATOFATOFA TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSA TOFA TSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSARSA RSA RSA RSA RSA RSA RSA RSA RSA RSARSARSARSARSARSARSARSARSAROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZROFZ ROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZRSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFA ROFA ROF A ROF A ROFA ROFA ROFA ROF A ROF AROFA ROFAROFAROFAROFAROFAROFAROFAROFAKENNE D Y D R I V EWILLISTON ROADCONTRACTOR ACCESSTHROUGH GATE 2TERMINALBUILDINGRUNWAY 1-19TAXIWAY GCOVERED PARKINGGARAGERUNWAY 15-33BEACON TOWERCONTRACTOR ACCESSTHROUGH GATE 7T-HANGERSSOUTH HANGERTAXIWAY CA P P RO X IM A T E A I R P O R T P R O P E R T Y L I N E (T Y P . )CONTRACTOR STAGINGAREAAIRPORT DRIVETAXIWAY BREHABILITATE TAXIWAY A (APPROX.1,800 X 50 LF) AND CONSTRUCT NEWTAXIWAY SHOULDERSBETA HANGERTAXIWAY FTAXIWAY GTAXIWAY M TAXIWAY H T A X I W A Y E VERMONT A.N.G.NATIONAL GUARD AVEGLIDE SLOPEANTENNALOCALIZERANTENNATAXIWAY ATAXIWAY B TAXIWAY C TAXIWAY J LOCALIZERANTENNAGLIDE SLOPE ANTENNARUNWAY 33 PAPI'SRUNWAY 15 PAPI'SRUNWAY 1 PAPI'SRUNWAY 19 PAPI'SRUNWAY SAFETY AREARUNWAY OBJECT FREE ZONE12345CEMETARYPOINT TABLEPOINT #12345NAMEVSE 451VSE 343VSE 150VSE 343VSE 331Elevation329.215329.316329.208329.630329.178Northing718863.4477718224.8327717913.7737717471.5017717059.3747Easting1469928.60001470003.68001470053.75001469898.47601470119.2430SCALE04509001350 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONGENERAL PLAN AND AIRFIELD SURVEYCONTROL1"=300'FPSAMSSRS18715.012/18/22GP-01443REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-GENR.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONNOTES:COORDINATES SHOWN ARE BASED ON VERMONT STATEPLANE NAD83 U.S. SURVEY FOOT, ELEVATIONS SHOWNBASED ON NAVD 88.SURVEY WAS CONDUCTED BY VERMONT SURVEY ANDENGINEERING, INC. DATED DECEMBER 2021.CONTRACTOR'S SHALL FIELD VERIFY THAT POINTSSHOWN ON THIS PLAN ARE CORRECT AND CONSISTENTWITH THE INFORMATION PROVIDED IN THE CONTROLPOINT TABLE ABOVE PRIOR TO WORK.THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANYDISCREPANCY BETWEEN PLAN AND FIELD LENGTHSPRIOR TO CONSTRUCTION. PAV EM EN T JO I NTPAVEME NT JO IN T E E 19-119-119-119-119-119-119-1E EWORK AREA 3AWORKAREA 6WORK AREA 1AWORK AREA 1BWORK AREA 2WORK AREA 3CTAXIWAYARUNWAY 1-19(3,612' X 75')TERMINALAPRONTAXIWAY CTAXIWAYG TAXIWAYG TAXIWAYBREMAINOVERNIGHTAPRONTERMINALAPRONWORK AREA 3BCONTRACTOR ACCESSTHROUGH GATE 7 (WORKAREAS 4 THROUGH 6)CONTRACTOR ACCESSTHROUGH GATE 2 (WORKAREAS 1 THROUGH 3)WORK AREA 4BWORK AREA 4AWORK AREA 5BWORK AREA 5AINSTALL CONSTRUCTION ENTRANCE,SEE DETAIL SHEET EC-04(INCIDENTAL TO ITEM M-200-1)INSTALL CONSTRUCTION ENTRANCE,SEE DETAIL SHEET EC-04(INCIDENTAL TO ITEM M-200-1)APPROXIMATE AIRPORTPROPERTY LINE (TYP.)AIRPORT DRIVEKENNEDY DRIVEWILLISTON ROADREHABILITATE TAXIWAY A (APPROX.1,800 X 50 LF) AND CONSTRUCTNEW TAXIWAY SHOULDERSTAXIWAY BTAXIWAY GT-HANGARSSOUTH HANGARCOVERED PARKING GARAGETAXIWAY HTAXIWAY GLAYDOWN AREABETA HANGERCEMETERYBEACONTOWERTERMINALBUILDINGWILLISTONROADTAXIWAY BSCALE0200400600 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONOVERALL CONSTRUCTION SAFETY ANDPHASING PLAN1"=200'FPSAMSSRS18715.012/18/22CS-01543REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01- CSPP.DWG RSAROFALEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE AREATAXIWAY OBJECT FREE AREACONTRACTOR HAUL ROUTEFLAGGER/GATE GUARDTOFASTOPOVERALL CONSTRUCTION SAFETY AND PHASING PLAN NOTES1.CONTRACTOR SHALL PLACE LIGHTED BARRICADES AND RUNWAY LIGHTED MARKERSAS SHOWN ON THIS SHEET TO THE APPROVAL OF THE RESIDENT PROJECTREPRESENTATIVE (RPR) AND BURLINGTON OPERATIONS PRIOR TO THECOMMENCEMENT OF WORK. SEE DETAIL ON SHEET GN-01.2.ALL CONSTRUCTION PERSONNEL AND EQUIPMENT SHALL REMAIN WITHIN ACTIVEWORK AREAS.3.ALL WORK SHALL BE PERFORMED IN THE DESIGNATED WORK AREA. RUNWAYCLOSURE TO BE COORDINATED WITH BTV A MINIMUM OF 45 DAYS IN ADVANCE.4.ALL VEHICLES FROM THE CONSTRUCTION WORK AREAS SHALL BE CLEAR FROMFOREIGN OBJECT DEBRIS (FOD) PRIOR TO LEAVING BURLINGTON INTERNATIONALAIRPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A VACUUM SWEEPERWITH DEDICATED OPERATOR AT ALL TIMES AND SHALL PROVIDE ADEQUATE SWEEPINGAND MAINTENANCE OF THE HAUL ROUTES AT ALL TIMES.5.ALL DUMP BODY VEHICLES SHALL HAVE RETRACTABLE TARPS EQUIPPED FOR THEPURPOSE OF COVERING THEIR LOAD IN AN EFFORT TO PREVENT FOD.CONTRACT TIME6 CALEN'AR 'AY6 AN' A 6INGLE 12-HOUR PERIO'BTV GROUN' 113WORK AREAS TABLEWORK AREADESCRIPTION OF WORKCALENDAR DAYSCLOSURESCLOSURE NOTESLIQUIDATED DAMAGES1AEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING5GATES 3, 3A, 7, 8A CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD1BEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING5GATES 3A, 7, 8A CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD2EROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING7ALL GATES OPENCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD3AEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING AND SIGNAGE, DRAINAGE,TEMPORARY PAVEMENT MARKINGS, TOPSOILING AND SEEDING3 WITHIN WORK AREA2GATE 8 CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD3BEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING6GATES 8 AND 11 CLOSED,TAXIWAY B CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET. CONTRACTOR SHALLREMOVE TAXIWAY B LEAD-IN LINES ONRUNWAY PRIOR TO STARTING WORK. WORKON RUNWAY SHALL BE PERFORMEDBETWEEN THE HOURS OF 12:00 AM AND 6:00AM.TBD3CEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING5GATES 11 AND 11A CLOSED,TAXIWAY B CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD4AEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING AND SIGNAGE, DRAINAGE,TEMPORARY PAVEMENT MARKINGS, TOPSOILING AND SEEDING5GATE 11A CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD4BEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING5GATE 13 CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD5AEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING6GATE 13 CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD5BEROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,3" ASPHALT PAVING, LIGHTING, DRAINAGE, TEMPORARYPAVEMENT MARKINGS, TOPSOILING AND SEEDING6GATE 15 CLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBD6EROSION CONTROL, UNCLASSIFIED EXCAVATION, COLD MILLING,ASPHALT PAVING, LIGHTING AND SIGNAGE, DRAINAGE,TEMPORARY PAVEMENT MARKINGS, TOPSOILING AND SEEDING10ALL GATES OPEN, TAXIWAY CCLOSEDCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET. CONTRACTOR SHALLREMOVE TAXIWAY B LEAD-IN LINES ONRUNWAY PRIOR TO STARTING WORK. WORKON RUNWAY SHALL BE PERFORMEDBETWEEN THE HOURS OF 12:00 AM AND 6:00AM.TBDMASTERCOLD MILLING, 2" ASPHALT PAVING, PAVEMENT MARKINGSWITHIN WORK AREAS 1A, 1B, 2, 3A, 3B, 3C, 4A, 4B, 5A, AND 5BSINGLE 12-HOURPERIODCONTRACTOR SHALL INSTALL BARRICADESPER PLAN, THIS SHEET.TBDTOTAL TIME: 60 CALENDAR DAYS AND A SINGLE 12-HOUR PERIODSTOP6.ALL HAUL ROUTES SHALL BE RESTORED TO THEIR EXISTING CONDITION FOLLOWING CONSTRUCTION.7.ACCESS TO THE AIRPORT WILL BE VIA BTV GATE 7 OR GATE 2 AS SHOWN ON PLANS. THE CONTRACTOR SHALL BE REQUIRED TO STATION A CONTRACTORSUPPLIED GATE GUARD AT THE GATE DURING WORKING HOURS.8.CONTRACTOR SHALL PROVIDE RESTROOM FACILITY LOCATED ON THE AIRFIELD WITHIN THE WORK AREA, AND SECURED TO WITHSTAND WIND AND JET BLAST.THESE SHALL BE ROUTINELY SERVICED AS REQUIRED.9.ANY PAVEMENT OR OTHER STRUCTURE DAMAGED DUE TO CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.10.ANY PAVEMENT MARKING DAMAGED OR OBSCURED DUE TO HEAVY TRAFFIC SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.11.STOCKPILE HEIGHTS SHALL NOT EXCEED 35'.12.TYPICAL ALLOWABLE CONTRACTOR WORK HOUR: 7:00 AM TO 7:00 PM, OR NIGHT SHIFTS (12:00AM (MIDNIGHT) TO 6:00AM) TO LIMIT CLOSURE OF THE RUNWAYSAND/OR TAXIWAYS, AS DESCRIBED IN THE WORK AREA TABLE ON THIS SHEET. THE CONTRACTOR SHALL CONTACT AIRPORT OPERATIONS DAILY BEFORESTARTING WORK. AIRPORT OPERATIONS HAS THE RIGHT TO DELAY THE START AND END OF WORK DUE TO WEATHER OR AIRPORT EMERGENCIES.STOPPLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION W EE EE E E E E 11A1188A73A35A B 3.2'TALL BLUE BLUE BLUE 21 BLUE 17 BLUE 18 BLUE 20 WHITE/ORANG E WHITE/ORANGE EMH9 A/G 3.2'TALL BLUE BLUE BLUE 57 BLUE 17 B 3.2'TALL WHITE 19-1/G 3.2'TALL BEGIN NEW PA V E WHITE BLUE BLUE BLUE BLUE BLUE FAA POWER BLUE 50 BLUE 48 BLUE 19 BLUE 17 BLUE BLUE 49 B 3.2'TALL BLUE BLUE BLUE BLUE BLUE FAA FOTS G 3.2'TALL B 19-1 B 3.2' T A L L BLUE BLUEBLUE B A 3.2'TALL BLUE BLUE BLUE BLUE BLUE BLUE AMBERUD BLUE BLUE BLUE BLUE BLUE 18"RCP18"RC P 18"PVC36"CMP18"RCP18"PVCTG 331.0318"INV 323.236"INV 323.1BOT 321.0 BM401X ON SIGN BASEEL 329.357 TG 330.3018"INV S 323.618"INV N 323. 5 BOT 323.4 TG 328.84INV IN 324.7INV OUT 324.6BOT 322.4 TG 329.92INV IN 324.5INV OUT 324. 