01_DRAFT_CNT2_Plans_4Civil_Part32.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This file contains engineering drawings and construction details for the Comprehensive Everglades Restoration Plan's Broward County Water Preserve Areas Contract 2 project. The drawings include detailed specifications for various structures including boat ramps, drainage systems, embankments, and water control features.
The drawings provide specific technical information about canal armoring, wave break rib protection, muck removal, drainage swales, vehicle barrier gates, security fencing, and pavement details. Key structural elements shown include concrete manholes, drainage outlets, slurry walls, filter drains, and soil-cement slopes. The drawings contain precise measurements, elevations, and cross-sections for features like the C-511 Canal, D-511 Embankment, internal inspection roads, and toe drains. Construction notes specify requirements for materials like stone types, geotextile fabric, PVC pipes, and riprap. The drawings include both plan views and detailed section views with comprehensive annotations for construction guidance.
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CP06-BCWPA-CB-0076
W W
E B
E R
S
IT
E W
O R
K
S -5
E N
L A
R G
E D
P L
A N
CF1911
S
P O
P H
A M
V
S E
V E
R A
N C
E
J
B
U R
K
TOE OF SLOPE
5' DIAMETER MANHOLE
12" SCH 80 SLOTTED PVC PIPE
12" PVC PIPE TO CANAL
TOE OF SLOPE
CL C-511 CANAL
EL -12.5
EL -12.5
EL 6.0
EL 6.0
CREST AND INTERNAL SLOPE)
D-511 EMBANKMENT (SOIL-CEMENT
PVC PIPE (TYP)
12" SLOTTED
DRAINAGE SWALE TO CANAL (TYP)
12" RCP (TYP)
HEADWALL (TYP)
CLEANOUT (TYP)UNGATED CULVERT
S-509
14' 14'
THIS SHEET
CENTERLINE WITH CLEANOUT
10' ON EITHER SIDE OF S-509
TERMINATE 12" SLOTTED PIPE AT
41'41'
EL 1.0
6.7%
EL 18.8
EL 3.5
EL 6.0
R 7.5'
EL 18.52
EL 18.52
EL 18.52
EL 11.5
EL 18.8
21'16' 8' 31' 8'
END CURVE844,384.21635,592.0820
BEGIN CURVE843,998.36635,580.1519
RADIUS844,200.31635,698.0718
RADIUS844,181.31635,697.9817
BOTTOM OF RAMP844,235.58635,411.7416
BOTTOM OF RAMP844,148.93635,411.3115
TOP OF RAMP844,272.26635,463.9314
TOP OF RAMP844,111.73635,463.1313
BEGIN TRANSITION844,256.01635,513.8512
END TRANSITION844,127.48635,513.2111
END TRANSITION844,271.88635,538.9210
END CURVE844,271.85635,546.429
BEGIN CURVE844,226.56635,591.308
END CURVE844,156.19635,590.957
BEGIN CURVE844,111.32635,545.626
BEGIN TRANSITION844,111.35635,538.125
CENTER DEBRIS BARRIER PILE844,207.74635,433.504
CENTER DEBRIS BARRIER PILE844,176.46635,451.263
STA 12+52.43
CL SOUTH END STRUCTURE
844,191.58635,545.692
STA 10+99.77
CL NORTH END STRUCTURE
844,190.81635,698.361
DESCRIPTIONEASTINGNORTHINGPOINT
TRANSITION (SEE CF0021 & CF0022)
CANAL BOTTOM WIDTH AND ELEVATION
EL 11.5
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 ESA EMBANKMENT
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 ESA EMBANKMENT
EL 18.8
EL 11.5
EL 11.5
7'
EL 1.0
EL 9.5
EL 3.5
3H:1V
3H:1V
CL S-509
DRAIN
CHIMNEY
3 FT
DRAIN
CHIMNEY
3 FT
(TYP)
3H:1V
.5
R
.5
R
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
' 1
R
R
(TYP – EVERY 250 FT)
SURVEY SETTLEMENT MARKER
DESCRIPTIONEASTINGNORTHINGPOINT
STRUCTURE ALIGNMENT START844,190.31635,798.1224
STRUCTURE ALIGNMENT END844,191.82635,498.1323
BEGIN CURVE844,286.12635,491.6022
END CURVE844,097.64635,480.6521
SLOPE VARIES 3H:1V MAX
3H:1V MAX
SLOPE VARIES
4 3
EL 4.0
EL 4.3
EL 4.3
EL 4.0
7'7'
C DRAINAGE DITCH
C DRAINAGE DITCH
45.1' R
.1
R
D
10+00
11+00
12+00
13+00
4+
5+
6+
7+
8+
9+
400+00
401+00
442+00
443+00
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SHEET ID
®of Engineers US Army Corps
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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
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SW 26TH ST
GRIFFIN ROAD
N
1A S-509 30' 60'0
(HORIZ.)
