ACPh1RTAPlansVol120171109_-_Part_2_of_17.pdf
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AC_Ph1_RTA_Plans_Vol1_2017_11_09: Due to large files of Plans Volume 1, a total of 17 parts will be attached for Plans Volume 1: 2 of 17
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STAGE 1-REMOVE
EXISTING GATES AND
RETURN TO COR FOR
RANGE CONTROL,
SEE CIVIL DEMOLITION
PLANS FOR DETAILS
STAGE 1
CLEAR AND GRUB
REMOVE SIGNS AND GATE AND
RETURN TO COR FOR RANGE CONTROL.
SEE SHEET CD104 FOR DETAILS.
STAGE 1
DEMOLITION
SEE SHEET CD112
FOR DETAILS
STAGE 1
CONTRACTOR LAYDOWN AREA 2
CLEAR AND GRUB
STAGE 1
CONTRACTOR LAYDOWN AREA 1
DEMOLISH AND REMOVE EXISTING BUILDINGS
SEE SHEET CD104 FOR DETAILS
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.
US Army Corps of Engineers ®
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
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CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 1 WORK AREA
DURATIONS & MILESTONES:
STAGE 1 – UPON NOTICE TO PROCEED, CONTRACTOR SHALL COMMENCE MOBILIZATION
AND STAGE 1 WORK. STAGE 1 WORK SHALL BE SUBSTANTIALLY COMPLETE, INCLUDING
PUNCH LIST, WITHIN STAGE 1 WORK AREA WITHIN 80 CALENDAR DAYS FROM DAY NOTICE
TO PROCEED IS RECEIVED.
ALL WORK AREAS WITHIN THE ZONE OF FRANGIBILITY MUST BE RESTORED AND MEET
UFC 03-260-01 REQUIREMENTS PRIOR TO RETURNING THE AREA TO AIRPORT
OPERATIONS.
STAGE 1 WORK SHALL BE ACCOMPLISHED DURING NORMAL WORKING HOURS AS
DEFINED IN THE SPECIFICATIONS.
SEVERAL SWING GATES, ROAD SIDE SIGNS, AND MINOR FACILITIES ARE DEMOLISHED OR
REMOVED IN THIS STAGE.
CONSTRUCTION SAFETY NOTES (APPLICABLE TO ALL WORK STAGES)
1. CONSTRUCTION WORK ADJACENT TO OPERATIONAL RUNWAYS AND TAXIWAYS WILL BE SUBJECT TO THE FOLLOWING
RESTRICTIONS:
A.THE CONTRACTOR MUST UTILIZE HIS MACHINERY AND EQUIPMENT SO THAT AIRCRAFT AND AIRFIELD VEHICLES
USING THE AIRFIELD OR SERVICE ROADS WILL NOT BE SUBJECTED TO THE HAZARDS OF CONSTRUCTION
OPERATIONS. MATERIALS AND EQUIPMENT WILL NOT BE PERMITTED TO BE PARKED OR STAGED ON ANY
AIRFIELD PAVEMENTS, IN AREAS OF EXTENDED CLOSURES OF RUNWAY PAVEMENTS, VEHICLES AND MATERIALS
ARE NOT PERMITTED TO BE PARKED OR STAGED WITHIN THE SAFETY AREA OF THE CLOSED PAVEMENTS.
HOWEVER, IN THE EVENT OF LARGER PIECES OF CONSTRUCTION EQUIPMENT (SUCH AS LARGE EARTH MOVING
MACHINES, DRILLING RIGS, OR PAVING EQUIPMENT) WHICH CANNOT BE READILY MOVED, THESE MAY BE
PERMITTED TO BE PARKED ON CLOSED PAVEMENTS PROVIDED PRIOR APPROVAL IS RECEIVED FROM THE COR.
ALL EQUIPMENT WILL BE REQUIRED TO HAVE HIGHWAY TYPE A BARRICADES PLACED AT THE FOUR CORNERS OF
EACH PIECE OF EQUIPMENT AND A MINIMUM OF ONE LIGHT WAGON TO ILLUMINATE THE AREA. LIGHT WAGONS
ARE TO BE POSITIONED SO THEY DO NOT IMPAIR SIGHT OF PILOTS TAXIING AIRCRAFT OF THE AIR TRAFFIC
CONTROL TOWER.
B. AT NO TIME WILL ANY CONSTRUCTION VEHICLE OR EQUIPMENT BE PARKED OR STAGED WITHIN THE ZONE OF
FRANGIBILITY (250 FEET FROM RUNWAY CENTERLINE).
