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HomeMy WebLinkAboutSP-24-35 - Plans - Record - 1200 Airport DriveF CR2/7E35/45 A319/320E70/75W37-7/7MAX 37-8/8MAX37-9/9MAX STOP STOP TOP STOP AIRPORT DRIVE AIRPORT DRIVE WH I T E S T R E E T AIRPORT CIRCL E RUNW A Y 1 5 / 3 3 TAXI W A Y G TAXIWAY A LE D O U X T E R R A C E MA R Y L A N D S T R E E T FAA BLDG & ATCT CONSTRUCT TEMPORARYVSR (PAVED) CONTRACTORSTAGING AREA CONTRACTORTRAILER ENGINEER'STRAILER CONSTRUCTTEMPORARYHAUL ROAD(GRAVEL) CONTRACTOR HAULROAD (USE PORTION OFEXISTING PAVED VSR) CONTRACTOR SITEACCESS THROUGHBTV EMPLOYEEPARKING LOT INSTALL STRIPEDPEDESTRIAN WALKWAY.EXACT LOCATION TO BECONFIRMED IN THE FIELD. INSTALL STOP SIGN ANDPEDESTRIAN CROSSING SIGN (TYP.)SEE DETAIL SHEET P-201 CONSTRUCT TEMPORARYHAUL ROAD (GRAVEL) AIRFIELDLIGHTINGVAULT PHASE 1A FUTURE TERMINALBUILDING FOOTPRINT CONTRACTOR AIRFIELD ACCESS THROUGHEXISTING 24' WIDE SWING GATE APPROXIMATE FOOTPRINT OF EXISTING UNDERGROUNDINFILTRATION BASIN. CONFIRM LOCATION PRIOR TOCONSTRUCTION AND DO NOT DISTURB CONTRACTOR AIRFIELD ACCESS THROUGHEXISTING 24' WIDE SWING GATE MAINTAIN SECURITYAT ALL TIMES VIA GATE GUARD OR LOCKING GATE CONTRACTOR AIRFIELD ACCESS THROUGHEXISTING 24' WIDE SWING GATE MAINTAIN SECURITYAT ALL TIMES VIA GATE GUARD OR LOCKING GATE ORANGE CONSTRIUCTION FENCE(SEE DETAIL) SHEET P-201 LOW PROFILE BARRICADES ONPAVEMENT (SEE DETAIL) SHEET P-201 LOW PROFILE BARRICADES ONPAVEMENT (SEE DETAIL) SHEET P-201 LEGEND: TAXIWAY OBJECT FREE AREA CONSTRUCTION FENCE HAUL ROUTE TEMPORARY GRAVEL ROAD TEMPORARY PAVED ROAD CONTRACTOR STAGING AREA PHASE 1A PHASE 1B PHASE 2 PHASE 3 EXISTING GATE OPEN/CLOSEDGATE 1 OPEN GATE 4 OPENGATE 6 OPEN GATE 5 OPENGATE 3 OPEN GATE 3A OPENGATE 7 OPEN GATE 8A OPEN PHASE 1A NOTES:1. THE APPROXIMATE DURATION OF PHASE 1A IS 30 CALENDAR DAYS.2. PHASE 1A SHALL BE COMPLETED PRIOR TO THE START OF PHASE 1B.3. CONTRACTOR SHALL CONFIRM THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY EARTHWORK.4. CONTRACTOR SHALL PROVIDE A GATE GUARD DURING PHASE 1A. MAJOR WORK ITEMS:1. EXISTING UTILITY LOCATION VERIFICATION2. CONSTRUCTION OF TEMPORARY HAUL ROADS.3. INSTALLATION OF SIGNS AND MARKINGS FOR PEDESTRIAN CROSSING.4. CONSTRUCTION OF TEMPORARY VEHICLE SERVICE ROAD. OPERATIONAL IMPACTS: ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pro j e c t T i t l e : Dra w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D BY REV I S I O N DA T E NO . ©Ja c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVESUITE 205BEDFORD, NH 03110WWW.JACOBS.COM E2X81910 BT V P R O J E C T N E X T 1200 AIRPORT DRIVESOUTH BURLINGTON, VT 05403 0 6/2 5 / 2 4 ISS U E D F O R C O N S T R U C T I O N N E G N E G Jacobs - P:\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-CSPP-Plans-Part-I.dwg [PHASE 