BCWPA_CNT2_DRAFT_PLANS_42of46.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 is soliciting proposals for Contract 2 of the Comprehensive Everglades Restoration Plan in Broward County, Florida. The scope of work includes improvements to the C-11 Impoundment and Mitigation Area A. Proposals are due by the date listed in the Special Notice solicitation number W912EP24Z0002. The contract award is expected to occur shortly thereafter. The opportunity is not set aside for small businesses. The work location is in Broward County and the contracting agency is the Army Corps of Engineers Jacksonville District.
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S H
E E
T
O F
IN
S
T R
U M
E N
T A
T
IO
N T
A B
L E
S U
R V
E
IL
L A
N C
E A
N D
M O
N
IT
O R
IN
G
CF0076
W W
E B
E R
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
Upper LimestonePiezometer with VWP Open Standpipe
Cover Flushmount
-3.07.7Downstream Toe75422+00
C11IMP14-GW-7
Piezometer with VWP Open Standpipe
Cover Flushmount
0.09.8Downstream Toe58422+05
C11IMP14-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Cover Flushmount
-15.011.7Downstream Slope40422+00
C11IMP14-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
2.511.7Downstream Slope40422+05
C11IMP14-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.017.7Downstream Slope11422+00
C11IMP14-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest-7422+00
C11IMP14-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest-7422+05
C11IMP14-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope-25422+00
C11IM14-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope-40422+00
C11IMP14-PS-1
VWPN/A0.04.5Impoundment-110422+00
C11IMP14-VWP-1
IMP 14
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-3.09.4Downstream Toe56407+00
C11IMP13-GW-7
Piezometer with VWP Open Standpipe
Riser Above Grade
0.010.8Downstream Toe52407+05
C11IMP13-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Cover Flushmount
-15.011.6Downstream Slope30407+00
C11IMP13-GW-5
Upper LimestonePiezometer with VWP Open Standpipe
Cover Flushmount
-2.511.6Downstream Slope30407+05
C11IMP13-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope11407+00
C11IMP13-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest-7407+00
C11IMP13-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest-7407+05
C11IMP13-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope-26407+00
C11IM13-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope-40407+00
C11IMP13-PS-1
VWPN/A0.04.5Impoundment-110407+00
C11IMP13-VWP-1
IMP 13
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
-15.08.4Downstream Toe-90291+85
C11IMP12-GW-7
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-0.58.4Downstream Toe-90291+90
C11IMP12-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-15.08.9Downstream Slope-36291+85
C11IMP12-GW-5
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
2.58.9Downstream Slope-36291+90
C11IMP12-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11291+85
C11IMP12-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
2.518.5Crest7291+85
C11IMP12-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest7291+90
C11IMP12-GW-1
Embankment FillSensorN/A8.512.2Upstream Slope26291+85
C11IM12-PS-2
Embankment FillSensorN/A4.08.2Upstream Slope40291+85
C11IMP12-PS-1
VWPN/A2.54.2Impoundment100291+85
C11IMP12-VWP-1
IMP 12
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-10.06.0Downstream Toe-92276+00
C11IMP11-GW-7
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-2.06.0Downstream Toe-92276+05
C11IMP11-GW-6
Upper LimestonePiezometer with VWP Open Standpipe
Riser Above Grade
-2.07.1Downstream Slope-42276+00
C11IMP11-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.58.5Downstream Slope-38276+05
C11IMP11-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11276+00
C11IMP11-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest10276+00
C11IMP11-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest10276+05
C11IMP11-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope26276+00
C11IM11-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope40276+00
C11IMP11-PS-1
VWPN/A1.04.0Impoundment110276+00
C11IMP11-VWP-1
IMP 11
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-7.06.0Downstream Toe-92256+00
C11IMP10-GW-7
Piezometer with VWP Open Standpipe
Riser Above Grade
1.56.0Downstream Toe-92256+05
C11IMP10-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-7.08.3Downstream Slope-42256+00
C11IMP10-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.58.3Downstream Slope-42256+05
C11IMP10-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11256+00
C11IMP10-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest10256+00
C11IMP10-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest10256+05
C11IMP10-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope26256+00
C11IM10-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope40256+00
C11IMP10-PS-1
VWPN/A1.05.8Impoundment110256+00
C11IMP10-VWP-1
IMP 10
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-7.06.0Downstream Toe-92236+00
C11IMP9-GW-7
Piezometer with VWP Open Standpipe
Riser Above Grade
1.06.0Downstream Toe-92236+05
C11IMP9-GW-6
Lower Silty SandPiezometer with VWP Open Standpipe
Riser Above Grade
-7.07.5Downstream Slope-42236+00
C11IMP9-GW-5
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
2.57.5Downstream Slope-42236+05
C11IMP9-GW-4
Embankment FillPiezometer with VWP Open Standpipe
Riser Above Grade
8.017.7Downstream Slope-11236+00
C11IMP9-GW-3
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
1.518.5Crest10236+00
C11IMP9-GW-2
Embankment FillPiezometer with VWP Open Standpipe
Cover Flushmount
8.518.5Crest10236+05
C11IMP9-GW-1
Embankment FillSensorN/A8.512.5Upstream Slope26236+00
C11IMP9-PS-2
Embankment FillSensorN/A4.07.5Upstream Slope40236+00
C11IMP9-PS-1
VWPN/A1.05.8Impoundment110236+00
C11IMP9-VWP-1
IMP 9
Material
Instrument Type Surface
Tip Elev.
Ground Instrument ID
C-11 SURVEILLANCE AND MONITORING PROGRAM
BE CONFIRMED FOLLOWING INITIAL SURVEY AFTER CONSTRUCTION COMPLETION.