N
SLURRY WALL & FILTER TRANSITION DETAILS.
SLURRY WALL NOT SHOWN FOR CLARITY. SEE SHEET CZ0032 FOR ESA 5.
SEE SHEET CZ0022 FOR C-514 CANAL ARMORING DETAILS.4.
SEE SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.3.
2. FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.
SEE STRUCTURAL DRAWINGS S-3401 AND S-3402 FOR DETAILS. 1.
GENERAL NOTES
SHEET KEYNOTES
POSTS.
CENTER CULVERT IN MIDDLE OF SPAN TO AVOID CULVERT CONFLICTS WITH
SECURITY FENCE INSTALLED BEHIND HEADWALL SEE DETAIL B1 SHEET CZ0007. 6.
12+55) TO STA 403+00
INSTALL CHIMNEY DRAIN AND BLANKET DRAIN FROM STA. 400+60 (S-509 STA. 5.
OF CULVERT) TO ELIMINATE VEHICULAR ACCESS ON SHALLOW COVER CULVERTS.
LOCATED (1' FROM EDGE OF ROADWAY AND 5' ON CENTER ALONG OUTSIDE EDGES
ACCESS RESTRICTION BOLLARDS (SEE SHEET CZ0001). NINE TOTAL TO BE 4.
CZ0018)
3. ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE (SEE SHEET
2. STONE TYPE D MIN 2' DEPTH (SEE SHEET CZ0025)
1. FLOATING DEBRIS BARRIER (SEE DETAIL D1, SHEET CZ0005)
POINT TABLE
(AGGREGATE SURFACING)
ACCESS ROAD
3H:1V
2%
3H:1V
3H:1V
3H:1V 3H:1V
2%
3H:1V
2%
2%
3H:1V
3H:1V
2%
2% 2% 3H:1V3H:1V
FLOW FLOW
2%
3H:1V
2%
3H:1V
(AGGREGATE SURFACING)
ACCESS ROAD
3H:1V 3H:1V
BLANKET DRAIN BLANKET DRAIN
3H:1V
2%
3H:1V
16'21'31'
C-0002
A1
R A
M P
.5
M
A X
R A
M P
.5
M
A X
3H:1V
3H:1V
3H:1V3H:1V
INSPECTION ROAD
INTERNAL
INSPECTION ROAD
INTERNAL
(AGGREGATE SURFACING)
ACCESS ROAD
(SEE NOTE 4)
CANAL ARMORING
(SEE NOTE 3)
CANAL ARMORING
POINT TABLE
TURNAROUND
PULLOUT/
KEY PLAN
2%
L
3H:1V
L
CF1955
A1-C1
CZ0003
D3
CZ0003
D3
CZ0021
E1
CZ0021
E1
CZ0021
C1
CZ0022
C1
CZ0021
F5 CZ0021
A5
CZ0016
A6
C O
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- F O
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IN
FO
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k3endlml Stamp
CP0
7-
BCW
PA-
CB-
CP08-BCWPA-TP-0175
W E
B E
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S
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K
S -5
E N
L A
R G
E D
P L
CF1912
P O
P H
A M
V
S E
V E
R A
N
B
U R
THIS SHEET
CL C-511 CANAL
EL -2.5
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
EL -2.5
EL -12.5
EL -12.5
EL -1.5
EL -1.5
STRUCTURE ALIGNMENT START844,460.62 637,750.08 20
STRUCTURE ALIGNMENT END844,656.41 637,709.25 19
CENTER DEBRIS BARRIER PILE844,522.68 637,749.66 18
END TRANSITION844,698.58 637,938.20 17
BEGIN TRANSITION844,641.28 637,904.91 16
CENTER DEBRIS BARRIER PILE844,519.41 637,721.87 15
END TRANSITION844,538.85 637,565.90 14
BEGIN TRANSITION844,548.45 637,515.82 13
BEGIN TRANSITION844,753.82 637,638.83 12
TOP OF RAMP844,769.43 637,588.70 11
TOP OF RAMP844,753.43 637,588.83 10
BOTTOM OF RAMP844,717.04 637,399.11 9
CENTER STAFF GAUGE PILE844,537.19 637,740.89 8
RADIUS844,572.82 637,707.60 7
RADIUS844,580.43 637,744.20 6
CENTER DEBRIS BARRIER PILE844,542.41 637,759.80 5
CENTER DEBRIS BARRIER PILE844,503.93 637,740.90 4