4BOT 321.3 TG 330.38INV 325.8BOT 322.5 VSE 343 MAGHU BN 718224.839E 1470003.761EL 329.31618"RCPAMBERAMBERAMBERAMBERAMBERAMBER TG 331.21 TG 331.53 TG 331.99 TG 331.98 TG 331.84 TG 331.45 TG 331.39 TG 331.23RIM329.79INV 318.8 RIM 330.57INV IN 320.4INV OUT 319.6BOT 317.636"RCP 36"RCP RIM 331.14INV IN 321.0INV OUT 320.9BOT 319.2 36"RCPTG 329.13INVS IN 321.8INV OUT 321.7BOT 319.4 TG 328.47INV OUT 322.2BOT 320.2 UD UD UD UD RIM 329.88 RIM 331.93 UD FLASHINGYELLOW(2) RIM 331.28 FLASHINGYELLOW(2) 4"DIA TUBE0.6'AG VSE 451 MAGH U BN 718863.454E 1469928.681EL 329.215 19-119-119-119-119-119-119-119-119-119-1DDD D D DDDDDDDD DDDDDDDDTSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSA TSA TSA TSATSATOFATOFATSATSATSATSATSATSATSAT S A TOFATOFATOFATOFATOFA TOFA TOFATSATSATSATSA RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSA RSAROFAROFAROFAROFAROFAROFA ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFATAXIWAY A ALIGNMENTSTATION=227+69OFFSET=41.39N=718750.73E=1469786.97TAXIWAY B ALIGNMENTSTATION=651+50OFFSET=-39.78N=718333.94E=1470039.76TAXIWAY B ALIGNMENTSTATION=651+50OFFSET=37.38N=718410.29E=1470028.63TAXIWAY A ALIGNMENTSTATION=227+70OFFSET=-38.00N=718761.75E=1469865.59650+00651+00652+00653+00654+00 350+00 351+00 352+00 353+00 354+00 3 5 5 + 0 0223+00224+00225+00226+00227+00228+00229+00230+00231+00232+00233+00234+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+00TAXIWAY B ALIGNMENTSTATION=654+00OFFSET=0.00N=718338.02E=1469786.65TAXIWAY B ALIGNMENTSTATION=650+00OFFSET=0.00N=718394.51E=1470182.63CONTRACTOR SHALL COLD MILL EXISTING PAVEMENT.SEE NOTE 2 (TYP.) (BASE BID) (ITEM P-101.5.6)LIMIT OF WORK (TYP.)EXISTING CONCRETESEE PAVEMENT TRANSITIONDETAIL, SHEET TY-01(INCIDENTAL TO ITEM P-101-5.6)EXISTING DRAINAGE TO REMAINAND BE PROTECTED (TYP.)REMOVE AND DISPOSE OF EXISTING SIGN &FOUNDATION (BASE BID) (ITEM L-125-5.5)LIMITS OF GRADING (TYP.) CONTRACTORSHALL REMOVE AND STOCKPILE TOPSOIL(BASE BID) (ITEM XXX-XXX)REMOVE AND DISPOSE OF EXISTINGTAXIWAY EDGE LIGHT AND BASE CAN (TYP.)(BASE BID) (ITEM L-125-5.2)REMOVE AND DISPOSE OFEXISTING SIGN & FOUNDATION(BASE BID) (ITEM L-125-5.5)CONTRACTOR SHALL PROTECT AND REPAIR ANYDAMAGES TO THE EXISTING EDGE OF CONCRETE AT NOADDITIONAL COST TO THE OWNER (TYP.)PROTECT EXISTING THERMOPLASTICMARKINGS AND REPAIR ANY DAMAGES ATNO ADDITIONAL COST TO THE OWNER (TYP.)REMOVE AND DISPOSE OF EXISTING CONCRETEENCASED DUCT BANK AND ELECTRICAL CABLES (TYP.)(BASE BID) (ITEM L-125-5.3)REMOVE AND DISPOSE OF EXISTING ASPHALTPAVEMENT AND BASE COURSE (TYP.)(BASE BID) (ITEM XXXXXX)REMOVE APPROXIMATELY 240'OF TAXIWAY EDGE MARKING (BASE BID) (ITEM P-620-4.1A)REMOVE TAXIWAY LEAD-IN LINE PRIOR TOCLOSING TAXIWAY B (BASE BID) (ITEM P-620-4.1A)REMOVE AND DISPOSE OF EXISTING SIGN& FOUNDATION (BASE BID) (ITEM L-125-5.5)REMOVE AND REPLACE EXISTING FAAHANDHOLES. SEE NOTE 1REMOVE TAXIWAY LEAD-IN LINE PRIOR TOCLOSING TAXIWAY B (BASE BID) (ITEM P-620-4.1A)RUNWAY 1-19 (3,612' X 75')TAXIWAY ATERMINALAPRONTERMINAL GATE 5TERMINAL GATE 11TAXIWAY G TAXIWAY BTAXIWAY A ALIGNMENTSTATION=226+33OFFSET=-64.52N=718901.29E=1469872.48REMOVE AND RESET TWO (2) EXISTING TAXIWAYEDGE LIGHTS AND TWO (20 EXSITING RUNWAYINDICATOR LIGHTS (BASE BID) (ITEM XXXXXX)SCALE04080120 FTBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DEMO.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONEXISTING CONDITONS ANDDEMOLITION PLAN (SHEET 1 OF 4)1"=40'FPSAMSSRS18715.012/18/22DE-011843REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSMATCHLINE (SEE SHEET DE-02)RSAROFZROFATSATOFAFAAPDFAACLEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE ZONERUNWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAUNDER DRAINFAA POWERFAA FIBER OPTIC CABLEDEMO CENTERLINE MARKINGUNDER DRAIN DIRECTIONELECTRICAL CABLE AND CONDUIT TO BE REMOVEDREMOVE AND DISPOSE OF EXISTING TAXIWAY LIGHT AND BASE5" COLD MILLINGFULL DEPTH PAVEMENT REMOVALNOTES:1.CONTRACTOR SHALL COORDINATE WITH FAA PRIORTO DISTURBING FAA CABLES OR HANDHOLES.CONTRACTOR SHALL COORDINATE LAYOUT OF FAACABLES WITH FAA. (ITEM XXXXX)2.CONTRACTOR SHALL MILL PAVEMENT TO GRADESAS SHOWN ON SHEETS DE-03 THROUGH DE-04.MILLING EQUIPMENT SHALL BE EQUIPPED WITHAUTOMATIC GRADE CONTROL DEVICES CAPABLE OFMAINTAINING THE DEPTH OF CUT. THE CONTROLSYSTEM SHALL BE AUTOMATICALLY ACTUATEDFROM A SURFACE THROUGH A SYSTEM OFMECHANICAL SENSORS OR SENSOR-DIRECTEDMECHANISMS WHICH WILL MAINTAIN THE DEPTH OFCUT AND MAINTAIN A PREDETERMINEDTRANSVERSE AND LONGITUDINAL SLOPE. (ITEMP-101-5.6, M-100-1). ADD ALT 1 (TYP.)PAVEMENT JOINTPAVEMENT JOINTE W W E E E E E13AREA UNDERCONSTRUCTI O N WHITE BLUE BLUE 57 BLUE BLUE 1 BLUE BLUE EL UTIL CABINET BLUE 58 BTV C 3.2'TALL BLUE NEW PVC CASI N G A/C 3.3'TALL EL BLUE 54 BLUE C 19-1/C 3.2'TA L L BLUE C 3.2'TALL BLUE BLUE 59 BLUE BLUEBLUE BLUE BLUE 8 BLUE WHITE 10 BLUE BLUE 6 BLUE BLUE 7 BLUE C-A/A 3.2'TALL BLUE PAVEMENT JOI NT 24"PVCS2.012.3.4/3'X 2 ' G R A T ETG 328.6224"INV S 323. 124"INV N 322.5BOT 319.6/5' D I A24"PVCS2.028.01.8'X2.2'GRA T ETG 328.1115"INV 323.124"INV S 321. 624"PERF INV N 3 1 9 . 7BOT 317.2/4'DIA S2.028.12.2'DIA COVE R RIM 329.0218"INV-NO AC C E S S 15"INV 323.2BOT 320.2/4' D I A S2.028.22.2'DIA COVERRIM 328.8118"INV 323.936"INV 321.124"INV-NO A C C E S S BOT 317.9/7'D I A S2.028.32.2'DIA COVE R RIM 329.3424"INV 321.236"INV 321.1BOT 318.0/6' D I A 24"RCP24"CMP PERF18"RCP15"RCP 24"PVC S2.027.0TG 328.3724"INV N 320. 424"INV S 317.3INV W-NO ACCE S SBOT 315.8 15"RCP S2.012.3.6TG 328.7424"INV S 324.124"INV N 324 . 0BOT 319.9 S2.028.4/2.2'DI A C O V E R RIM 329.0124"PVC INV E 32 1 . 524"PVC INV E 3 2 1 . 436"CPEP INV N 3 2 1 . 036"CPEP INV S 3 2 0 . 7 BOT 318.0/6'DI A 36"CPEP36"CPEPS2.012.3.0/3'X 2 ' G R A T ERIM 328.80INV IN N 321. 7INV IN S 321.7INV OUT 321.5BOT 318.6/5'D I A 24"PVC 36"CPEPS2.028.6/2.2' D I A C O V E R RIM 329.4924"RCP INV 322. 336"CPEP INV S 3 2 1 . 1COULD NOT A C C E S S E I N V BOT 317.7/6'-8' D I A S2.028.5.0/2.2' D I A C O V E RRIM 328.8536"CPEP INV S 3 2 1 . 1COULD NOT AC C E S S N & W I N V S BOT 317.1/6'- 8 ' D I A S2.029/2.2'X1. 8 ' G R A T ERIM 328.3024"CMP INV N 3 1 9 . 924"CMP INV E 3 1 9 . 824"CMP INV S 3 1 9 . 8BOT 318.3/4'D I A 24"CMP PERF S2.028.5.2/2.2' D I A C O V E RRIM 329.05TOP RIM WALL 3 2 4 . 4BOT 318.4 S2.028.5.3/2.2'DIA COVERRIM 329.18BOT 318.5 24"RCPS2.028.5.1/2.2'DIA COVERRIM 329.09TOP WEIR WALL 3 2 6 . 5WEIR WALL S H E L F 3 2 4 . 524"CPEP INV 3 2 2 . 4BOT 318.4 S2.028.7/2.2'DIA COVERRIM 329.22INV IN 322.1INV OUT 322.3BOT 318.8/4'DIASOUTH PIPE BLOCKED BY GRATE 18"PVC24"RCPS2.028.8.0/2.2'DIA COVERTG 329.0812" INV IN 324.018" INV IN 323.6INV OUT 323.0BOT 319.8/4'D I A 12"PVCINV 328.1 S2.028.8.1RIM 329.01INV OUT 325. 2BOT 325.1 0.35'POLY DRAIN INV 328.3 18"RCP 24"PVCS2.012.3.1/3'X2'GRATERIM 329.36INV IN 323.4INV OUT 323.2BOT 320.2/5'DIAS2.030/2.2'X1.8'GRATERIM 328.4224"CMP INV E 320.024"CMP INV S 319.9BOT 318.3/4'DIA 24"CMP PERF 24"PVCINV 317.4 INV 319.0 36"CPEP36"CPEPTG 329.64 TG 329.52 TG 329.38TG 328.89 EL EL EL TG 329.56 24"CMP PERFTG 330.32TG 330.65 4"DIA TUBE0.3'AG VSE 1505/8"REBAR VSE CONTROL CAPN 717913.780E 1470053.831EL 329.208 VSE 343MAGHUBN 717471.508E 1469898.557 EL 329.630 VSE 331 MAGH U BN 717059.381E 1470119.324EL 329.178 24"RCP24"PVC19-119-119-119-1DD DDDD D D D D EDDD DDDDDDDDDDDDDTSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSA TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFATAXIWAY C ALIGNMENTSTATION=751+48OFFSET=56.59N=717291.64E=1470197.96TAXIWAY C ALIGNMENTSTATION=751+40OFFSET=-37.26N=717198.00E=1470208.53TAXIWAY A ALIGNMENTSTATION=244+00OFFSET=-19.40N=717145.15E=1470077.42750+00 751+00 752+00 753+00 754+00 755+00 235+00236+00237+00238+00239+00240+00241+00242+00243+00244+00245+00245+7235+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00TAXIWAY A ALIGNMENTSTATION=241+07OFFSET=42.34N=717426.71E=1469974.89R100'TAXIWAY C ALIGNMENTSTATION=755+00OFFSET=0.00N=717227.31E=1469847.90TAXIWAY A ALIGNMENTSTATION=244+00OFFSET=42.43N=717136.42E=1470016.21TAXIWAY C ALIGNMENTSTATION=750+00OFFSET=0.00N=717238.34E=1470347.57COLD MILL 5"(ITEM P-101.56)LIMIT OF WORKEXISTING DRAINAGE TO REMAINAND BE PROTECTED (TYP.)LIMITS OF GRADING (TYP.).CONTRACTOR SHALL REMOVE ANDSTOCKPILE TOPSOILEXISTING GLYCOL SYSTEM TREATMENTTO REMAIN AND BE PROTECTEDREMOVE EXISTING ELECTRICALTAXIWAY EDGE LIGHT AND BASE CAN(TYP.) (BASE BID) (ITEM L-125-5.2)REMOVE AND DISPOSE OF EXISTING SIGN& FOUNDATION (BASE BID) (ITEM L-125-5.5)REMOVE AND DISPOSE OFEXISTING SIGN &FOUNDATION (ITEM L-125-5.5)(ADD ALT. 1)REMOVE AND DISPOSE OF EXISTINGSIGN ONLY (ADD ALT. 1) ( ITEM L-125-5.6)REMOVE AND DISPOSE OF EXISTING CONCRETEENCASED DUCT BANK AND ELECTRICAL CABLES(BASE BID) (TYP.) (ITEM L-125-5.3)PROTECT EXISTING THERMOPLASTICMARKINGS AND REPAIR ANY DAMAGES ATNO ADDITIONAL COST TO THE OWNER (TYP.)SAWCUT EXISTING PAVEMENT AND PROVIDEA CLEAN VERTICAL EDGE (TYP.)(ADD ALT 1) (INCIDENTAL TO ITEM P-101-5.6)TAXIWAY C ALIGNMENTSTATION=750+78OFFSET=95.13N=717331.72E=1470267.17TAXIWAY C ALIGNMENTSTATION=750+62OFFSET=-40.02N=717196.96E=1470286.38TAXIWAY A ALIGNMENTSTATION=241+07OFFSET=-42.64N=717438.28E=1470059.08REMOVE TAXIWAY LEAD-IN LINE PRIOR TO CLOSINGTAXIWAY C (ADD ALT. 1) (ITEM P-620-4.1A)CONTRACTOR SHALL COLD MILLEXISTING PAVEMENT. SEE NOTE 2(TYP.) (ITEM P-101.5.6)TAXIWAY ARUNWAY 1-19 (3,612' X 75')BEACONRAMPCEMETERYTERMINAL GATE 15TAXIWAY CREMAINOVERNIGHTAPRON PROPERTY LINETERMINALAPRONSCALE04080120 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONEXISTING CONDITIONS ANDDEMOLITION PLAN (SHEET 2 OF 4)1"=40'FPSAMSSRS18715.012/18/22DE-021943REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DEMO.