CREST CENTERLINE AT DESIGN ELEVATION OF 18.6 FEET (NAVD 88). ELEVATIONS TO
1. SURVEY SETTLEMENT MARKERS MUST BE LOCATED ALONG THE EMBANKMENT
NOTES:
260+00CSM-10597+50CSM-40
442+50CSM-144257+50CSM-10495+00CSM-39
440+00CSM-143255+00CSM-10392+50CSM-38
437+50CSM-142252+50CSM-10290+00CSM-37
435+00CSM-141250+00CSM-10187+50CSM-36
432+50CSM-140247+50CSM-10085+00CSM-35
430+00CSM-139245+00CSM-9982+50CSM-34
427+50CSM-138242+50CSM-9880+00CSM-33
425+00CSM-137240+00CSM-9777+50CSM-32
422+50CSM-136237+50CSM-9675+00CSM-31
420+00CSM-135235+00CSM-9572+50CSM-30
417+50CSM-134232+50CSM-9470+00CSM-29
415+00CSM-133230+00CSM-9367+50CSM-28
412+50CSM-132227+50CSM-9265+00CSM-27
410+00CSM-131225+00CSM-9162+50CSM-26
407+50CSM-130222+50CSM-9060+00CSM-25
405+00CSM-129220+00CSM-8957+50CSM-24
402+50CSM-128217+50CSM-8855+00CSM-23
400+00CSM-127215+00CSM-8752+50CSM-22
312+50CSM-126212+50CSM-8650+00CSM-21
310+00CSM-125210+00CSM-8547+50CSM-20
307=50CSM-124207+50CSM-8445+00CSM-19
305+00CSM-123142+50CSM-5842+50CSM-18
302+50CSM-122140+00CSM-5740+00CSM-17
300+00CSM-121137+50CSM-5637+50CSM-16
297+50CSM-120135+00CSM-5535+00CSM-15
295+00CSM-119132+50CSM-5432+50CSM-14
292+50CSM-118130+00CSM-5330+00CSM-13
290+00CSM-117127+50CSM-5227+50CSM-12
287+50CSM-116125+00CSM-5125+00CSM-11
285+00CSM-115122+50CSM-5022+50CSM-10
282+50CSM-114120+00CSM-4920+00CSM-9
280+00CSM-113117+50CSM-4817+50CSM-8
277+50CSM-112115+00CSM-4715+00CSM-7
275+00CSM-111112+50CSM-4612+50CSM-6
272+50CSM-110110+00CSM-4510+00CSM-5
270+00CSM-109107+50CSM-4407+50CSM-4
267+50CSM-108105+00CSM-4305+00CSM-3
265+00CSM-107102+50CSM-4202+50CSM-2
262+50CSM-106100+00CSM-410+00CSM-1
Inst. IDInst. IDInst. ID
EMBANKMENT SURVEY SETTLEMENT MARKERS
C-11 SURVEILLANCE AND MONITORING PROGRAM
2. VWPS = VIBRATING WIRE PRESSURE SENSOR (LOW-PRESSURE)
APPROXIMATELY 6 INCHES ABOVE DESIGN INVERT.
1. INSTRUMENT TIP ELEVATION IS BASED UPON DESIGN INVERT ELEVATION. TIP ELEVATION MUST BE
NOTES:
VWPS1.5-35254+99.43C11IMP10-VWPS-1IMP 10
VWPS1.5-35236+99.43C11IMP9-VWPS-1IMP 9
VWPS1.5-35140+98.53C11IMP5-VWPS-1IMP 5
VWPS1.5-3564+27.5C11IMP3-VWPS-1IMP 3
VWPS1.5-3501+66.11C11IMP1-VWPS-1IMP 1
Instrument Type
Tip Elev.
Instrument ID
EMBANKMENT TOE DRAIN MONITORING
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
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 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.
TIME OF INSTALLATION.
ELEVATION AND SCREENED ZONE MUST BE DETERMINED IN THE FIELD AT THE
TYPICAL DESIGN CROSS SECTIONS AND SELECT BORING LOGS. THE FINAL TIP
INSTRUMENT TIP ELEVATION AND SCREENED MATERIAL ARE BASED UPON 2.
FOLLOWING INSTRUMENTATION INSTALLATION.
DOCUMENTS. THE FINAL SURFACE ELEVATIONS SHOULD BE SURVEYED
GROUND SURFACE ELEVATIONS HAVE BEEN ESTIMATED FROM THE DESIGN 1.
GENERAL NOTES
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
CF0077
T Y
P
IC
A L
I N
S T
R U
M E
N T
A T
IO
N
P L
A N
A N
D S
E C
T
IO
N
G
R E
E N
W E
L L
T B
R O
W N
V
S E
V E
R A
N C
E
W W
E B
E R
A1
TYPICAL INSTRUMENTATION CROSS SECTION
D1
TYPICAL INSTRUMENTATION PLAN
RTU/DATA COLLECTOR
STONE TYPE E
PVC PIPE
12" SCH 80 SLOTTED
CHIMNEY SAND (C33 SAND)
RTU/DATA COLLECTOR
MARKER
SURVEY SETTLEMENT
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
CANAL ARMORING
2" CONDUIT (TYP.)
EXISTING GRADE
INSPECTION ROAD
CL D-511 EMBANKMENT
ACCESS ROAD
BENCH
DRAINAGE DITCH
LIMITS OF MUCK EXCAVATION
RTU/DATA COLLECTOR
C11IMPXX-VWPS-1
C11IMPXX-GW-6
C11IMPXX-GW-7
C11IMPXX-VWP-1
C11IMPXX-GW-1
C11IMPXX-GW-4
C11IMPXX-GW-3
C11IMPXX-GW-5
C11IMPXX-PS-1
C11IMPXX-GW-2
C11IMPXX-PS-2
CANAL TOE
TOP OF BANK
RTU/DATA COLLECTOR
(TYP)
VEHICLE BOLLARD
C11IMPXX-GW-6
RTU/DATA COLLECTOR
(TYP)
VEHICLE BOLLARD
C11IMPXX-GW-7C-511 CANAL CL
D
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-40
-20
-40
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
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M B
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S I
D
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
GENERAL NOTESGENERAL NOTES
SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.
SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS. FOR
REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 5.
AND CF0083.
TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS CF0082 4.
AND IZ0045.
RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS IZ0044 3.
INSTRUMENT, REFER TO SHEETS CF0078 THROUGH CF0081.
INSTRUMENTATION MONITORING CROSS-SECTION AND/OR SPECIFIC
GEOMETRY, AND RELATED INFORMATION. FOR SPECIFIC DETAILS ON AN
DEPENDENT UPON SUBSURFACE STRATIGRAPHY, CONSTRUCTED EMBANKMENT
2. INSTRUMENTATION LOCATION IN BOTH SECTION AND PLAN VIEW ARE
INSTRUMENT.
MAY NOT BE INDICATIVE OF THE ELEVATIONS OR LOCATIONS FOR A GIVEN
IDEALIZED FOR A TYPICAL INSTRUMENTATION MONITORING CROSS-SECTION AND
INSTRUMENT ELEVATIONS AND LOCATIONS SHOWN ON THIS SHEET ARE 1.
TYPICAL PLAN AND SECTION
C-511 CANAL
EL. VARIES
EL. VARIES
(TYP.)
PIEZOMETERS
DOWNSTREAM VW
EL. 2.5'
EL. VARIES
EL. 8.0'
D-511 EMBANKMENT
EL. 8.5'
EL. VARIES
EL. 4.0'
EL. 8.5'
EL. VARIES
100' 200'0
N
(HORIZ.)
-20
3H:1V 3H:1V3H:1V
3H:1V 3H:1V
3H:1V
3H:1V
3H:1V
CZ0010
E6
CZ0010
A6
DRAFT
k3endlml Rectangle k3endlml Rectangle
INSTRUMENTATION CROSS SECTION IMP1 - D-511 STA 4+00
C1
INSTRUMENTATION CROSS SECTION IMP2 - D-511 STA 34+49
INSTRUMENTATION CROSS SECTION IMP3 - D-511 STA 65+00
E1
STONE TYPE E CHIMNEY SAND (C33 SAND)STONE TYPE E
C11IMP1C
RTU/DATA COLLECTOR
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
C11IMP1T
RTU/DATA COLLECTOR
S H
E E
T
O F
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
IN
S
T R
U M
E N
T A
T
IO
N C
R O
S S
S E
C T
IO
N
S
CF0078
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
CHIMNEY SAND (C33 SAND)
STONE TYPE E
PVC PIPE
12" SCH 80 SLOTTED
C11IMP2C
RTU/DATA COLLECTOR
C11IMP2T
RTU/DATA COLLECTOR
C11IMP3T
RTU/DATA COLLECTOR
STONE TYPE E
PVC PIPE
12" SCH 80 SLOTTED
CHIMNEY SAND (C33 SAND)
C11IMP3C
RTU/DATA COLLECTOR
MARKER
SURVEY SETTLEMENT
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
CANAL ARMORING
CANAL ARMORING
2" CONDUIT (TYP.)
