P6777403Dwgs.pdf
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- Airfield Pavement Repairs - USCG Base Cape Cod
- Solicitation number
- 70Z0G119BPRV11000
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VICINITY MAP
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LOCUS MAP
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GENERAL SITE MAP
AutoCAD SHX Text AIRFIELD PAVEMENT REPAIRS AT U.S. COAST GUARD BASE CAPE COD COAST GUARD BASE CAPE COD BUZZARDS BAY, MASSACHUSETTS
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UNITED STATES COAST GUARD CIVIL ENGINEERING UNIT PROVIDENCE
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MAINE
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NH
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MA
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CT
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RI
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%%UC A N A D A
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QUEBEC
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ONTARIO
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NEW YORK
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VT
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PENNSYLVANIA
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PROJECT
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LOCATION
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NJ
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CAPE COD
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USCG AIR STATION CAPE COD
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WAKEBY POND
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MAIN ST.
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FORESTDALE
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WAKEBY
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NORTH FALMOUTH
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PATUISSET
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POCASSET
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CATAUMET
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SOUTH POCASSET
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RED BROOK HARBOR
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TAHANTO BEACH
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AMRITA
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N FALMOUTH HWY
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HATCHVILLE
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CAMP EDWARDS
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CHILDS RIVER
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FALMOUTH RD
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FALMOUTH RIVER
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MASHPEE
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PROJECT
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LOCATION
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U. S. COAST GUARD
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CIVIL ENGINEERING UNIT
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PROVIDENCE
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USCG. CEU PROVIDENCE
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475 KILVERT STREET
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WARWICK, RI 02886
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P6777403D01.DWG
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MEF
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MEF
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MLB
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AS SHOWN
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PAVEMENT REPAIRS
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BASE CAPE COD
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BUZZARDS BAY
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MA
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CIVIL
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TITLE SHEET
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CONSULTANTS
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REVIEWED BY:
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DATE
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DRAWING NUMBER
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SHEET OF
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APPROVING OFFICER
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PROJECT NUMBER
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DISCIPLINE/SHT NO
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A/E PROJECT NO:
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DESIGN PROJ. ENG.
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DESIGN PROJ. MANAGER
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DESIGN TEAM SUP
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BERGER ABAM JOINT VENTURE
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33301 NINTH AVE. S., SUITE 300
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FEDERAL WAY, WA 98003
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U. S. COAST GUARD
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CIVIL ENGINEERING UNIT
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PROVIDENCE
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USCG, CEU PROVIDENCE
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475 KILVERT STREET
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WARWICK, RI 02886
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FINAL SUBMISSION
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PAVEMENT REPAIRS
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BASE CAPE COD
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BUZZARDS BAY
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MA
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CIVIL
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Z.N. BALLARD
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D. GLASS
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AutoCAD SHX Text THIS PROJECT SCOPE INCLUDES PREVENTATIVE MAINTENANCE PROJECT SCOPE INCLUDES PREVENTATIVE MAINTENANCE PROJECT SCOPE INCLUDES PREVENTATIVE MAINTENANCE SCOPE INCLUDES PREVENTATIVE MAINTENANCE SCOPE INCLUDES PREVENTATIVE MAINTENANCE INCLUDES PREVENTATIVE MAINTENANCE INCLUDES PREVENTATIVE MAINTENANCE PREVENTATIVE MAINTENANCE PREVENTATIVE MAINTENANCE MAINTENANCE MAINTENANCE REPAIRS TO THE AIRFIELDS PCC AND BITUMINOUS ASPHALT TO THE AIRFIELDS PCC AND BITUMINOUS ASPHALT TO THE AIRFIELDS PCC AND BITUMINOUS ASPHALT THE AIRFIELDS PCC AND BITUMINOUS ASPHALT THE AIRFIELDS PCC AND BITUMINOUS ASPHALT AIRFIELDS PCC AND BITUMINOUS ASPHALT AIRFIELDS PCC AND BITUMINOUS ASPHALT PCC AND BITUMINOUS ASPHALT PCC AND BITUMINOUS ASPHALT AND BITUMINOUS ASPHALT AND BITUMINOUS ASPHALT BITUMINOUS ASPHALT BITUMINOUS ASPHALT ASPHALT ASPHALT PAVEMENT AREAS, AS WELL AS PAVEMENT MARKINGS. THE AREAS, AS WELL AS PAVEMENT MARKINGS. THE AREAS, AS WELL AS PAVEMENT MARKINGS. THE AS WELL AS PAVEMENT MARKINGS. THE AS WELL AS PAVEMENT MARKINGS. THE WELL AS PAVEMENT MARKINGS. THE WELL AS PAVEMENT MARKINGS. THE AS PAVEMENT MARKINGS. THE AS PAVEMENT MARKINGS. THE PAVEMENT MARKINGS. THE PAVEMENT MARKINGS. THE MARKINGS. THE MARKINGS. THE THE THE PROJECT IS DIVIDED INTO BASE BID AND 4 BID OPTIONS, SEE IS DIVIDED INTO BASE BID AND 4 BID OPTIONS, SEE IS DIVIDED INTO BASE BID AND 4 BID OPTIONS, SEE DIVIDED INTO BASE BID AND 4 BID OPTIONS, SEE DIVIDED INTO BASE BID AND 4 BID OPTIONS, SEE INTO BASE BID AND 4 BID OPTIONS, SEE INTO BASE BID AND 4 BID OPTIONS, SEE BASE BID AND 4 BID OPTIONS, SEE BASE BID AND 4 BID OPTIONS, SEE BID AND 4 BID OPTIONS, SEE BID AND 4 BID OPTIONS, SEE AND 4 BID OPTIONS, SEE AND 4 BID OPTIONS, SEE 4 BID OPTIONS, SEE 4 BID OPTIONS, SEE BID OPTIONS, SEE BID OPTIONS, SEE OPTIONS, SEE OPTIONS, SEE SEE SEE SHEET NO. G002 FOR PROJECT WORK AREA SUMMARY.
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LIST OF DRAWINGS
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SHEET NO.