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONMATCHLINE (SEE SHEET DE-01)RSAROFZROFATSATOFAFAAPDFAACLEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE ZONERUNWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAUNDER DRAINFAA POWERFAA FIBER OPTIC CABLEDEMO CENTERLINE MARKINGUNDER DRAIN DIRECTIONELECTRICAL CABLE AND CONDUIT TO BE REMOVEDREMOVE AND DISPOSE OF EXISTING TAXIWAY LIGHT AND BASE5" COLD MILLINGFULL DEPTH PAVEMENT REMOVALNOTES:1.CONTRACTOR SHALL COORDINATE WITH FAA PRIORTO DISTURBING FAA CABLES OR HANDHOLES.CONTRACTOR SHALL COORDINATE LAYOUT OF FAACABLES WITH FAA.2.CONTRACTOR SHALL MILL PAVEMENT TO GRADESAS SHOWN ON SHEETS DE-03 THROUGH DE-04.MILLING EQUIPMENT SHALL BE EQUIPPED WITHAUTOMATIC GRADE CONTROL DEVICES CAPABLE OFMAINTAINING THE DEPTH OF CUT. THE CONTROLSYSTEM SHALL BE AUTOMATICALLY ACTUATEDFROM A SURFACE THROUGH A SYSTEM OFMECHANICAL SENSORS OR SENSOR-DIRECTEDMECHANISMS WHICH WILL MAINTAIN THE DEPTH OFCUT AND MAINTAIN A PREDETERMINEDTRANSVERSE AND LONGITUDINAL SLOPE. (ITEMP-101-5.6, M-100-1). E UD 18"RCP18"RC P 18"PVC36"CMP18"RCP18"PVC18"RCPUD UD UD UD UD 19-119-119-119-119-1DDDDDDDDDDDDDDDTSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSA TSA TSA TSATSATOFATOFATSATSATSATSATSATSATSATS A TOFATOFATOFATOFATOFA TOFA TOFATSATSATSATSA RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZRSA RSAROFAROFAROFAROFAROFAROFA ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA129.5'85.5'72' 60'125'300' 85.5' 129.5'52.1'52.1'35'72'145'192.55'72'35' 72'145'INSTALL NEW ASPHALT SHOULDERS WITH 10" P-209CRUSHED AGGREGATE BASE WITH 4" P-401 ASPHALTPAVEMENT AND P-603 BITUMINOUS TACK COAT BETWEENLIFTS (TYP.) (ITEMS P-154, P-209, P-401, P-602, P-603)TRANSITION PAVEMENT INLAY. SEEPAVEMENT TRANSITION DETAIL, SHEET TY-01MATCH EXISTING CONCRETEAPRON PAVEMENT (TYP.)CONTRACTOR SHALL REHABILITATE TAXIWAY A (TYP.)INSTALL NEW 5" P-401 ASPHALT PAVEMENT INLAYWITH P-603 TACK COAT BETWEEN LIFTS (TYP.)SEE DETAIL A-A, SHEET TY-01LIMITS OF GRADINGFUTURE PAVEMENTGEOMETRY (TYP.)INSTALL NEW FULL STRENGTH TAXIWAY PAVEMENT WITH 6"P-209 CRUSHED AGGREGATE BASE WITH 9" P-401 ASPHALTPAVEMENT AND P-603 BITUMINOUS TACK COAT BETWEENLIFTS (TYP.) (ITEMS P-154, P-209, P-401, P-602, P-603)EDGE OF TAXIWAY AFULL STRENGTH (TYP.)650+00651+00652+00653+00654+00 350+00 351+00 352+00 353+00 354+00 3 5 5 + 0 0223+00224+00225+00226+00227+00228+00229+00230+00231+00232+00233+00234+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0090°0'0"'1262729283031323335363839404142434544464748493437SEE DETAIL B-B, SHEET TY-01BBB1B1SEE DETAIL B1-B1,SHEET TY-01RUNWAY 1-19 (3,612' X 75')TAXIWAY ATERMINALAPRONTERMINAL GATE 5TERMINAL GATE 11TAXIWAY G TAXIWAY B 9 0 ° 0 ' 0 " 'ALIGNMENT=TAXIWAY BSTATION=650+00.00NORTHING=718394.51EASTING=1470182.63ALIGNMENT=TAXIWAY BSTATION=654+00NORTHING=718338.02EASTING=1469786.65POINT TABLEPOINT #123467891011121314161718192021222425NORTHING718750.7347717136.4203717145.1518717184.6898717163.4934717184.1614717197.9994717196.9564717331.6999717291.6423717310.3948717288.6855717301.1759717321.7211717321.2299717372.6235717443.3319717437.6780717453.6222717738.3121717846.3446717843.8500EASTING1469786.96621470016.21031470077.41651470117.73551470209.56231470208.95981470208.53421470286.37741470267.15141470197.96061470196.61371470176.09011470122.03181470121.62681470100.17331470078.81961470071.09851470051.79001470053.72041470018.66271470003.25121469983.4046POINT TABLEPOINT #26272829303132333536383940414243444546474849NORTHING718142.2579718142.2555718277.0701718291.0276718301.3132718298.3134718318.7474718332.3541718333.9379718410.3449718421.4435718437.1033718457.5373718445.3300718452.1865718433.5843718561.4351718577.5287718571.9056718763.4469718761.9468718760.6218EASTING1469971.05431469950.93651469985.69011469967.08791470044.41021470072.04271470069.12771470067.18661470039.75611470028.85621470058.58191470056.34791470053.43291470023.86501469960.70871469946.75131469893.96711469908.96031469889.64431469876.08431469865.56111469856.2736SCALE04080120 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONGEOMETRY PLAN (SHEET 1 OF 2)1"=40'FPSAMSSRS18715.012/18/22GE-012243REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-GEOM.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONMATCHLINE (SEE SHEET GE-02)LEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE ZONERUNWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARSAROFZROFATSATSA5" REDEVELOPED ASPHALT INLAYNEW FULL STRENGTH ASPHALTNEW SHOULDER PAVEMENT PAVEMENT JOINTPAVEMENT JOINTE 24"PVC24"PVC24"RCP24"CMP PERF18"RCP15"RCP 24"PVC 15"RCP 36"CPEP36"CPEP24"PVC 36"CPEP 24"CMP PERF24"RCP18"PVC24"RCP12"PVC0.35'POLY DRAIN 18"RCP 24"PVC24"CMP PERF 24"PVC36"CPEP36"CPEP24"CMP PERF24"RCP24"PVC19-119-1EDDD DDDDDDDDDDDDDTSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSA TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAAAALIGNMENT=TAXIWAY CSTATION=755+00NORTHING=717227.31EASTING=1469847.90ALIGNMENT=TAXIWAY ASTATION=245+71.85OFFSET=0.0000NORTHING=716972.29EASTING=1470082.4860'125'300'85.5'129.5'300'25'SEE DETAIL A-A, SHEET TY-01INSTALL NEW 5" P-401 ASPHALT PAVEMENT INLAYWITH P-603 TACK COAT BETWEEN LIFTS (TYP.)(ITEMS P-401, P-603)CONTRACTOR SHALL REHABILITATE TAXIWAY A (TYP.)LIMITS OF GRADINGFUTURE PAVEMENT GEOMETRYEDGE OF FULL STRENGTH TAXIWAY A (TYP.)750+00 751+00 752+00 753+00 754+00 755+00 235+00236+00237+00238+00239+00240+00241+00242+00243+00244+00245+00245+7235+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0025' 35.34' 71.3'71.3'139.61'301.96'R 1 0 0 '102936781112131416192120222324251718C14155SEE DETAIL C-C, SHEET TY-01CC9 6 ° 5 1 ' 1 5 " 'INSTALL NEW ASPHALT SHOULDERS WITH 10" P-209CRUSHED AGGREGATE BASE WITH 4" P-401 ASPHALTPAVEMENT AND P-603 BITUMINOUS TACK COAT BETWEENLIFTS (TYP.) (ITEMS P-209, P-401, P-602, P-603)INSTALL NEW FULL STRENGTH TAXIWAY PAVEMENT WITH 6"P-209 CRUSHED AGGREGATE BASE WITH 9" P-401 ASPHALTPAVEMENT AND P-603 BITUMINOUS TACK COAT BETWEENLIFTS (TYP.) (ITEMS P-209, P-401, P-602, P-603)INSTALL NEW ASPHALT SHOULDERS WITH 10" P-209CRUSHED AGGREGATE BASE WITH 4" P-401 ASPHALTPAVEMENT AND P-603 BITUMINOUS TACK COATBETWEEN LIFTS (TYP.) (ITEMS P-209, P-401, P-602, P-603)INSTALL NEW FULL STRENGTH TAXIWAY PAVEMENT WITH 6"P-209 CRUSHED AGGREGATE BASE WITH 9" P-401 ASPHALTPAVEMENT AND P-603 BITUMINOUS TACK COAT BETWEENLIFTS (TYP.) (ITEMS P-209, P-401, P-602, P-603)ALIGNMENT=TAXIWAY CSTATION=750+00.00NORTHING=717238.34EASTING=1470347.67TAXIWAY ARUNWAY 1-19 (3,612' X 75')BEACONRAMPCEMETERYTERMINAL GATE 15TAXIWAY CREMAINOVERNIGHTAPRON PROPERTY LINETERMINALAPRONSCALE04080120 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONGEOMETRY PLAN (SHEET 2 OF 2)1"=40'FPSAMSSRS18715.012/18/22GE-022343REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-GEOM.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONMATCHLINE (SEE SHEET GE-01)LEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE ZONERUNWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREARSAROFZROFATSATSA5" REDEVELOPED ASPHALT INLAYNEW FULL STRENGTH ASPHALTNEW SHOULDER PAVEMENT W E EMH9 FAA POWER FAA FOTS UD 18"RCP18"RC P 18"PVC36"CMP18"RCP18"PVC18"RCPUD UD UD UD UD 19-119-119-119-119-1DDD D D DDDDDDDD DDDDDDDDTSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSA TSA TSA TSATSATOFATOFATSATSATSATSATSATSATSAT S A TOFATOFATOFATOFATOFA TOFA TOFATSATSATSATSA RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSA RSAROFAROFAROFAROFAROFAROFA ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA330.5331.0331.0331.0 331.0331.5330.6 330.7 330.7330.7330.8 330.8330.8330.9330.9330.9 330.9331.1331.1 331.1 331.1331.2331.2 331.2 331.2331.3331.3331.4331.6331.7331.8331.9329329330330330330330330330331331331329.5329.5329.5329.5 329.5329.5330.5330.5330.5330.5330.5331.5329.76 330.30 329.12 RUNWAY 1-19 (3,612' X 75')TAXIWAY ATERMINALAPRONTERMINAL GATE 5TERMINAL GATE 11TAXIWAY G TAXIWAY B 650+00651+00652+00653+00654+00 BP: 650+00.00EP: 653+99.99350+00 351+00 352+00 353+00 354+00 3 5 5 + 0 0223+00224+00225+00226+00227+00228+00229+00230+00231+00232+00233+00234+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0097'47'MH-2CB-4CB-6CB-2CB-3MH-1CB-5CB-1P-4P-3P-2 P-1331.0331.0332.0332.0332.0330.5330.5331.5331.5331.5332.5C-1C-2C-3C-4C-5C-6CBR-1331.0331.0332.0332.0332.0330.5330.5331.5331.5331.5332.5MATCH EXISTING PAVEMENT GRADES.CONTRACTOR SHALL VERIFY GRADESPRIOR TO CONSTRUCTIONMATCH EXISTINGGRADES (TYP.)INSTALL NEW FILTRATION CHAMBER(ITEM NO. D-750)INSTALL INLET PROTECTION (TYP.)(ITEM NO. C-102-5.1d)APPROXIMATE LIMITOF WORK (TYP.)EXISTING DRAINAGE MANHOLETO REMAIN AND BE PROTECTEDINSTALL NEW 30" CLASS V RCP.SEE PIPE SCHEDULE, SHEET GR-01(ITEM D-701-5.2)INSTALL INLET PROTECTION ON EXISTINGINLET (TYP.) (ITEM NO. C-102-5.1d)CONNECT NEW RCP INTO EXISTINGCATCH BASIN CB-1. SEE NOTE 1INSTALL NEW MANHOLE MH-1.SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 2. (ITEM D-751-5.1)INSTALL NEW MANHOLE MH-2.SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 2. (ITEM D-751-5.1)INSTALL NEW 36" CLASS V RCP.SEE PIPE SCHEDULE, SHEET GR-01(ITEM D-701-5.3)INSTALL NEW CATCH BASIN CB-3SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 4. (ITEM D-751-5.2)INSTALL NEW 36" CLASS V RCP.SEE PIPE SCHEDULE, SHEET GR-01(ITEM D-701-5.3)INSTALL INLET PROTECTION (TYP.)(ITEM NO. C-102-5.1d)CONNECT NEW RCP INTO EXISTINGCATCH BASIN CB-2. SEE NOTE 1INSTALL NEW CATCH BASIN CB-2.SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 2. (ITEM D-751-5.1)INSTALL NEW CATCH BASIN CB-5SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 4. (ITEM D-751-5.2)INSTALL NEW 18" CLASS V RCP.SEE PIPE SCHEDULE, SHEET GR-01(ITEM D-701-5.1)INSTALL INLET PROTECTION (TYP.)(ITEM NO. C-102-5.1d)CONNECT NEW RCP INTO EXISTINGCATCH BASIN CB-6. SEE NOTE 4EXISTING DRAINAGE STRUCTURETOP OF GRADE: 331.14INVERT IN ELEVATION: 321.0INVERT OUT ELEVATION: 320.9BOTTOM: 319.2STRUCTURE TABLESTRUCTURECB-1CB-2CB-3CB-4CB-5CB-6CB-7CB-8CB-9MH-1MH-2MH-3RIM328.47329.37329.15329.86328.84329.55327.89328.20328.67328.99329.84328.44INV(S) IN322.20323.20324.70322.00325.72INV OUT325.92323.50325.10320.05322.30322.25NORTHING718854.40718772.98718543.69718511.24718183.81718214.93717733.16717396.07717424.34718836.20718774.58717410.59EASTING1469944.491469918.131469967.771469950.811470015.421469992.761470064.051470136.901470107.221469950.611469957.711470139.56PIPE TABLENAMEP-1P-2P-3P-4P-5P-6SIZE30"36"18"18"18"18"LENGTH19.20'39.62'36.62'38.50'35.15'5.49'SLOPE0.52%0.50%0.82%1.04%0.71%0.91%MATERIALREINFORCED CONCRETE PIPEREINFORCED CONCRETE PIPEREINFORCED CONCRETE PIPEREINFORCED CONCRETE PIPEREINFORCED CONCRETE PIPEREINFORCED CONCRETE PIPEFROMSTRCMH-1CB-2CB-3CB-5MH-3CB-8TOSTRCCB-1MH-2CB-4CB-6CB-9BYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01- GRAD.