CENTER DEBRIS BARRIER PILE844,533.37 637,703.41 3
STA 2+70.07
CL EAST END STRUCTURE
844,578.90 637,725.41 2
STA 2+29.49
CL WEST END STRUCTURE
844,537.45 637,734.06 1
DESCRIPTIONEASTINGNORTHINGPOINT
.2
R
.1
R
4'
EL 4.2
EL 4.2
EL 6.0
EL 6.0
EL -2.5
EL -2.5
EL 6.0
MATCH EXISTING
EL 9.5
EL 6.0
L-511 LEVEE �
CL S-511
LIMITS OF MUCK EXCAVATION
121'
14'
LIMITS OF MUCK REMOVAL
SLOTTED PVC PIPE
12" SCH 80
CANAL
PIPE TO
12" PVC
MANHOLE
5' DIA
CULVERT
S-511 GATED
EVERY 250 FT)
MARKER (TYP -
SETTLEMENT
SURVEY
S O
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers US Army Corps
U .S
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C H
J O I
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V E
T U
R E
N
J V
II
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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0+
313+00
U S
SW 36TH ST
S O
U
TH
P
O S T R
O A D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
A1 S-511 30' 60'0
SLURRY WALL NOT SHOWN FOR CLARITY.3.
SEE SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.2.
SEE STRUCTURAL DRAWING S-3501 FOR DETAILS. 1.
1. FLOATING DEBRIS BARRIER (SEE DETAIL A1, SHEET CZ0006)
2%
3H :1V
FL
OW
2%
3H :1V
3H :1V
F
LO
W
(ASPHALT
ACCESS R
AMP
N
3H:1V
3H:1V
3H:
1V
3H:
1V
D1/CF0020
A1/C-0002
H :1
V
(AGGREGATE SURFACING)
ACCESS ROAD
(AGGREGATE SURFACING)
ACCESS ROAD
EXISTING MITIGATION AREA
3+5
GAUGE
STAFF
(SEE NOTE 2)
CANAL ARMORING
CF1955
F1
CZ0023
A6
CZ0021
C1
CZ0021
C1
IZ0020
B1
CZ0021
C5
CZ0021
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A1
SOUTHWEST EMERGENCY STOCKPILE
EMERGENCY STOCKPILES
GEOTEXTILE FOR USE WITH
FOR STORAGE OF
40'x8' SHIPPING CONTAINER
(SEE NOTE 1)
CLEAR OF PERMANENT STORAGE
RAMP TURNAROUND TO REMAIN
LIMITS OF ACCESS ROAD AND BOAT
(TYP, SEE NOTE 2)
50'x50' STOCKPILE AREA
LIMITS OF MUCK EXCAVATION
AND INTERNAL SLOPE)
(SOIL CEMENT CREST
D-511 EMBANKMENT
CL C-511 CANAL
EVERY 250 FT)
MARKER (TYP –
SETTLEMENT
SURVEY
5' MIN
' M
IN
15' M
IN
PROPERTY LINE
STA 210+53.7
WALKWAY
CL STILLING WELL
0+
1+
842,526.80 E 629,435.44 N
842,425.74 E 629,474.24 N
842,367.87 E 629,529.47 N
842,414.89 E 629,484.59 N
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SHEET ID
®of Engineers US Army Corps
U .S
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N
J V
II
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
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M E
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A N
D M
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A R
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B R
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S
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U S
SW 36TH ST
S O
U
TH
P
O S T R
O A D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
30' 60'0
SLURRY WALL NOT SHOWN FOR CLARITY.4.
SEE SPECIFICATION SECTION 35 31 19 FOR STOCKPILING REQUIREMENTS.3.
