GC105.pdf
PDF 3 MB Posted
- Attached to
- Aircraft Apron Airfield Site Improvements
- Solicitation number
- W91236-17-R-0001
About this file
GC105
View the file
Other files
Show all 48
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
X X
X X X X X X X X X X X
X X X
X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X
X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X
X X X X X X X X X X X X X X X
X X X X X X X X
X X X X X
X X X X X X X X X X X
X X X X X X X X
X X X X X
X X X X X X X X
X X X X X X X X X
X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X
X X X X X X X X
X X X X X X X X X X
X X X X X X
X X X X X X
X X X X X X X X X X X X X X X X
X X X
X X X
X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X
X X
X
X
X X
X
X X X
X X
X X X
X
C
A
T
V
CATV
C
A
TV
CATV
C
A
TV
CATV
CATV
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
X X X X
X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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 X
X X
X
X X
X X
X
X X
X X
XXX
X
X
X X
X X
X
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
X X
X X
X X X
X X
X X X X X X X X X X
X X X
X X X
X X
X X
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
X X X
X X
X X
X
X
X X
X X
STAGE 3 AND 4 WORK AREAS
CONTRACTOR LAYDOWN AREA 1
CONTRACTOR LAYDOWN AREA 2
STAGE 4 WORK AREA
24+0025+0026+00
50+00
51+
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
35+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
U S
A
R M
Y
C
O R
P
O
F
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
J U
L Y
P R
O J E
C T
N
C O
N T
R A
C T
N
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
M E
I T
E
C
O N
S T
R U
C T
I O
N
N O
R F
O L
K
D
I S
T R
I C
T
N O
R F
O L
K
V
A
H
W
E A
V E
R
S
B
I S
E R
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'
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
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.
R E
V I S
D
A V
E M
E N
T
T
Y P
E
J A
N
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
AutoCAD SHX Text
CIP
File details come from the government source that posted it.