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONGRADING, DRAINAGE AND EROSIONCONTROL PLAN (SHEET 1 OF 2)1"=40'FPSAMSSRS18715.012/18/22GR-012743REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSNOTES:1.INSTALL NEW 30" PIPE P-1 TO CONNECT TO EXISTINGCATCH BASIN CB-1 AND NEW MANHOLE MH-1. PIPECONNECTIONS TO EXISTING CATCH BASIN AND NEWMANHOLE SHALL BE INCIDENTAL TO ITEM D-701-5.2.2.INSTALL NEW 36" PIPE P-2 TO CONNECT TO NEWMANHOLE MH-2 AND NEW CATCH BASIN CB-2. PIPECONNECTIONS TO NEW MANHOLE AND CATCH BASINSHALL BE INCIDENTAL TO ITEM D-701-5.3.3.INSTALL NEW 18" PIPE P-3 TO CONNECT TO NEWCATCH BASIN CB-3 AND EXISTING CATCH BASINCB-4. PIPE CONNECTIONS TO NEW AND EXISTINGCATCH BASINS SHALL BE INCIDENTAL TO ITEMD-701-5.1.4.INSTALL NEW 18" PIPE P-4 TO CONNECT TO NEWCATCH BASIN CB-5 AND EXISTING CATCH BASINCB-6. PIPE CONNECTIONS TO NEW AND EXISTINGCATCH BASINS SHALL BE INCIDENTAL TO ITEMD-701-5.1.5.REFER TO SHEETS EC-01 THROUGH EC-03 FORDRAINAGE AND EROSION CONTROL NOTES ANDDETAILS.6.REFER TO GEOTECHNICAL REPORT FOR OBSERVEDGROUNDWATER DETECTION. DEWATERINGEXCAVATION SHALL BE INCIDENTAL TO WORK ITEMP-152-4.1.LEGEND:PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURLIMIT OF DISTURBANCENEW 36" STORMWATER PIPENEW 18" STORMWATER PIPECATCH BASINEXISTING DRAIN MANHOLEADJUST DRAIN STRUCTUREADJUST ELECTRICAL MANHOLECHECK DAMINLET PROTECTION BAGSILT FENCEBORING LOCATION169169.5169169.5SCALE04080120 FT ADD ALT 1 (TYP.)PAVEMENT JOINTPAVEMENT JOINTW W E EL UTIL CABINET BTV EL 24"PVC24"PVC24"RCP24"CMP PERF18"RCP15"RCP 24"PVC 15"RCP 36"CPEP36"CPEP24"PVC 36"CPEP 24"CMP PERF24"RCP18"PVC24"RCP12"PVC0.35'POLY DRAIN 18"RCP 24"PVC24"CMP PERF 24"PVC36"CPEP36"CPEPEL EL EL 24"CMP PERF24"RCP24"PVC19-119-1DD DDDD D D D D EDDD DDDDDDDDDDDDDTSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSA TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA329.0329.5329.5 329.5330.0330.0330.0330.0330.0330.0330.5330.5330.5329.1 329.2 329.2329.3329.3 329.4329.4329.6 329.6329.6329.6329.7329.7329.7 329.7329.7 329.8329.8329.8329.8 329.8329.9329.9329.9329.9330.1330.1330.1330.1330.2330.2330.2330.2330.3330.3330.3330.4330.4330.4330.6330.6330.6330.7330.7330.7330.8330.8330.8330.9329329329329329328.5328.5328.5328.5328.5328.5328.5328.532 8 . 5328.5328.5328.5329.5 328.35328.55 328.60330.06330.04330.05TAXIWAY ARUNWAY 1-19 (3,612' X 75')BEACONRAMPCEMETERYTERMINAL GATE 15TAXIWAY CREMAINOVERNIGHTAPRON PROPERTY LINETERMINALAPRON750+00 751+00 752+00 753+00 754+00 755+00 BP: 750+00.00EP: 754+99.89235+00236+00237+00238+00239+00240+00241+00242+00243+00244+00245+00245+7235+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00CB-9MH-3CB-8CB-7P-6P- 5 47'30'C-7C-8C-9C-10C-12C-11CBR-3CBR-2APPROXIMATE LIMIT OF WORK (TYP.)MATCH EXISTING PAVEMENT GRADES.CONTRACTOR SHALL VERIFY GRADESPRIOR TO CONSTRUCTIONINSTALL SILT FENCE SEEDETAIL SHEET EC-02(ITEM NO. C-102-5.1a)EXISTING GLYCOL SYSTEM TOREMAIN AND BE PROTECTEDEXISTING INFILTRATION SYSTEMTO REMAIN AND BE PROTECTEDADJUST EXISTING MANHOLECOVER TO NEW GRADESEE DETAIL SHEET EC-02MATCH EXISTING PAVEMENT GRADES.CONTRACTOR SHALL VERIFY GRADESPRIOR TO CONSTRUCTIONINSTALL NEW CATCH BASIN CB-7SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 1. (ITEM D-751-5.2)INSTALL NEW MANHOLE MH-3SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 2. (ITEM D-751-5.1) (ADD ALT. #1)INSTALL NEW 18" CLASS V RCP.SEE PIPE SCHEDULE, SHEET GR-01(ITEM D-701-5.1) (ADD ALT. #1)INSTALL INLET PROTECTION (TYP.)(ITEM NO. C-102-5.1d) (ADD ALT. #1)CONNECT NEW RCP INTO EXISTINGCATCH BASIN CB-9. SEE NOTE 2INSTALL NEW CATCH BASIN CB-8SEE STRUCTURE TABLE, SHEET GR-01SEE NOTE 3. (ITEM D-751-5.1)INSTALL NEW 18" CLASS V RCP.SEE PIPE SCHEDULE, SHEET GR-01(ITEM D-701-5.1)BYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01- GRAD.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONGRADING, DRAINAGE AND EROSIONCONTROL PLAN (SHEET 2 OF 2)1"=40'FPSAMSSRS18715.012/18/22GR-022843REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSLEGEND:PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURLIMIT OF DISTURBANCENEW 36" STORMWATER PIPENEW 18" STORMWATER PIPECATCH BASINEXISTING DRAIN MANHOLEADJUST DRAIN STRUCTUREADJUST ELECTRICAL MANHOLECHECK DAMINLET PROTECTION BAGSILT FENCEBORING LOCATION169169.5169169.5NOTES:1.INSTALL NEW CATCH BASIN CB-5 TO CONNECT TOEXISTING RCP. CONNECTION TO EXISTING RCPSHALL BE INCIDENTAL TO ITEM D-751-5.1.2.INSTALL NEW 18" PIPE P-5 TO CONNECT TO NEWMANHOLE MH-3 AND EXISTING CATCH BASIN CB-9.PIPE CONNECTIONS TO NEW MANHOLE ANDEXISTING CATCH BASINSHALL BE INCIDENTAL TOITEM D-701-5.1.3.INSTALL NEW 18" PIPE P-6 TO CONNECT TO NEWCATCH BASIN CB-8 AND NEW INFILTRATION SYSTEM.PIPE CONNECTIONS TO NEW AND EXISTING CATCHBASINS SHALL BE INCIDENTAL TO ITEM D-701-5.1.4.REFER TO SHEETS EC-01 THROUGH EC-03 FORDRAINAGE AND EROSION CONTROL NOTES ANDDETAILS.5.REFER TO GEOTECHNICAL REPORT FOR OBSERVEDGROUNDWATER DETECTION. DEWATERINGEXCAVATION SHALL BE INCIDENTAL TO WORK ITEMP-152-4.1.SCALE04080120 FT CATCH BASIN NOTES:1.ALL PREFABRICATED REINFORCED CONCRETE STRUCTURES AND FRAME AND GRATES SHALL BE DESIGNED AND CONSTRUCTED TO SUPPORT A MINIMUM OF A 100,000 LB. SINGLE WHEELLOADING. THE CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS AND MANUFACTURER CERTIFICATIONS TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. SHOP DRAWINGSFOR LOADING SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN VERMONT.2.THE WALL THICKNESS SHALL INCREASE IN SIZE TO CONFORM WITH THE REQUIREMENTS OF THE MANUFACTURER OF THE RESILIENT RUBBER BOOT AND BE SIZED ACCORDING TO THEDIAMETER OF THE STRUCTURE AND THE SIZE AND TYPE OF PIPE. THE WALL THICKNESS SHALL NOT BE LESS THAN 6" FOR STEEL COVER REQUIREMENTS AND SHALL BE DESIGNED TOMEET ALL REQUIREMENTS INCLUDING THE REQUIRED LOADING IN NOTE 1.3.CONTRACTOR SHALL COMPACT THE EXCAVATED SUBGRADE TO 100% OF ASTM D-1557 WITHIN 10' OF ALL EDGES OF PAVEMENT EVEN IN TURF.4.THE FRAME AND GRATE FOR ALL AIRFIELD CATCH BASINS SHALL BE AIRPORT RATED AND HAVE A MINIMUM OPENING AREA OF 4.8 SF, AND A WEIR PERIMETER OF 13.8 FT (NEENAHFOUNDRY R-3475 F OR APPROVED EQUAL).5.ALL PREFAB-CONCRETE STRUCTURES SHALL HAVE COURSE, FINE, AND CONCRETE MATERIALS TESTED FOR ALKALI-SILICA REACTION (ASR) USING AASHTO T 303 MODIFIED.2'NEW BITUMINOUSCONCRETE OR LOAM,SEED, AND MULCHUNDER PAVEMENTDRAIN PIPE NOTES:1.CONTRACTOR SHALL SHORE TRENCH SIDESAS REQUIRED.2.CONTRACTOR SHALL DEWATER TRENCHEXCAVATION AS REQUIRED.3.CONTRACTOR SHALL COMPACT THEEXCAVATED SUBGRADE TO 95% OF ASTMD-1557 UNDER TURF AND 100% OF ASTMD-1557 UNDER PAVEMENT AND WITHIN 10'OF ALL EDGES OF PAVEMENT EVEN IN TURF.UNDER TURF34" CRUSHED STONESUITABLE BACKFILLMATERIAL (TYP)VARIESSEE CHART6" (12" OVER LEDGE)VARIESPIPE DIA.TRENCH WIDTH12" TO 24"UP TO 12">24"I.D.+24"2 X I.D.SEE TYPICAL SECTIONNON-WOVEN GEOTEXTILE FABRICCLASS V REINFORCEDCONCRETE PIPEMANHOLE OR DRAINAGE STRUCTURE ADJUSTMENTNOT TO SCALE(ITEM D-751-5.3)REMOVE EXISTINGFRAME AND RE-USECOVER/GRATE AND FRAMEMORTAR3/4" ANCHOR BOLT (4), AS NEEDEDNEW ASTM C 32, GRADE SM BRICKS14,000 PSI REQUIRED, AS NEEDEDADJUST FRAME ANDCOVER/GRATE TO FINISH GRADECATCH BASIN DETAILNOT TO SCALE(ITEMS D-751-5.2)DRAIN PIPE TRENCH DETAILNOT TO SCALE(ITEMS D-701-5.1A, D-701-5.1B, D-701-5.1C)3" TOPSOIL, SEED,AND MULCH (ITEMST-905-5.1, T-905-5.2,T-901-5.1 & T-908-5.1)-AS REQUIRED1/2"VARIES8"VARIESVARIES5 FEET3'-0" MIN SUMPCATCH BASIN FRAME AND GRATE(TYP.). SEE NOTE 4.FINISH GRADECONCRETE COLLAR 4,000 PSIADJUST TO GRADE WITH 4,000 PSICONCRETE ADJUSTING RINGSOR TYPE SM BRICKSTAINLESS STEEL PIPE CLAMPOUTLET PIPESTAINLESS STEELEXPANSION BANDMASTIC GASKET MATERIAL ALLCATCH BASIN JOINTS (TYP.)PRECAST CONCRETETO CONFORM TO ASTM C4784,000 PSI AT 28 DAYSPROVIDE MECHANICAL SEAL(LOCK-JOINT FLEXIBLE CBSLEEVE, PRESS WEDGE SEALOR LINK SEAL GASKET)12" DEEP 34" CRUSHEDSTONE BEDDING EXTEND 12"BEYOND ALL SIDESRESILIENT RUBBER MATERIALBOOT CONFORMING TO ASTM C9231"NON-WOVENGEOTEXTILE FABRICCUT BACK EXISTING PIPE AND INSTALL NEWPIPE SECTION TO CONNECT EXISTING PIPETO NEW STRUCTURE AS NEEDEDSEE PIPE CONNECTION DETAIL THIS SHEETPIPE CONNECTION DETAILNOT TO SCALE(INCID. TO ITEMS D-751-5.1, D-751-5.2)EXISTING DRAIN PIPENEW DRAIN PIPE SECTIONI.D.+24"FLEXIBLE "LEAK PROOF" COUPLINGCONFORMING TO ASTM D5926 ANDC1173 WITH STAINLESS STEEL CLAMPSPIPE TO HAVE PLAIN ENDSWITH ALIGNING INVERTSAND A MAXIMUM 1" GAP3" TOPSOIL, SEED, AND MULCH(ITEMS T-905-5.1, T-905-5.2,T-901-5.1 & T-908-5.1)INFILTRATION CHAMBER DETAILNOT TO SCALE(ITEM D-750)INFILTRATION CHAMBER NOTES:1.INFILTRATION CHAMBER SHALL BE ADS Stormtech SC-740 +Cap OR APPROVED EQUAL.2.INFILTRATION CHAMBER WAS DESIGNED BASED ON THE STORAGE OF THE 10 YEAR STORM.3.CHAMBER SHALL HAVE 20 ROWS WITH 6" SPACING AND 12" OF SIDE STONE ON EITHER SIDEFOR A TOTAL WIDTH OF 96.50'. SEE DETAIL FOR DIMENSIONS.4.EACH ROW SHALL CONTAIN 6 CHAMBERS AND HAVE 12" STONE ON EITHER SIDE. SEE DETAILFOR DIMENSIONS.96.5'46.34'51" (TYP.)6" (TYP.)12" STONE (TYP.)7.12' (TYP.)6" (TYP.)6" STONE (TYP.)30" (TYP.)3.5'PLAN VIEWSECTION VIEWBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DETS.DWG ,FINAL DESIGNREHABILITATE TWY A AND CONSTRUCT NEW PAVED TWYSHOULDERS4330EC-012/18/2218715.01MAHAMSFPSNTSDRAINAGE AND EROSION CONTROLNOTES AND DETAILS (1 OF 3)SOUTH BURLINGTONVERMONTBURLINGTON INTERNATIONAL AIRPORTPLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION NOTES:1.WOVEN FABRIC TO BE SECURED TO FENCE POSTS WITH STAPLES. POSTS SHALL BE STEELEITHER "T" OR "U" TYPE OR HARDWOOD.2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPEDBY SIX INCHES AND FOLDED.4.