PERMANENT STORAGE. STOCKPILE SIDE SLOPES WILL BE 3H:1V MAXIMUM.
THE ACCESS ROAD AND BOAT RAMP TURNAROUND NOTED TO REMAIN CLEAR OF
AREA PROVIDED BUT MUST NOT HINDER ACCESS TO OTHER PILES OR ENCROACH
AND STONE TYPE A). STOCKPILES LOCATIONS & SHAPES MAY VARY WITHIN THE
REQUIRED 300 CY OF EACH MATERIAL (EMBANKMENT FILL, FFS, STONE TYPE E
50' x 50' STOCKPILE AREAS REPRESENT A CONCEPTUAL FOOTPRINT TO HOLD THE 2.
SEE DETAIL A1 SHEET CZ0012 FOR GRADING DETAILS.1.
(HORIZ.)
SHEET KEYNOTES
C-0003
A1
(AG
G R
EG
ATE SU
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FAC
IN
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AC
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IN
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SPEC
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D R
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AG
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H
(TYP)
VEHICLE BOLLARD (SEE SHEET CZ0001).3.
STAFF GAUGE (SEE SHEET IZ0020).2.
WALKWAY STILLING WELL (SEE SHEETS IZ0030 & SZ0017-SZ0018).1.
S-505C (DOWNSTREAM)
-20
-20
-15
-15
CZ0021
C1
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NORTHEAST EMERGENCY STOCKPILE
(TYP, SEE NOTE 2)
50'x50' STOCKPILE AREA
25'
FOR DETAILS
SEE SHEET C-0006
STAGING AREA,
(TYP, SEE NOTE 2)
50'x50' STOCKPILE AREA
EMERGENCY STOCKPILES
GEOTEXTILE FOR USE WITH
FOR STORAGE OF
40'x8' SHIPPING CONTAINER
E 849,509.63
N 637,819.37
E 849,584.63
N 637,819.37
849,678.45 E
637,914.89 N
849,678.45 E
637,989.89 N
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®of Engineers
US Army Corps
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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
N T
R A
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U S
SW 36TH ST
S O
U T H P
O S T R
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SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
30' 60'0
SEE SPECIFICATION SECTION 35 31 19 FOR STOCKPILING REQUIREMENTS.3.
STOCKPILE SIDE SLOPES WILL BE 3H:1V MAXIMUM.
PILES OR ROUTES OF ACCESS THROUGH THE EXISTING STAGING AREA.
WITHIN THE EXISTING STAGING AREA BUT MUST NOT HINDER ACCESS TO OTHER
TYPE E AND STONE TYPE A). STOCKPILES LOCATIONS & SHAPES MAY VARY
THE REQUIRED 300 CY OF EACH MATERIAL (EMBANKMENT FILL, FFS, STONE
50' x 50' STOCKPILE AREAS REPRESENT A CONCEPTUAL FOOTPRINT TO HOLD 2.
ESTABLISHING PERMANENT EMERGENCY STOCKPILES.
RELOCATE EXCESS EXISTING MATERIAL & CONSTRUCTION STAGING PRIOR TO 1.
(HORIZ.)
C-0002
A1
MIN
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CF1915
15" HDPE
HDPE FLARED END SECTION
HDPE FLARED END SECTION
MATCH EXISTING
R
EL 3.3
EL 5.8
R
EL 6.28
EL 3.3 TOE OF SLOPE
R
EL 5.88
EL 3.3
ACCESS GATE
EXISTING
MATCH
EL 5.9
END CURVE847,234.40 632,762.81 11
END TRANSITION, BEGIN CURVE847,181.74 632,861.31 10
BEGIN CURVE847,186.46 632,797.27 9
BEGIN CURVE847,185.99 632,779.99 8
END CURVE847,159.66 632,755.50 7
END CURVE847,138.69 632,809.07 6
BEGIN TRANSITION, BEGIN CURVE847,250.56 632,911.48 5
COMPOUND CURVE847,213.20 632,836.14 4
END CURVE847,243.44 632,751.04 3
CULVERT END SECTION OUTLET847,176.03 632,799.29 2
CULVERT END SECTION INLET847,222.82 632,807.05 1
DESCRIPTIONEASTINGNORTHINGPOINT
IN CONFLICT WITH ACCESS DRIVE
REMOVE EXISTING GUARDRAIL
3H:1V
SEE NOTE 1
SENSITIVE AREA
ENVIRONMENTALLY
J B
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W N
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W W
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MATCH EXISTING
MUCK REMOVAL GRADING
LIMITS OF MUCK EXCAVATION
CL C-511 CANAL
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
EVERY 250 FT)
MARKER (TYP –
SETTLEMENT
SURVEY
S-505B WEIR
EXCAVATION
LIMITS OF MUCK
STILLING WELL (FOR S-505B DOWNSTREAM)
14'
EL 5.9
EL 6.2
10 GRADE BREAK LINE
SEE NOTE 2
5'
R
3H:1V
FNCC 6 FT CHAIN LINK SECURITY FENCE
C DRAINAGE DITCH
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers US Army Corps
U .S
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II
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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118+00
U S
SW 36TH ST
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O A D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
A1
LOOP ACCESS AT 36TH STREET
C-0003
GENERAL NOTES
SLURRY WALL NOT SHOWN FOR CLARITY.3.
