BCWPA_CNT2_DRAFT_PLANS_40of46.pdf
PDF 18 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 under solicitation number W912EP24Z0002 for comprehensive Everglades restoration work involving the C-11 Impoundment and Mitigation Area A located in Broward County, Florida. Services required include construction of water control structures, culverts, levees, and associated infrastructure to support restoration of the natural hydrologic functions and wildlife habitat within the project area. The deadline for proposal submissions in response to this special notice is not specified in the provided file. Pricing is to be offered as a firm-fixed price for the full scope of work.
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
W W
E B
E R
S H
E E
T
O F
S U
R V
E
IL
L A
N C
E A
N D
M O
N
IT
O R
IN
G
P L
A N
CF0073
S
P O
P H
A M
V
S E
V E
R A
N C
E
T G
R E
E N
W E
L L
THIS SHEET
C-512 CANAL
CREST WIDTH 14'
CREST EL. 7.3'
L-512 LEVEE,
CREST WIDTH 14'
CREST EL. 7.3
L-514 LEVEE,
AREA BERM
FINGER LAKES
EXISTING
SOUTHWEST 26TH STREET
SEE E-2801
D-511 EMBANKMENT
BOTTOM EL -2.5'
C-511 CANAL,
D-511 EMBANKMENT
CENTRAL LAKED-511 ESA EMBANKMENT
C-514 CANAL
L-511 LEVEE/RAISED SW 26TH ST.
L-514 LEVEE
L-511 LEVEE/RAISED SW 26TH ST.
A1
SURVEILLANCE AND MONITORING PLAN
5' DIAMETER MANHOLE (TYP)
400+00
405+00
410+00
435+00
440+00
30+00
55+00
60+00
65+00
70+00
75+00260+00
265+00
295+00
300+00
305+00
310+00
1065+00
1070+00
0 1
1100+00
1105+00
1110+00
1115+00
+00
1175+00
1180+00
1185+00
1190+00
1195+00
600+00
605+00
610+00
615+00
620+00
625+00
+00
735+00
500+00
505+00
510+00
2055+00
2060+00
2050+00
+0
0+
705+00
710+00
715+00
720+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
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
400' 800'0
MATCH LINE CF0074
S O
U T
H P
O S T R
O A
D
MITIGATION AREA "A"
U S
GENERAL NOTES
S-500D
C-11 IMPOUNDMENT
FOR FURTHER DETAILS ON INSTRUMENT LOCATIONS AT THE CROSS-SECTION.
CROSS-SECTION. REFER TO THE DESIGNATED INSTRUMENTATION CROSS-SECTIONS
5. INSTRUMENTS SHOWN IN PLAN VIEW ARE NOT LOCATED ON AN INSTRUMENTATION
INSTRUMENTATION CROSS-SECTIONS.
STANDPIPE PIEZOMETER AT THE ELEVATION DESIGNATED ON THE
4. A VIBRATING WIRE PIEZOMETER MUST BE INSTALLED WITHIN EACH OPEN
DETAILS.
AND TO CF0082 FOR VIBRATING WIRE PRESSURE SENSOR INSTALLATION
DRAIN SYSTEM. REFER TO CF0076 FOR INSTRUMENTED MANHOLE LOCATIONS
ELEVATION FOR SELECT MANHOLES TO MONITOR SEEPAGE WITHIN THE TOE
3. A VIBRATING WIRE PRESSURE SENSOR MUST BE INSTALLED AT THE INVERT
SURVEY SETTLEMENT MARKER DETAILS.
ALONG THE CENTERLINE OF THE EMBANKMENT CREST. REFER TO CF0082 FOR
2. SURVEY SETTLEMENT MARKERS MUST BE LOCATED ON 250 FOOT CENTERS
APPROVAL.
MODIFIED SECTIONS WILL BE SUBJECT TO OWNER'S ENGINEER REVIEW AND
UPON ENCOUNTERED FIELD CONDITIONS DURING CONSTRUCTION. THE
1. INSTRUMENTATION CROSS-SECTIONS MAY BE MODIFIED IN THE FIELD BASED
N
MANHOLE LOCATIONS
VIBRATING WIRE PRESSURE SENSOR
SURVEY SETTLEMENT MARKERS
LEGEND
IMP13
IMP11
IMP12
IMP1
IMP2
IMP3
A1
CF0078
E1
CF0080
CF0078
E1
CF0081
C1
CF0078
C1
CF0081
A1
D
D
D
D
D
D
D D D D
D
D
D D D D D
D
D D D
D
D
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 104-114627_C-11_CNT2_C-CF0073 |
| 105-114627_C-11_CNT2_C-CF0074 |
| 106-114627_C-11_CNT2_C-CF0075 |
| 107-114627_C-11_CNT2_C-CF0076 |
| 108-114627_C-11_CNT2_C-CF0077 |
| 109-114627_C-11_CNT2_C-CF0078 |
| 110-114627_C-11_CNT2_C-CF0079 |
File details come from the government source that posted it. Updated .