BCWPA_CNT2_DRAFT_PLANS_41of46.pdf
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- 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 project in Broward County, Florida. Services required include construction of water control structures, canal plugs, and mitigation features. The contract type will be firm-fixed price, and the period of performance is 1,095 calendar days from notice to proceed. The response due date is April 25, 2024.
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6.5'
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CF0074
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THIS SHEET
D-511 EMBANKMENT
C-511 CANAL
D-511 ESA EMBANKMENT
ENVIRONMENTALLY SENSITIVE AREA
BORROW PIT
ENVIRONMENTALLY SENSITIVE AREA
C-11 CANAL
TRUCK STOP
EXISTING
5' DIAMETER MANHOLE (TYP)
420+00
425+0
430+00 80+00
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
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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
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R A
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C
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M P
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IN
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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
A1
SURVEILLANCE AND MONITORING PLAN
400' 800'0
MATCH LINE CF0073
C-11 IMPOUNDMENT
SOUTHWEST 36TH STREET
GRIFFIN ROAD
U S
N
GENERAL NOTES
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
DETIALS.
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
MANHOLE LOCATIONS
VIBRATING WIRE PRESSURE SENSOR
SURVEY SETTLEMENT MARKERS
LEGEND
IMP14
IMP10
IMP9
IMP8
IMP4
IMP5
430+00
CF0079
C1
CF0081
E1
CF0079
A1
CF0079
E1
CF0080
A1
CF0080
C1
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
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D
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D
D
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
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CF0075
S
P O
P H
A M
V
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V E
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W E
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-10.06.0Downstream Toe-92216+00
C11IMP8-GW-7
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-3.06.0Downstream Toe-92216+05
C11IMP8-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-10.07.0Downstream Slope-42216+00
C11IMP8-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.57.0Downstream Slope-42216+05
C11IMP8-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11216+00
C11IMP8-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest10216+00
C11IMP8-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest10216+05
C11IMP8-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope26216+00
C11IMP8-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope40216+00
C11IMP8-PS-1
VWPN/A1.05.8Impoundment110216+00
C11IMP8-VWP-1
IMP 8
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-18.05.6Downstream Toe-92140+00
C11IMP5-GW-7
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-3.05.6Downstream Toe-92140+05
C11IMP5-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-18.08.3Downstream Slope-38140+00
C11IMP5-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.58.3Downstream Slope-38140+05
C11IMP5-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11140+00
C11IMP5-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.3Crest10140+00
C11IMP5-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.3Crest10140+05
C11IMP5-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope36140+00
C11IMP5-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope50140+00
C11IMP5-PS-1
VWPN/A2.03.5Impoundment110140+00
C11IMP5-VWP-1
IMP 5
Material
Instrument Type Surface
Tip Elev.
Ground Instrument ID
C-11 SURVEILLANCE AND MONITORING PROGRAM
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-17.08.5Downstream Toe-85111+01
C11IMP4-GW-7
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
1.58.5Downstream Toe-85111+06
C11IMP4-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-17.09.4Downstream Slope-42111+01
C11IMP4-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.59.4Downstream Slope-42111+06
C11IMP4-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11111+01
C11IMP4-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest10111+01
C11IMP4-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest10111+06
C11IMP4-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope36111+01
C11IMP4-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope50111+01
C11IMP4-PS-1
VWPN/A2.03.4Impoundment110111+01
C11IMP4-VWP-1
IMP 4
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-17.05.6Downstream Toe-9265+00
C11IMP3-GW-7
Piezometer with VWP Open Standpipe
Riser Above Grade
-4.05.6Downstream Toe-9265+05
C11IMP3-GW-6
Piezometer with VWP Open Standpipe
Riser Above Grade
-4.08.8Downstream Slope-4265+00
C11IMP3-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.58.8Downstream Slope-4265+05
C11IMP3-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-1165+00
C11IMP3-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest1065+00
C11IMP3-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest1065+05
C11IMP3-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope2665+00
C11IMP3-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope4065+00
C11IMP3-PS-1
VWPN/A0.03.4Impoundment11065+00
C11IMP3-VWP-1
IMP 3
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-10.06.2Downstream Toe-9234+49
C11IMP2-GW-7
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
1.06.2Downstream Toe-9234+54
C11IMP2-GW-6
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-10.07.5Downstream Slope-4234+49
C11IMP2-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.57.5Downstream Slope-4234+54
C11IMP2-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-1134+49
C11IMP2-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.018.5Crest1034+49
C11IMP2-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest1034+54
C11IMP2-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope2634+49
C11IMP2-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope4034+49
C11IMP2-PS-1
Upper LimestoneVWPN/A0.04.0Impoundment11034+49
C11IMP2-VWP-1
IMP 2
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-8.06.0Downstream Toe-9204+00
C11IMP1-GW-7
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
1.06.0Downstream Toe-9204+05
C11IMP1-GW-6
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-8.013.7Downstream Slope-4204+00
C11IMP1-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.513.7Downstream Slope-4204+05
C11IMP1-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-1104+00
C11IMP1-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.018.5Crest1004+00
C11IMP1-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest1004+05
C11IMP1-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope2604+00
C11IMP1-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope4004+00
C11IMP1-PS-1
Upper LimestoneVWPN/A0.04.0Impoundment11004+00
C11IMP1-VWP-1
IMP 1
Material
Instrument Type Surface
Tip Elev.
Ground Instrument ID
C-11 SURVEILLANCE AND MONITORING PROGRAM
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
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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
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A N
M A
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L V
D
J A
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S O
N V
IL
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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 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
VWP = VIBRATING WIRE PIEZOMETER3.
INSTALLATION.
AND SCREENED ZONE MUST BE DETERMINED IN THE FIELD AT THE TIME OF
DESIGN CROSS SECTIONS AND SELECT BORING LOGS. THE FINAL TIP ELEVATION
INSTRUMENT TIP ELEVATION AND SCREENED MATERIAL ARE BASED UPON TYPICAL 2.
SURVEYED FOLLOWING INSTRUMENTATION INSTALLATION.
THE DESIGN DOCUMENTS. THE FINAL SURFACE ELEVATIONS SHOULD BE
GROUND SURFACE ELEVATIONS PRESENTED ABOVE HAVE BEEN ESTIMATED FROM 1.
GENERAL NOTES
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 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 |
| 111-114627_C-11_CNT2_C-CF0080 |
File details come from the government source that posted it. Updated .