1A] August 04, 2024 - 11:00am [MONCRIS] CO N S T R U C T I O N S A F E T Y A N D PH A S I N G P L A N ( C S P P ) PA R T 1 - P H A S E S 1 A , 1 B , 2 , A N D 3 0 30 60 120 N P-001A SB B S B B S A M S A M PH A S E 1 A - P L A N PHASE 1A SCALE: 1"=60' F CR2/7E35/45 A319/320E70/75W37-7/7MAX 37-8/8MAX37-9/9MAX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X XX X XX X X XXXXXXXXXXXXX X X X X X XXX STOP STOP X X X X X X X X AIRPORT DRIVE AIRPORT DRIVE WH I T E S T R E E T AIRPORT CIRCL E RUNW A Y 1 5 / 3 3 TAXI W A Y G TAXIWAY A LE D O U X T E R R A C E MA R Y L A N D S T R E E T FAA BLDG & ATCT 5' PEDESTRIAN GATE CONTRACTORSTAGING AREA CONTRACTORTRAILER ENGINEER'STRAILER CONTRACTOR HAULROAD (USE PORTION OFEXISTING PAVED VSR) CONTRACTOR SITEACCESS THROUGHBTV EMPLOYEEPARKING LOT 15' SINGLE LEAFVEHICLE SWING GATE 15' SINGLE LEAFVEHICLE SWING GATE AIRFIELDLIGHTINGVAULT FUTURE TERMINALBUILDING FOOTPRINT CONNECT TEMP. FENCE TOEXISTING BUILDING CORNER CONTRACTOR AIRFIELD ACCESS THROUGHEXISTING 24' WIDE SWING GATE CONNECT TEMP. FENCE TOEXISTING FENCE PHASE 1B CONTRACTORSTAGING AREA APPROXIMATE FOOTPRINT OF EXISTING UNDERGROUNDINFILTRATION BASIN. CONFIRM LOCATION PRIOR TOCONSTRUCTION AND DO NOT DISTURB CONTRACTOR AIRFIELD ACCESS THROUGHEXISTING 24' WIDE SWING GATE MAINTAIN SECURITYAT ALL TIMES VIA GATE GUARD OR LOCKING GATE ORANGE CONSTRIUCTION FENCE(SEE DETAIL) SHEET P-201 LOW PROFILE BARRICADES ONPAVEMENT (SEE DETAIL) SHEET P-201 LOW PROFILE BARRICADES ONPAVEMENT (SEE DETAIL) SHEET P-201 MAINTAIN 65' MIN. BETWEENGATE 4 LEAD-IN LINE ANDTEMP. AOA FENCE (TYP.) ERADICATE ALL GATE 1 PAVEMENTMARKINGS WITHIN AOA MODIFY GATE 4 STOPBLOCKS TO ALLOW ONLY: CR7 E135 E145 LEGEND: TAXIWAY OBJECT FREE AREA CONSTRUCTION FENCE HAUL ROUTE TEMPORARY GRAVEL ROAD TEMPORARY PAVED ROAD CONTRACTOR STAGING AREA PHASE 1A PHASE 1B PHASE 2 PHASE 3 EXISTING GATE OPEN/CLOSEDGATE 1 CLOSED GATE 4 OPEN (1) GATE 6 OPEN GATE 5 OPENGATE 3 OPEN GATE 3A OPEN GATE 7 OPEN GATE 8A OPEN PHASE 1B NOTES:1. THE APPROXIMATE DURATION OF PHASE 1B IS 60 CALENDAR DAYS.2. PHASE 1B SHALL BE COMPLETED PRIOR TO THE START OF PHASE 2.3. CONTRACTOR SHALL CONFIRM THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY EARTHWORK.4. CONTRACTOR SHALL PROVIDE A GATE GUARD DURING PHASE 1B UNTIL TEMPORARY AOA SECURITY FENCEIS COMPLETE AND APPROVED BY BTV AIRPORT OPERATIONS. MAJOR WORK ITEMS:1. EXISTING UTILITY LOCATION VERIFICATION2. CONSTRUCTION OF TEMPORARY AOA SECURITY FENCE. OPERATIONAL IMPACTS: (1) GATE 4 RESTRICTED TO AIRCRAFT WITH 80-FT WINGSPAN OR LESS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pro j e c t T i t l e : Dra w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N D R C H K A P V D AP V D BY REV I S I O N DA T E NO . ©Ja c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVESUITE 205BEDFORD, NH 03110WWW.JACOBS.COM E2X81910 BT V P R O J E C T N E X T 1200 AIRPORT DRIVESOUTH BURLINGTON, VT 05403 0 6/2 5 / 2 4 ISS U E D F O R C O N S T R U C T I O N N E G N E G Jacobs - P:\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-CSPP-Plans-Part-I.dwg [PHASE 1B] August 04, 2024 - 11:18am [MONCRIS] CO N S T R U C T I O N S A F E T Y A N D PH A S I N G P L A N ( C S P P ) PA R T 1 - P H A S E S 1 A , 1 B , 2 , A N D 3 0 30 60 120 N P-001B SB B S B B S A M S A M PH A S E 1 B - P L A N PHASE 1B SCALE: 1"=60' F CR2/7E35/45 A319/320 E70/75 W37-7/7M A X 37-8/8 M A X37-9/9M A X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X XXXXXXXXXXXX X X X X X X X X X STOP STOP X X X X X X X X AIRPORT D R I V E AIRPORT DR I V E W H I T E S T R E E T AIRPORT C I R C L E RUN W A Y 1 5 / 3 3 TAX I W A Y G TAXIWAY A LE D O U X T E R R A C E M A R Y L A N D S T R E E T FAA BLDG & ATCT CONTRACTOR STAGING AREA CONTRACTOR TRAILER ENGINEER'S TRAILER CONTRACTOR HAUL ROAD (USE PORTION OF EXISTING PAVED VSR) CONTRACTOR SITE ACCESS THROUGH BTV EMPLOYEE PARKING LOT AIRFIELD LIGHTING VAULT PHASE 2 FUTURE TERMINAL BUILDING FOOTPRINT PHASE 2 STAGING AREA CONTRACTOR STAGING AREA CONTRACTOR AIRFIELD ACCESS THROUGH EXISTING 24' WIDE SWING GATE PROPOSED SNOW STORAGE AREA (TYP.) LEGEND: TAXIWAY OBJECT FREE AREA CONSTRUCTION FENCE HAUL ROUTE TEMPORARY GRAVEL ROAD TEMPORARY PAVED ROAD CONTRACTOR STAGING AREA PROPOSED SNOW STORAGE AREA PHASE 1A PHASE 1B PHASE 2 PHASE 3 EXISTING GATE OPEN/CLOSED GATE 1 CLOSED GATE 4 OPEN (1) GATE 6 OPEN GATE 5 OPEN GATE 3 OPEN GATE 3A OPEN GATE 7 OPEN GATE 8A OPEN PHASE 2 NOTES: 1.THE APPROXIMATE DURATION OF PHASE 2 IS 180 CALENDAR DAYS. 2.PHASE 2 SHALL START AFTER PHASE 1B IS COMPLETE. MAJOR WORK ITEMS: 1.REMOVE EQUIPMENT IN FOOTPRINT OF FUTURE TERMINAL BUILDING. 2.REMOVE BITUMINOUS AND CONCRETE PAVEMENT AS REQUIRED BY PROJECT PLANS. 3.EXCAVATE AND REMOVE UNSUITABLE SOIL FROM WITHIN, AND ADJACENT TO BUILDING FOOTPRINT. 4.INSTALL FOOTINGS, FOUNDATION, GEOTHERMAL AND ELECTRICAL CONNECTIONS. 5.INSTALL FORMWORK, REBAR, AND STRUCTURAL CONCRETE FOR SUPPORT COLUMNS. 6.BUILDING ENVELOPE AND INTERIOR CONSTRUCTION. OPERATIONAL IMPACTS: (1) GATE 4 RESTRICTED TO AIRCRAFT WITH 80-FT WINGSPAN OR LESS ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 4 A L L R I G H T S R E S E R V E D 2 EXECUTIVE PARK DRIVE SUITE 205 BEDFORD, NH 03110 WWW.JACOBS.COM E2X81910 BT V P R O J E C T N E X T 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 0 6/ 2 5 / 2 4 IS S U E D F O R C O N S T R U C T I O N NE G NE G Jacobs - \\mhtfil01\JOB\2022\E2X81910 - BTV Terminal Improvement Ph III (North)\700 CADD\702-CIVIL\BTV-CSPP-Plans-Part-I - City Submission.dwg [PHASE 2] September 05, 2024 - 5:13pm [FLOODJ] CO N S T R U C T I O N S A F