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES"DEVELOP IN THE SILT FENCE.10' MAX C. TO C.MIRAFI FILTER FABRIC OREQUAL (STAPLE TOLATHE)EMBEDDED FILTERCLOTH A MIN. OF 6" INGROUNDCOMPACTED SOIL36" MIN. FENCE POSTMIRAFI FILTER FABRIC OR APPROVED EQUALFLOW16" MIN.20" MIN.UNDISTURBED GROUND4"2' +/-HEIGHT OF FILTER= 2 1/2'.SECTION VIEWPERSPECTIVE VIEW54" MIN. LENGTHFENCE POSTS DRIVEN2' +/- INTO GROUND.F LOW F LOWSILT FENCE DETAILNOT TO SCALE(ITEM C-102-5.1)SPECIESAPPLICATION RATE(LBS/ACRE)BIRDSFOOT TREFOIL;EMPIRE/PARDEEPERMANENT SEEDING SPECIFICATIONCONSTRUCTION MAINTENANCE PROGRAM NOTES:1.THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL INSTALLED EROSION AND SEDIMENTCONTROL FACILITIES AND PERMANENT FACILITIES DURING CONSTRUCTION.2.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATIONFOLLOWING EVERY RAINFALL EVENT PRODUCING RUNOFF, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANYNEEDED REPAIRS WILL BE DONE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.3.SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ONE-HALF (1/2) THE DEPTH OFTHE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A STABLE BARRIER USING A ROCKFILTER OUTLET.4.ALL SEDIMENT REMOVED FROM TEMPORARY BMPs WILL BE DISPOSED OF OFF-SITE.5.CONSTRUCTION WASTE GENERATED BY THE PROJECT INCLUDING TREES AND WOODY VEGETATION SHALL BEDISPOSED OF OFF-SITE.6.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THESPECIFICATIONS TO MAINTAIN A DENSE VEGETATIVE COVER.7.UNTIL THE SITE HAS BEEN STABILIZED, ALL EROSION AND SEDIMENT CONTROL FACILITIES MUST BE MAINTAINEDPROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL FACILITIESAFTER EACH RAINFALL EVENT AND ON A WEEKLY BASIS.8.ALL SITE INSPECTIONS WILL BE DOCUMENTED IN AN INSPECTION LOG KEPT FOR THIS PURPOSE AND SHOULDINCLUDE THE COMPLIANCE ACTIONS, THE DATE, TIME, AND NAME OF THE PERSON CONDUCTING THEINSPECTION. THE INSPECTION LOG WILL BE KEPT ON-SITE AT ALL TIMES AND MADE AVAILABLE TO THE LOCALCONSERVATION DISTRICT UPON REQUEST.9.AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITYSUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. IMMEDIATELY AFTER ANY EARTH DISTURBANCEACTIVITIES CEASE, THE CONTRACTOR SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING THENON-GEMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARENOT AT FINISHED GRADE AND WILL BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCEWITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE ATFINISHED GRADE OR WHICH WILL NOT BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCEWITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.A.ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR,REPLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING MUST BE PERFORMEDIMMEDIATELY. IF EROSION AND SEDIMENT CONTROL FACILITIES FAIL TO PERFORM AS EXPECTED,REPLACEMENT MEASURES, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.B.WHERE E&S FACILITIES ARE FOUND TO FAIL TO ALLEVIATE EROSION OR SEDIMENT POLLUTION THEPERMITTEE OR CO-PERMITTEE SHALL INCLUDE THE FOLLOWING INFORMATION:-THE LOCATION AND SEVERITY OF THE E&S FACILITY FAILURE AND ANY POLLUTION EVENTS.-ALL STEPS TAKEN TO REDUCE, ELIMINATE, AND PREVENT THE RECURRENCE OF THENON-COMPLIANCE-THE TIME FRAME TO CORRECT THE NON-COMPLIANCE, INCLUDING THE EXACT DATES WHEN THEACTIVITY WILL RETURN TO COMPLIANCEC.AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT FACILITIESMUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE FACILITY MUST BE STABILIZEDIMMEDIATELY.GENERAL NOTES:1.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF THE STREAMS AND WETLANDSBY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS, OR ANY OTHER POLLUTANT ASSOCIATEDWITH CONSTRUCTION AND CONSTRUCTION PROCEDURES.2.THE LOCATION OF EROSION AND SEDIMENT CONTROL MEASURES AS INDICATED IN THE CONTRACT DOCUMENTS,MAY REQUIRE FIELD ADJUSTMENT DEPENDING ON THE SEQUENCE OF CONSTRUCTION ACTIVITIES,CONSTRUCTION METHODS, AND/OR ACTUAL FIELD CONDITIONS. THE RESIDENT PROJECT REPRESENTATIVE (RPR)SHALL BE NOTIFIED OF ANY SIGNIFICANT FIELD CHANGES.3.OTHER EROSION CONTROL MEASURES MAY BE REQUIRED IN ADDITION TO SCHEMES SHOWN AS REQUESTED BYTHE RPR. PAYMENT FOR ADDITIONAL WORK SHALL BE PAID FOR UNDER THE APPROPRIATE ITEMS IN THECONTRACT. ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE WORK SHALLBE SUBJECT TO THE APPROVAL OF THE ENGINEER IN CHARGE.4.UPON COMPLETION OR TEMPORARY CESSATION OF EARTH DISTURBANCE ACTIVITIES OR ANY PHASE THEREOF,THE PROJECT SHALL BE IMMEDIATELY STABILIZED.5.STOCKPILE HEIGHTS MUST NOT PENETRATE ANY PROTECTED SURFACES AT THE AIRPORT AND WILL BESHORTENED AT THE REQUEST OF THE RPR IF NECESSARY. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.6.ALL PUMPING OF SEDIMENT LADEN WATER OR POTENTIALLY SEDIMENT LADEN WATER SHALL BE THROUGH ASEDIMENT CONTROL FACILITY, SUCH AS A PUMPED WATER FILTER BAG DISCHARGING OVER NON-DISTURBEDAREAS.7.ANY MATERIAL DISPOSED OF OR BORROWED FROM OFF SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY ANDCONTRACTOR SHALL PROVIDE THEIR OWN EROSION AND SEDIMENT CONTROL PLAN AT NO ADDITIONAL COST TOTHE OWNER.8.THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS ANDWASTES IN ACCORDANCE WITH THE NYSDEC SOLID WASTE MANAGEMENT REGULATIONS AT NO ADDITIONAL COSTTO THE OWNER. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIALOR WASTES AT THE SITE.5***ADD INOCULANT IMMEDIATELY PRIOR TOSEEDING, MIX 2.5LBS EACH OF EMPIRE ANDPARDEE OR 2.5 LBS OF BIRDSFOOT AND 2.5LBS WHITE CLOVER PER ACRECOMMON WHITE CLOVER,COMMON8TALL FESCUE,KY-31/REBEL10REDTOP, COMMON2RYEGRASS (PERINNIAL)PENNFINE/LINN5BYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DETS.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION,FINAL DESIGNREHABILITATE TWY A AND CONSTRUCT NEW PAVED TWYSHOULDERS4331EC-022/18/2218715.01SRSAMSFPSNTSDRAINAGE AND EROSION CONTROLNOTES AND DETAILS (2 OF 3)SOUTH BURLINGTONVERMONTBURLINGTON INTERNATIONAL AIRPORT PROFILEAABB1111221SECTION A-ASECTION B-B1SLOPE(ft/ft)X=H(ft)SLOPECREST HEIGHT 24" MAX @ CENTERLINE6"MIN18"6"24" MAX@ CENTERLINEN.T.S.CHECK DAMNOTES:1.CHECK DAM WILL BE MADE FROM STONE2.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION3.CHECK DAMS SHALL BE SPACED SO THAT THE ELEVATION OF THE CREST OF THE DOWNSTREAM DAM IS AT THESAME ELEVATION AS THE TOE OF THE UPSTREAM DAM.4.34" FILTERING STONE MAY BE ADDED TO THE FACE OF THE CHECK DAM AS NECESSARY.5.EXTEND THE CHECK DAM A MINIMUM OF 1.5; BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THEDAM.6.PROTECT CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE ORLINER AS APPROPRIATE.7.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOTSUBJECT TO DAMAGE OF BLOCKAGE FROM DISPLACED STONE.8.MAXIMUM DRAINAGE AREA 2 ACRES9.CONTRACTOR TO DETERMINE SPACING BASED ON GIVEN EQUATION.(ITEM C-102-5.1d)STONEFILTERFABRICFILTERFABRIC34" STONE ASNECESSARYCUTOFF TRENCH18" WIDE6" DEEPTOECUTOFFTRENCHEROSION CONTROL SPECIFICATIONS FOR UPLAND AREAS:1.SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS.2.RECOGNIZING THAT IMMEDIATE ATTENTION TO EROSION CONTROLPRACTICES DRAMATICALLY IMPROVES SOIL AND MOISTURE CONSERVATIONAND REDUCES NEGATIVE IMPACTS ON WATER QUALITY. THE CONTRACTORSHALL GIVE HIGH PRIORITY TO THE DAILY AND TIMELY INSTALLATION OFBOTH TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROLMEASURES. IMMEDIATE INSTALLATION OF PRACTICES USUALLY REDUCESLONG TERM COSTS TO THE CONTRACTOR AND PROVIDES BENEFITS TO THEDEVELOPER AND THE PUBLIC GOOD.3.EROSION CONTROL PRACTICES ARE SHOWN ON THE PLANS WITH RESPECTTO LOCATION AS DETERMINED FROM EXISTING TOPOGRAPHY. CHANGESMAY BE INDICATED IN THE FIELD TO IMPROVE EROSION AND SEDIMENTCONTROL.4.CONSTRUCTION SHALL PROCEED UNIT BY UNIT TO FACILITATEINSTALLATION OF EROSION CONTROL MEASURES AND THE COMPLETION OFGRADING, SEEDING, AND LANDSCAPING AS SOON AS POSSIBLE WITHIN AUNIT. THIS PROCEDURE SHOULD RESULT IN THE EXPOSURE OF THESMALLEST PRACTICAL LAND AREA AT ANY ONE TIME.5.PRIOR TO ANY DISTURBANCE WITHIN EXISTING GRASSLAND AREAS DEPTHOF TOPSOIL SHALL BE EVALUATED BY A BIOLOGIST, AND EXISTING TOPSOILSHALL BE REMOVED AND STOCKPILED SITE FOR RESTORATION OFGRASSLAND AREAS.6.ALL DISTURBED UPLAND AREAS SHALL HAVE TOPSOIL SPREAD (3" MINIMUM(REFER TO PLANS)) WITHIN TWO WEEKS AND BE LIMED, FERTILIZED, TILLED,SEEDED AND MULCHED. ALL SLOPES 3:1 (1 RISE ON 3 RUN) AND STEEPERSHALL HAVE MULCH HELD IN PLACE WITH BIODEGRADABLE JUTE NETTINGOR EROSION CONTROL BLANKET, STAPLED AND STAKED. EACH AREA SHALLBE LIMED, FERTILIZED, PREPARED, SEEDED AND MULCHED (WITHANCHORED NETTING OR BLANKET IF REQUIRED) WITHIN 14 DAYS OF FINALGRADING. WHEN PERMANENT SEEDING CANNOT BE INSTALLED BYSEPTEMBER 15, TEMPORARY SEEDING AND MULCHING OF ALL DISTURBEDAREAS SHALL BE INSTALLED IMMEDIATELY AND MAINTAINED IN THATCONDITION UNTIL PERMANENT PRACTICES CAN BE INSTALLED IN THEFOLLOWING PLANTING SEASON.7.TEMPORARY STABILIZATION OF DISTURBED UPLAND AREAS (IF REQUIRED):SEEDBED PREPARATION: TILL FOUR INCHES DEEP MIXING IN FERTILIZERAND GROUND LIMESTONE.APPLY LIMESTONE 2 TONS/ACRE (100#/1,000 SQ. FT.) OR ACCORDING TO SOILTEST.FERTILIZE: UNIFORMLY APPLY NOT LESS THAN 400#/ACRE (14#/1,000 SQ. FT.)OF 10-10-10 OR EQUIVALENT OR AS INDICATED BY SOIL TEST. FORTYPERCENT OF NITROGEN SHOULD BE IN ORGANIC FORM.SEEDING: SELECT APPROPRIATE SEEDING MIXTURE FROM TABLE 1 BELOW.SPREAD SEED UNIFORMLY. FIRM SOIL BY ROLLING OR PACKING; IF NOTFEASIBLE, THEN RAKE LIGHTLY TO COVER SEEDS.MULCHING: MULCH ALL DISTURBED AREAS WITH 2 TONS OF HAY OR STRAWPER ACRE (90-100#/1,000 SQ. FT.). ANCHOR ON ALL SLOPES 3:1 OR STEEPERAND FLATTER SLOPES SUBJECT TO WASH OR WIND BLOWN. USE