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DRAWING
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TITLE
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TITLE SHEET
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GENERAL PLAN
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QUANTITY SHEET
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OVERALL PHASING PLAN
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WORK AREA I PHASING PLAN
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WORK AREA IIA PHASING PLAN
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WORK AREA IIB PHASING PLAN
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WORK AREA IIIA PHASING PLAN
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WORK AREA IIIB PHASING PLAN
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WORK AREA IV PHASING PLAN
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WORK AREA V PHASING PLAN
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WORK AREA VI PHASING PLAN
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WORK AREA VII PHASING PLAN
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PHASING DETAILS AND NOTES
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RUNWAY 5-23 ASPHALT CRACK REPAIR PLAN
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TAXIWAY D APRON RECONSTRUCTION PLAN
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RUNWAY 23 END PCC CRACK REPAIR PLAN
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RUNWAY 32 END PCC CRACK REPAIR PLAN
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TAXIWAY D WEST OVERLAY PLAN
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TAXIWAY B PCC CRACK REPAIR PLAN
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MARKING DETAILS -1-
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MARKING DETAILS -2-
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PCC DETAILS -1-
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PCC DETAILS -2-
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ASPHALT DETAILS
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TAXIWAY D RECONSTRUCTION DETAILS
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0 1,200600
LIST OF ABBREVIATIONS
© COPYWRITE
A/E ARCHTECT/ENGINEERING
AOA AIRCRAFT OPERATION AREA
APPROX. APPROXIMATELY
ASCC AIR STATION CAPE COD
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BB BASE BID
BO1 BID OPTION NO.1
CEU CIVIL ENGINEERING UNIT
CY CUBIC YARD
℄ CENTERLINE
D DIAMETER
EX EXISTING
FAA FEDERAL AVIATION ADMINISTRATION
GAL GALLON
GPS GLOBAL POSITIONING SYSTEM
HPTO HIGH PERFORMANCE THIN OVERLAY
ILS INSTRUMENT LANDING SYSTEM
L1 PARTIAL LENGTH
LF LINEAR FOOT
LOC LOCALIZER
LR LENGTH OF REPAIR
LS LUMP SUM
MAX MAXIMUM
MIN MINIMUM
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
ø DIAMETER
P.O.T POINT OF TANGENCY
PCC PORTLAND CEMENT CONRETE
PSI POUND PER SQUARE INCH
R/W RUNWAY
RI RHODE ISLAND
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RSA RUNWAY SAFETY AREA
SF, SQ-FT SQUARE FOOT
SY SQUARE YARD
T FULL THICKNESS
T/W TAXIWAY
TBD TO BE DECIDED
TYP., TYP TYPICAL
USCG UNITED STATES COAST GUARD
UV ULTRA VIOLET
W FULL WIDTH
W1 PARTIAL WIDTH
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15" HDPE
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SD
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15" HDPE
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15" HDPE
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TAXIWAY 'A'
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HERBERT ROAD
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PROJECT WORK AREA SUMMARY
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BASE BID
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PLAN DESIGNATION
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LOCATION
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DESCRIPTION
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BB1.1
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RUNWAY 5-23
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MEDIUM AND LARGE ASPHALT CRACK REPAIRS
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RUNWAY 5 AND 23 END MARKINGS (NUMERALS AND THRESHOLD STRIPES)
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TW D
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APRON DEPRESSION RECONSTRUCTION
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CRACKED SLAB REPAIRS
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RUNWAY 32 END
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BO2.1
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TAXIWAY D
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SHOULDER HPTO - KEEL MILL AND OVERLAY
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RUNWAY 5-23
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EDGE LINE AND CENTERLINE MARKINGS
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RUNWAY 14-32
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EDGE LINE AND CENTERLINE MARKINGS
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RUNWAY 5-23
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AIMING POINT AND TOUCHDOWN ZONE MARKINGS
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AIMING POINT AND TOUCHDOWN ZONE MARKINGS
AutoCAD SHX Text GENERAL NOTES: 1. THIS PROJECT INCLUDES PAVEMENT REHABILITATION THIS PROJECT INCLUDES PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE TO RUNWAY 5-32, TAXIWAY D, RUNWAY 14-23, AND TAXIWAY B. 2. REQUIRED AREAS TO BE REPAIRED ARE SHOWN REQUIRED AREAS TO BE REPAIRED ARE SHOWN ON SHEET NOS. C101 THROUGH C601 AND PAVEMENT REPAIR DETAILS ARE SHOWN ON SHEET NOS. C801 THROUGH C809. 3. REQUIREMENTS FOR CONTRACTOR ACCESS TO THE REQUIREMENTS FOR CONTRACTOR ACCESS TO THE WORK AREA, AUTHORIZED CONSTRUCTION VEHICLE ROUTES, PARKING AREAS, MATERIAL STORAGE AREAS, AND OTHER RESTRICTIONS AND REQUIREMENTS WILL BE DISCUSSED AT THE PRE-CONSTRUCTION MEETING, AND ARE SHOWN GENERALLY ON THE PHASING PLANS (SHEETS Q101 THROUGH Q701) 4. ALL CONSTRUCTION TRAFFIC SHALL ACCESS AND ALL CONSTRUCTION TRAFFIC SHALL ACCESS AND LEAVE BASE THROUGH THE MAIN GATE. THE MAIN GATE IS ON CONNERY AVENUE OFF OF ROUTE 28 IN BOURNE.