C.THE CONTRACTOR MUST INSTALL, LABEL AND MAINTAIN TEMPORARY SAFETY FENCES TO DELINEATE THE ZONE
OF FRANGIBILITY AND OTHER CONTROLLING CRITICAL AREA DELINEATIONS AS DEPICTED ON THE CONTRACT
DRAWINGS. SAFETY FENCE MUST BE PLACED ONE FOOT OUTSIDE THE AREA BEING DELINEATED. THE SAFETY
FENCES MUST NOT BECOME FOD. ALL TEMPORARY SAFETY FENCING WITH THE ZONE OF FRANGIBILITY CANNOT
EXCEED 18 INCHES IN HEIGHT. SAFETY FENCE TO DELINEATE THE OUTER LIMITS OF ZONE OF FRANGIBILITY CAN
BE 36 INCHES IN HEIGHT.
D. ALL SAFETY FENCE USED TO DELINEATE AIRFIELD CRITICAL AREAS MUST MAINTAIN A SIX INCH GAP BETWEEN
THE BOTTOM OF THE FENCE LINE AND GROUND TO ALLOW FOR WEED CONTROL AND GRASS MOWING.
E. ALL FENCE LINES MUST BE MAINTAINED SO THAT WEEDS OR GRASSES DO NOT EXCEED SIX INCHES IN HEIGHT.
F. CONTRACTOR MUST MAINTAIN ALL FENCE LINES IN GOOD CONDITION AT ALL TIMES. ANY RIPPED, DAMAGED OR
KNOCKED DOWN FENCE LINES MUST BE IMMEDIATELY REPAIRED OR REPLACED.
2. THE CONTRACTOR CANNOT CROSS ANY ACTIVE RUNWAY OR TAXIWAY UNDER ANY CIRCUMSTANCES UNLESS UNDER
THE ESCORT BY THE AIRFIELD MANAGER. THE CONTRACTOR'S FACTOR IN THE PLANNING OF THE WORK THAT
ACCESS TO CERTAIN CONTRACT AREAS MAY BE LIMITED AND/OR REFUSED FOR LIMITED PERIODS OF TIME.
3. ALL RUNWAY OR TAXIWAY CLOSURES AND NAVIGATIONAL AID IMPACTS MUST BE COORDINATED THOUGH THE COR
PRIOR TO THE START OF WORK.
4. THE CONTRACTOR MUST MAKE SURE ALL TAXIWAYS, RUNWAYS, ROADS, AND APRONS THAT ARE USED OR CROSSED
BY CONSTRUCTIONS VEHICLES ARE KEPT CLEAR OF FOD AT ALL TIMES FOR THE DURATION OF THIS CONTRACT.
5. CONTRACTOR GENERATED DEBRIS, WASTE AND LOOSE MATERIAL MUST NOT BE LEFT IN ACTIVE MOVEMENT SAFETY
OR CRITICAL AREAS. THE CONTRACTOR MUST REMOVE SUCH MATERIAL WITHIN THESE AREAS IMMEDIATELY AND
CONTINUOUSLY DURING WORKING HOURS NOT COINCIDING WITH AIRCRAFT OPERATIONS IN THE IMMEDIATE VICINITY
OF THE WORK FOR THE DURATION OF THE CONTRACT.
6. THE CONTRACTOR MUST HAVE A SUFFICIENT NUMBER OF OPERATION VACUUM POWER SWEEPERS AND OPERATORS
ON THE JOB SITE AT ALL TIMES. THE COR WILL DETERMINE THE ADEQUACY AND NUMBER OF SWEEPERS REQUIRED.
7. THE CONTRACTOR WILL SUBMIT FAA FORM 7460-1 , NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION
INCLUDING ALL HEIGHTS AND LOCATIONS OF ANTICIPATED EQUIPMENT TO BE USED FOR CONSTRUCTION. ANY
MODIFICATIONS TO THE 460-1 MUST OBTAIN FAA APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
8. NO REQUIREMENTS OF THIS CONTRACT WITH RESPECT TO PRECAUTIONS REQUIRED OR OMITTED WILL BE DEEMED
TO LIMIT OR IMPAIR ANY OBLIGATIONS ASSUMED BY THE CONTRACTOR UNDER OR IN CONNECTION WITH THIS
CONTRACT AND THE CONTRACTOR MUST AT ALL TIMES MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD
AIRCRAFT, THE PUBLIC, AND ALL PERSONS ENGAGED IN THE WORK AND MUST TAKE SUCH PRECAUTIONS AS WILL
ACCOMPLISH SUCH END, WITHOUT INTERFERENCE TO AIRCRAFT, THE PUBLIC OR MAINTENANCE AND OPERATIONS
OF THE AIRFIELD.
9. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE ZONE OF FRANGIBILITY WHILE THE RUNWAY OR
TAXIWAY IS OPEN. BACKFILL TRENCHES BEFORE THE RUNWAY OR TAXIWAY IS OPENED OR RE-OPENED. IF THE
RUNWAY OR TAXIWAY MUST BE OPENED BEFORE EXCAVATIONS ARE BACKFILLED, COVER THE EXCAVATIONS
APPROPRIATELY. COVERING MUST BE DESIGNED AND CERTIFIED BY A LICENSED ENGINEER IN THE STATE OF
VIRGINIA TO ALLOW THE SAFE OPERATION OF THE MOST DEMANDING AIRCRAFT OPERATING OF THE RUNWAY OR
TAXIWAY ACROSS THE TRENCH WITHOUT DAMAGE TO THE AIRCRAFT.
10. MAXIMUM DROP OFF OF ONE AND A HALF INCHES WILL BE ALLOWED FROM A RUNWAY PAVEMENT EDGE. FULL
DEPTH TRENCHES AND EXCAVATIONS OUTSIDE OF THE ZONE OF FRANGIBILITY MAY EXCEED 3 INCHES SUBJECT TO
THE APPROVAL OF THE COR AND MUST BE PROVIDED WITH APPROPRIATE SAFETY DELINEATION MARKING THROUGH
BARRICADES AND LIGHTING. BARRICADES TO PROTECT EXCAVATIONS WITHIN THE ZONE OF FRANGIBILITY MUST BE
LOW PROFILE. LOW MASS BARRICADES AND MUST NOT EXCEED 18 INCHES IN HEIGHT. CONCRETE BARRICADES ARE
NOT PERMITTED WITHIN THE ZONE OF FRANGIBILITY
11. ALL HEAVY EQUIPMENT IS REQUIRED TO HAVE THE 3 FEET BY 3 FEET ORANGE AND WITH FLAG MOUNTED ON THE
VEHICLE WHILE OPERATING ON THE AIRFIELD. SAFETY FLAGS MUST BE IN GOOD CONDITION AND VISIBLE. IS THE
CONTRACTORS RESPONSIBILITY TO REPLACE WORN OR DAMAGED FLAGS.
12. NO HAUL ROUTES MAY PENETRATE THE ZONE OF FRANGIBILITY, WHEN THE RUNWAY IS OPEN TO AIR TRAFFIC
OPERATIONS.
13. THE FOLLOWING ARE SPECIFIC REQUIREMENTS FOR CONSTRUCTION WITHIN THE RUNWAY ZONE OF
FRANGIBILITY:
A.NO WORK IS PERMITTED WHEN THE RUNWAY IS OPEN.
B. WHEN WORKING WITHIN THE ZONE OF FRANGIBILITY, THE FOLLOWING RESTRICTION MUST BE MET AT
COMPLETION THE OF THE SCHEDULED WORK.
1. NO EXCAVATIONS OF ANY KIND.
2. NO ELEVATION CHANGES OF MORE THAN 1.5 INCHES
3. NO STANDING OR PONDING WATER.
4. ALL STRUCTURES ARE GRADED TO SURROUNDING GROUND ELEVATIONS.
5. GRADE CHANGES OR SLOPES IN THE ZONE CANNOT EXCEED 5%.
14. FAR PART 77 REQUIREMENTS RELATED TO CRANE OPERATIONS.
A.ALL CRANE LOCATIONS ON THE JOBSITE REQUIRE SUBMITTAL OF AN FAA 7460-1 AIRSPACE STUDY TO FAA.
B.USE OF A CRANE AT A SPECIFIC LOCATION REQUIRES A MINIMUM 5 DAY NOTICE TO THE COR TO ALLOW FOR
FLIGHT DATA NOTAM REQUIREMENTS AND NOTIFICATIONS.
C.ALL CRANE OPERATIONS ARE TO BE COORDINATED WITH THE COR AND AIRFIELD MANAGER ON A DAILY BASIS.
15. ALL EXISTING UTILITIES SERVING THE INSTALLATION MUST REMAIN IN CONTINUOUS OPERATION DURING THE
EXECUTION OF THE WORK, UNLESS REMOVED UNDER THIS OR SEPARATE CONTRACTS. THESE UTILITIES
INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: FELKER ARMY AIRFIELD, JB EUSTIS, ODUS, VGL, V, CONTROL
AND COMMUNICATION CABLES, FUEL LINES, SEWER AND DRAINAGE LINES, ETC. THE CONTRACTOR MUST
CONTACT CED, AND THE OWNERS OF ALL UTILITIES PRIOR TO THE START OF THE WORK SO THAT THE OWNER
MAY LOCATE AND STAKE THEIR UTILITIES. THE CONTRACTOR MUST NOTIFY THE COR, IN WRITING, FORTY-EIGHT
HOURS PRIOR TO THE UTILITY OWNER LOCATING THE UTILITY.
