GC107.pdf
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CLOSED RUNWAY MARKER (TYP.)
FOR DETAILS SEE DETAIL 1 ON SHEET GC501
STAGE 3 WORK AREA
CONTRACTOR LAYDOWN AREA 1
CONTRACTOR LAYDOWN AREA 2
STAGE 7 WORK AREA
CONSTRUCT ASPHALT
TAXIWAY
STAGE 7 WORK AREA
NEC DUCTBANK TRENCH,
13+50 14+00 15+00 16+00
24+0025+0026+00
52+00
53+00
54+00
55+00 56+00 57+00 58+00
59+00 60+00
64+00 65+00
31+00 32+0033+0034+00
LAYDOWN AREA
TO BE TURNED OVER TO
THE PHASE 2 CONTRACTOR.
THE AREA AROUND
THE PHASE 2 ADMIN BUILDING
PAD IS TO BE TURNED OVER
TO THE PHASE 2 CONTRACTOR.
120+00119+00118+00
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A
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F
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R S
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1 2 3 4 5
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PHASE 1
W
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
NN
0 250'
SCALE:1"=250'
500'
GC107
C O
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LEGEND
CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 7 WORK AREA
DURATIONS & MILESTONES:
STAGE 7 - AFTER COMPLETION OF STAGE 4, CONTRACTOR SHALL COMMENCE STAGE 7 WORK. STAGE 7 WORK SHALL BE SUBSTANTIALLY COMPLETE, INCLUDING PUNCH LIST, WITHIN STAGE 7 WORK AREA WITHIN 30 CALENDAR DAYS FROM BEGINNING OF STAGE 7 WORK.
ALL WORK WITHIN A ZONE OF FRANGIBILITY MUST BE RESTORED AND MEET UFC 03-260-01 REQUIREMENTS DAILY, PRIOR TO
RETURNING THE AREA TO AIRPORT OPERATIONS.
THIS WORK AREA IS LOCATED INSIDE THE AIRFIELD OPERATIONS AREA SECURITY FENCE, AND IS SUBJECT TO THE LIMITATIONS DESCRIBED IN UFC 03-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION.
STAGE 7 WORK SHALL BE ACCOMPLISHED DURING NIGHTTIME RUNWAY CLOSURE PERIOD BETWEEN THE HOURS OF 10 PM LOCAL TIME AND 6 AM LOCAL TIME. ALL CONSTRUCTION EQUIPMENT USED DURING NIGHTTIME WORK OPERATIONS MUST BE RETURNED TO THE CONTRACTORS STAGING AREA PRIOR TO THE RUNWAY OPENING AT 6 AM. ALL WORK AREAS MUST BE RETURNED TO GRADING CONDITIONS DESCRIBED FOR WORK WITHIN THE ZONE OF FRANGIBILITY PRIOR TO RUNWAY OPENING. THE CONTRACTOR SHALL PERFORM CLEANUP AND SWEEPING OPERATIONS PRIOR TO TURNOVER OF THE WORK AREA EACH MORNING. THE COR AND AIRFIELD MANAGER WILL PERFORM AN INSPECTION OF THE WORK AREA NO LATER THAN 5:30 AM TO ENSURE FOD REMOVAL. LATE OPENING OF THE RUNWAY TO AIR OPERATIONS MAY RESULT IN PENALTIES ASSESSED AGAINST THE CONTRACTOR.