AutoCAD SHX Text GENERAL PAVEMENT REPAIR NOTES: 1. PAVEMENT REPAIRS SHALL BE ACCOMPLISHED AS PAVEMENT REPAIRS SHALL BE ACCOMPLISHED AS SHOWN ON THE DETAILS ON SHEET NOS. C801 THROUGH C809 AND AS INDICATED IN THE SPECIFICATIONS. TAXIWAY AND RUNWAY REPAIR TABLES CAN BE FOUND ON SHEET NOS. C101 THROUGH C601. 2. THE AREAS OF THE REPAIRS FOR THE PAVEMENT THE AREAS OF THE REPAIRS FOR THE PAVEMENT ARE INDICATED ON SHEET NOS. C101 THROUGH C601. 3. THE CONTRACTOR AND THE CONTRACTING OFFICER'S THE CONTRACTOR AND THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (AND THE PROJECT ENGINEER, IF NECESSARY) SHALL CONDUCT A JOINT SITE VISIT AND MARK OUT THE LOCATIONS AND EXTENT OF EACH REPAIR PRIOR TO THE START OF WORK. 4. IF ADDITIONAL AREAS NEEDING REPAIR ARE FOUND IF ADDITIONAL AREAS NEEDING REPAIR ARE FOUND DURING THE JOINT SITE INVESTIGATION, THOSE REPAIRS SHALL BE HANDLED ON A UNIT PRICE BASIS BASED ON THE CONTRACTORS SCHEDULE OF VALUES. HOWEVER, THE CONTRACTOR SHALL NOT BEGIN ANY ADDITIONAL WORK UNTIL AUTHORIZED BY THE CONTRACTING OFFICER. 5. ANY UNAUTHORIZED COLLATERAL PAVEMENT ANY UNAUTHORIZED COLLATERAL PAVEMENT DAMAGED BY THE CONTRACTOR AS A RESULT OF THIS WORK SHALL BE REPAIRED AT NO EXPENSE TO THE GOVERNMENT. 6. CONCRETE SLABS TO BE REMOVED AND REPLACED CONCRETE SLABS TO BE REMOVED AND REPLACED SHALL BE DONE SO IN KIND. SLAB THICKNESSES ARE ASSUMED TO BE 14-16 INCHES. CONTRACTOR TO VERIFY ACTUAL SLAB THICKNESS. 7. ALL PAVEMENT MARKINGS AFFECTED BY PAVEMENT ALL PAVEMENT MARKINGS AFFECTED BY PAVEMENT REPAIRS OR CONTRACTOR ACTIVITIES SHALL BE RE-PAINTED IN THEIR EXISTING LOCATIONS AT THE DIRECTION OF THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE UNLESS OTHERWISE NOTED. PAVEMENT MARKING DETAILS ARE SHOWN ON SHEET NOS. C703 AND C704. 8. RUNWAY 5-23 MARKING PLANS ARE SHOWN ON RUNWAY 5-23 MARKING PLANS ARE SHOWN ON SHEET NO. C701 RUNWAY 14-32 MARKING PLANS ON SHEET NO. C702. TAXIWAY D MARKINGS ARE SHOWN ON SHEET NOS. C201 AND C501. 9. EXISTING PLANIMETRIC DATA AND EXISTING FEATURES EXISTING PLANIMETRIC DATA AND EXISTING FEATURES AS SHOWN IN THESE PLANS WERE DEVELOPED FROM A COMBINATION OF HISTORICAL AS-BUILT INFORMATION FROM VARIOUS AIRPORT PROJECTS OBTAINED BY THE USCG CEU AND FROM AERIAL IMAGERY PROVIDED BY GOOGLE EARTH ©2018.2018.
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GENERAL PLAN SCALE: 1"=600'
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APPROVING OFFICER
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PROVIDENCE
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DESIGN PROJ. ENG.
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DESIGN PROJ. MANAGER
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BERGER ABAM JOINT VENTURE
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33301 NINTH AVE. S., SUITE 300
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FEDERAL WAY, WA 98003
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U. S. COAST GUARD
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CIVIL ENGINEERING UNIT
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PROVIDENCE
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USCG, CEU PROVIDENCE
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475 KILVERT STREET
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WARWICK, RI 02886
AutoCAD SHX Text 02/26/19
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FINAL SUBMISSION
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AutoCAD SHX Text 1:1
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PAVEMENT REPAIRS
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BASE CAPE COD
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BUZZARDS BAY
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MA
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CIVIL
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Z.N. BALLARD
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D. GLASS
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M. CAROSOTTO
AutoCAD SHX Text 02/26/2019
AutoCAD SHX Text 6777403
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AutoCAD SHX Text 6777403
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P6777403D02.DWG
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MEF
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MEF
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MLB
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AS SHOWN
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CIVIL
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GENERAL PLAN
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AutoCAD SHX Text G002
SUMMARY OF QUANTITIES - BASE BID
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LOCATION
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DESCRIPTION
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QUANTITY
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RUNWAY 5-23
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SEALING CRACKS IN ASPHALT PAVEMENT - MEDIUM CRACKS (5/8" - 1-1/2")
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9,800 LF
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SEALING CRACKS IN ASPHALT PAVEMENT - LARGE CRACKS (GREATER THAN 1-1/2")
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25,500 LF
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MARKING REMOVAL - RUNWAY NUMERALS AND THRESHOLD STRIPES
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4,100 SF
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PAVEMENT MARKINGS, REFLECTIVE, WHITE - RUNWAY NUMERALS AND THRESHOLD STRIPES
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22,900 SF
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PAVEMENT MARKINGS, BLACK
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4,100 SF
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TAXIWAY D APRON RECONSTRUCTION
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PAVEMENT DEMO
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1,650 SY
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EXCAVATION
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1,100 CY
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SUBGRADE PREPARATION
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1,650 SY
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SUBBASE FOR FLEXIBLE PAVEMENT
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550 CY
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AGGREGATE BASE COURSE
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400 CY
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BITUMINOUS PRIME COAT
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500 GAL
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BITUMINOUS TACK COAT
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350 GAL
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ASPHALT PAVING FOR AIRFIELDS 6 INCH - GRADATION 2
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580 TONS
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PAVEMENT MARKINGS, REFLECTIVE, YELLOW
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750 SF
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PAVEMENT MARKINGS, BLACK
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1,200 SF
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RESET STRUCTURE FRAME AND GRATE
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4 EA
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RUNWAY 14-32
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PAVEMENT MARKINGS, REFLECTIVE, WHITE - RUNWAY NUMERALS AND THRESHOLD STRIPES
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22,900 SF
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PAVEMENT MARKINGS, BLACK
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4,110 SF
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RUNWAY 23 END
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CRACK GROUTING
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200 LF
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RUNWAY 32 END PCC CRACK REPAIR
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PCC JOINT AND CRACK REPAIR
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250 LF
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RESEALING OF JOINTS IN RIGID PAVEMENT
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4,850 LF
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PARTIAL DEPTH PATCHING OF RIGID PAVEMENT
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350 SF
AutoCAD SHX Text CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS - PARTIAL SLAB REPLACEMENT
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250 SF