16. ALL EXCAVATING WITHIN FIVE FEET EITHER SIDE OF EXISTING CABLES OR OTHER EXISTING UTILITY LINES MUST
BE PERFORMED BY HAND OR BY VACUUM EXCAVATION METHODS, SUBJECT TO THE COR'S APPROVAL. COSTS
FOR SUCH EXCAVATION WILL NOT BE PAID FOR SEPARATELY, BUT CONSIDERED INCLUDED IN THE CONTRACT
PRICE. ANY CABLE OR OTHER EXSTING UTILITY LINE THAT IS DAMAGED DURING THE PERFORMANCE OF THIS
CONTRACT IS TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR TO THE SATISFACTION OF THE COR AND AT
THE CONTRACTOR'S EXPENSE.
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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STAGE 2
URBAN ASSAULT COURSE AND
NEW LOCATION OF COVERED
BLEACHER ENCLOSURE
STAGE 2
EXISTING COVERED
BLEACHER ENCLOSURE
TO BE RELOCATED OR
REPLACED IN KIND
CONTRACTOR LAYDOWN AREA 1
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CONTRACTOR LAYDOWN AREA 2
STAGE 2
SLING LOAD
TRAINING AREA
STAGE 2
TRAINING ROAD
EAST TURNAROUND
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.
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
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CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 2 WORK AREA
DURATIONS & MILESTONES:
STAGE 2 – AFTER COMPLETION OF STAGE 1, CONTRACTOR SHALL COMMENCE
STAGE 2 WORK. STAGE 2 WORK SHALL BE SUBSTANTIALLY COMPLETE, INCLUDING
PUNCH LIST, WITHIN STAGE 2 WORK AREA WITHIN 30 CALENDAR DAYS FROM
COMPLETION OF STAGE 1.
STAGE 2 WORK SHALL BE ACCOMPLISHED DURING NORMAL WORKING HOURS AS
DEFINED IN THE SPECIFICATIONS.
A. SLING LOAD TRAINING AREA
THIS STAGE INCLUDES CONSTRUCTION OF THE NEW SLING LOAD TRAINING
AREA SOUTH OF THE PROJECT SITE, AS INDICATED BY INSET 1. THIS AREA
MUST BE DEVELOPED PRIOR TO THE DEMOLITION OF THE EXISTING TRAINING
AREA AND PRIOR TO OCCUPANCY BY THE CONTRACTOR OF THE MAIN BUILDING
SITE.
B. URBAN ASSAULT COURSE
THIS STAGE INCLUDES CONSTRUCTION OF THE NEW URBAN ASSAULT COURSE
(UAC) TO THE SOUTHEAST OF THE PROJECT SITE. THIS AREA MUST BE
DEVELOPED PRIOR TO THE DEMOLITION OF THE EXISTING URBAN ASSAULT
COURSE PRESENTLY LOCATED ALONG THE PROJECT SITE ACCESS ROAD. THE
EXISTING UAC SITE IS THE PROPOSED SITE FOR THE CONTRACTOR STAGING
AREA. DEMOLITION OF THE EXISTING BUILDINGS AND PADS CAN OCCUR ONCE
THE NEW UAC IS COMPLETED AND ACCEPTED BY THE GOVERNMENT.
C. COVERED BLEACHER ENCLOSURE RELOCATION
THIS STAGE INCLUDES RELOCATION OF THE EXISTING COVERED
BLEACHER/STORAGE BUILDING SHED TO A NEW SITE ADJACENT TO THE NEW
UAC. RELOCATION OF THE COVERED BLEACHER ENCLOSURE IS REQUIRED TO
MAKE THIS SITE AVAILABLE FOR USE BY THE CONTRACTOR AS A LAYDOWN
AREA, MATERIAL STORAGE AREA, AND POSSIBLE LOCATION FOR BATCH AND
MIXING PLANTS.