2" CONDUIT (TYP.)
2" CONDUIT (TYP.)
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
W W
E B
E R
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
PVC PIPE
12" SCH 80 SLOTTED
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-40 -40
-20 -20
0 0
20 20
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-40 -40
-20 -20
0 0
20 20
40 40
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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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
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
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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
(HORIZ.) (VERT.)(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
C-511 CANAL
(TYP.)
PIEZOMETERS
DOWNSTREAM VW
D-511 EMBANKMENT
EL. -8.0' EL. -8.0'
EL. 2.5'
EL. 8.0'EL. 8.0' EL. 8.5'
EL. 1.0'
EL. 8.5'
EL. 4.0'
EL. 0.0'
EL. 1.0'
EL. 8.5'EL. 8.0'
EL. 4.0'
EL. 8.5'
EL. 0.0'
D-511 EMBANKMENT
EL. 2.5'
EL. -15.0'EL. -15.0'
EL. 1.0'
C-511 CANAL
(TYP.)
PIEZOMETERS
DOWNSTREAM VW
C-511 CANAL
EL. -17.0'
EL. -4.0'
(TYP.)
PIEZOMETERS
DOWNSTREAM VW
EL. 2.5'
EL. -4.0'
EL. 8.0'
D-511 EMBANKMENT
EL. 8.5'
EL. 1.5'
EL. 4.0'
EL. 8.5'
EL. 0.0'
P R
O P
R
/W
EL. 1.0'
CF0073
A1
SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.
SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS. FOR
REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.
CF0082 AND CF0083.
TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.
IZ0044 AND IZ0045.
RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.
FOR FURTHER DETAILS.
SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32
BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.
GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS
CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE
PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE
DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE
THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY
THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT
THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.
GENERAL NOTES
CF0073
A1
CF0073
A1
DRAFT
k3endlml Rectangle k3endlml Rectangle
CHIMNEY SAND (C33 SAND)
C11IMP4C
RTU/DATA COLLECTOR
STONE TYPE E
SLOTTED PVC PIPE
12" SCH 80
C11IMP4T
INSTRUMENTATION CROSS SECTION IMP4 - D-511 STA 111+01
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
S H
E E
T
O F
IN
S
T R
U M
E N
T A
T
IO
N C
R O
S S
S E
C T
IO
CF0079
INSTRUMENTATION CROSS SECTION IMP5 - D-511 STA 140+00
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
CHIMNEY SAND (C33 SAND)
MARKER
SURVEY SETTLEMENT
STONE TYPE E
SLOTTED PVC PIPE
12" SCH 80
CANAL ARMORING
(TYP.)
2" CONDUIT
2" CONDUIT (TYP.)
EXISTING GRADE
EXISTING GRADE
C11IMP5T
RTU/DATA COLLECTOR
C11IMP5C
RTU/DATA COLLECTOR
W W
E B
E R
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
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0027 FOR SLURRY WALL
BENTONITE AMENDED SOIL
BENTONITE AMENDED SOIL
INSTRUMENTATION CROSS SECTION IMP8 - D-511 STA 216+00
STONE TYPE E
PVC PIPE
SLOTTED
12" SCH 80
C11IMP8T
RTU/DATA COLLECTOR
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
2" CONDUIT (TYP.)
EXISTING GRADE
C11IMP8C
RTU/DATA COLLECTOR
WALL AND EMBANKMENT DETAILS
SEE SHEET CZ0027 FOR SLURRY
BENTONITE AMENDED SOIL
WALL TRANSITION DETAILS
SEE SHEET CZ0028 FOR SLURRY
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-40 -40
-20 -20
0 0
20 20
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-40 -40
-20 -20
0 0
20 20
40 40
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
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
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S I Z
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S U
B M
IT
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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
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L E
D
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T R
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A N
M A
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.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
EL. 2.0'EL. 1.5'
EL. 8.5'EL. 8.0'
D-511 EMBANKMENT
EL. -17.0'
(TYP.)
PIEZOMETERS
DOWNSTREAM VW
EL. 2.5'
EL. -17.0'
EL. 1.5'
C-511 CANAL
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
EL. 2.0'
EL. 4.0'
EL. 8.5'EL. 8.5'
EL. 1.5'
EL. 8.0'
D-511 EMBANKMENT
EL. -18.0'
(TYP.)
PIEZOMETERS
DOWNSTREAM VW
EL. 2.5'
EL. -3.0'
EL. -18.0'
C-511 CANAL
CF0074
SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.
SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS. FOR
REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.
CF0082 AND CF0083.
TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.
IZ0044 AND IZ0045.
RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.
FOR FURTHER DETAILS.
SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32
BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.
GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS
CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE
PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE
DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE
THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY
THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT
THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.
GENERAL NOTES
CF0074
A1
EL. 6.0'
EL. -35.0'
EL. 8.5'
EL. 4.0'
EL. -35.0'
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0074
A1
C-511 CANAL
D-511 EMBANKMENT
EL. 2.0'
EL. 4.0'
EL. 8.5'
EL. 1.5'
EL. 8.0'
EL. 2.5'
EL. -10.0'EL. -10.0'
EL. 8.5'
PIEZOMETERS (TYP.)
DOWNSTREAM VW
EL. -3.0'
EL. 6.0'
EL. -17.0'
EL. 8.5'
EL. 1.5'
DRAFT
k3endlml Rectangle k3endlml Rectangle
Y P
IC
A
L D
A M
E M
B A
N K
M E
N T
S H
E E
T
O F
IN
S
T R
U M
E N
T A
T
IO
N C
R O
S S
S E
C R
IO
CF0080
INSTRUMENTATION CROSS SECTION IMP9 - D-511 STA 236+00
2" CONDUIT (TYP.)
STONE TYPE E
PVC PIPE
SLOTTED
12" SCH 80
C11IMP9C
RTU/DATA COLLECTOR
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
PIEZOMETERS (TYP.)
DOWNSTREAM VW
EXISTING GRADE
C11IMP9T
W W
E B
E R
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
INSTRUMENTATION CROSS SECTION IMP10 - D-511 STA 256+00
C11IMP10C
RTU/DATA COLLECTOR
C11IMP10T
RTU/DATA COLLECTOR
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
INSTRUMENTATION CROSS SECTION IMP11 - D-511 STA 276+00
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
C11IMP11C
RTU/DATA COLLECTOR
C11IMP11T
RTU/DATA COLLECTOR
CHIMNEY SAND (C33 SAND)STONE TYPE E
SLOTTED PVC PIPE
12" SCH 80
CHIMNEY SAND (C33 SAND)
STONE TYPE E
SLOTTED PVC PIPE
12" SCH 80
EXISTING GRADE
EXISTING GRADE
2" CONDUIT (TYP.)