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SUMMARY OF QUANTITIES - BID OPTION NO.1
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LOCATION
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DESCRIPTION
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QUANTITY
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RUNWAY 32 END PCC CRACK REPAIR
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PCC JOINT AND CRACK REPAIR
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100 LF
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RESAEALING OF JOINTS IN RIGID PAVEMENT
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3200 LF
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PARTIAL DEPTH PATCHING OF RIGID PAVEMENT
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450 SF
AutoCAD SHX Text CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS - FULL SLAB REPLACEMENT
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1,500 SF
AutoCAD SHX Text CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS - PARTIAL SLAB REPLACEMENT
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1000 SF
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SUMMARY OF QUANTITIES - BID OPTION NO.2
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LOCATION
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DESCRIPTION
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QUANTITY
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TAXIWAY D - SHOULDER HPTO - KEEL MILL AND OVERLAY
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COLD MILLING ASPHALT PAVING
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8,700 SY
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BITUMINOUS TACK COAT
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1,750 GAL
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ASPHALT PAVING FOR AIRFIELDS 2 INCH - GRADATION 2
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1,050 TONS
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HPTO BITUMINOUS TACK COAT
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2,200 GAL
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ASPHALT PAVING FOR AIRFIELDS 1 INCH - GRADATION 3
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1,250 TONS
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PAVEMENT MARKINGS, REFLECTIVE, YELLOW
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2,000 SF
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PAVEMENT MARKINGS, BLACK
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3,050 SF
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PAVEMENT MARKINGS, REFLECTIVE, WHITE
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600 SF
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PAVEMENT MARKINGS, REFLECTIVE, RED
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400 SF
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RESET STRUCTURE FRAME AND GRATE
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1 EA
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SUMMARY OF QUANTITIES - BID OPTION NO.3
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LOCATION
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DESCRIPTION
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QUANTITY
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TAXIWAY B
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PCC JOINT AND CRACK REPAIR - HIGH SEVERITY
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100 LF
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PCC JOINT AND CRACK REPAIR - MEDIUM SEVERITY
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100 LF
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SUMMARY OF QUANTITIES - BID OPTION NO.4
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LOCATION
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DESCRIPTION
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QUANTITY
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RUNWAY 5-23
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MARKING REMOVAL - CENTERLINE STRIPES AND EDGE LINE
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7,750 SF
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PAVEMENT MARKINGS, REFLECTIVE, WHITE - EDGE LINE AND CENTERLINE MARKINGS
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60,550 SF
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PAVEMENT MARKINGS, BLACK
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8,650 SF
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RUNWAY 14-32
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PAVEMENT MARKINGS, REFLECTIVE, WHITE - EDGE LINE AND CENTERLINE MARKINGS
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72,500 SF
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PAVEMENT MARKINGS, BLACK
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10,400 SF
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RUNWAY 5-23
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MARKING REMOVAL - RUNWAY 5 TOUCHDOWN ZONE MARKINGS
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4,450 SF
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PAVEMENT MARKINGS, REFLECTIVE, WHITE - AIMING POINT AND TOUCHDOWN ZONE MARKINGS
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24,300 SF
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PAVEMENT MARKINGS, BLACK
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5,200 SF
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RUNWAY 14-32
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PAVEMENT MARKINGS, REFLECTIVE, WHITE - AIMING POINT AND TOUCHDOWN ZONE MARKINGS
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26,100 SF
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PAVEMENT MARKINGS, BLACK
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5,200 SF
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CONSULTANTS
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REVIEWED BY:
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DATE
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DRAWING NUMBER
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SHEET OF
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APPROVING OFFICER
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PROJECT NUMBER
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DISCIPLINE/SHT NO
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A/E PROJECT NO:
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SHEET TITLE
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MARK
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DATE
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ENGINEERING UNIT
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PROVIDENCE
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CIVIL
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DESIGN PROJ. ENG.
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DESIGN PROJ. MANAGER
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DESIGN TEAM SUP
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BERGER ABAM JOINT VENTURE
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33301 NINTH AVE. S., SUITE 300
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FEDERAL WAY, WA 98003
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U. S. COAST GUARD
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CIVIL ENGINEERING UNIT
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PROVIDENCE
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USCG, CEU PROVIDENCE
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475 KILVERT STREET
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WARWICK, RI 02886
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FINAL SUBMISSION
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AutoCAD SHX Text 1:1
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PAVEMENT REPAIRS
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BASE CAPE COD
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BUZZARDS BAY
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MA
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CIVIL
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Z.N. BALLARD
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D. GLASS
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M. CAROSOTTO
AutoCAD SHX Text 02/26/2019
AutoCAD SHX Text 6777403
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AutoCAD SHX Text 6777403
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P6777403D03.DWG
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MEF
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MEF