FOR ADDITIONAL GRADING DETAILS, SEE DETAIL A4 SHEET CZ0015.2.
FOR ADDITIONAL GRADING DETAILS, SEE SHEET CF1902.1.
CP18-BCWPA-CB-44
(A
GGREGAT
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SURFA
CI
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ACCESS
ROAD
(A
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-15
-20
-20
-15
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-1
-2
-2
-1
-2
-1
-1 0 -5 0 5
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ACCESS GATE
COORDINATION WITH PROPOSED CITY OF WESTON CUL-DE-SAC PROJECT.
SAWCUT EXISTING SOUTHWEST 36TH STREET PAVEMENT, LOCATION MAY VARY IN 2.
PROPOSED GUARDRAIL1.
L
CZ0021
E1
CZ0023
A6
CZ0015
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CZ0021
C1
C O
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CL C-511 CANAL
ENVIRONMENTALLY SENSITIVE AREA
15" HDPE
END SECTION
HDPE FLARED
HDPE FLARED END SECTION
MATCH EXISTING
EL 5.9
8EL 3.3
EL 5.7
EL MATCH EXISTING
R
EL 5.6
MATCH EXISTING
EL 5.44
EL 3.3
EL 6.13
EL 3.3 TOE OF SLOPE
END TRANSITION847,898.89 632,821.78 9
END CURVE, BEGIN TRANSITION847,996.02 632,805.33 8
BEGIN CURVE847,983.84 632,779.07 7
END CURVE847,997.37 632,768.78 6
BEGIN CURVE848,028.10 632,758.60 5
BEGIN CURVE847,955.65 632,757.88 4
END CURVE847,954.62 632,781.18 3
CULVERT END SECTION OUTLET847,927.93 632,790.83 2
CULVERT END SECTION INLET847,985.93 632,790.83 1
DESCRIPTIONEASTINGNORTHINGPOINT
R
R
SEE NOTE 1
J B
U R
K E
T B
R O
W N
V
S E
V E
R A
N C
E
W W
E B
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AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
MATCH EXISTING
MUCK REMOVAL GRADING
LIMITS OF MUCK EXCAVATION
(TYP – EVERY 250 FT)
SURVEY SETTLEMENT MARKER
STILLING WELL (S-505B UPSTREAM)
80'
C DRAINAGE DITCH
S O
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SHEET ID
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U .S
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N
J V
II
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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N
KEY PLAN
A1
LOOP ACCESS AT 36TH STREET
C-0003
GENERAL NOTES
SLURRY WALL NOT SHOWN FOR CLARITY.2.
FOR ADDITIONAL GRADING DETAILS, SEE SHEET CF1902.1.