2" CONDUIT (TYP.)
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
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
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-2
-C -X
X X
X
JA
C
K S
O N
V
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L E
D
IS
T R
IC
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S
A N
M A
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.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
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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
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N
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F O
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O N
S T
R U
C T
IO
N
D-511 EMBANKMENT
C-511 CANAL
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
EL. 1.0'
EL. 4.0'
EL. 8.5'EL. 8.5'EL. 8.0'
EL. 1.5'EL. 2.5'
EL. -7.0'
EL. 1.0'
EL. -7.0'
SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.
SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS. FOR
REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.
CF0082 AND CF0083.
TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.
IZ0044 AND IZ0045.
RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.
FOR FURTHER DETAILS.
SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32
BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.
GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS
CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE
PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE
DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE
THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY
THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT
THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.
GENERAL NOTES
CF0074
A1
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
C-511 CANAL
D-511 EMBANKMENT
EL. 8.5'
EL. 4.0'
EL. 8.5'
EL. 1.5'
EL. 8.0'
EL. 2.5'
EL. -7.0'
EL. 1.5'
EL. -7.0'
PIEZOMETERS (TYP.)
DOWNSTREAM VW
EL. 1.0'
20' 40'0 20' 40'0
EL. 1.0'
EL. 8.5'
EL. 4.0'
EL. 8.5'
EL. 1.5'
PIEZOMETERS (TYP.)
DOWNSTREAM VW
EL. 8.0'
EL. 2.5'
EL. -2.0'EL. -2.0'
EL. -10.0'
D-511 EMBANKMENT
C-511 CANAL
CF0074
A1
CF0073
A1
(HORIZ.) (VERT.)
DRAFT
k3endlml Rectangle k3endlml Rectangle
CF0081
Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
S H
E E
T
O F
IN
S
T R
U M
E N
T A
T
IO
N C
R O
S S
S E
C T
IO
N
S
T G
R E
E N
W E
L L
S
P O
P H
A M
V
S E
V E
R A
N C
E
W W
E B
E
INSTRUMENTATION CROSS SECTION IMP12 - D-511 STA 291+85
EXISTING GRADE
CHIMNEY SAND (C33 SAND)STONE TYPE E
SLOTTED PVC PIPE
12" SCH 80
C11IMP12T
RTU/DATA COLLECTOR
C11IMP12C
RTU/DATA COLLECTOR
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
2" CONDUIT (TYP.)
INSTRUMENTATION CROSS SECTION IMP14 - D-511 STA 422+00
INSTRUMENTATION CROSS SECTION IMP13 - D-511 STA 407+00
BLANKET DRAIN
(C33 SAND)
CHIMNEY SAND
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
CHIMNEY SAND (C33 SAND) BLANKET DRAIN CHIMNEY SAND (C33 SAND)BLANKET DRAIN
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
C11IMP13T
RTU/DATA COLLECTOR
C11IMP13C
RTU/DATA COLLECTOR
TO AVOID ACCESS DRIVE)
(LOCATED AT STA 422+30
C11IMP14T
RTU/DATA COLLECTOR
C11IMP14C
RTU/DATA COLLECTOR
UNDER SOIL-CEMENT
UPSTREAM PRESSURE SENSORS
2" CONDUIT (TYP.)
2" CONDUIT (TYP.)
FOR RTU PLACEMENT REFERENCE
CANAL BOTTOM SHOWN AT STATION 422+30
PIEZOMETERS (TYP.)
DOWNSTREAM VW
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
-20 -20
0 0
20 20
40 40
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
-20 -20
0 0
20 20
40 40
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US Army Corps
U .S
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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
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SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.
SENSOR, AND SURVEY SETTLEMENT MARKER SPECIFICATIONS. FOR
REFER TO SPECIFICATION SECTION 31 75 00 FOR PIEZOMETER, PRESSURE 4.
CF0082 AND CF0083.
TYPICAL INSTRUMENT INSTALLATION DETAILS ARE SHOWN ON SHEETS 3.
IZ0044 AND IZ0045.
RTU/DATA COLLECTOR INSTALLATION DETAILS ARE SHOWN ON SHEETS 2.
FOR FURTHER DETAILS.
SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32
BETWEEN BORINGS ARE UNKNOWN AND MAY DIFFER FROM THOSE SHOWN.
GENERALLY BASED ON STRAIGHT LINE INTERPOLATION. ACTUAL CONDITIONS
CONDITIONS AT THE BORING LOCATIONS. STRATIGRAPHY SHOWN ARE
PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE
DIFFER FROM THOSE OCCURRING AT THE BORING LOCATIONS. ALSO, THE
THE SPECIFIC TIME OF DRILLING. CONDITIONS AT OTHER LOCATIONS MAY
THIS DRAWING DEPICT APPROXIMATE SUBSURFACE CONDITIONS ONLY AT
THE SUBSURFACE STRATIGRAPHY AND RELATED INFORMATION SHOWN ON 1.
GENERAL NOTES
20' 40'0 20' 40'0CF0073
A1
D-511 EMBANKMENTC-511 CANAL
EL. -0.5'
EL. -15.0'
EL. 8.0' EL. 8.5'
EL. 2.5'
EL. 4.0'
EL. 8.5'
EL. 2.5'
EL. -15.0'
EL. 2.5'
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
C-514 CANAL
D-511 ESA EMBANKMENT
PIEZOMETERS (TYP.)
DOWNSTREAM VW
D-511 ESA EMBANKMENT
EL. 0.0'
EL. 8.5'
EL. 1.5'
EL. 8.0'
EL. 2.5'
EL. -15.0'
EL. -3.0'EL. 0.0'
EL. 8.5'
EL. 4.0'
EL. 0.0'
EL. 8.5'
EL. 4.0'
EL. 8.5'
EL. 1.5'
EL. 8.0'
EL. -2.5' EL. -3.0'
EL. 0.0'
EL. -15.0'
CF0073
A1
CF0074
A1
D-511 ESA EMBANKMENT
DRAFT
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SURVEY SETTLEMENT MARKER DETAIL
SURVEY SETTLEMENT MARKER INSTALLATION DETAIL
E3
VIBRATING WIRE PRESSURE SENSOR INSTALLATION DETAIL
E6
A3
6"
6" 6" 30" DIA
6'-0" DIA
60" DIA
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®of Engineers
US Army Corps
U .S
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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
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BRASS/BRONZE
3-1/2 INCH DIAMETER
RECESSED LETTERS
A
YEAR
GENCY
SIHT
M
A R
K
MAR
K
F O
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IS
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RU
BING
S
U
RVEY
SCALE: NTS SCALE: NTS
FI
NEORIPRISO
N M E
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DESIGN
AT
I
ON
O R
M
P S
O
F
ENGINEERS-
U .S
.A R
M Y
12.0"
2.0'
FINAL GRADE
FLUSH WITH SURFACE
COUNTERSINK DISK
RECOMMENDATION
GROUT PER MANUFACTURER'S
RECOMMENDATION
AND DEPTH PER MANUFACTURER'S
DRILL HOLE DIAMETER
3,000 PSI CONCRETE (MIN)
MANUFACTURER'S RECOMMENDATIONS FOR GROUTING.