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MLB
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AS SHOWN
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CIVIL
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QUANTITY SHEET
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AutoCAD SHX Text G003
SCALE IN FEET
0 1,000500
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RUNWAY 14-32
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TAXIWAY 'B'
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TAXIWAY 'C'
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RUNWAY 5-23
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RUNWAY 5-23
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RUNWAY 14-32
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TAXIWAY 'A'
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TAXIWAY 'A'
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TAXIWAY 'A'
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TAXIWAY 'B'
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TAXIWAY 'L'
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TAXIWAY 'D'
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TAXIWAY 'E'
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TAXIWAY 'C'
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TAXIWAY 'J'
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WORK AREA I
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WORK AREA IIB
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WORK AREA IIA
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WORK AREA IIIA
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WORK AREA IIIB
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WORK AREA IV
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WORK AREA V
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WORK AREA VI
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WORK AREA VII
AutoCAD SHX Text HAUL ROUTE NOTES 1. THE CONTRACTOR SHALL ONLY BE PERMITTED TO WORK IN THE THE CONTRACTOR SHALL ONLY BE PERMITTED TO WORK IN THE DESIGNATED WORK AREAS AS SHOWN ON THIS SHEET; AND ON THE DESIGNATED HAUL ROUTES, AND STAGING AREAS. 2. DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE LOADED BY DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE LOADED BY THE CONTRACTOR SUCH THAT NO SPILLAGE OCCURS DURING TRANSIT ON THE STATE, MUNICIPAL, OR AIRPORT ROADWAYS, RUNWAYS, TAXIWAYS, AND APRONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EFFORT AND COST THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EFFORT AND COST OF THE IMMEDIATE CLEANING OF EARTH TRACKING AND SPILLS ON PAVED SURFACES RESULTING FROM THE CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL MAINTAIN MECHANICAL SWEEPER/VACUUM (WET/DRY) EQUIPMENT COMPLETE WITH OPERATORS ON THE PROJECT DURING ANY HAULING OR OTHER OPERATIONS INVOLVING ACTIVE TAXIWAYS, APRONS, RUNWAYS, AND SERVICE ROADS DUE TO THE POTENTIAL FOR DAMAGE TO AIRCRAFT ENGINES FROM INGESTING FOREIGN OBJECT DEBRIS. 4. THE CONTRACTOR SHALL CONTROL DUST AND DEBRIS FROM HIS THE CONTRACTOR SHALL CONTROL DUST AND DEBRIS FROM HIS OPERATION AND HAVE VACUUM SWEEPERS, WATERING TRUCKS, AND OTHER EQUIPMENT NECESSARY ON SITE TO CONTROL DUST AT ALL TIMES. ALL METHODS OF CONTROLLING DUST SHALL BE SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL. DUST CONTROL SHALL BE STRICTLY MONITORED DUE TO ITS' IMPACT ON AIRCRAFT SAFETY. FAILURE TO PROPERLY CONTROL DUST AND DEBRIS OR ANY REQUEST TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES BEING STOPPED. 5. HAUL ROUTES, UNLESS OTHERWISE NOTED, SHALL NOT ENCROACH ON HAUL ROUTES, UNLESS OTHERWISE NOTED, SHALL NOT ENCROACH ON WETLANDS. HAUL ROUTES SHALL NOT CROSS OPEN WATERS. PRIOR TO USE, HAUL ROUTES NOT SPECIFIED ON THESE PLANS SHALL BE INSPECTED BY THE CONTRACTING OFFICER TO ENSURE HAUL ROUTES DO NOT ENCROACH ON WETLANDS. 6. THE CONTRACTOR WILL BE PROHIBITED FROM CROSSING RUNWAYS, THE CONTRACTOR WILL BE PROHIBITED FROM CROSSING RUNWAYS, TAXIWAYS, OR APRONS WITH CONSTRUCTION EQUIPMENT UNLESS PRIOR APPROVAL BY AIR TRAFFIC CONTROL IS RECEIVED AND A FLAGPERSON IS PROVIDED. AT APPROVED CROSSINGS, THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT THE EXISTING PAVEMENT FROM DAMAGE. ALL DAMAGED PAVEMENT AREAS WILL BE REQUIRED TO BE REPAIRED TO THE UFC STANDARDS, AND TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT THE CONTRACTORS EXPENSE. THIS WORK SHALL NOT BE MEASURED SEPARATELY FOR PAYMENT, BUT SHALL BE CONSIDERED INCIDENTAL TO THE ITEM GENERATING THE OPERATION. 7. THE CONTRACTOR MUST ALWAYS MAINTAIN SECURITY ON THE AIRFIELD THE CONTRACTOR MUST ALWAYS MAINTAIN SECURITY ON THE AIRFIELD BY ENSURING THAT ALL GATES, IN USE BY CONTRACTOR, REMAIN SECURE OR MONITORED AT ALL TIMES. 8. AIRCRAFT ALWAYS HAVE THE RIGHT OF WAY. THE CONTRACTOR SHALL AIRCRAFT ALWAYS HAVE THE RIGHT OF WAY. THE CONTRACTOR SHALL STOP AND YIELD AT A SAFE DISTANCE FROM OPERATING AIRCRAFT AT ALL TIMES. 9. PRIOR TO THE MOVEMENT OF EQUIPMENT ONTO THE PROJECT SITE, PRIOR TO THE MOVEMENT OF EQUIPMENT ONTO THE PROJECT SITE, THE CONTRACTOR SHALL CONDUCT A THOROUGH DISMOUNTED RECONNAISSANCE OF THE PROJECT AREA TO LOOK FOR UTILITY CABLE OR GAS LINE MARKERS, ACCESS STRUCTURES, SHUT OFFS, VENTS, OR OTHER TYPES OF EVIDENCE OF EXISTING UTILITIES ON THE SITE. THE PRESENCE OF ANY OVERHEAD UTILITY LINES SHALL BE IDENTIFIED AND MEASURED FOR HEIGHT TO ENSURE THAT THEY ARE NOT CONTACTED OR DAMAGED BY CONTRACTOR VEHICLES OR EQUIPMENT. AS NECESSARY, THE GROUND SHALL BE CONSPICUOUSLY MARKED AT SUFFICIENT SETBACK DISTANCES FROM SUCH LINES TO WARN DRIVERS AND OPERATORS OF BURIED UTILITIES, SURFACE OBSTRUCTIONS, AND OVERHEAD LINE HAZARDS. ALL TEMPORARY UTILITY RELOCATIONS AND SHUTDOWNS SHALL BE CLOSELY COORDINATED WITH THE RESPECTIVE UTILITY SUFFICIENTLY IN ADVANCE OF CONSTRUCTION ACTIVITY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR DAMAGE CAUSED THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR DAMAGE CAUSED TO HAUL ROUTES FROM THEIR CONSTRUCTION OPERATIONS. REPAIR SHALL INCLUDE RESURFACE, REGRADING, AND COMPACTING GRAVEL ROADS, AND/OR REPAIRING CRACKS OR RUT HOLES IN PAVEMENTS BY PATCHING, OR RECLAIMING AND PAVING TO THE EXISTING OR BETTER CONDITIONS AS APPROVED BY THE CONTRACTING OFFICER AND OWNER.
AutoCAD SHX Text STAGING AND LAY DOWN AREA NOTES 1. ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND PARKED, WHEN ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND PARKED, WHEN NOT IN USE, AT THE CONTRACTOR'S STAGING AND LAY-DOWN AREAS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER. 2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER 10 DAYS PRIOR CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER 10 DAYS PRIOR TO ACCESSING STAGING AND LAY DOWN AREAS. 3. CONTRACTOR SHALL CLEAR AND GRUB STAGING AND LAY DOWN AREAS, CONTRACTOR SHALL CLEAR AND GRUB STAGING AND LAY DOWN AREAS, AS NECESSARY, STRIP AND STOCKPILE TOPSOIL, AND INSTALL GRAVEL TO MINIMIZE DISTURBANCE DURING ITS USE. AT THE PROJECTS COMPLETION, THE GRAVEL SHALL BE REMOVED AND THE AREA RESTORED TO ITS ORIGINAL CONDITION OR TO A MOWABLE TURF SURFACE, EQUAL TO OR BETTER THAN ORIGINAL CONDITION. 4. IF NECESSARY, AND APPROVED BY THE CONTRACTING OFFICER, THE IF NECESSARY, AND APPROVED BY THE CONTRACTING OFFICER, THE CONTRACTOR SHALL TEMPORARILY REMOVE EXISTING FENCE AND INSTALL GATES AS REQUIRED TO ACCESS STAGING AND LAY DOWN AREAS. 5. STAGING AND LAY DOWN AREAS SHALL BE PROTECTED FROM RUNOFF, STAGING AND LAY DOWN AREAS SHALL BE PROTECTED FROM RUNOFF, RUN-ON, AND EROSION BY INSTALLING SILT FENCE, FIBER ROLLS, AND HAY BALES AROUND ITS DOWN GRADIENT PERIMETER. 6. SILT FENCE AND OR SNOW FENCE SHALL BE INSTALLED ON THE UP SILT FENCE AND OR SNOW FENCE SHALL BE INSTALLED ON THE UP GRADIENT PERIMETER OF THE STAGING AND LAY DOWN AREA TO DELINEATE AND MINIMIZE DISTURBANCE OUTSIDE OF THE PRE-DETERMINED AREAS. 7. THE CONTRACTING OFFICER WILL ASSIST THE CONTRACTOR IN THE CONTRACTING OFFICER WILL ASSIST THE CONTRACTOR IN DETERMINING THE MAXIMUM ALLOWABLE HEIGHTS OF THE TEMPORARY STOCKPILES WITHIN THE STAGING AND LAYDOWN AREAS. STOCKPILES SHALL NOT PENETRATE THE AIRPORT'S AIRSPACE. 8. CONTRACTOR MUST MAINTAIN A PROTECTED 100' BUFFER AT ALL TIMES CONTRACTOR MUST MAINTAIN A PROTECTED 100' BUFFER AT ALL TIMES FROM FLAGGED WETLANDS. 9. AFTER COMPLETION OF THE USE OF THE STAGING AND LAY DOWN AFTER COMPLETION OF THE USE OF THE STAGING AND LAY DOWN AREA, THE CONTRACTOR SHALL SPREAD ALL REMOVED AND STOCKPILED TOPSOIL OVER THE DISTURBED AREA AND SEED. 10. ALL WORK ON THE STAGING AND LAY DOWN AREAS SHALL BE ALL WORK ON THE STAGING AND LAY DOWN AREAS SHALL BE INCIDENTAL TO THE ITEMS GENERATING THE MATERIAL AND SHALL NOT BE MEASURED OR PAID FOR SEPARATELY.
