BCWPA_CNT2_DRAFT_PLANS_34of46.pdf
PDF 15 MB Posted
- Solicitation number
- W912EP24Z0002
About this file
This file summary describes a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Jacksonville is soliciting proposals for the Comprehensive Everglades Restoration Plan Broward County Water Preserve Areas Contract 2 project. Services required include construction of C-11 Impoundment and Mitigation Area A located in Broward County, Florida. The solicitation number is W912EP24Z0002 and the opportunity type is a Special Notice. The file attached provides draft construction plans for the project but does not include additional details on response due dates, award timing, pricing terms, or set asides.
View the file
Other files
Show 40 more
Latest 50 of 62 listed here. See the rest on GovTribe.
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
CP07-BCWPA-CB-0127
CP06-BCWPA-CB-0077
CP07-BCWPA-CB-0110
CP18-BCWPA-CB-27
.0
.1
.1
.8
.1
.0
.0
.9
.8
.1
.9
.2
.0
.1
.2
.4
.3
.1
CP07-BCWPA-CB-0110
CP08-BCWPA-TP-0175
W W
E B
E R
S T
A
T O
S T
A
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
O U
N D
M E
N T
CF0020
S
P O
P H
A M
V
S E
V E
R A
N C
E
J
B
U R
K
THIS SHEET
CREST WIDTH 24'
CREST EL 7.3'
26TH STREET
RAISED SOUTHWEST
CL C-511 CANAL
TOE OF SLOPE
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
12" SCH 80 SLOTTED
CL DRAINAGE DITCH
EXISTING GRADE
CL EL 18.66' (SEE NOTE 3)
D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -12.5
BOTTOM EL -2.5
C-511 CANAL,
12" SCH 80 SLOTTED PVC PIPE (TYP)
5' DIAMETER MANHOLE (TYP)
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
DITCH INV 9.5'
DRAINAGE
INV 6.5'
AND HEADWALL
CULVERT (40 LF)
PRECAST 12" RCP
STA 300+80.00
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
AND HEADWALL INV 6.5'
CULVERT (48 LF)
PRECAST 12" RCP
STA 312+56.00
STA 310+53.39
STA 311+53.39
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
DITCH INV 9.5'
DRAINAGE
DITCH INV 8.85'
DRAINAGE
INV 18.8'
DITCH
DRAINAGE
LIMITS OF MUCK EXCAVATION
EL. 9.5
LIMITS OF MUCK EXCAVATION
STA 312+03.3
GATED CULVERT
S-511 3' DIA
TRANSITION STA 310+53.39
BEGIN CANAL BOTTOM
TRANSITION STA 311+53.39
END CANAL BOTTOM
AND HEADWALL INV 6.5'
CULVERT (42 LF)
PRECAST 12" RCP
STA 308+37.94
EL. 9.5
2%
(AGGREGATE SURFACING)
ACCESS ROAD
(ASPHALT)
ACCESS RAMP
6" TOPSOIL/VEGETATED SLOPE
STA 309+00
(SEE NOTE 4)
CANAL ARMORING
END TRANSITION844,697.12 637,664.34 4
BEGIN TRANSITION844,702.34 637,564.29 3
END TRANSITION, BOTTOM OF RAMP844,733.04 637,398.97 2
BEGIN TRANSITION844,716.46 637,324.11 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
925+00
0+00
D D D
296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D1
D-511 EMBANKMENT PLAN STA. 296+00 TO STA. 313+33
A1
D-511 EMBANKMENT PROFILE STA. 296+00 TO STA. 313+33
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
3H:1V
C-11 IMPOUNDMENT
M A
T C
H L
IN
E
S T
A
S
E E
S H
E E
T C
F
MATCH LINE STA. 0+00 = 313+33 - SEE SHEET CF0006
3H:1V
3H:1V
2%
3H:1V
ACCESS ROAD (AGGREGATE SURFACING) 2%
3H:1V
3H:1V
FLOW
FLOW
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
W
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
.7
P R
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
W
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
W
(6
L
F
IN
V
I N
.0
S
IN
V
I N
.0
N
R
IM
E C
A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
0.8% 1% 0.8%
1%
100' 200'0
(HORIZ.)
N
GENERAL NOTES
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.7.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.6.
SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE. 5.
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.4.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 3.