DRILLING INTO EXISTING CONCRETE AND FOLLOWING
CONCRETE WORK. INSTALLATION MAY BE COMPLETED BY
OVERFLOW SPILLWAY DOES NOT REQUIRE ADDITIONAL
CONCRETE PORTION OF THE EMBANKMENT, SUCH AS THE
1. SURVEY SETTLEMENT MARKER INSTALLATION WITHIN A
NOTE:
CABLE
VIBRATING WIRE
SCALE: NTS
SCALE: NTS
8"
STANDPIPE PIEZOMETER DETAIL
TYPICAL FLUSHMOUNT OPEN
SPECIFICATION SECTION 31 75 00.
PIEZOMETER SCREEN DIMENSIONS MUST BE IN ACCORDANCE WITH 4.
MUST BE CONSISTENT WITH DETAIL A5 ON SHEET CZ0001.
CENTERLINE OF THE STANDPIPE PROTECTIVE CASING. BOLLARD CONSTRUCTION
MINIMUM OF THREE BOLLARDS SPACED EQUIDISTANT APART AND 3'-6" FROM THE
ABOVE GRADE OPEN STANDPIPE PIEZOMETERS MUST BE PROTECTED BY A 3.
EACH LOCATION.
BELOW THE CORRESPONDING VIBRATING WIRE PIEZOMETER TIP ELEVATION AT
ELEVATION MUST BE A MINIMUM OF 6 INCHES THE STANDPIPE PIEZOMETER TIP 2.
ON SHEET CF0075 AND CF0076.
THE CORRESPONDING INSTRUMENT AS LISTED IN THE INSTRUMENTATION TABLES
BE INSTALLED AT THE TIP ELEVATION FOR THE VIBRATING WIRE PIEZOMETER MUST 1.
8"
STANDPIPE PIEZOMETER DETAIL
TYPICAL ABOVE GRADE OPEN
SCALE: NTS
:PIEZOMETER NOTES
GROUND SURFACE
PIEZOMETER CABLE
VIBRATING WIRE
FLUSHMOUNT MANHOLE
CONCRETE PAD
GROUT
PVC PIPE
2" DIA. SCH. 40
BENTONITE SEAL
SAND
SCREEN
NO. 10 SLOT WELL
RTU/DATA COLLECTOR
2" DIA. CONDUIT TO
V A
R
IE
S V
A R
IE
S
M
IN
6" MIN.
6" MIN.
V A
R
IE
S V
A R
IE
S
6" MIN.
6" MIN.
M
IN
PROTECTIVE CASING
PIEZOMETER CABLE
VIBRATING WIRE
RTU/DATA COLLECTOR
2" DIA. CONDUIT TO
GROUND SURFACE
CONCRETE PAD
GROUT
PVC PIPE
2" DIA. SCH. 40
BENTONITE SEAL
SAND
SCREEN
NO. 10 SLOT WELL
LOCATIONS.
1. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER INSTALLATION
NOTE:
MANHOLE SECTIONS
PRECAST CONCRETE
BASE
CONCRETE
6"
PRESSURE SENSOR
VIBRATING WIRE
SEE DETAIL E6 ON SHEET CZ0016 FOR MANHOLE DETAILS.2.
SEE SHEET CF0076 FOR STRUCTURE LOCATIONS.1.
NOTE:
RTU/DATA COLLECTOR
2" DIA CONDIUT TO
DRAFT
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PRESSURE-SENSORS UNDER SOIL-CEMENT INSTALLATION DETAIL
F1
TYPICAL INSTRUMENT CONDUIT EMBANKMENT INSTALLATION DETAIL
F5
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®of Engineers
US Army Corps
U .S
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J O
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U R
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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
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SCALE: NTS
1' MAX.
TIP ELEV. (NOTE 1)
:NOTES
EXISTING GROUND SURFACE
TRENCH TO RTU/DATA COLLECTOR
GREATER THAN 6" LIFTS
BACKFILL HAND TAMPED IN NO
EXCAVATED MATERIAL USED AS
SCALE: NTS
:NOTES
GEOTEXTILE FABRIC
2" CONDUIT
18" THICK SOIL-CEMENT
EMBANKMENT FILL
18" THICK SOIL-CEMENT
2%
2" CONDUIT
SCALE: NTS
:NOTE
SEE SHEET CZ0018
STONE TYPE E,
TRENCHED EXCAVATION A MINIMUM OF 1 FOOT BELOW THE GROUND SURFACE.
VIBRATING WIRE CABLES TO BE INSTALLED THROUGH 2" PVC CONDUIT. PVC CONDUIT MUST BE INSTALLED WITHIN 2.
AND CF0076.
VIBRATING WIRE PIEZOMETERS MUST BE INSTALLED TO THE CORRESPONDING TIP ELEVATION AS SHOWN ON CF0075 1.
9" THICK SOIL-CEMENT
2. STONE TYPE E MUST BE HAND TAMPED AROUND THE PVC CONDUIT TO THE DESIGNATED LIFT THICKNESS.
WITHIN STONE TYPE E LAYER BENEATH THE SOIL-CEMENT.
1. VIBRATING WIRE CABLES TO BE INSTALLED THROUGH 2" PVC CONDUIT. PVC CONDUIT MUST BE INSTALLED
DOWNSTREAM EMBANKMENT SLOPES.
LAYER ON THE UPSTREAM SLOPE. ADDITIONALLY, THE CONDUIT MUST BE INSTALLED ONE FOOT BELOW THE SURFACE OF
THE CONDUIT MUST BE INSTALLED TWO FEET BELOW THE CREST ROADWAY AND THEN FIELD FIT TO ALIGN WITH STONE TYPE E 2.
LAYER MUST BE CONSTRUCTED IN ACCORDANCE WITH ORIGINAL SPECIFICATIONS FOR CREST ROAD CONSTRUCTION.
EXCAVATED MATERIAL USED AS BACKFILL HAND TAMPED IN NO GREATER THAN 6" LIFTS, EXCEPT FOR SOIL-CEMENT. SOIL-CEMENT 1.
SEE SHEET CZ0018
STONE TYPE E,
GEOTEXTILE FABRIC
DRAFT
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EXISTING GRADE
TOP OF MUCK BACKFILL EL. 4.0'
TOP OF MUCK BACKFILL EL 4.0'
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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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O R
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F
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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
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-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-300 -200 -100 0 100 200 300
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
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
100' 200'0
100' 200'0 10' 20'0
(NGS PID #AD8107). NGVD29 = NAVD88 +1.49' (FT) FOR THIS LOCATION.
VERTICAL DATUM OF 1988 (NAVD88) AND GEOID12B. BENCH MARK "Y 408"
THE ELEVATIONS SHOWN HEREIN ARE BASED ON THE NORTH AMERICA1.