AutoCAD SHX Text PHASING NOTES: 1. THIS PROJECT TAKES PLACE AT AN ACTIVE COAST THIS PROJECT TAKES PLACE AT AN ACTIVE COAST GUARD AIRFIELD. EVERY EFFORT SHALL BE MADE TO MINIMIZE IMPACT TO RUNWAY OPERATIONS AND INGRESS/EGRESS TO ALL RAMPS AND RUNWAYS. SPECIAL EXCEPTIONS DUE TO CONSTRUCTION REQUIREMENTS MUST BE ARRANGED IN ADVANCE WITH THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE AND THE AIRPORT MANAGER. 2. THE COAST GUARD RESERVES THE RIGHT TO ALTER THE COAST GUARD RESERVES THE RIGHT TO ALTER THE PHASING SCHEDULE OR WORK AREA LOCATIONS DUE TO OPERATIONAL NEEDS OR OTHER ONGOING AIRFIELD CONSTRUCTION PROJECTS AT ANY TIME. IN ADDITION, THE PHASING MAY CHANGE DEPENDING ON WHAT OPTION BID ITEMS ARE AWARDED. 3. ONE BARRICADE SHALL BE PLACED AT EACH ONE BARRICADE SHALL BE PLACED AT EACH EXCAVATION (INCLUDING AREAS OF SLAB REPLACEMENTS AND PATCHING) LEFT OPEN DURING ALL NON-WORKING HOURS INCLUDING OVERNIGHT. 4. PROVIDE A "CLOSED RUNWAY MARKER" IN PROVIDE A "CLOSED RUNWAY MARKER" IN ACCORDANCE WITH THE SPECIFICATIONS ON RUNWAY DESIGNATIONS WHERE DIRECTED DURING CONSTRUCTION. MAINTAIN MARKERS FOR DURATION OF CONSTRUCTION. 5. WHILE CONTRACTOR IS IN WORK AREA VII ONE WHILE CONTRACTOR IS IN WORK AREA VII ONE RUNWAY WILL BE ABLE TO BE REOPENED WITHIN 15 MINUTES OF NOTIFICATION FROM CONTRACTING OFFICER. DURING ALL OTHER CONSTRUCTION ACTIVITIES ONE RUNWAY SHALL REMAIN FULLY OPERATIONAL. 6. WORK REQUIRING CLOSURE OF A RUNWAY AND/OR WORK REQUIRING CLOSURE OF A RUNWAY AND/OR A TAXIWAY SHALL BE GIVEN PRIORITY AND FINISHED EXPEDITIOUSLY. THIS WORK SHOULD BE CLOSELY COORDINATED WITH THE CONTRACTING OFFICER'S TECHINICAL REPRESENTATIVE. 7. FINAL PHASING PLAN TO BE ARRANGED AT THE FINAL PHASING PLAN TO BE ARRANGED AT THE PRECONSTRUCTION MEETING. 8. THE RUNWAY SAFETY AREAS ARE 250' FROM THE THE RUNWAY SAFETY AREAS ARE 250' FROM THE RUNWAY CENTERLINES. 9. THE CONTRACTORS WORK HOURS ARE FROM 7:00 THE CONTRACTORS WORK HOURS ARE FROM 7:00 AM TO 4:00 PM MONDAY THROUGH FRIDAY. ADDITIONAL HOURS MAY BE ALLOWED FOLLOWING WRITTEN REQUEST AND APPROVAL BY THE CONTRACTING OFFICER. 10. IF CLOSURE OF A RUNWAY, TAXIWAY, OR NAVAID IF CLOSURE OF A RUNWAY, TAXIWAY, OR NAVAID INSTRUMENT IS REQUIRED THE CONTRACTOR SHALL SCHEDULE A SUFFICIENT WORK FORCE TO BE ABLE TO RE-OPEN THE FACILITY IN THE EVENT THAT THE AIRPORT RECALLS THE CLOSURE. IF THE AIRPORT RECALLS THE CLOSURE, THE CONTRACTOR SHALL HAVE FOUR (4) HOURS TO BACKFILL ALL TRENCHES, RESTORE THE GRADE TO ORIGINAL CONDITION, AND REMOVE ALL MATERIAL, EQUIPMENT, AND PERSONAL. 11. THE CONTRACTOR SHALL REQUEST FOR A RUNWAY, THE CONTRACTOR SHALL REQUEST FOR A RUNWAY, TAXIWAY, AND OR NAVAID INSTRUMENT CLOSURE A MINIMUM OF 48 HOURS IN ADVANCE WITH THE CONTRACTING OFFICER.
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OVERALL PHASING PLAN SCALE: 1"=500'
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RICHARDSON RD
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BLD 3172
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BLD 3170
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TAXIWAY 'D'
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P6777403D04.DWG
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MEF
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AutoCAD SHX Text A
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AutoCAD SHX Text D
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
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DESIGN PROJ. ENG.