D. TRAINING ROAD EAST TURNAROUND
THIS STAGE INCLUDES CONSTRUCTION OF THE TRAINING ROAD TURNAROUND
TO THE EAST OF THE PROJECT SITE. THE TURNAROUND IS OFF THE EXISTING
SERVICE ROAD THAT RUNS PARALLEL TO RUNWAY 14/32. THIS FEATURE IS
NEEDED PRIOR TO CLOSURE OF THE TRAINING ROAD THAT RUNS PARALLEL TO
THE RUNWAY TO MILITARY TRAINING VEHICLES. WHILE CONSTRUCTION OF THE
ELEVATED TAXIWAY CAN COMMENCE BY ACCESSING THE WETLAND FROM THE
SOUTH SIDE OF THE PROJECT, IT IS ANTICIPATED THAT THE CONTRACTOR'S
PERSONNEL AND EQUIPMENT WILL NEED TO ACCESS THE WORK AREA FOR THE
ELEVATED TAXIWAY CONSTRUCTION FROM THE NORTH SIDE OF THE SITE ON
THE EXISTING SERVICE ROAD THAT RUNS PARALLEL TO RUNWAY 14/32. IT IS
ALSO ANTICIPATED THAT CONSTRUCTION EQUIPMENT WILL UTILIZE A STAGING
AREA ADJACENT TO THE TURNAROUND SITE ON THIS NORTH SIDE OF THE
WETLAND AREA. ACCESS FROM THE NORTH CANNOT BEGIN UNTIL THE
TRAINING ROAD TURNAROUND HAS BEEN INSTALLED.
FOR CONSTRUCTION SAFETY NOTES DURING STAGE 2 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.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 3.0
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.7
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.2
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W.E.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
AutoCAD SHX Text
TP#WCA2
AutoCAD SHX Text
EOI
AutoCAD SHX Text
CTV
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text
P/P NO#
AutoCAD SHX Text
TP#TA19
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text 0.8
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
TP#TA19A
AutoCAD SHX Text
TP#2605-1
AutoCAD SHX Text W
AutoCAD SHX Text
TP#17
AutoCAD SHX Text L/P#1
AutoCAD SHX Text
EOI
AutoCAD SHX Text G
AutoCAD SHX Text
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AutoCAD SHX Text W
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STAGE 3 WORK AREA
GRAVEL OVERLAY OF
ACCESS ROAD
STAGE 3 WORK AREA
CONTRACTOR LAYDOWN AREA 1
CONTRACTOR LAYDOWN AREA 2
24+0025+0026+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.
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
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C
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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'
GC103
C O
N S
T R
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T A
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LEGEND
CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 3 WORK AREA
DURATIONS & MILESTONES:
STAGE 3 – AFTER COMPLETION OF STAGE 2, CONTRACTOR SHALL COMMENCE STAGE 3 WORK.
STAGE 3 WORK CAN BE COMPLETED CONCURRENTLY WITH STAGE 4, AS WELL AS STAGES 5 AND
6, WHILE MAINTAINING INGRESS/EGRESS FOR THOSE ADJACENT WORK AREAS. STAGE 3 WORK
SHALL BE SUBSTANTIALLY COMPLETE, INCLUDING PUNCH LIST, WITHIN STAGE 3 WORK AREA
WITHIN 560 CALENDAR DAYS FROM COMPLETION OF OF STAGE 2.
STAGE 3 WORK SHALL BE ACCOMPLISHED DURING NORMAL WORKING HOURS AS DEFINED IN THE
SPECIFICATIONS.
A. GRAVEL OVERLAY OF ACCESS DRIVE
THIS STAGE INCLUDES ADDING A 4” GRAVEL OVERLAY ON THE ACCESS DRIVE TO THE MAIN
PROJECT SITE. THIS IS ANTICIPATED AS A BENEFIT TO THE CONTRACTOR FOR THE OPERATION
OF HEAVY CONSTRUCTION VEHICLES WHILE STILL ALLOWING FOR OPERATIONS OF MILITARY
TRAINING VEHICLES. DURING CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING THE GRAVEL ROAD.