GENERAL NOTES
N
3E
ENLARGED PLAN OF CENTRAL LAKE
1"=100'SCALE:
CENTRAL LAKE CROSS SECTION
A5
CENTRAL LAKE CROSS SECTION
(HORIZ)
(HORIZ) (VERT)
100' 200'0 10' 20'0
EXISTING WATER SURFACE EL 3.8'
BACKFILL NOTES
CD0001
A1
CF0084
E3
CF0084
E3
USED AS BORROW PIT BACKFILL.
SEE SHEETS C-0004 & C-0005 FOR RESTRICTED USE MUCK AREAS NOT TO BE 9.
OFFICER.
TO THE OWNER’S ENGINEER REVIEW AND APPROVAL OF THE CONTRACTING
USED TO PERFORM THE BACKFILL DEPTH MEASUREMENTS WILL BE SUBJECT
SMALLER) TO ENSURE UNIFORM PLACEMENT OF MATERIAL. THE METHODS
EVERY 50,000 CUBIC YARDS OR FIVE FEET IN LIFT THICKNESS (WHICHEVER IS
THE CONTRACTOR MUST CHECK THE DEPTH OF BACKFILL PLACEMENT 8.
ARE NOT IMPEDED.
ON A WEEKLY INTERVAL OR AS NEEDED SUCH THAT THE BACKFILL EFFORTS
DURING THE BACKFILLING PROCESS. THIS MATERIAL SHOULD BE REMOVED
OFFSITE ORGANIC MATERIAL WHICH MAY FLOAT TO THE WATER SURFACE
THE CONTRACTOR MUST BE PREPARED TO HANDLE AND DISPOSE OF 7.
THE OWNER.
STANDARD D7263 AND FROM AN ACCREDITED LABORATORY APPROVED BY
YARDS. THE LABORATORY TESTING MUST BE IN ACCORDANCE WITH ASTM
THE WET UNIT WEIGHT OF THE MUCK WILL BE CHECKED EVERY 25,000 CUBIC 6.
ADDITIONAL DETAIL.
REFER TO CLSM SPECIFICATION 03 34 00 LOW STRENGTH MATERIAL FOR 5.
PLACEMENT.
CONTRACTOR MAY ELECT TO MIX THE MUCK WITH CLSM PRIOR TO
IF THE WET UNIT WEIGHT OF THE MUCK IS LESS THAN 70 PCF, THE 4.
THICKNESS TO THE SURROUNDING EDGES.
THAT THE CENTER OF THE LAKE/PIT CAN BE BACKFILLED IN SIMILAR LIFT(S)
CONSIDER A FLOATING CONVEYOR SYSTEM (OR SIMILAR METHOD) SUCH
PLACED IN UNIFORM LIFTS. THIS MAY REQUIRE THE CONTRACTOR TO
THE MUCK MUST HAVE A MINIMUM WET UNIT WEIGHT OF 70 PCF AND BE 3.
BRANCHES, ETC.) FROM THE MUCK PRIOR TO PLACEMENT.
LARGE (GREATER THAN 4-INCH DIA) ORGANIC MATERIAL (WOOD, GRASS,
EXTRA HANDLING OF THE BACKFILL MATERIAL TO REMOVE DEBRIS AND
THE CONTRACTOR MUST BE PREPARED TO PERFORM SORTING AND/OR 2.
ONSITE MUCK TO THE GRADES AND SLOPES SHOWN ON THIS DRAWING.
CONTRACTOR MUST BACKFILL THE BORROW PIT AND CENTRAL LAKE WITH 1.
PILOT TESTING REQUIREMENTS
VERSUS PLAN TO THE GOVERNMENT WEEKLY.
MEASUREMENTS OF PLACED FILL, AND CONSTRUCTION METHODS USED
REPORT UNIT WEIGHT TEST RESULTS OF MUCK PLACED, DEPTH
DURING PRODUCTION PLACEMENT CONTRACTOR MUST COLLECT AND 6.
NO ADDITIONAL COST TO THE GOVERNMENT.
TO ACHIEVE BACKFILL PLACEMENT OBJECTIVES MUST BE IMPLEMENTED AT
APPROACH AND / OR REVISIONS TO MATERIALS, EQUIPMENT OR ADDITIVES
PRODUCTION PLACEMENT. REQUIRED REVISIONS TO PLACEMENT
THE PILOT TEST BEFORE THE CONTRACTOR CAN PROCEED WITH
THE CONTRACTING OFFICER MUST REVIEW AND APPROVE THE RESULTS OF 5.
GOVERNMENT.
PLACEMENT PROVIDE ALL LABORATORY AND FIELD TEST RESULTS TO THE
GOVERNMENT WEEKLY. IF A MIX DESIGN IS REQUIRED TO ACHIEVE BACKFILL
FILL, AND CONSTRUCTION METHODS USED VERSUS PLAN TO THE
MUCK PLACED DURING THE PILOT TEST, DEPTH MEASUREMENTS OF PLACED
CONTRACTOR MUST COLLECT AND REPORT UNIT WEIGHT TEST RESULTS OF 4.
NOT SINK UNDER SELF-WEIGHT.
IN LIGHTER ORGANIC MATERIALS THAT FLOAT ON THE WATER SURFACE AND
MUST BE PREPARED TO ADDRESS SEGREGATION OF THE MUCK RESULTING
DO NOT INDUCE HARM TO GROUNDWATER RESOURCES. THE CONTRACTOR
WEIGHT OF THE MUCK BACKFILL VIA ADMIXTURES AND AMENDMENTS THAT
CASE, THE CONTRACTOR MUST BE PREPARED TO INCREASE THE UNIT
PIT TO EXISTING GROUND SURFACE ELEVATIONS. SHOULD THAT NOT BE THE
FOR PLACEMENT OF MUCK BACKFILLING CENTRAL LAKE AND THE BORROW
IT IS ASSUMED THAT UNIT WEIGHT ALONE WILL PROVIDE SUFFICIENT MEANS 3.
BORROW PIT FROM GROUND SURFACE IS NOT AN ACCEPTABLE APPROACH.
PLACEMENT APPROACH. PUSHING BACKFILL INTO CENTRAL LAKE OR THE
EQUIPMENT, MATERIALS, FILL AMENDMENTS IF NECESSARY, MIXING AND
CONTRACTORS PROPOSED APPROACH FOR FILL PLACEMENT, PROPOSED
GOVERNMENT REVIEW. THE BACKFILLING PLAN MUST PRESENT THE
MATERIAL INTO CENTRAL LAKE BEFORE INITIATING THE PILOT TEST FOR
CONTRACTOR MUST PROVIDE A BACKFILLING PLAN FOR PLACEMENT OF 2.
CENTRAL LAKE AND THE BORROW PIT.
WILL BE APPLICABLE TO BACKFILL PLACEMENT REQUIREMENTS FOR BOTH
BORROW PIT AND CENTRAL LAKE AREA. THE RESULTS OF THE PILOT TEST
METHODS USED AND DETERMINE IF IT IS A VIABLE OPTION TO BACKFILL THE
ENGINEER WILL BE PRESENT DURING THE PILOT TEST TO OBSERVE THE
METHODS TO BE USED DURING THE BACKFILLING PROCESS. THE OWNER’S
(PRIOR TO CONSTRUCTION) TO ESTABLISH THE SUCCESSFUL MEANS AND
CONTRACTOR AT AND ON THE BACKFILL TO BE PLACED INTO CENTRAL LAKE
A PILOT TEST OF 50,000 CUBIC YARDS MUST BE PERFORMED BY THE 1.