(AGGREGATE SURFACING)
ACCESS ROAD
INSPECTION ROAD
INTERNAL
(AGGREGATE SURFACING)
ACCESS ROAD
L
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ACCESS
CZ0004
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CZ0021
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THIS SHEET D5
FINGER LAKES BERM EAST ACCESS
D5
FINGER LAKES BERM WEST ACCESS
D2
ENVIRONMENTALLY SENSITIVE AREA ACCESS ROAD
A2
THIS SHEET D2
THIS SHEET A2
16'
R 2
EL 11.5
EL 11.5
EL 8.4
EL 8.4
MATCH EXISTING
MATCH EXISTING
R
3H:1V 8
EL 7.4 (MATCH EXISTING)
0.6% (MATCH EXISTING)
2.0% (MATCH EXISTING)
EL 7.06
EL 7.06
R
2.2% (MATCH EXISTING)
(MATCH EXISTING)
0.9%
EL 7.5 (MATCH EXISTING)
R
END TRANSITION844,157.15633,640.5823
BEGIN TRANSITION844,160.21633,643.5222
END TRANSITION844,165.21633,643.4321
CENTERLINE PT846,546.93638,054.5320
ROAD END842,255.16628,560.1319
ROAD END842,255.16628,576.1318
CENTERLINE POE846,547.00638,046.7717
CENTERLINE PT845,766.13638,051.7116
CENTERLINE POE845,766.25638,038.9815
CENTERLINE PC846,546.17638,084.7514
END CURVE846,552.62638,071.4113
END CURVE846,540.60638,071.0912
BEGIN CURVE846,515.85638,046.4611
BEGIN CURVE846,577.86638,047.0810
CENTERLINE PC845,761.92638,076.529
END CURVE845,772.97638,055.458
END CURVE845,757.58638,070.187
BEGIN CURVE845,734.40638,038.676
BEGIN CURVE845,795.86638,039.295
END CURVE844,209.01633,665.584
END CURVE844,193.01633,665.503
BEGIN CURVE/BEGIN TRANSITION844,168.14633,640.372
BEGIN CURVE844,234.14633,640.701
DESCRIPTIONEASTINGNORTHINGPOINT
12'
80REXCAVATION
LIMITS OF MUCK
MATCH EXISTING
MUCK REMOVAL GRADING
LIMITS OF MUCK EXCAVATION
12'
(AGGREGATE SURFACING)
LEVEE ACCESS
EL 7.1
(AGGREGATE SURFACING)
LEVEE ACCESS
SURFACING)
(AGGREGATE
ESA ACCESS
EL 18.8
EL 18.5
EL 11.8 EL 11.8
EL 18.8
EL 18.5
INTERNAL SLOPE)
(SOIL CEMENT CREST AND
D-511 ESA EMBANKMENT
CL C-514 CANAL
MARKER
SETTLEMENT
SURVEY
1000R
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N B
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D A
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B
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D
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F
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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
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J O
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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
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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
R
T A
S U
B M
IT
T
A L
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
N N
N
20' 40'0
20' 40'0 20' 40'0
POINT TABLE
3H:1V
3H :1
V
3H:1V
.5
5%
D1/CF0022
D1/CF0021
A1/C-0003
CF1904
C-0002
A1 C-0002
ENVIRONMENTALLY SENSITIVE AREA
(AGGREGATE SURFACING)
SOUTHWEST 26TH STREET
(AGGREGATE SURFACING)
SOUTHWEST 26TH STREET
(AGGREGATE SURFACING)
ACCESS ROAD
VARIES
SLOPE
(AGGREGATE
SURFACING)
ACCESS
ROAD
3H :1
V
3H :1
V 3H
:1 V
3H :1
V 3H
:1 V
3H :1
V
SHEET KEYNOTES
SLURRY WALL NOT SHOWN FOR CLARITY.3.
LOCATION LIKE THEY ARE ON THE ONE FOR DETAIL D6 SHEET CZ0010.
LOCATE SURGE PROTECTION BOX BOLLARDS CENTERED ON THIS BUMPOUT 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 & CF0080). ASSOCIATED 1.