B. APRON CONSTRUCTION WORK AREA
THIS STAGE OF CONSTRUCTION ACTIVITY IS ANTICIPATED TO BE FOCUSED ON READYING THE
AIR SIDE OF THE PRIMARY DEVELOPMENT SITE TO ACCOMMODATE FINISH GRADE AND PAVING
FOR THE APRON AND SOUTH TAXIWAY. KEY ACTIVITIES WOULD INCLUDE:
• CLEARING AND GRUBBING
• EARTHWORK AND TEMPORARY DRAINAGE
• APRON AND SOUTH TAXIWAY GRADING AND DRAINAGE (INTERIM CONDITIONS)
• MSE WALLS AND GABION WALLS TO SUPPORT FILL AND PERMANENT DRAINAGE FACILITIES
• FINAL EARTHWORK, GRADING, AND CONVERSION OF SEDIMENT BASIN TO SAND FILTER
• ON-SITE UTILITY DISTRIBUTION LINES
• OFF-SITE AND ON-SITE UTILITY SUPPLY LINES (BY PRIVATE UTILITY PROVIDERS)
• CONSTRUCT BASE LAYER
• PAVING FOR APRON AND TAXIWAY SURFACES
FOR CONSTRUCTION SAFETY NOTES DURING STAGE 3 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.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 3.0
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.7
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.2
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W.E.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text
TP#WCA2
AutoCAD SHX Text
CTV
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text
P/P NO#
AutoCAD SHX Text
TP#TA19
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text 0.8
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
TP#TA19A
AutoCAD SHX Text
TP#2605-1
AutoCAD SHX Text W
AutoCAD SHX Text
TP#17
AutoCAD SHX Text L/P#1
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24+0025+0026+00
50+
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55+00 56+00 57+00 58+00
59+00 60+00
64+00 65+00
31+00 32+00
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STAGE 3 WORK AREA
STAGE 4 WORK AREA
CONTRACTOR LAYDOWN AREA 1
CONTRACTOR LAYDOWN AREA 2
STAGE 4 WORK AREA
NEC-1 COMMUNICATION LINE
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.
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
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E
N G
I N
E E
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D R
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1 2 3 4 5
D
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T A
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P R
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C O
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M A
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PHASE 1
W
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N
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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'
GC104
C O
N S
T R
U C
T I O
N
S
E Q
U E
N C
E
S
T A
G
C D
W G
LEGEND
CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 4 WORK AREA
DURATIONS & MILESTONES:
STAGE 4 - AFTER COMPLETION OF STAGE 2, CONTRACTOR SHALL COMMENCE STAGE 4 WORK.
STAGE 4 WORK CAN BE COMPLETED CONCURRENTLY WITH STAGE 3, AS WELL AS STAGES 5 AND
6, WHILE MAINTAINING INGRESS/EGRESS FOR THOSE ADJACENT WORK AREAS. STAGE 4 WORK
SHALL BE SUBSTANTIALLY COMPLETE, INCLUDING PUNCH LIST, WITHIN STAGE 4 WORK AREA
WITHIN 420 CALENDAR DAYS FROM COMPLETION OF STAGE 2.
STAGE 4 WORK SHALL BE ACCOMPLISHED DURING NORMAL WORKING HOURS AS DEFINED IN THE
SPECIFICATIONS.
A. NON-APRON CONSTRUCTION WORK AREA
THIS STAGE OF CONSTRUCTION ACTIVITY IS ANTICIPATED TO BE FOCUSED ON READYING THE
LAND SIDE OF THE PRIMARY DEVELOPMENT SITE TO ACCOMMODATE FINISH GRADE, PAVING,
AND THE ANCILLIARY BUILDINGS ASSOCIATED WITH PHASE 1 OF THE PROJECT. KEY ACTIVITIES
WOULD INCLUDE:
• CLEARING AND GRUBBING
• EARTHWORK AND TEMPORARY DRAINAGE
• GRADING AND DRAINAGE FOR FOOTPRINTS FOR PHASE 2 ADMINISTRATION BUILDING AND
PHASE 3 HANGAR
• FINAL EARTHWORK, GRADING, AND CONVERSION OF SEDIMENT BASIN TO SAND FILTER
• ON-SITE UTILITY DISTRIBUTION LINES
• OFF-SITE AND ON-SITE UTILITY SUPPLY LINES (BY PRIVATE UTILITY PROVIDERS)
• CONSTRUCT BASE LAYER
• PAVING FOR PARKING AREAS, ON-SITE DRIVES, AND SIDEWALK SURFACES
• ANCILLIARY BUILDING FOUNDATIONS AND ANCILLIARY BUILDINGS (AS DESCRIBED IN
VOLUME 2)
B. NEC LINE 1 INSTALLATION
THIS STAGE ALSO INCLUDES INSTALLATION OF THE NEC UTILITY LINES THAT BEGIN FROM THE
INTERSECTION OF HARRISON ROAD AND ACCESS DRIVE. THE UTILITY RUNS ALONG THE
AIRFIELD ROAD AND CAUSEWAY AND CONTINUE TO PROPOSED END POINTS AT THE PROPOSED
TERMINAL. SEE UTILITY PLANS FOR LOCATION.