JUTE (OROTHER BIODEGRADABLE) NETTING OR BLANKET. STAKING AND STAPLINGMAY BE REQUIRED.8.PERMANENT STABILIZATION OF DISTURBED UPLAND AREAS:SEED BED PREPARATION: TOPSOIL (SANDY TOPSOIL, TOPSOIL, OR SILTTOPSOIL), FRIABLE, FREE OF TREE ROOTS, WEEDS, STONES MORE THAN1-1/2 INCHES IN DIAMETER OR LENGTH SHALL BE PLACED OVER ALLDISTURBED AREAS IN A 4" MINIMUM (REFER TO PLANS) THICK LAYER.TOPSOIL: IMPORTED TOPSOIL SHALL BE MIXED ON-SITE WITH NATIVETOPSOIL AND SHALL BE MIXED ON SIGHT ROUGHLY 4:1 TO THE TEXTURE OFTHE EXISTING SOILS. LAB ANALYSIS OF EXISTING REMOVED TOPSOIL SHALLBE PERFORMED BY THE CONTRACTOR TO DETERMINE ORGANIC CONTENTAND TEXTURE OF THE NATIVE TOPSOIL FOR A MORE ACCURATE RATIO OFTHE FINAL IMPORTED TOPSOIL AND STOCKPILE MIXTURE. SOILS SHALL BEFREE OF INVASIVE SPECIES, HERBICIDES AND TOXIC MATERIALS. SOILSHALL BE INSPECTED AND APPROVED BY BIOLOGIST AND ENGINEER PRIORTO USE.SEEDING: SEE SEEDING TABLE ON SHEET EC-02SEEDING METHODS: SEEDING SHOULD BE PERFORMED BY THE FOLLOWINGMETHOD:HYDROSEEDING WITH SUBSEQUENT TRACKING.TRACKING THE SEEDING WITH SMALL TRACK CONSTRUCTION EQUIPMENT.TRACKING SHOULD BE ORIENTED UP AND DOWN THE SLOPE.MULCHING: MULCH ALL DISTURBED AREAS WITH 2 TONS OF HAY OR STRAWPER ACRE (90 - 100#/1,000 SQ. FT.).ANCHOR ON ALL SLOPES 3:1 OR STEEPER AND ON FLATTER SLOPESSUBJECT TO WASH (WATERWAYS AND/OR WINDBLOWN) USING JUTE (OROTHER BIODEGRADABLE) NETTING OR EROSION CONTROL BLANKET,STAKING, AND STAPLING.MAINTENANCE: INSPECT SEEDED AREAS FOR FAILURE AND MAKENECESSARY REPAIRS AND RESEED IMMEDIATELY. CONDUCT A FOLLOW-UPSURVEY AFTER ONE YEAR AND REPLACE FAILED PLANTS WHERENECESSARY. IF VEGETATIVE COVER IS INADEQUATE TO PREVENT EROSION,OVERSEED AND FERTILIZE IN ACCORDANCE WITH SOIL TEST RESULTS. IF ASTAND HAS LESS THAN 40% COVER, REEVALUATE CHOICE OF PLANTMATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THESTAND FOLLOWING SEEDBED PREPARATION AND SEEDINGRECOMMENDATIONS, OMITTING LIME AND FERTILIZER IN THE ABSENCE OFSOIL TEST RESULTS. IF THE SEASON PREVENTS RESOWING, MULCH OR (7.CONT.) JUTE NETTING IS AN EFFECTIVE TEMPORARY COVER. SEEDEDAREAS SHOULD BE FERTILIZED DURING THE SECOND GROWING SEASON.LIME AND FERTILIZE THEREAFTER AT PERIODIC INTERVALS, AS NEEDED.8.TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTILALL DISTURBED AREAS HAVE BEEN STABILIZED.9.MAINTENANCE: DURING THE CONSTRUCTION PERIOD AND UNTIL SUCH TIMEAS THE LONG TERM VEGETATION IS ESTABLISHED TO A 70% VEGETATIVESTAND.A. DISTURBED AREAS WILL BE FERTILIZED AND RESEEDED.B. CATCH BASINS AND FILTER BAGS WILL BE CHECKED AND CLEANED ASNECESSARY.C. DRAINAGE AND GRASS TREATMENT SWALES SHALL BE CHECKEDFREQUENTLY AND CLEANED AS REQUIRED.D. THE SILT FENCES WILL BE CHECKED ON A REGULAR BASIS AND REPAIREDAS NECESSARY TO CORRECT ANY DAMAGE, DETERIORATION, ANDSHORT-CIRCUITING.10.REFER TO "GRADING PLANS" FOR THIS PROJECT PRIOR TO ANY SITEDISTURBANCE.11.INSPECTIONS: THE ENGINEER SHALL BE CONTACTED ON A REGULAR BASISTO INSPECT ALL EROSION CONTROL PRACTICES AS WELL AS THEMAINTENANCE OF THE EROSION CONTROL COMPONENTS. REFER TOCONSTRUCTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.EROSION CONTROL PRACTICES SHALL BE IN STRICT ACCORDANCE WITHTHE APPROVED PLANS AND SPECIFICATIONS.12.THE MAXIMUM AMOUNT OF AREA TO BE DISTURBED AND UNSTABLIZEDSHALL BE 5 ACRES AT ANY ONE TIME.13.THE MAXIMUM AMOUNT OF TIME ANY AREA MAY BE DISTURBED WITHOUTSTABILIZATION SHALL BE 14 DAYS.CONSTRUCTION SEQUENCE1.INSTALL INLET PROTECTION/FILTER BAGS AT ALL LOCATIONS INDICATED ONPLAN OR AT OTHER LOCATIONS AS DETERMINED BY ENGINEER. INSTALLOTHER TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROLMEASURES AS EARTHWORK PROCEEDS.2.CONTRACTOR SHALL LEGALLY DISPOSE OF ALL SURPLUS UNCLASSFIEDEXCAVATION AT AN APPROVED LOCATION NOTED IN THE SPECIFICATIONS.3.REMOVE EXISTING PAVEMENT AND TURF AS REQUIRED.4.INSTALL NEW BASE AS REQUIRED.5.INSTALL PAVEMENT LIGHTS AS REQUIRED.6.PAVE NEW AREAS.7.GRADE AREA AS SHOWN ON PLANS AND LOAM, FERTILIZE AND SEED AREASTO ESTABLISH VEGETATION.8.INSPECT ALL DISTURBED AREAS ON A DAILY BASIS. FOLLOWING THIS DAILYINSPECTION, INSTALL AS REQUIRED ANY AND ALL TEMPORARY DRAINAGE,EROSION, AND SEDIMENT CONTROL PRACTICES AS INDICATED, I.E.,DIVERSION CHANNELS, BERMS, DRAINS, DITCHES, STONE DIKES, SILTFENCES, SEED AND MULCH OR OTHER PRACTICES AS RECOMMENDED ANDSPECIFIED IN THE "VERMONT STANDARDS AND SPECIFICATIONS FOREROSION PREVENTION AND SEDIMENT CONTROL, 2019".9.CLEAN AND RESTORE SILT DESTINATION SITES. REMOVE OTHER EROSIONCONTROL PRACTICES ON A TIMELY BASIS AS PERMANENT MEASURES TAKEHOLD. SPOT FERTILIZE, SEED, AND MULCH AS REQUIRED.10.INSPECT AND MAINTAIN GRADING, EROSION CONTROL AND SEDIMENTCONTROL PRACTICES WEEKLY AND IMMEDIATELY AFTER ALL SUBSTANTIALSTORMS.11.REFER TO "GRADING, DRAINAGE, AND EROSION CONTROL PLAN" FORADDITIONAL DETAILS RELATIVE TO THE REQUIRED CONSTRUCTIONSEQUENCE. MAINTENANCE OF ALL EROSION CONTROL COMPONENTS SHALLBE AN ONGOING PRACTICE AND IN STRICT ACCORDANCE WITH THEAPPROVED PLAN.SPECIESPER ACREPER 1000 SQ.FT.REMARKSWINTER RYE120 LBS. OATSOR 80 LBS.ANNUAL RYE3 LBS. BEST FOR FALL SEEDING. SEEDAUGUST 15 TO OCTOBER 15 FORBEST COVER. SEED TO DEPTH OFONE TO 1 1/2 INCHES.2 1/2 BU2 LBS.BEST FOR SPRING SEEDINGS.SEED BETWEEN APRIL 1 TO JULY 1OR AUGUST 15 TO SEPTEMBER 15.SEED TO DEPTH OF ONE INCH.40 LBS.1 LB.GROWS QUICKLY. BUT IS OFSHORT GRASS DURATION USEWHERE APPEARANCES AREIMPORTANT. COVER SEED WITHNO MORE THAN 1/4 INCH OF SOIL.WITH MULCH, SEEDING MAY BEDONE THROUGHOUT GROWINGSEASON. SEED BETWEEN APRIL 1AND JUNE 1 OR AUGUST 15 &SEPTEMBER 15.FOXTAIL MILLET30 LBS.0.7 LB.MAY 1 TO JUNE 30. SEED TODEPTH OF 1/2 TO 3/4 INCH.EXISTINGPAVEMENT50' MIN.12' MIN25' MIN.3'5:16" MIN.EXISTING GROUND/TEMP ACCESS ROADNON WOVEN GEOTEXTILE FABRICEXISTING PAVEMENT12' MIN.STABILIZED CONSTRUCTION ENTRANCE DETAILN.T.S.(ITEM C-102-5.3)PLAN VIEWSECTIONRADIUS AS REQUIRED FORTRUCK TURNING MOVEMENTNOTES:1.STONE SIZE-USE 3-4" STONE.2.LENGTH - NOT LESS THAN 75 FEET.3.THICKNESS - NOT LESS THAN 8".4.WIDTH - 12' MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OREGRESS OCCURS. 24' IF SINGLE ENTRANCE TO SITE.5.GEOTEXTILE MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE.6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTIONENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, AMOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY, ALL SEDIMENT SPILLED,DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVEDIMMEDIATELY.8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE ANDWHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TOPERMIT REQUIREMENTS.INLET PROTECTION (FILTER BAG) INSTALLATIONNOT TO SCALE(ITEM C-102-5.2)STORM INLETDUMPING STRAPSCATCH BASIN FILTER BAG.DANDY SACK PRODUCTOR APPROVED EQUALOPTIONAL OVERFLOWPORTSLIFT STRAPSMANAGEABLE 1.5'CONTAINMENT AREA,IF REINFORCED,CONTAINMENT AREACAN BE LARGERREINFORCEDCORNERSSTORM SEWERGRATEBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DETS.DWG ,FINAL DESIGNREHABILITATE TWY A AND CONSTRUCT NEW PAVED TWYSHOULDERS4332EC-032/18/2218715.01MAHAMSFPSNTSDRAINAGE AND EROSION CONTROLNOTES AND DETAILS (3 OF 3)SOUTH BURLINGTONVERMONTBURLINGTON INTERNATIONAL AIRPORTPLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION EE EE E E E 19-119-119-119-119-1TSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSA TSA TSA TSATSATOFATOFATSATSATSATSATSATSATSAT S A TOFATOFATOFATOFATOFA TOFA TOFATSATSATSATSA RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZRSA RSAROFAROFAROFAROFAROFAROFA ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA650+00651+00652+00653+00654+00 BP: 650+00.00EP: 653+99.99350+00 351+00 352+00 353+00 354+00 3 5 5 + 0 0223+00224+00225+00226+00227+00228+00229+00230+00231+00232+00233+00234+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0060' 125' 300' 20'80'RUNWAY 1-19 (3,612' X 75')TAXIWAY ATERMINALAPRONTERMINAL GATE 5TERMINAL GATE 11TAXIWAY G TAXIWAY BBA BA UEUEUEUEUEUEUEUEUEUE UE UEUEUEUEUEUEUEUE UE50' 40'INSTALL (1) - NO. 8 AWG, 5KV, L824 TYPE C CABLE INCONCRETE ENCASED CONDUIT AND (1) - NEW #6 AWGSOLID BARE COPPER COUNTERPOISE WIRE (TYP.)SEE DETAIL ON SHEET #### (BASE BID) (ITEMS L-108-5.2 L-108-5.3, L-110-5.1a)INSTALL NEW L-861 BASE MOUNTEDTAXIWAY EDGE LIGHT (TYP.) (BASE BID) (ITEM L-125-5.1)2' - 1 WAY CONCRETEENCASED DUCT (TYP.)(BASE BID) (ITEM X-XXX-X.X)2-1/C No. 8 L-824 5 KV CABLES(BASE BID) (ITEM X-XXX-X.X)INSTALL NEW AIRFIELDGUIDANCE SIGN (SIZE 3),SEE DETAIL ON SHEET ####(BASE BID) (ITEM L-125-5.4)INSTALL NEW AIRFIELD GUIDANCE SIGN (SIZE3), SEE DETAIL ON SHEET #### (ITEM L-125-5.4)INSTALL NEW ELECTRICAL MANHOLESEE DETAIL ON SHEET ####(BASE BID) (ITEMS L-110-5.2b & L-115-5.1)EXISTING SIGN TO BE PROTECTEDBAINSTALL NEW AIRFIELD GUIDANCE SIGN (SIZE 3), SEEDETAIL ON SHEET #### (BASE BID) (ITEM L-125-5.4)APPROXIMATE LOCATION OF EXISTINGELECTRICAL CABLES TO VAULT45'POINT TABLEPOINT #101102103104105106107108109110111112113114115116117118119200201202NORTHING718889.99718848.35718806.70718765.04718717.46718669.88718622.30718574.72718530.77718486.83718442.89718438.94718435.00718311.92718297.99718284.05718236.79718189.52718142.26718519.28718497.67718230.72EASTING1469881.211469876.031469870.841469865.651469874.061469882.471469890.891469899.301469917.451469935.591469953.731469990.041470026.351470043.911470010.151469976.391469971.261469966.131469961.001469985.421470036.381470019.64SCALE04080120 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONELECTRICAL PLAN (SHEET 1 OF 2)1" = 40'FPSAMSSRS18715.012/18/22EP-013643REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-ELEC.