E T Y A N D PH A S I N G P L A N ( C S P P ) PA R T 1 - P H A S E S 1 A , 1 B , 2 , A N D 3 0 30 60 120 N P-002 SB B SB B SA M SA M PH A S E 2 - P L A N PHASE 2 SCALE: 1"=60' Area of Temp Paved VSR = 11,573 SF Area of Temp Gravel Haul Road = 1,305 SF Area of Temp Gravel Haul Road = 1,922 SF Total Area of Temp Trailers = 675 SF Area of Staging Area = 5,870 SF Total area of additional impervious = 21,345 SF = 0.49 AC ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 707 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C1.201 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r ER O S I O N C O N T R O L N O T E S A N D DE T A I L S B B B B B B B B B B B B B B B ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 707 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C2.301 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r AP R O N E P S C P L A N 2 9 / 1 3 / 2 4 A D D R E S S P E R M I T T I N G C O M M E N T S 2 INSTALL COCONUT INLET FILTER PROTECTION AT EXISTING TRENCH DRAIN 315.0 320.0 320.0 312.5 313.0 313.5 314.0 314.5 315.5 316.0 316.5 317.0 317.5 318.0 318.5 319.0 319.5 320.5 320.5 315.0 320.0315.5 316.0 316.5 317.0 317.5 318.0 318.5 319.0 319.5 320.5 321.0 321.5 315.0313.0 313. 5 314.0 314.5 315.5 316.0 316.5 317.0 317.5 318.0 318.5 319.0 31 9 . 5 315. 0 320.0313.5 314.0 314.5 315.5 316.0 316.5 317. 0 317.5 318.0 318.5 319.0 319.5 320.5 315.5 316.0 316.5 317.0 317.5 318.0 318.5 319.0 319.5315.0 312. 5 313.0 313.5 314.0 314.5 315.5 316.0 316.5 317.0 317.5 318.0 318.5 319.0 319.5 TAXIWAY G RUNWAY 15-33 312.0 312.5 313.0 312.0 315.0 313.5 314.0 314.5 315.5 316.0 312.5 313.0 313.0 313.5 314.0 314.5 315.0 315.5 316.0 316.5 317.0 317.5 313.5 313.0 314.0 314.5 314.0 314.5 313.5 313.5 315.0 313.0 313. 5 314.0 314.5 315.5 316.0 316.5 317.0 317.5 318.0 318.5 ® Date: Proj. No.: PLOT DATE/TIME: Drawing No.: Pr o j e c t T i t l e : Dr a w i n g T i t l e : D C B A 1 2 3 4 5 E 6 REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS. DS G N DR CH K AP V D AP V D BY RE V I S I O N DA T E NO . ©J a c o b s 2 0 2 3 A L L R I G H T S R E S E R V E D 707 17TH STREET, SUITE 2750 DENVER, CO 80202 WWW.JACOBS.COM 150 DOW STREET MANCHESTER, NH 03101 WWW.HOYLETANNER.COM 3/6/2023 7:58:16 AM Autodesk Docs://US VT_E2X81910_Burlington International Airport_BTV North Addition/E2X81910_BTV_ARCH_r23.rvt 23.391501 NO R T H T E R M I N A L E X P A N S I O N 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 1 5/ 5 / 2 3 30 % D E S I G N S U B M I S S I O N NE G NE G C2.302 De s i g n e r Au t h o r Ch e c k e r Ap p r o v e r IN F I E L D E P S C P L A N INSTALL 30 LF CONTINUOUS CONTAINED BERM SEDIMENT BARRIER INSTALL 15 LF CONTINUOUS CONTAINED BERM SEDIMENT BARRIER 2 9 / 1 3 / 2 4 A D D R E S S P E R M I T T I N G C O M M E N T S 2