FOR CONSTRUCTION SAFETY NOTES DURING STAGE 4 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.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 3.0
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.7
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.2
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W.E.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text
TP#WCA2
AutoCAD SHX Text
CTV
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text
P/P NO#
AutoCAD SHX Text
TP#TA19
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text 0.8
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
TP#TA19A
AutoCAD SHX Text
TP#2605-1
AutoCAD SHX Text W
AutoCAD SHX Text
TP#17
AutoCAD SHX Text L/P#1
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C
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X X X X X X X X X X X X X X
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CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
STAGE 5 WORK AREA
CAUSEWAYS WITH
TEMPORARY DRAINAGE
X X
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X X
X X
X X
X X
X
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STAGE 3 AND 4 WORK AREAS
CONTRACTOR LAYDOWN AREA 1
CONTRACTOR LAYDOWN AREA 2
STAGE 4 WORK AREA
24+0025+0026+00
51+
52+00
54+00
55+00 56+00 57+00 58+00
59+00 60+00
64+00 65+00
31+00
32+00 33+0034+00
LIMIT OF ZONE OF FRANGIBILITY
250' FROM RUNWAY CENTERLINE
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.
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
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Y
S U
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T E
D
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Y
S I Z
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C H
E C
K E
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F I L
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N
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I S
S U
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F I L
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N
U M
B E
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1 2 3 4 5
D
C
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A
R T
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S
U B
M I T
T A
L
P R
O J E
C O
N T
R A
M A
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D E
S C
R I P
T I O
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PHASE 1
W
R
A V
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T I O
N
C
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P L
E X
V O
L U
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C
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S T
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V
A
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S
B
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R
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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'
GC105
C O
N S
T R
U C
T I O
N
S
E Q
U E
N C
E
S
T A
G
C D
W G
LEGEND
CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 5 WORK AREA
DURATIONS & MILESTONES:
STAGE 5 – AFTER COMPLETION OF STAGE 2, CONTRACTOR SHALL COMMENCE
STAGE 5 WORK. STAGE 5 WORK CAN BE COMPLETED CONCURRENTLY WITH STAGES
3 AND 4, WHILE MAINTAINING INGRESS/EGRESS FOR THOSE ADJACENT WORK
AREAS. STAGE 5 WORK SHALL BE SUBSTANTIALLY COMPLETE, INCLUDING PUNCH
LIST, WITHIN STAGE 5 WORK AREA WITHIN 28 CALENDAR DAYS FROM THE
COMPLETION OF STAGE 2.
ALL WORK WITHIN A ZONE OF FRANGIBILITY MUST BE RESTORED AND MEET UFC
02-260-01 REQUIREMENTS PRIOR TO RETURNING THE AREA TO AIRPORT
OPERATIONS.
SOME WORK AREAS ARE LOCATED INSIDE OR ADJACENT TO THE AIRFIELD
OPERATIONS AREA SECURITY FENCE, AND ARE SUBJECT TO THE LIMITATIONS
DESCRIBED IN UFC 03-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND
OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION.
STAGE 5 WORK SHALL BE ACCOMPLISHED DURING NORMAL WORKING HOURS AS
DEFINED IN THE SPECIFICATIONS.
THIS STAGE ANTICIPATES CONSTRUCTION OF TWO TEMPORARY STONE
CAUSEWAYS ON EITHER SIDE OF THE ELEVATED STRUCTURE, WITH TWO
TEMPORARY CULVERTS INSTALLED BENEATH THE CAUSEWAYS. ALTHOUGH
IDENTIFIED AS STAGE 5, THIS ACTIVITY IS ANTICIPATED TO BEGIN CONCURRENT
WITH STAGE 3 AND STAGE 4. THE CAUSEWAYS WILL FACILITATE MOVEMENT OF
EQUIPMENT AND PERSONNEL REQUIRED TO BORE, ERECT AND PLACE KEY
ELEVATED TAXIWAY STRUCTURE ELEMENTS AND WILL PROVIDE ACCESS FROM
BOTH SHORES AND PROVIDE ACCESS TO BOTH SIDES OF THE BRIDGE
CONSTRUCTION EFFORT.
FOR CONSTRUCTION SAFETY NOTES DURING STAGE 5 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.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 3.0
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.7
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.2
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W.E.
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
AutoCAD SHX Text
TP#WCA2
AutoCAD SHX Text
EOI
AutoCAD SHX Text
CTV
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text
P/P NO#
AutoCAD SHX Text
TP#TA19
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.3
AutoCAD SHX Text W.E.
AutoCAD SHX Text 0.8
AutoCAD SHX Text 0.8
AutoCAD SHX Text W.E.