SEE STRUCTURAL PLAN S-3501 FOR S-511.2.
SEE ENLARGED CIVIL PLAN CF1912 FOR S-511. 1.
2.0% 0.3
1.3% 0.3%
Access Bench
3H:1V
3H:1V
3H:1V
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 5.
PVC PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 90 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 4.
CZ0021.
3. TOE DITCH DRAINAGE OUTLET WITH DITCH BOTTOM INLET SEE DETAIL C5 SHEET
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
2%
3H:1V
IN
V
B O
T T
O M
.5
IN
V
O U
T
.5
W
(3
L
F
R
IM
.8
B O
T T
O M
I N
L E
T
T Y
P E
F
D
IT
C
H
O F
F S
E T
L
E F
T
S T
A
.0
2%INSPECTION ROAD (SOIL-CEMENT)
CLEANOUT (TYP)
EXISTING MITIGATION AREA
5%
(TYP) (TYP)
GATE
VEHICLE
CF0036
E1
CZ0023
A6
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF1912
A1
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
CP18-BCWPA-CB-46
CP18-BCWPA-CB-45
CP06-BCWPA-CB-0082
.5
.8
.1
.5
.6
.7
.6
.5
.4
.7
.5
.3
.5
.4
.4
.3
.1
.9
.1
.0
.1
.4
W
E B
E R
S T
A
T O
S T
A
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
O U
N D
M E
N T
CF0021
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
TOE OF SLOPE
16'
LIMITS OF MUCK EXCAVATION
C-514 CANAL
EXISTING GRADE
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EL 11.5'
ACCESS ROAD
THIS SHEET
EL 11.5
EL 11.5EL 18.8
EL 11.5
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
INV 1.0'
CANAL CL INFLECTION POINT INV 2.5'
CANAL CL CONFLUENCE POINT
INV 3.0'
CANAL CL INFLECTION POINT
INV 3.0'
CANAL CL START
STA 421+78.29 76'R
CANAL CL START
S-509 UNGATED CULVERT
STA 400+59.60 87'R
CANAL CL INFLECTION POINT
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 ESA EMBANKMENT
CL C-514 CANAL
(SEE NOTE 2)
CANAL ARMORING
STA 413+37.78 87'R
CONFLUENCE POINT
CANAL CL
STA 414+66.48 78'R
INFLECTION POINT
CANAL CL
ACCESS RAMP (ASPHALT)
(SEE NOTE 2)
CANAL ARMORING
S-509 UNGATED CULVERT
ESA ACCESS ROAD GRADING
290+00
415+00
400+00400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
422+00
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
1D
D-511 ESA EMBANKMENT PLAN STA. 400+00 TO STA. 422+00
D-511 ESA EMBANKMENT PROFILE STA. 400+00 TO STA. 422+00
LOCATION.
SEE SHEET CF0002 FOR ENVIRONMENTALLY SENSITIVE AREA BOUNDARY 7.
SEE SHEET S-3401 FOR S-509 STRUCUTURAL DETAILS.6.
SEE SHEET CF1911 FOR S-509 CIVIL DETAILS.5.
NOT BE DISTURBED.
EXISTING CONDITIONS WITHIN THE ENVIROMENTALLY SENSITIVE AREA MUST 4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0022 FOR C-514 CANAL ARMORING DETAILS.
CREST) TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS
D-511 EMBANKMENT CREST SLOPED AT 2% FROM ELEV. = 18.8' (OUTSIDE 1.
(HORIZ.)
100' 200'0
N
C-11 IMPOUNDMENT
- SEE SHEET CF0022
MATCH LINE STA. 422+00
3H:1V
3H:1V
2%
3H:1V
2%
2%
3H:1V
3H:1V
2%
3H:1V
2%
2%
3H:1V
3H:1V
2%
3H:1V
2%
2%
ACCESS ROAD (AGGREGATE SURFACING)
R A
M P
A C
C E S S
0.12%
0.24%
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
2%
3H:1V
SENSITIVE AREA
ENVIRONMENTALLY
FLOW
.2
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 2.
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0081). ASSOCIATED 1.