H :1
V
H :1
V
3H :1
V
CZ0021
A1
CZ0021
A1
CZ0010
A6
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
.7
.7
.7
.7
.8
.8
.8
.8
.9
.9
.9
.9
.0
.0
.0
.0
.1
.1
.0
.0
.0
.7
.7
.7
.7
.8
.8
.8
.8
.9
.9
.9
.9
.0
.0
.0
.0
.1
.1
.0
.0
.0
.1
.2
.2
.3
.4
.4
.5
.6
.7
.8
.0
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.8
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.7
.7
.8
.8
.8
.8
.8
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.7
.7
.8
.8
.8
.8
4'
W
E B
E R
S H
E E
T
O F
S -5
A
S
-5 B
A N
D S
-5 C
S T
R U
C T
U R
E P
R O
F
IL
E S
CF1950
K
D E
E P
V
S E
V E
R A
N
B
U R
K E
STRUCTURE PROFILE S-500A UNGATED CULVERT
A1
C1
STRUCTURE PROFILE S-505B WEIR
E1
STRUCTURE PROFILE S-505C WEIR
FLOW
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
.4
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
C-511 CANAL TOP OF BANK (PROJECTED)
EXISTING GRADE
BROAD CRESTED WEIR
CANAL BOTTOM EL -23.00
EL -23.00
EL 2.40
STA 11+00.00 EL 5.6
FLOW
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
-2
.0
EL 6.00
EL 3.00
STA 11+00.00
TIP EL -47.0
SHEET PILE
C-511 CANAL TOP OF BANK (PROJECTED)
EXISTING GRADE
CANAL BOTTOM EL -20.00 EL -20.00
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
/1
/2
/0
/2
/0
/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
R
T A
S U
B M
IT
T
A L
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-20 -20
-10 -10
0 0
10 10
20 20
EL -1.00
STA 11+46.82
EL 6.68
STA 10+91.74
EL -1.00
STA 11+01.45
END CULVERT
EL -1.00
STA 10+67.70
BEGIN CULVERT
EL 0.67
STA 10+57.70
EL 6.85
STA 11+75.49
E X
R /W
EXISTING GRADE
DETAILS
PLANS FOR APRON
SEE STRUCTURAL
EL 6.02
STA 11+00.62
EL 6.17
STA 10+67.69
EL 6.17
STA 11+01.47
EL 6.68
STA 10+77.74
EL 6.04
STA 10+68.54
EL -1.00
STA 11+02.78
CL SOUTH END STRUCTURE
EL -1.00
STA 10+66.37
STRUCTURE
CL NORTH END
EXISTING CANAL A/5
CONDUIT PROJECTED
BETWEEN PIPES,
THROUGH CENTER
SECTION IS CUT
INVERT EL -0.5
INVERT EL -0.5
SHEETS IZ0030 AND SZ0017-SZ0018)
WALKWAY STILLING WELL (SEE
EL 7.30
STA 11+94.00
ROAD
ACCESS
.6
.2
.1
.6
.6
.0
-1 .0
-1 .0
-1 .0
-1 .0
-0 .2
.3
.2
.9
.2
(TWO LAYERS, SEE NOTE 2)
BIAXIAL GEOGRID
ACCESS ROAD
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
FLOW
DESIGN.
SEE STRUCTURAL PLANS S-2701 & S-2702 FOR S-505B AND S-505C STRUCTURE 4.
SEE STONE TYPE DETAILS ON CZ0025.3.
MUST EXTEND A MINIMUM OF 5' BEYOND LIMITS OF THE CULVERTS.
LAYER OR AS RECOMMENDED BY CULVERT MANUFACTURER. BIAXIAL GEOGRID
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 2.
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.1.
GENERAL NOTES
CF1901
A1
CF1902
A1
0 10' 20' 0 10' 20'
(HORIZ.) (VERT.)
CF1903
A1
0 10' 20' 0 10' 20'
(VERT.)(HORIZ.)