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DESIGN PROJ. MANAGER
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DESIGN TEAM SUP
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BERGER ABAM JOINT VENTURE
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33301 NINTH AVE. S., SUITE 300
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FEDERAL WAY, WA 98003
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U. S. COAST GUARD
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CIVIL ENGINEERING UNIT
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PROVIDENCE
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USCG, CEU PROVIDENCE
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475 KILVERT STREET
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WARWICK, RI 02886
AutoCAD SHX Text 02/26/19
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FINAL SUBMISSION
AutoCAD SHX Text 6777403
AutoCAD SHX Text 1:1
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PAVEMENT REPAIRS
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BASE CAPE COD
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BUZZARDS BAY
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MA
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CIVIL
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Z.N. BALLARD
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D. GLASS
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M. CAROSOTTO
AutoCAD SHX Text 02/26/2019
AutoCAD SHX Text 6777403
SCALE IN FEET
0 1,000500
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RUNWAY 14-32
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TAXIWAY 'B'
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TAXIWAY 'C'
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RUNWAY 5-23
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RUNWAY 5-23
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RUNWAY 14-32
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TAXIWAY 'A'
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TAXIWAY 'A'
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TAXIWAY 'A'
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TAXIWAY 'B'
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TAXIWAY 'L'
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TAXIWAY 'D'
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TAXIWAY 'E'
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TAXIWAY 'C'
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TAXIWAY 'J'
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text
LOW PROFILE BARRICADE (TYP.)
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WORK AREA I
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TEMPORARY RUNWAY CLOSURE MARKER (TYP.)
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RSA
AutoCAD SHX Text 500'
AutoCAD SHX Text 500'
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LEGEND
AutoCAD SHX Text BARRICADES TEMPORARY RUNWAY CLOSURE MARKER CONTRACTOR'S HAUL ROUTE WORK AREA STAGING/STOCKPILE AREA
AutoCAD SHX Text DESCRIPTION: BASE BID WORK: MEDIUM AND LARGE ASPHALT CRACK REPAIRS ALONG RUNWAY 5-23 FROM THE RUNWAY 5 END TO THE INTERSECTION OF TAXIWAY A. REPAINTING OF THE RUNWAY 5 RUNWAY NUMERAL AND THRESHOLD MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF FAA STANDARD AC 150/5340-1. BID OPTION 4 WORK: REMOVE AND REPAINT CENTERLINE STRIPES AND REPAINT EDGE LINE MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF FAA STANDARD AC 150/5340-1. REMOVE AND REPAINT REMAINING RUNWAY MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF FAA STANDARD AC 150/5340-1. CLOSURES: : TAXIWAY A BETWEEN TAXIWAY C AND TAXIWAY B TAXIWAY C BETWEEN TAXIWAY A AND TAXIWAY B RUNWAY 5-23 RNAV (GPS) RUNWAY 5 RNAV (GPS) RUNWAY 23 ILS OR LOC RUNWAY 23 NDB RUNWAY 23 COPTER ILS OR LOC RUNWAY 23 WORK AREA NOTES: 1. CONTRACTOR MUST COORDINATE THE CLOSURE OF THE RUNWAY CONTRACTOR MUST COORDINATE THE CLOSURE OF THE RUNWAY 5-23 NAVAIDS FOR THE DURATION OF THE WORK AREA. 2. THE CONTRACTOR MUST REMAIN WITHIN THE LIMITS OF PROPOSED THE CONTRACTOR MUST REMAIN WITHIN THE LIMITS OF PROPOSED WORK, ON THE DESIGNATED HAUL ROUTES, OR THE LAY DOWN AND STAGING AREA, AND AWAY FROM THE RESTRICTED ACCESS AREAS WHILE OPERATING WITHIN THIS WORK AREA.
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WORK AREA I:
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CONTRACTOR ACCESS LOWER 40 GATE
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CONTRACTOR HAUL ROUTE
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WORK AREA I PHASING PLAN SCALE: 1"=500'
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STAGING/STOCKPILE AREA (CONTRACTOR PARKING AS NEEDED)
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FIELD OFFICE TRAILERS
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RICHARDSON RD
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BUILDING 3170
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BUILDING 3172
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RUNWAY SFETY AREA (RSA)
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RSA
AutoCAD SHX Text 6777403
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P6777403D05.DWG
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MEF
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MEF
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MLB
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AS SHOWN
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CIVIL
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WORK AREA I PHASING PLAN
AutoCAD SHX Text P6777403
AutoCAD SHX Text Q101
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CONSULTANTS
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REVIEWED BY:
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DATE
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DRAWING NUMBER
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SHEET OF
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REVIEWED BY:
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APPROVING OFFICER
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PROJECT NUMBER
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DISCIPLINE/SHT NO
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REVIEWED BY:
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CHECKED BY:
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EDITED BY:
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DRAWN BY:
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DESIGNED BY:
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A/E PROJECT NO:
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CAD FILE NAME:
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SHEET TITLE
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SCALE:
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PLOT SCALE:
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MARK
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ISSUE
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DESCRIPTION
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DATE
AutoCAD SHX Text S
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AutoCAD SHX Text S
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AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text A
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ENGINEERING UNIT
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text X
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text
PROVIDENCE
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CIVIL
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text
DESIGN PROJ. ENG.
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DESIGN PROJ. MANAGER
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DESIGN TEAM SUP
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BERGER ABAM JOINT VENTURE
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33301 NINTH AVE. S., SUITE 300
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FEDERAL WAY, WA 98003
AutoCAD SHX Text
U. S. COAST GUARD
AutoCAD SHX Text
CIVIL ENGINEERING UNIT
AutoCAD SHX Text
PROVIDENCE
AutoCAD SHX Text
USCG, CEU PROVIDENCE
AutoCAD SHX Text
475 KILVERT STREET
AutoCAD SHX Text
WARWICK, RI 02886
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
FINAL SUBMISSION
AutoCAD SHX Text 6777403
AutoCAD SHX Text 1:1
AutoCAD SHX Text
PAVEMENT REPAIRS
AutoCAD SHX Text
BASE CAPE COD
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BUZZARDS BAY
AutoCAD SHX Text
MA
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CIVIL
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Z.N. BALLARD
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D. GLASS
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M. CAROSOTTO
AutoCAD SHX Text 02/26/2019
AutoCAD SHX Text 6777403
SCALE IN FEET
0 200100
AutoCAD SHX Text DESCRIPTION: BASE BID WORK: RECONSTRUCTION OF EAST TAXIWAY STUB THAT CONNECTS TAXIWAY D TO AIRCRAFT PARKING HANGAR. CLOSURES: : EAST TAXIWAY STUB FROM TAXIWAY D TO HANGAR NO RUNWAY CLOSURES NO NAVAID CLOSURES WORK AREA NOTES: 1. THE CONTRACTOR MUST REMAIN WITHIN THE LIMITS OF PROPOSED THE CONTRACTOR MUST REMAIN WITHIN THE LIMITS OF PROPOSED WORK, ON THE DESIGNATED HAUL ROUTES, OR THE LAY DOWN AND STAGING AREA, AND AWAY FROM THE RESTRICTED ACCESS AREAS WHILE OPERATING WITHIN THIS WORK AREA. 2. ENTIRE WORK AREA SHALL BE DELINEATED BY BARRICADES.ENTIRE WORK AREA SHALL BE DELINEATED BY BARRICADES.