SHEET KEYNOTES
INSPECTION ROAD (SOIL-CEMENT)
ACCESS ROAD
SENSITIVE AREA
ENVIRONMENTALLY
VEHICLE GATE
.1
6" TOPSOIL/VEGETATED SLOPE
H :1
V
H :1
V2
CF0037
D1
CF0037
A1
CZ0003
D3
CF1917
A2
CZ0021
E1
CZ0010
A6
CZ0010
A6
DRAFT
k3endlml Rectangle k3endlml Rectangle
CP18-BCWPA-CB-48
CP18-BCWPA-CB-47
CP18-BCWPA-CB-49
.5
.2
.3
.3
.3
.4
.4
.4
.4
.5
.5
.4
.4
.4
.3
.5
.4
.2
.3
.5
.8
.6
W
E B
E R
S T
A
T O
S T
A
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
O U
N D
M E
N T
CF0022
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
TOE OF SLOPE
MARKER (TYP EVERY 250 FT)
SURVEY SETTLEMENT
INTERNAL SLOPE)
(SOIL-CEMENT CREST AND
D-511 ESA EMBANKMENT
(SOIL-CEMENT)
INSPECTION ROAD
THIS SHEET
.2
.1
INV 2.5
EL 11.5
EL 11.5
EL 18.8
ACCESS RAMP (ASPHALT)
INV 3.0'
CANAL CL START
C-514 CANAL
EXISTING GRADE
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EL 11.5'
ACCESS ROAD
INV 3.0'
CANAL CL INFLECTION POINT
INV 2.5'
CANAL CL CONFLUENCE POINT
STA 422+12.77 76'R
CANAL CL START
STA 430.52.78 87'R
CANAL CL CONFLUENCE POINT
STA 429.24.17 78'R
CANAL CL INFLECTION POINT CL C-514 CANAL
(SEE NOTE 2)
CANAL ARMORING
TOE OF SLOPE
LIMITS OF MUCK EXCAVATION
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 ESA EMBANKMENT
STA 443+31.18 87'R
CANAL CL INFLECTION POINT
S-509 UNGATED CULVERT
(SEE NOTE 2)
CANAL ARMORING
S-509 UNGATED CULVERT
ESA ACCESS ROAD GRADING
INV 1.0'
CANAL CL INFLECTION POINT
285+00
422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 431+00 432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
444+00
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
1D
D-511 ESA EMBANKMENT PLAN STA. 422+00 TO STA. 444+00
D-511 ESA EMBANKMENT PROFILE STA. 422+00 TO 444+00
LOCATION.
SEE SHEET CF0002 FOR ENVIRONMENTALLY SENSITIVE AREA BOUNDARY 7.
SEE SHEET S-3401 FOR S-509 STRUCUTURAL DETAILS.6.
SEE SHEET CF1911 FOR S-509 CIVIL DETAILS.5.
MUST NOT BE DISTURBED.
EXISTING CONDITIONS WITHIN THE ENVIRONMENTALLY SENSITIVE AREA 4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0022 FOR C-514 CANAL ARMORING DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 1.
- SEE SHEET CF0021
MATCH LINE STA. 422+00
C-11 IMPOUNDMENT
2%
3H:1V
2%
3H:1V
3H:1V
2%
3H:1V
2%
3H:1V
3H:1V
2%
3H:1V
2%
2%
2% 2%
N
(HORIZ.)
100' 200'0
0.24% 0.12%
R A
M P
A C
C E S S
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
SENSITIVE AREA
EMVIRONMENTALLY
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 2.
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0081). ASSOCIATED 1.
SHEET KEYNOTES
ACCESS ROAD
SENSITIVE AREA
ENVIRONMENTALLY
ACCESS ROAD (AGGREGATE SURFACING)
6" TOPSOIL/VEGETATED SLOPE
INSPECTION ROAD (SOIL-CEMENT)
FLOW
VEHICLE GATE
H :1
V
H :1
V
H :1
V2
CF0037
D1
CF0037
A1
CZ0003
D3
CF1917
A2
CZ0021
E1
CZ0010
A6
DRAFT
k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 051-114627_C-11_CNT2_C-CF0020 |
| 052-114627_C-11_CNT2_C-CF0021 |
| 053-114627_C-11_CNT2_C-CF0022 |
| 054-114627_C-11_CNT2_C-CF0023 |
| 055-114627_C-11_CNT2_C-CF0024 |
| 056-114627_C-11_CNT2_C-CF0025 |
| 057-114627_C-11_CNT2_C-CF0026 |
File details come from the government source that posted it. Updated .