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONMATCHLINE (SEE SHEET EP-02)LEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE ZONERUNWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAEXISTING ELECTRICAL MANHOLENEW TAXIWAY EDGE LIGHTNEW ELECTRICAL CONDUITNEW ELECTRICAL MANHOLENEW AIRFIELD GUIDANCE SIGNRSAPOFZROFATSATSAUENOTES:1.EXISTING ELECTRICAL CIRCUITRY AND DUCT CROSSINGS BASED ON BESTAVAILABLE INFORMATION, CONTRACTOR TO VERIFY CIRCUITRY ANDCROSSINGS IN FIELD AND REVIEW WITH ENGINEER PRIOR TO INSTALLATIONOF ELECTRICAL ITEMS.2.CONTRACTOR TO LAYOUT OUT PROPOSED LIGHTS AND SIGNS FORENGINEER REVIEW PRIOR TO INSTALLATION.E ADD ALT 1 (TYP.)PAVEMENT JOINTPAVEMENT JOINTE E E E E 19-119-1ETSATSATSATSATSA TSATSATSATSATSATSATSATSATSATSATSATSATSATSA TSA TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFZROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA750+00 751+00 752+00 753+00 754+00 755+00 BP: 750+00.00EP: 754+99.89235+00236+00237+00238+00239+00240+00241+00242+00243+00244+00245+00245+7235+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0060' 125' 300'TAXIWAY ARUNWAY 1-19 (3,612' X 75')BEACONRAMPCEMETERYTERMINAL GATE 15TAXIWAY CREMAINOVERNIGHTAPRON PROPERTY LINETERMINALAPRONCAUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUE40'INSTALL (1) - NO. 8 AWG, 5KV, L824 TYPE C CABLE INCONCRETE ENCASED CONDUIT AND (1) - NEW #6 AWGSOLID BARE COPPER COUNTERPOISE WIRE (TYP.)SEE DETAIL ON SHEET #### (BASE BID) (ITEMS L-108-5.2 L-108-5.3, L-110-5.1a)INSTALL NEW L-861 BASE MOUNTEDTAXIWAY EDGE LIGHT (TYP.) (BASE BID) (ITEM L-125-5.1)2' - 1 WAY CONCRETEENCASED DUCT (TYP.) (BASE BID) (ITEM X-XXX-X.X)INSTALL NEW AIRFIELD GUIDANCESIGN (SIZE 3), SEE DETAIL ON SHEET#### (BASE BID) (ITEM L-125-5.4)INSTALL NEW ELECTRICAL MANHOLE AND CONNECTTO LIGHT WITH CONCRETE ENCASED CONDUIT.EXISTING CONNECTIONS FROM OLD ELECTRICALMANHOLE TO BE RE-ROUTED THROUGH NEW MANHOLESEE DETAIL ON SHEET ####(ADD ALT 1) (ITEMS L-110-5.2b & L-115-5.1)EXISTING SIGN TOBE PROTECTEDEXISTING SIGN TOBE PROTECTEDINSTALL (1) - NO. 8 AWG, 5KV, L824 TYPE C CABLE DIRECT BURY AND(1) - NEW #6 AWG SOLID BARE COPPER COUNTERPOISE WIRE (TYP.)SEE DETAIL ON SHEET ####(ADD ALT 1) (ITEMS L-108-5.2 L-108-5.3, L-110-5.1a)ADD ALT 1 LIMITS (TYP.)INSTALL NEW L-861 BASE MOUNTEDTAXIWAY EDGE LIGHT (TYP.)(ADD ALT 1) (ITEM L-125-5.1)INSTALL (1) - NO. 8 AWG, 5KV, L824 TYPE C CABLE INCONCRETE ENCASED CONDUIT AND (1) - NEW #6 AWGSOLID BARE COPPER COUNTERPOISE WIRE (TYP.)SEE DETAIL ON SHEET #### (ADD ALT 1) (ITEMS L-108-5.2 L-108-5.3, L-110-5.1a)POINT TABLEPOINT #120121122123124125126127128129NORTHING718054.12717965.98717877.85717789.95717702.37717615.08717527.79717440.50717398.05717355.59EASTING1469970.591469980.181469989.761470001.201470014.901470030.411470045.931470061.441470079.091470096.73POINT TABLEPOINT #130131132133134135136203NORTHING717313.13717305.09717297.04717187.23717172.47717133.97717083.89717474.18EASTING1470114.371470149.241470184.101470164.141470115.781470083.031470076.211470106.22SCALE04080120 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONELECTRICAL PLAN (SHEET 2 OF 2)1" = 40'FPSAMSSRS18715.012/18/22EP-023743REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-ELEC.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONMATCHLINE (SEE SHEET EP-01)LEGEND:RUNWAY SAFETY AREARUNWAY OBJECT FREE ZONERUNWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAY OBJECT FREE AREAEXISTING ELECTRICAL MANHOLENEW TAXIWAY EDGE LIGHT (BASE BID)NEW ELECTRICAL CONDUITNEW ELECTRICAL MANHOLENEW AIRFIELD GUIDANCE SIGNNEW TAXIWAY EDGE LIGHT (ADD ALT 1)NEW DIRECT BURY ELECTRICAL CABLERSAPOFZROFATSATSAUEE NOTES:1.EXISTING ELECTRICAL CIRCUITRY AND DUCT CROSSINGS BASED ON BESTAVAILABLE INFORMATION, CONTRACTOR TO VERIFY CIRCUITRY ANDCROSSINGS IN FIELD AND REVIEW WITH ENGINEER PRIOR TO INSTALLATIONOF ELECTRICAL ITEMS.2.CONTRACTOR TO LAYOUT OUT PROPOSED LIGHTS AND SIGNS FORENGINEER REVIEW PRIOR TO INSTALLATION.E SIGN FLOOR FLANGE WITH FRANGIBLE COUPLING SUPPORTLEGS ANCHORED TO BASE USING MIN. OF 4 STAINLESSSTEEL 58"X4" CONC. MECHANICAL ANCHORS. ALL THREADSSHALL BE COATED WITH AN ANTI-SEIZING COMPOUND3/4"NEW L-858X OR L-858R OR L-858LSIZE 3 - CLASS 2 - MODE 2LED EXTERNAL ON OFF SWITCHSEE AIRFIELD GUIDANCE SIGNSCHEDULE2" PVC SWEEP, 12" RADIUS MIN. EXACTLOCATION TO BE COORDINATED WITHSIGN MANUFACTURERSET 35'-60' FROM EDGE OF FULL STRENGTH PAVEMENT36"NON-WOVEN GEOTEXTILEFABRICNEW 58" x 8' COPPER CLAD STEELGROUND ROD 12" FROM CONCRETEGROUND SIGN TO GROUNDROD WITH #6 AWG BARECOPPER GROUND PLACEDIN 1" PVC CONDUIT CASTINTO BASE12" DEEP 34" STONEGROUNDING WIRES SHALL BE EXOTHERMICALLYWELDED TO GROUND RODSTAINLESS STEEL TETHER CABLE (MINIMUM 2 PER MODULE)12"3" MIN.INSTALL NEW AIRFIELD GUIDANCE SIGN NOTES:1.GROUNDWIRE FROM LIGHT BASE TO GROUND ROD AND FROM SIGN TOGROUND ROD SHALL BE #6 AWG, BARE COPPER. CONNECT GROUND WIRESTO GROUND ROD WITH EXOTHERMIC WELD .2.SIGNS AND SIGN BASES SHALL BE SET LEVEL AND TRUE, ADJUST EXISTINGGRADE SURROUNDING SIGN BASE AS REQUIRED 3% MAXIMUM GRADE.3.FURNISH SIGN WITH L-830 ISOLATION TRANSFORMER, SIZE AS REQUIREDBY SIGN MANUFACTURER.4.THE NUMBER OF MODULES SHOWN ON THE SIGN SCHEDULE WILL BE THENUMBER OF MODULES PAID FOR REGARDLESS OF THE NUMBER OFMODULES REQUIRED BY THE MANUFACTURER.5.PROVIDE HEAT SHRINK ON LINE SIDE OF PRIMARY CONNECTOR KITS ONLY.SECONDARY L-823 CONNECTIONS TO BE TAPED ONLY.6.PROVIDE SIGNS WITH STRAIGHT FACE AS SPECIFIED. CURVE FACEDPANELS WILL NOT BE ACCEPTED.7.SIGNS SHALL BE LED WITH AN EXTERNAL ON OFF SWITCH8.CONTRACTOR SHALL COORDINATE SIGN BASE LAYOUT FOR THEELECTRICAL FEED AND SIGN SIZE WITH THE SIGN MANUFACTURER DURINGTHE SUBMITTAL PROCESS. SIGN BASE LAYOUT SHALL BE APPROVED PRIORTO FABRICATION OF THE SIGN FOUNDATION.24" (TYP)FINISHED GRADEFURNISH SIGN WITHON/OFF SWITCH1" CHAMFER (TYP)L-867 SIZE B, CLASS 1A LIGHT BASE WITH12" THICK GALVANIZED STEEL COVER WITHNEOPRENE GASKET12" (TYP)12" (TYP)P-610 PORTLAND CEMENT CONCRETESIGN, SEE SECTION VIEW ANDSIGN SCHEDULE2" PVC CONDUIT POWERCABLE TO SIGN12" (TYP)2" BITUMINOUS PAVEMENT (TYP.)6" GRAVEL (TYP.)L-823 CONNECTORS (TYP.)L-830 TRANSFORMER, SIZE ASREQUIRED BY THE SIGNMANUFACTURERI.D. TAG/LABEL AS ORDERED BY THE RPR6"LAYOUT POINT LOCATION2'NEW BITUMINOUSCONCRETE OR LOAMSEED MULCHNORTHING, EASTING REFERENCEPOINTMORTARADJUST FRAME ANDCOVER TOFINISH GRADEREMOVE EXISTINGFRAME AND RE-USECOVER AND FRAMENEW SM BRICKS14,000 PSI REQUIRED, AS NEEDED34" ANCHOR BOLT (4), AS NEEDEDADJUST EXISTING ELECTRICSTRUCTURE FRAME AND COVERNOT TO SCALE(ITEM L-115-5.2)12" GALVANIZED STEEL COVER, PLATE, AND S.S.BOLTS, COATED WITH MARINE GRADE ANTI-SEIZECOMPOUND. EXTEND BOLTS 3/4" BELOW FLANGE WITHNEOPRENE GASKET; SHALL BE SET FLUSH TOTOP OF CONCRETEGROUND LIGHT BASE USING FACTORYINSTALLED GROUND LUG WITH #6 AWG BARE COPPER TO GROUND ROD34" GALVANIZED DRAIN PIPEREBAR AS REQUIRED PER MANUFACTURERSTYLEFRONTBACKSIZENO.ITEM #BACKLEGENDFRONTNO.PROPOSED SIGN SCHEDULE - NEW SIGNSBACKPANEL TYPEMODULES2002012025BLANKB/D32L-125-5.7B35D/BAB3L-125-5.7BBLANK53B/D2L-125-5.7BSEE SIGN POWER FEEDDETAIL THIS SHEETPOWER FEED RISERSEE NOTE 8L-858 AIRFIELD SIGN DETAILNOT TO SCALE(ITEM L-125-5.7B)RELOCATE EXISTING AIRFIELD GUIDANCE SIGN NOTES:1.REMOVE EXISTING CONDUIT AND CABLE CONNECTING TOEXISTING SIGN.2.RELOCATE SIGN TO LOCATION SHOWN ON PLANS.3.INSTALL NEW CONDUIT AND PULL NEW CABLE TO CONNECTRELOCATED SIGN TO CIRCUIT.4.INSTALL NEW 58" X 8' COPPER CLAD GROUND ROD.5.GROUNDWIRE FROM LIGHT BASE TO GROUND ROD AND FROMSIGN TO GROUND ROD SHALL BE #6 AWG, BARE COPPER.CONNECT GROUND WIRES TO GROUND ROD WITH EXOTHERMICWELD .6.SIGNS AND SIGN BASES SHALL BE SET LEVEL AND TRUE, ADJUSTEXISTING GRADE SURROUNDING SIGN BASE AS REQUIRED 3%MAXIMUM GRADE.7.INSTALL NEW POWER FEED WITH NEW L-823 CONNECTION FROMEXISTING TRANSFORMER IN BASE CAN TO SIGN.8.PROVIDE HEAT SHRINK ON LINE SIDE OF PRIMARY CONNECTORKITS ONLY. SECONDARY L-823 CONNECTIONS TO BE TAPED ONLY.SIGN POWER FEED DETAILNOT TO SCALE2" CONDUIT BASE CANSIGN POWER FEEDFROM BASE CAN2" CONDUIT COUPLING. COORDINATEHEIGHT ABOVE CONCRETE PAD WITHSIGN MANUFACTURERMULTI ELECTRICAL MFG. CABLECLAMP 961X, ADB 60A2851 CABLECLAMP, CROUSE HINDS MODEL 25003OR APPROVED EQUAL2" FRANGIBLE COUPLINGDO NOT INSTALL HEATSHRINKABLE TUBING ATTHIS CONNECTIONLCOATE L-823CONNECTORWITHIN SIGNBODYABSUBGRADE(SEE NOTE 2 BELOW)P-610 CONCRETEENCASEMENT FOR DUCTBANK (PER SPEC ITEML-110)9-WAYDUCT BANKNEWEDGE OFPAVEMENTAABITUMINOUS COURSESSTEPS @ 12" O.C.ORIENT STEPS TO AVOIDCABLE LOCATIONS, STEPSREINFORCED PLASTIC12" P-20912" MIN24" MIN12"15' (TYP.)BACKFILL WITHSUITABLE MATERIALCOMPACTED TO 100%OF ASTM D698NEW GRADE(GRADE TO DRAIN)4' W X 4' LBOTTOM OF ASPHALT PAVEMENTSECTIONDRAINPROVIDE 6' MINSLACK OF CABLEMANHOLE FRAME AND COVER TO BE R-3498-P2S,SPRING-ASSIST HATCH SERIES BY NEENAH FOUNDARY ORAPPROVED EQUAL (SEE NOTE 3 FOR DESIGN LOADING)5/8" x 8' COPPER CLAD GROUND ROD INSTALLEDWITHIN 1' OF A MANHOLE CORNER. GROUND RODSHALL BE DRILLED THROUGH BOTTOM SLAB ANDEXTEND 6" ABOVE FLOOR. 4" DIA HOLE SHALL BEDRILLED INTO EARTH IF SOIL CONDITION DOES NOTPERMIT DAMAGE FREE INSTALLATION. SEAL WITHPORTLAND CEMENT CONCRETE AS REQUIRED.#4/0 BARE STRANDED COPPER GROUNDING BUSINSTALLED A MINIMUM OF 1' ABOVE THE FLOOR OF THESTRUCTURE AND SEPARATE FROM OTHER CABLES.#2 AWG PIGTAIL(AS REQD)PVC SLEEVES (TYP.) /DUCT BANK ASREQUIREDCABLE SADDLE RACKS#3SR3 AS MANUFACTUREDBY UNDERGROUND DEVICES,INC. OR APPROVED EQUAL (2PER WALL - TOP RACKS,HIGH VOLTAGE / BOTTOMRACKS, LOW VOLTAGE)STEP (TYP.)DUCT BANK (PERLIGHTING PLANS)4'-0" (TYP.)5'-0" (TYP.)4'-0" (TYP.) 5'-0" (TYP.)5/8" x 8' COPPER CLADGROUND ROD#4/0 BARE STRANDEDGROUNDING BUSEXOTHERMICALLYWELDED TO GROUND ROD#2 AWG BARE COPPER PIGTAILBONDED TO METAL HARDWAREWITHIN STRUCTURE.EXOTHERMIC WELD TO #4/0GROUNDING BUS. INSTALLPIGTAILS AS REQUIRED.