A1
CF0084
A5
CF0084
DRAFT
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BORROW PIT CROSS SECTION
TOP OF MUCK BACKFILL EL. 4.0'
BACKFILL EL. 4.0'
TOP OF MUCK
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®of Engineers
US Army Corps
U .S
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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
C O
N T
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-500 -400 -300 -200 -100 0 100 200 300 400
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0 0
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-100 0 100
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-10 -10
0 0
10 10
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
F2
BORROW PIT PLAN
100' 200'0 10' 20'0
100' 200'0 10' 20'0
(HORIZ) (VERT)
100' 200'0
N
(HORIZ)
C6
BORROW PIT CROSS SECTION
CD0002
CF0085
F2
CF0085
F2
(NGS PID #AD8107). NGVD29 = NAVD88 +1.49' (FT) FOR THIS LOCATION.
VERTICAL DATUM OF 1988 (NAVD88) AND GEOID12B. BENCH MARK "Y 408"
THE ELEVATIONS SHOWN HEREIN ARE BASED ON THE NORTH AMERICA1.
GENERAL NOTES
BACKFILL NOTES
USED AS BORROW PIT BACKFILL.
SEE SHEETS C-0004 & C-0005 FOR RESTRICTED USE MUCK AREAS NOT TO BE 9.
OFFICER.
TO THE OWNER’S ENGINEER REVIEW AND APPROVAL OF THE CONTRACTING
USED TO PERFORM THE BACKFILL DEPTH MEASUREMENTS WILL BE SUBJECT
SMALLER) TO ENSURE UNIFORM PLACEMENT OF MATERIAL. THE METHODS
EVERY 50,000 CUBIC YARDS OR FIVE FEET IN LIFT THICKNESS (WHICHEVER IS
THE CONTRACTOR MUST CHECK THE DEPTH OF BACKFILL PLACEMENT 8.
ARE NOT IMPEDED.
ON A WEEKLY INTERVAL OR AS NEEDED SUCH THAT THE BACKFILL EFFORTS
DURING THE BACKFILLING PROCESS. THIS MATERIAL SHOULD BE REMOVED
OFFSITE ORGANIC MATERIAL WHICH MAY FLOAT TO THE WATER SURFACE
THE CONTRACTOR MUST BE PREPARED TO HANDLE AND DISPOSE OF 7.
BY THE OWNER.
ASTM STANDARD D7263 AND FROM AN ACCREDITED LABORATORY APPROVED
CUBIC YARDS. THE LABORATORY TESTING MUST BE IN ACCORDANCE WITH
THE WET UNIT WEIGHT OF THE MUCK MUST BE CHECKED EVERY 25,000 6.
ADDITIONAL DETAIL.
REFER TO CLSM SPECIFICATION 03 34 00 LOW STRENGTH MATERIAL FOR 5.
PLACEMENT.
CONTRACTOR MAY ELECT TO MIX THE MUCK WITH CLSM PRIOR TO
IF THE WET UNIT WEIGHT OF THE MUCK IS LESS THAN 70 PCF, THE 4.
THICKNESS TO THE SURROUNDING EDGES.
THAT THE CENTER OF THE LAKE/PIT CAN BE BACKFILLED IN SIMILAR LIFT(S)
CONSIDER A FLOATING CONVEYOR SYSTEM (OR SIMILAR METHOD) SUCH
PLACED IN UNIFORM LIFTS. THIS MAY REQUIRE THE CONTRACTOR TO
THE MUCK MUST HAVE A MINIMUM WET UNIT WEIGHT OF 70 PCF AND BE 3.
BRANCHES, ETC.) FROM THE MUCK PRIOR TO PLACEMENT.
LARGE (GREATER THAN 4-INCH DIA) ORGANIC MATERIAL (WOOD, GRASS,
EXTRA HANDLING OF THE BACKFILL MATERIAL TO REMOVE DEBRIS AND
THE CONTRACTOR MUST BE PREPARED TO PERFORM SORTING AND/OR 2.
ONSITE MUCK TO THE GRADES AND SLOPES SHOWN ON THIS DRAWING.
CONTRACTOR MUST BACKFILL THE BORROW PIT AND CENTRAL LAKE WITH 1.
PILOT TESTING REQUIREMENTS
VERSUS PLAN TO THE GOVERNMENT WEEKLY.
MEASUREMENTS OF PLACED FILL, AND CONSTRUCTION METHODS USED
REPORT UNIT WEIGHT TEST RESULTS OF MUCK PLACED, DEPTH
DURING PRODUCTION PLACEMENT CONTRACTOR MUST COLLECT AND 6.
NO ADDITIONAL COST TO THE GOVERNMENT.
TO ACHIEVE BACKFILL PLACEMENT OBJECTIVES MUST BE IMPLEMENTED AT
APPROACH AND / OR REVISIONS TO MATERIALS, EQUIPMENT OR ADDITIVES
PRODUCTION PLACEMENT. REQUIRED REVISIONS TO PLACEMENT
THE PILOT TEST BEFORE THE CONTRACTOR CAN PROCEED WITH
THE CONTRACTING OFFICER MUST REVIEW AND APPROVE THE RESULTS OF 5.
GOVERNMENT.
PLACEMENT PROVIDE ALL LABORATORY AND FIELD TEST RESULTS TO THE
GOVERNMENT WEEKLY. IF A MIX DESIGN IS REQUIRED TO ACHIEVE BACKFILL
FILL, AND CONSTRUCTION METHODS USED VERSUS PLAN TO THE
MUCK PLACED DURING THE PILOT TEST, DEPTH MEASUREMENTS OF PLACED
CONTRACTOR MUST COLLECT AND REPORT UNIT WEIGHT TEST RESULTS OF 4.
NOT SINK UNDER SELF-WEIGHT.
IN LIGHTER ORGANIC MATERIALS THAT FLOAT ON THE WATER SURFACE AND
MUST BE PREPARED TO ADDRESS SEGREGATION OF THE MUCK RESULTING
DO NOT INDUCE HARM TO GROUNDWATER RESOURCES. THE CONTRACTOR
WEIGHT OF THE MUCK BACKFILL VIA ADMIXTURES AND AMENDMENTS THAT
CASE, THE CONTRACTOR MUST BE PREPARED TO INCREASE THE UNIT
PIT TO EXISTING GROUND SURFACE ELEVATIONS. SHOULD THAT NOT BE THE
FOR PLACEMENT OF MUCK BACKFILLING CENTRAL LAKE AND THE BORROW
IT IS ASSUMED THAT UNIT WEIGHT ALONE WILL PROVIDE SUFFICIENT MEANS 3.
BORROW PIT FROM GROUND SURFACE IS NOT AN ACCEPTABLE APPROACH.