AutoCAD SHX Text 2.6
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
TP#TA19A
AutoCAD SHX Text
TP#2605-1
AutoCAD SHX Text W
AutoCAD SHX Text
TP#17
AutoCAD SHX Text L/P#1
AutoCAD SHX Text
EOI
AutoCAD SHX Text G
AutoCAD SHX Text
CALL BOX
CIP
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CP
CP
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CP
CP
CP
CP
CP
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CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CONTRACTOR LAYDOWN AREA 1
STAGE 4 WORK AREA
13+50 14+00 15+00 16+00
24+0025+0026+00
50+
51+00
52+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
X X X
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CATV
CATV
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STAGE 3 AND 4 WORK AREAS
CONTRACTOR LAYDOWN AREA 2
STAGE 6 WORK AREA
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.
LIMIT OF ZONE OF FRANGIBILITY
250' FROM RUNWAY CENTERLINE
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.
US Army Corps of Engineers ®
SHEET OF
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
F I L
E
N
U M
B E
R
1 2 3 4 5
D
C
B
A
R T
A
S
U B
M I T
T A
L
P R
O J E
C O
N T
R A
M A
R K
D E
S C
R I P
T I O
N D
A T
E
PHASE 1
W
R
A V
I A
T I O
N
C
O M
P L
E X
V O
L U
S
I T
E
C
O N
S T
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A
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W
E A
V E
R
S
B
I S
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S
R
I N
N E
R T
H
W
E A
V E
R
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'
GC106
C O
N S
T R
U C
T I O
N
S
E Q
U E
N C
E
S
T A
G
C D
W G
LEGEND
CONSTRUCTION WORK AREA
CONCURRENT WORK AREA
STAGE 6 WORK AREA
DURATIONS & MILESTONES:
STAGE 6 - AFTER COMPLETION OF STAGE 5, CONTRACTOR SHALL COMMENCE STAGE 6 WORK.
STAGE 6 WORK CAN BE COMPLETED CONCURRENTLY WITH STAGES 3 AND 4, WHILE MAINTAINING
INGRESS/EGRESS FOR THOSE ADJACENT WORK AREAS. STAGE 6 WORK SHALL BE SUBSTANTIALLY
COMPLETE, INCLUDING PUNCH LIST, WITHIN STAGE 6 WORK AREA WITHIN 210 CALENDAR DAYS
FROM COMPLETION OF STAGE 5.
ALL WORK WITHIN A ZONE OF FRANGIBILITY MUST BE RESTORED AND MEET UFC 03-260-01
REQUIREMENTS PRIOR TO RETURNING THE AREA TO AIRPORT OPERATIONS.
SOME WORK AREAS ARE LOCATED INSIDE OR ADJACENT TO THE AIRFIELD OPERATIONS AREA
SECURITY FENCE, AND ARE SUBJECT TO THE LIMITATIONS DESCRIBED IN UFC 03-260-01, SECTION
14 CONSTRUCTION PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELDS DURING
CONSTRUCTION.
STAGE 6 WORK SHALL BE ACCOMPLISHED DURING NORMAL WORKING HOURS AS DEFINED IN THE
SPECIFICATIONS.
A. TAXIWAY STRUCTURE (INCLUDING TEST PILES, PRODUCTION PILES, AND ABUTMENTS)
THIS STAGE INCLUDES CONSTRUCTION OF THE ELEVATED TAXIWAY STRUCTURE. IT IS
ANTICIPATED THAT CONTRACTOR'S PERSONNEL AND EQUIPMENT WILL ACCESS THE WORK
AREA FROM THE ACCESS DRIVE THROUGH THE SOUTH SIDE OF THE SITE. CONSTRUCTION
EQUIPMENT SHALL REMAIN WITHIN THE WORK AREAS AND ON THE SOUTH SIDE OF THE EXISTING
SECURITY FENCE AT ALL TIMES. IT IS ANTICIPATED THAT THE RUNWAY FENCE LINE WILL BECOME
A LINE OF DEMARCATION AND WILL NOT BE BREACHED UNTIL THE FINAL STAGE OF
CONSTRUCTION ACTIVITY.
FOR CONSTRUCTION SAFETY NOTES DURING STAGE 6 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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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
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
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F I L
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F I L
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1 2 3 4 5
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A
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T A
L
P R
O J E
C O
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R A
M A
R K
D E
S C
R I P
T I O
N D
A T
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PHASE 1
W
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A V
I A
T I O
N
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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
N S
T R
U C
T I O
N
S
E Q
U E
N C
E
S
T A
G
C D
W G
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.
AutoCAD SHX Text W.E.
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AutoCAD SHX Text W.E.
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AutoCAD SHX Text
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EOI
AutoCAD SHX Text
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AutoCAD SHX Text W.E.
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AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
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P/P NO#
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AutoCAD SHX Text W.E.=0.9 9/11/15 11:40
AutoCA…
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