(ITEMS L-110-5.2c, L-110-5.2d & L-115-5.1)N.T.S.ELECTRICAL MANHOLE WITH ENCASED ELECTRICAL CONDUIT4-WAY, 6-WAY OR 9-WAY203BA35BLANKD/BAB2L-125-5.7BBLANK53B/D2L-125-5.7BBA19-1BBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DETS.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONELECTRICAL DETAILS (SHEET 1 OF 2)N.T.S.FPSAMSSRS18715.012/18/22EP-033843REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERS BASE MOUNTED TAXIWAY EDGE LIGHT IN NEW PAVEMENTNOT TO SCALE(ITEM L-125-5.1A OR L-125-5.1B)L-823 CONNECTIONSNOT TO SCALENOTE:1.ID NUMBER SHALL BE ASSIGNED USING A LOGICAL ORDER DEPENDENTON EXISTING LIGHT ID NUMBERS AND APPROVED BY THE ENGINEER2.TAGS SHALL BE ATTACHED TO BASES OF ELEVATED EDGE LIGHTS BYMEANS OF THE BOLTS USED TO ATTACH THE LIGHT TO THE CANLIGHT IDENTIFICATION TAG DETAILNOT TO SCALE(INCIDENTAL TO ITEM L-125)PERMANENTLYENGRAVED NUMBERBRASS DISK2" DIAMETERCONNECTING TO EXISTING DUCTNOT TO SCALENEW 4000 PSI CONCRETEP-610 (REFER TO NOTE 9)EXISTING 4" 2-WAYCONCRETEENCASEDCONDUITEXISTINGCOUNTERPOISECHIP BACK EXISTING CONCRETEINSTALL NEW 4" PVCONTO EXISTINGINSTALL NEW #6 AWGBARE COUNTERPOISEDUCT BANK & CONDUIT NOTES:1.THE CONTRACTOR SHALL MARK OUT IN THE FIELD THE PROPOSED ROUTING OF ALLDUCT BANK RUNS FOR APPROVAL BY THE PRIOR TO ANY EXCAVATION.2.THE CONTRACTOR IS REQUIRED TO DETERMINE AND VERIFY ALL UNDERGROUNDUTILITIES THAT ARE IN THE VICINITY OF THE DUCT BANK RUN AND REPORT POTENTIALCROSSINGS AND CONFLICTS TO THE RPR. NO EXCAVATION SHALL TAKE PLACE UNTILMITIGATION MEASURES ARE AGREED TO FOR THE PROTECTION OR REPLACE OFEFFECTED UTILITIES.3.MEDIUM VOLTAGE DUCT(S) (GREATER THAN 600V) AND LOW VOLTAGE DUCT(S) (UP TO600V) SHALL BE SEPARATED WITHIN THE DUCT BANK BY A MINIMUM OF 12 INCHES.UNLESS OTHERWISE SPECIFIED OR DIRECTED, THE LOW VOLTAGE DUCTS SHALL BE TOTHE LEFT OF THE DUCT AND CONTAIN THE FEW NUMBER OF INDIVIDUAL DUCTS, WITHINTHE DUCT BANK.4.THE CONTRACTOR SHALL USE CONDUIT SPACERS PLACED AT INTERVALS NOT TOEXCEED 5 FEET ALONG THE LENGTH OF THE DUCT.5.THREE (3) INCHES MINIMUM OF CONCRETE SHALL BE PLACED AND CONSOLIDATED SOIT COMPLETELY SURROUNDS THE DUCTS (BOTTOM, TOP, SIDES AND IN BETWEEN).6.CONCRETE SHALL BE ALLOWED TO CURE PRIOR TO BACKFILLING7.ALL DUCT BANKS SHALL HAVE ONE #6 AWG GREEN INSULATED STRANDED GROUNDCABLE INSTALLED IN THEM, GROUND CABLE SHALL BE INSTALLED BACK TO EXISTINGVAULT8.#6 AWG BARE COPPER COUNTERPOISE INCIDENTAL TO DUCT BANK OR CONDUITNOTES:1.LIGHT BASES SHALL BE INSTALLED WITH CARE TO ASSURE VERTICAL &AZIMUTH ALIGNMENT OF FIXTURE.2.PROVIDE 3' CABLE SLACK WITHIN LIGHT BASE TO ALLOW TRANSFORMERSERVICING.3.BOLTS AND WASHERS USED DURING INSTALLATION OF BASE, CABLE, ANDTRANSFORMERS SHALL BE REPLACED WITH NEW, FOR FINAL INSTALLATION.MINIMUM THREAD EMPLACEMENT BEYOND BOTTOM OF FLANGE OF BASE IS3/4". MAXIMUM LENGTH OF BOLT TO BE 3-1/2".4.AS REQUIRED TO MAINTAIN +0/-116" BELOW GRADE FAA INSTALLATIONTOLERANCE. A MAXIMUM OF THREE SPACER RINGS MAY BE STACKEDTOGETHER ABOVE EXTENSION RING TO ACHIEVE GRADE. CONTRACTOR TOSUPPLY VARIOUS SIZES AS REQUIRED.5.FOR IDENTIFICATION OF CABLES AT EACH LIGHT BASE, IDENTIFICATIONTAGS OR BANDS SHALL BE ATTACHED TO EACH LEAD (WITHIN 6" OF L-823CONNECTOR), SHOWING THE LIGHT NUMBER TO WHICH IT EXTENDS.NEW L-850C LEDLIGHT FIXTURE8" L-868 CLASS 1A EXTENSION RING3/4" MIN.BI-DIRECTIONAL SNOW PLOW RINGBOLT DETAILNOT TO SCALESEE NOTE 32 SPACER RINGS, (1) 2" RING AND(1) 1/4" TO 1/2" RING, BUT SIZE VARIESAS REQUIRED TO MATCH GRADE.SEE NOTE 4.STAINLESS STEEL BOLTSWITH 2-PIECE LOCK WASHER TORQUEDTO MANUFACTURER'S RECOMMENDATION WITHMARINE GRADE NEVER SIEZE EPOXYP-605 LIGHT FIXTURE SEALANTREFER TO SPECIFICATIONSFINISH GRADEP-606 LIGHT FIXTURE EPOXYREFER TO SPECIFICATIONSEDGE OF CORE FOR LIGHTFIXTURE INSTALLATION1-1/2" (TYP)L-823 NOTES:1.L-823 PLUGS SHALL BE "SUPERPLUG" KIT OR APPROVED EQUAL2" RGS CONDUIT NIPPLE,12" MIN. - SEAL NIPPLEOUTLET WITH DUCT SEAL (TYP.)P-610, CONCRETE 4,000 PSI34" CRUSHED STONEBEDDING, 6" THICKCOMPACTED SUBGRADE 95%ASTM D15576" (TYP)4"ELEVATED TAXIWAY EDGE LIGHT NOTES:1.TAXIWAY EDGE LIGHTS ARE TO BE SET 10' FROM THE EDGE OF FULL STRENGTH PAVEMENT TO THE CENTERLINE OF THE LIGHT FIXTURE.2.THE CONTRACTOR SHALL ADJUST THE HORIZONTAL DISTANCE FROM THE EDGE OF THE PAVEMENT SUCH THAT THE LIGHT FIXTURES FORM A STAIGHT-LINEHORIZONTALLY ALONG THE ENTIRE TAXIWAY EDGE AND VERTICALLY FOLLOW THE TAXIWAY GRADE.3.SUFFICIENT CABLE SLACK (MIN. OF 3 FEET) SHALL BE LEFT IN EACH BASE TO ALLOW TRANSFORMER(S) TO BE TAKEN OUT OF THE BASE.3.BOLTS AND WASHERS USED DURING INSTALLATION OF BASE, CABLE, AND TRANSFORMERS SHALL BE REPLACED WITH NEW, FOR FINAL INSTALLATION.MINIMUM THREAD EMPLACEMENT BEYOND BOTTOM OF FLANGE OF BASE IS 3/4". MAXIMUM LENGTH OF BOLT TO BE 3-1/2".4.FOR IDENTIFICATION OF CABLES AT EACH LIGHT BASE, IDENTIFICATION TAGS OR BANDS SHALL BE ATTACHED TO EACH LEAD (WITHIN 6" OF L-823 CONNECTOR),SHOWING THE LIGHT NUMBER TO WHICH IT EXTENDS.5.THE CONTRACTOR SHALL IDENTIFY WHICH LIGHT BASES REQUIRE MORE THAN TWO DUCTS OPENINGS TO ACCEPT A CONDUIT RUNNING PERPENDICULAR TOTHE TAXIWAY CENTERLINE. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE ADDITIONAL DUCT OPENING.6.USE L-867 SIZE B CANS WHERE SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER.7.EDGE LIGHTS SHALL BE SET FLUSH TO A MAXIMUM 34" BELOW PROPOSED GRADE. IT SHOULD BE ANTICIPATED THAT DUE TO THE TYPICAL SLOPE OF SHOULDERPAVEMENT THE EDGE OF THE LIGHT CLOSEST TO THE TW CENTERLINE SHALL BE SET FLUSH TO SLIGHTLY BELOW THE PAVEMENT WHILE THE EDGE SETCLOSEST TO THE EDGE OF PAVEMENT SHALL BE A MAX 34" BELOW THE PROPOSED PAVEMENT.EDGE OF PAVEMENT CORE FORFIXTURE INSTALLATION (TYP)NEW FRANGIBLE COUPLING AND DISCONNECTPLUG (1" ABOVE GRADE)24"24"34" GALVANIZED DRAINHOLE (CENTERED)L-823 PRIMARY CONNECTOR58" x 8' COPPER CLAD GROUND RODEXOTHERMIC WELDNEW L-861T (L) LED EDGE LIGHT WITH HEATER ORNEW L-861T, 6.6 AMP, 30W QUARTZ FIXTURE,FURNISH WITH RED OR BLUE LENS AS INDICATED ON THE PLANS1/C, #8, 5 KV, L-824TYPE C CABLEINTERNAL/EXTERNAL GROUND LUGL-830, ISOLATION XFMR PLACE ON 4"PVC SUPPORT. DO NOT BLOCK DRAIN.3/4"14"/FTTAXIWAY FIXTURES:24" AT 10' FROM EDGE OF PAVEMENTSECONDARY CABLE FROMISOLATION XFMREDGE OF BASE PLATE SHALL BEFLUSH OR 34" BELOW PAVEMENT4" IN NEW PAVEMENTSURFACE COURSEBRASS ID TAG (SEEDETAIL THIS SHEET)SEE NOTE 74" L-867 BASE CLASS1A EXTENSION RING#6 AWG BARE COPPER COUNTERPOISE WIRE WITHEXOTHERMIC CONNECTION TO GROUND ROD3' LENGTH, BOND LIGHT FIXTURE TO LIGHT BASEINTERNAL GROUND LUG VIA #6 AWG STRANDEDCOPPER, 600V, GREEN XHHW INSULATION, INCIDENTALTO RESPECTIVE L-125 PAY ITEM (TYP)LIGHT FIXTURE SEALANTDOW-CORNING 890SL OREQUAL 1.5" (TYP)P-606 LIGHT FIXTURE EPOXY#6 AWG, GREEN INSULATED,STRANDED GROUND (ITEM L-108-5.2)L-823 PLUG ENDRECEPTACLE ENDADDITIONAL ADHESIVECOMPOUND FILLERPLUG ENDHEAT SHRINKABLE TUBINGWITH INTERNAL ADHESIVEFACTORY MOLDEDTRANSFORMER LEADSFACTORY MOLDEDTRANSFORMER LEADRECEPTABLE ENDADDITIONAL ADHESIVECOMPOUND FILLERHEAT SHRINKABLE TUBINGWITH INTERNAL ADHESIVEWRAP WITH AT LEAST ONE LAYER OF RUBBER ORSYNTHETIC RUBBER TAPE AND ONE LAYER OF PLASTICTAPE, ONE-HALF LAPPED, EXTENDING AT LEAST 1-1/2INCHES ON EACH SIDE OF JOINTSTAINLESS STEEL BOLTSWITH MARINE GRADE ANTI-SEIZE COMPOUNDNORDLOCK 38" TWO-PIECE LOCKWASHEROR EQUAL SEE NOTE 3#4 REBAR DRILL AND EPOXY INEXISTING CONCRETE @ 12" SPACINGAS REQUIRED12"12"NOTES:1.ALL L-824 CABLES SHALL BE IDENTIFIED WITH A TAG WITH ITS RESPECTIVE CIRCUIT/LOOPNUMBER AT ALL ACCESSIBLE LOCATIONS. ATTACH THE ID TAG 12" FROM THE L-823CONNECTORS. THE LOOPS SHALL BE IDENTIFIED ON EACH SIDE OF THE CONNECTORS.TYPICAL L-824 CABLE ID TAGNOT TO SCALE1" ALMETEK E-Z TAGSOR APPROVED EQUAL316" DIA. HOLE, ATTACH TO L-824 CABLEWITH A T & B TYRAP CAT #TY524MX ORAPPROVED EQUAL34" BLACK TEXT ON YELLOW BACKGROUND8" - 12" MAX18" MIN.2" DIA PVC DUCT3" (TYP) ALL SIDES(2") 1-WAY CONCRETE ENCASED CONDUITINSTALLED UNDER NEW SHOULDER OR TURFNOT TO SCALE(ITEM L-110-5.2)#6 AWG BARE COPPER COUNTERPOISEINCIDENTAL TO L-110-5.2NEW 4" P-403SHOULDERPAVEMENT8" MIN 12" MAX P-610 CONCRETEDUCT UNDERPAVEMENTDUCT UNDERTURFSUITABLE BACKFILL COMPACTEDTO 95% ASTM D1557P-209 BASE MATERIAL COMPACTEDTO 100% ASTM D15573" TOPSOIL SEED AND MULCHCORTEN PLATE COVER8" MIN.12" MAX.BYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSHIRE 03301K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\SHEET FILES\18715.01-DETS.DWG ,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONELECTRICAL DETAILS (SHEET 2 OF 2)N.T.S.FPSAMSSRS18715.012/18/22EP-043943REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSPLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTION EPAVEMENT JOINT PAVEMENT JOINT EE19-119-119-119-119-119-119-1EEE RSARSARSARSARSARSARSA RSA RSA RSA RSA RSA RSARSARSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAR S A RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA ROFAROFA ROFAROFAROFAROFAROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROF A ROFA ROF A ROF A ROFA ROF A ROF A ROFA PROPOSED TAXIWAY ALOCATIONAPPROXIMATEZONING BOUNDARYAIRPORT ZONING DISTRICTAIRPORT INDUSTRIALZONING DISTRICTWILLISTON ROADAIRPORT DRIVEKENNEDY DRIVE SCALE04509001350 FT,FINAL DESIGNBURLINGTON INTERNATIONAL AIRPORTVERMONTSOUTH BURLINGTONOVERALL SKETCH PLAN1"=700'FPSAMSAMS18715.012/18/22111REHABILITATE TWY A AND CONSTRUCTNEW PAVED TWY SHOULDERSBYDESCRIPTIONDATEREVDATE:PROJECT:DESIGN:CHECKED:DRAWN:SCALE:OF53 REGIONAL DRIVECONCORD, NEW HAMPSH IRE 03301 K:\BURLINGTON INTERNATIONAL AIRPORT\T-18715.01 REHABILITATE TAXIWAY A\DRAW\DRAWINGS\MODELING\WORKING\18715.01-OVERALL SKETCH PLAN.DWG PLANS FOR PERMITTINGPURPOSES ONLYNOT TO BE USED FORCONSTRUCTIONLEGEND:AIRPORT PARCELPROPOSED WORKAREAZONING LINE