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WORK AREA IIA
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KEY PLAN SCALE: 1"=3,000'
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WORK AREA IIA PHASING PLAN SCALE: 1"=80'
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LEGEND
AutoCAD SHX Text
BARRICADES CONTRACTOR'S HAUL ROUTE WORK AREA STAGING/STOCKPILE AREA
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text
WORK AREA IIA
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LOW PROFILE BARRICADE (TYP.)
AutoCAD SHX Text
CONTRACTOR HAUL ROUTE
AutoCAD SHX Text
CONTRACTOR ACCESS GATE
AutoCAD SHX Text
STAGING/STOCKPILE AREA
AutoCAD SHX Text
CONTRACTOR PARKING
AutoCAD SHX Text
FIELD OFFICE TRAILERS
AutoCAD SHX Text
RUNWAY SAFETY AREA (TYP.)
AutoCAD SHX Text
BLD 3172
AutoCAD SHX Text
BLD 3170
AutoCAD SHX Text
TAXIWAY 'D'
AutoCAD SHX Text E
AutoCAD SHX Text 6777403
AutoCAD SHX Text
P6777403D06.DWG
AutoCAD SHX Text
MEF
AutoCAD SHX Text
MEF
AutoCAD SHX Text
MLB
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
WORK AREA IIA PHASING PLAN
AutoCAD SHX Text P6777403
AutoCAD SHX Text Q201
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AutoCAD SHX Text
CONSULTANTS
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REVIEWED BY:
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DATE
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DRAWING NUMBER
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SHEET OF
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REVIEWED BY:
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APPROVING OFFICER
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PROJECT NUMBER
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DISCIPLINE/SHT NO
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REVIEWED BY:
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CHECKED BY:
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EDITED BY:
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DRAWN BY:
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DESIGNED BY:
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A/E PROJECT NO:
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CAD FILE NAME:
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SHEET TITLE
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SCALE:
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PLOT SCALE:
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MARK
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ISSUE
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DESCRIPTION
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DATE
AutoCAD SHX Text S
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AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text
ENGINEERING UNIT
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text X
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text
PROVIDENCE
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text
DESIGN PROJ. ENG.
AutoCAD SHX Text
DESIGN PROJ. MANAGER
AutoCAD SHX Text
DESIGN TEAM SUP
AutoCAD SHX Text
BERGER ABAM JOINT VENTURE
AutoCAD SHX Text
33301 NINTH AVE. S., SUITE 300
AutoCAD SHX Text
FEDERAL WAY, WA 98003
AutoCAD SHX Text
U. S. COAST GUARD
AutoCAD SHX Text
CIVIL ENGINEERING UNIT
AutoCAD SHX Text
PROVIDENCE
AutoCAD SHX Text
USCG, CEU PROVIDENCE
AutoCAD SHX Text
475 KILVERT STREET
AutoCAD SHX Text
WARWICK, RI 02886
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
FINAL SUBMISSION
AutoCAD SHX Text 6777403
AutoCAD SHX Text 1:1
AutoCAD SHX Text
PAVEMENT REPAIRS
AutoCAD SHX Text
BASE CAPE COD
AutoCAD SHX Text
BUZZARDS BAY
AutoCAD SHX Text
MA
AutoCAD SHX Text
CIVIL
AutoCAD SHX Text
Z.N. BALLARD
AutoCAD SHX Text
D. GLASS
AutoCAD SHX Text
M. CAROSOTTO
AutoCAD SHX Text 02/26/2019
AutoCAD SHX Text 6777403
SCALE IN FEET
0 200100
AutoCAD SHX Text DESCRIPTION: BASE BID WORK: RECONSTRUCTION OF WEST TAXIWAY STUB THAT CONNECTS TAXIWAY D TO AIRCRAFT PARKING HANGAR. CLOSURES: : WEST TAXIWAY STUB FROM TAXIWAY D TO HANGAR NO RUNWAY CLOSURES NO NAVAID CLOSURES WORK AREA NOTES: 1. THE CONTRACTOR MUST REMAIN WITHIN THE LIMITS OF THE CONTRACTOR MUST REMAIN WITHIN THE LIMITS OF PROPOSED WORK, ON THE DESIGNATED HAUL ROUTES, OR THE LAY DOWN AND STAGING AREA, AND AWAY FROM THE RESTRICTED ACCESS AREAS WHILE OPERATING WITHIN THIS WORK AREA. 2. ENTIRE WORK AREA SHALL BE DELINEATED BY BARRICADES.ENTIRE WORK AREA SHALL BE DELINEATED BY BARRICADES.
AutoCAD SHX Text
WORK AREA IIB
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KEY PLAN SCALE: 1"=3,000'
AutoCAD SHX Text
WORK AREA IIB PHASING PLAN SCALE: 1"=80'
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
BARRICADES CONTRACTOR'S HAUL ROUTE WORK AREA STAGING/STOCKPILE AREA
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text
WORK AREA IIB
AutoCAD SHX Text
LOW PROFILE BARRICADE (TYP.)
AutoCAD SHX Text
CONTRACTOR HAUL ROUTE
AutoCAD SHX Text
CONTRACTOR ACCESS GATE
AutoCAD SHX Text
STAGING/STOCKPILE AREA
AutoCAD SHX Text
CONTRACTOR PARKING
AutoCAD SHX Text
FIELD OFFICE TRAILERS
AutoCAD SHX Text
RUNWAY SAFETY AREA (TYP.)
AutoCAD SHX Text
BLD 3172
AutoCAD SHX Text
BLD 3170
AutoCAD SHX Text
TAXIWAY 'D'
AutoCAD SHX Text E
AutoCAD SHX Text 6777403
AutoCAD SHX Text
P6777403D07.DWG
AutoCAD SHX Text
MEF
AutoCAD SHX Text
MEF
AutoCAD SHX…
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