NORTH TAXIWAY TIE-IN WITH EARTHWORK BEHIND NORTH ABUTMENT
THIS STAGE IS ANTICIPATED AS ONE OF THE FINAL CONSTRUCTION EFFORTS AND WOULD INCLUDE THE NIGHT TIME CLOSURE
OF RUNWAY 14/32. THIS WILL ALLOW FOR THE GRADING, PAVEMENT DEMOLITION AND ASPHALT PAVING OF THE
TIE IN BETWEEN THE RUNWAY AND TAXIWAY. THE CONTRACTOR WILL NEED TO COORDINATE CONSTRUCTION ACTIVITIES
WITH THE CONTRACTING OFFICER AND AIR TRAFFIC CONTROL FOR THE CLOSURE OF RUNWAY 14/32 AVAILABILITY AND
DURATIONS. AFTER THE INSTALLATION OF THE LOW PROFILE BARRICADES, AND RUNWAY CLOSURE MARKERS AS SHOWN ON
THE PLANS, THE CONTRACTOR SHALL PERFORM THE WORK ELEMENTS AS REQUIRED. LOW PROFILE BARRICADES AND
RUNWAY CLOSURE MARKERS WILL BE REQUIRED TO BE REMOVED DURING CONSTRUCTION INACTIVITY SO THAT RUNWAY
14/32 CAN BE RE-OPENED TO AIRCRAFT OPERATIONS. NIGHT CONSTRUCTION OPERATIONS SHALL BE COMPLETE AND HAVE
THE RUNWAY IN A CONDITION SUITABLE FOR OPENING TO TRAFFIC BY 7 AM. THE HOURS OF 6-7 AM ARE RESERVED FOR
INSPECTION, CLEAN-UP, AND FLIGHT PREPARATION. AIRFIELD OPS PERSONNEL ARE THE FINAL WORD ON THE ACCEPTANCE
OF CLEANED CONSTRUCTION AREA FOR AIRCRAFT OPERATIONS
NEC LINE INSTALLATION
THIS STAGE ALSO INCLUDES INSTALLATION OF THE NEC UTILITY LINES THAT RUN BENEATH RUNWAY 14/32 AND ON THE
TAXIWAY STRUCTURE. DIRECTIONAL BORING OF THE NEC UTILITY LINES BENEATH RUNWAY 14/32 WILL REQUIRE THE NIGHT
TIME CLOSURE OF RUNWAY 14/32 AND WILL FOLLOW THE PROCEDURES AS NOTED FOR THE NORTH TAXIWAY TIE-IN. IT IS
SUGGESTED THAT THESE ACTIVITIES OCCUR WHILE NIGHT-TIME CLOSURES ARE ALSO IN PLACE FOR TAXIWAY PAVING AND
TIE-INS TO THE RUNWAY IN AN EFFORT TO MINIMIZE DISRUPTION TO THE AIRFIELD.
NOTE:
CONSTRUCTION IN THIS ZONE WILL BE COMPLETED DURING
NIGHTTIME CLOSURES. DEMOLITION ACTIVITIES WITHIN 25' FROM
RUNWAY EDGE WILL BE RESTORED WITH EARTH FILL (OR BASE
MATERIAL) TO THE TOLERANCES SHOWN IN THE SHOULDER GRADE
DETAIL DURING DAYTIME OPERATIONAL CONDITIONS.
ADDITIONALLY, CONSTRUCTION BEYOND 25' PAVED SHOULDER
MUST BE GRADED TO A MAXIMUM 4% SLOPE. NO DROP OFFS
GREATER THAN 1½" WILL BE ALLOWED.
LIMIT OF MANDATORY
FRANGIBILITY ZONE
MILL AND REMOVE
EXISTING RUNWAY
PAVEMENT
SAWCUT &
REMOVE
EXISTING
SHOULDER
PAVEMENT
L RW
C
RUNWAY 14/32
L TW
C
TAXIWAY
PAVEMENT
RETAINING
WALL MSE-N
ELEVATED
TAXIWAY
SEE DETAIL 2
ON THIS SHEET
BARRICADE (TYP.)
BARRICADE
(TYP.)
NEC DUCTBANK
TRENCH
SEE DETAIL 1
ON THIS SHEET
NOT TO SCALE
NEC DUCT BANK TRENCH
NOT TO SCALE
RUNWAY CONNECTION
FOR CONSTRUCTION SAFETY NOTES DURING STAGE 7 CONSTRUCTION
REFER TO SHEET GC101 CONSTRUCTION SAFETY NOTES.
STAGE 7 WORK MAY BE COMPLETED DURING THE 4 MONTHS REMAINING AFTER STAGE 4, BUT MUST BE COMPLETE
WITHIN 30 DAYS OF FIRST RUNWAY CLOSURE.
A PORTION OF CONTRACTOR LAYDOWN AREA 1 AND THE PHASE 2 ADMIN BUILDING PAD AREA ARE TO BE TURNED OVER
TO THE PHASE 2 CONTRACTOR 480 CALENDAR DAYS AFTER NTP.
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