PLACEMENT APPROACH. PUSHING BACKFILL INTO CENTRAL LAKE OR THE
EQUIPMENT, MATERIALS, FILL AMENDMENTS IF NECESSARY, MIXING AND
CONTRACTORS PROPOSED APPROACH FOR FILL PLACEMENT, PROPOSED
GOVERNMENT REVIEW. THE BACKFILLING PLAN MUST PRESENT THE
MATERIAL INTO CENTRAL LAKE BEFORE INITIATING THE PILOT TEST FOR
CONTRACTOR MUST PROVIDE A BACKFILLING PLAN FOR PLACEMENT OF 2.
CENTRAL LAKE AND THE BORROW PIT.
WILL BE APPLICABLE TO BACKFILL PLACEMENT REQUIREMENTS FOR BOTH
BORROW PIT AND CENTRAL LAKE AREA. THE RESULTS OF THE PILOT TEST
METHODS USED AND DETERMINE IF IT IS A VIABLE OPTION TO BACKFILL THE
ENGINEER WILL BE PRESENT DURING THE PILOT TEST TO OBSERVE THE
METHODS TO BE USED DURING THE BACKFILLING PROCESS. THE OWNER’S
(PRIOR TO CONSTRUCTION) TO ESTABLISH THE SUCCESSFUL MEANS AND
CONTRACTOR AT AND ON THE BACKFILL TO BE PLACED INTO CENTRAL LAKE
A PILOT TEST OF 50,000 CUBIC YARDS MUST BE PERFORMED BY THE 1.
C1
CF0085
C6
CF0085
DRAFT
k3endlml Rectangle k3endlml Rectangle
CB-006
CP05-BCWPA-
CP06-BCWPA-CB-0051
CP18-BCWPA-CB-09
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CF1901
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S-500A
CONSTRUCTION LIMITS
THIS SHEET
TOE OF SLOPE
TOE OF SLOPE
TOE OF SLOPE
CONSTRUCTION LIMITS
S-500A UNGATED CULVERT (SEE NOTE 1)
L-514 LEVEE
EL -1.0'
EL -0.5'
23'
7'
EL 7.62
EL 7.30
EL 6.40
EL 3.33
EL 3.33
EL 3.33
EL 6.68
EL 7.30
EL 7.02
EL 7.02
EL 7.3
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
WALKWAY STA 658+76.4
CL STILLING WELL
MATCH EXISTING
STRUCTURE ALIGNMENT START844,573.89640,686.2717
VERTICAL TRANSITION844,608.55640,594.8816
CORNER OF RIPRAP844,599.42640,608.7915
CORNER OF RIPRAP844,594.21640,628.7814
CORNER OF RIPRAP844,553.71640,628.3613
CORNER OF RIPRAP844,539.42640,608.1712
END CURVE844,544.96640,585.0311
BEGIN CURVE844,554.06640,594.2810
END TRANSITION844,389.34640,714.909
BEGIN TRANSITION844,372.02640,739.018
END CURVE844,595.47640,506.487
BEGIN CURVE844,545.26640,555.676
VERTICAL TRANSITION844,513.09640,607.905
END CURVE844,419.10640,606.944
BEGIN CURVE844,393.88640,630.593
STA 11+02.78
CL SOUTH END STRUCTURE
844,574.43640,583.492
STA 10+66.37
CL NORTH END STRUCTURE
844,574.05640,619.901
DESCRIPTIONEASTINGNORTHINGPOINT
EL. 6.68
EL 6.68
EL 6.68
EL. 7.62 EL. 6.68
EL 6.40
EL 6.68
L-512 LEVEE
R
EL 6.4
EL 7.3
BEGIN ROAD TRANSITION STA 659+42.94
END ROAD TRANSITION STA 660+42.94
CL S-500A
STA 11+00
EL 4.3'
EL 7.0
EL 7.0
.7
R
DESCRIPTIONEASTINGNORTHINGPOINT
END TRANSITION844,891.68640,511.4621
BEGIN TRANSITION844,791.71640,508.5020
VERTICAL TRANSITION844,594.67640,594.7419
STRUCTURE ALIGNMENT END844,574.97640,486.2818
10'
EL 6.0
EL -1.0
EL -1.0
.8
+00
653+00
654+00
+00
10+00
12+00
11+00
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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
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R A
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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
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N D
M E
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A N
D M
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N S
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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
30' 60'0
MITIGATION AREA "A"
H :1
V
H :1
V
3H:1V
3H:1V3H:1V
DURING CONSTRUCTION.
AROUND S-500A TO MAINTAIN STORMWATER FLOW THROUGH CANAL A/5
A TEMPORARY STORMWATER BYPASS FOR CANAL A/5 WILL BE REQUIRED 5.
AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER.
SECTION 31 52 10 DEWATERING AND COFFERDAM. DESIGN MUST BE SIGNED
SYSTEM DESIGN FOR REVIEW IN ACCORDANCE WITH SPECIFICATION
4. CONTRACTOR MUST PROVIDE A TEMPORARY COFFERDAM AND DEWATERING
GEOGRID MUST EXTEND A MINIMUM OF 5' BEYOND LIMITS OF THE CULVERTS.
LAYER OR AS RECOMMENDED BY CULVERT MANUFACTURER. BIAXIAL
LAYER 6" ABOVE TOP OF CULVERT AND SECOND LAYER 12" ABOVE THE FIRST
DISTRIBUTE ROADWAY LOADING AT SHALLOW CULVERT COVER. PLACE FIRST
TWO LAYERS OF BIAXIAL GEOGRID MUST BE PLACED ABOVE S-500A TO 3.
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.2.
REFER TO SHEETS S-2101 AND S-2102 FOR STRUCTURAL DETAILS1.
GENERAL NOTES
3H:1V
C-512 CANAL
EL -0.5
3H:1V
3H:1V
H :1
V
2%
(HORIZ.)
2%
3H:1V
2%
FLOW
SHEET KEYNOTES
POINT TABLE
H :1
V
3H:1V
2%
CONFLICTS WITH OTHER POSTS.
CENTER MID POST BETWEEN CULVERTS AND SPAN TO AVOID CULVERT
SECURITY FENCE INSTALLED BEHIND HEADWALL SEE DETAIL E1 SHEET CZ0007. 8.
AND CLOSE GAP TO THE SIDE OF STILLING WELL.
USE DETAIL D1 SHEET CZ0008 TO AVOID FOUNDATION CONFLICT WITH CULVERT
SECURITY FENCE INSTALLED BEHIND HEADWALL SEE DETAIL E1 SHEET CZ0007. 7.
ACCESS ON SHALLOW COVER CULVERTS.
LOCATED WITH GOVERNMENT REPRESENTATIVE TO ELIMINATE VEHICULAR
ACCESS RESTRICTION BOLLARDS (SEE SHEET CZ0001). NINE TOTAL TO BE 6.
STONE TYPE D STONE MIN. 2' DEPTH (SEE SHEET CZ0025)5.
3-POLE MOUNT RTU (SEE SHEETS IZ0044 & IZ0048)4.
VEHICLE BOLLARD (SEE SHEET CZ0001)3.
STAFF GAUGE (SEE SHEET IZ0020)2.
WALKWAY STILLING WELL (SEE SHEETS IZ0030 AND SZ0017-SZ0018)1.
3H:1V
2%0%
:1 V
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A1/C-0002
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