EACH SIDE OF WALKWAY
CZ0025
F4
CZ0016
E2
CZ0016
E2
CZ0007
B1
CZ0025
F1
CZ0025
F1
CZ0025
C1
CZ0025
C1
CZ0007
B1
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
.0
.9
.9
.9
.9
.9
.0
.1
.2
.3
.4
.5
.6
.7
.8
.7
.7
.6
.5
.5
.0
.9
.9
.9
.9
.9
.0
.1
.2
.3
.4
.5
.6
.7
.8
.7
.7
.6
.5
.5
.5
.8
.0
.1
.3
.5
.6
.2
.8
.8
.4
-1 .0
-4 .6
-0 .8
.3
.4
.3
.2
.2
.1
W
E B
E R
S H
E E
T
O F
S -5
E A
N D
S -5
F
S T
R U
C T
U R
E P
R O
F
IL
E S
CF1951
K
D E
E P
V
S E
V E
R A
N
B
U R
STRUCTURE PROFILE S-505E UNGATED CULVERT
STRUCTURE PROFILE S-505F WEIR
C1
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
/1
/2
/0
/2
/0
/2 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
R
T A
S U
B M
IT
T
A
LFLOW
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-20 -20
-10 -10
0 0
10 10
20 20
EL -2.50
STA 11+66.33
CL EAST END STRUCTURE
EL 7.05
STA 11+64.83
EL 8.50
STA 11+40.00
5'X6' UNGATED BOX CULVERT
EL 8.50
STA 11+00.00
EL 8.50
STA 10+60.00
EL 7.05
STA 10+35.17
EL -2.50
STA 10+33.67
CL WEST END STRUCTURE
EXISTING GRADE
CONDUIT PROJECTED
CENTER BETWEEN PIPES,
SECTION IS CUT THROUGH
INVERT EL -2.50
INVERT EL -2.50
C-11 ACCESS ROAD
CROSSING S-505E AGGREGATE SURFACING
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
.0
.3
.9
.5
.5
.5
.5
.5
.5
.5
.5
.5
.9
.3
.0
-2
.5
-2 .5
-2 .5
-2 .5
C-511 CANAL TOP OF BANK (PROJECTED)
FLOW
FLOW
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-20 -20
-10 -10
0 0
10 10
20 20
EXISTING GRADE
CANAL BOTTOM EL -2.50
EL 6.40
EL -8.00
EL -2.50
BROAD CRESTED WEIR
EL 3.00
STA 11+00.00
SEE SHEET CF1905
STONE TYPE D, SOUTH HALF OF CANAL
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
.0
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
0 10' 20'
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'
(HORIZ.) (VERT.)
SEE STONE TYPE DETAILS ON CZ0025.3.
SEE STRUCTURAL DRAWING S-2701 FOR S-505F DETAILS.2.
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.1.
GENERAL NOTES
CF1905
A1
CF1904
A1
CZ0016
E2
CZ0025
F1
CZ0025
C1
CZ0025
C1
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
.6
.6
.7
.2
.5
.5
.4
.1
.0
.0
.2
.7
.9
.0
.7
.4
.2
.5
.6
.6
.7
.2
.5
.5
.4
.1
.0
.0
.2
.7
.9
.0
.7
.4
.2
.5
.5
.5
.0
.4
.4
.4
.5
.9
.1
.1
.2
.1
.1
.0
.0
.1
.1
.0
.0
.1
.2
.5
.5
.0
.4
.4
.4
.5
.9
.1
.1
.2
.1
.1
.0
.0
.1
.1
.0
.0
.1
.2
.2
.2
.2
.1
.1
.1
.2
.2
.2
.2
.2
.3
.3
.3
.3
.3
.3
.3
.3
.3
.2
.2
.2
.2
.1
.1
.1
.2
.2
.2
.2
.2
.3
.3
.3
.3
.3
.3
.3
.3
.3
.2
W
E B
E R
S H
E E
T
O F
S -5
A
S T
R U
C T
U R
E P
R O
F
IL
E S
CF1952
K
D E
E P
V
S E
V E
R A
N
B
U R
K E
STRUCTURE PROFILE S-506A GATED CULVERT
A1
STRUCTURE PROFILE S-506A GATED CULVERT
C1
STRUCTURE PROFILE S-506A GATED CULVERT
E1
EL -8.00
10+00
-20
-10
FLOW
10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-20
EL 4.61
STA 10+26.78
2'-THICK SOIL-CEMENT
EL -9.00
STA 10+81.90
EL 8.00
STA 10+83.60
EL 6.40
STA 10+93.11
EL -8.00 4' DIA. CULVERT
EL 7.30
STA 11+44.96 EL 6.28
STA 11+71.20
EL 6.00
STA 11+85.20
EXISTING GRADE
EL 7.06
STA 11+56.96
EL -9.00
STA 10+67.71 EL -9.00
STA 10+74.51
STRUCTURE
CL NORTH END
EL -11.75
STA 10+97.76
MITIGATION AREA "A" L-511 LEVEE AND
SOUTHWEST 26TH STREET
ACCESS ROAD
AGGREGATE SURFACING
AGGREGATE SURFACING
FOR S-506A CONSTRUCTION
HDPE CONDUITS), MAY BE REMOVED
ABANDONED FIBER OPTIC LINE (2-1.5"
APPROXIMATE LOCATION OF
.6
.5
.2
-3 .1
-6 .4
-9 .0
-9 .0
.0
.6
.7
.9
.0
.2
.2
.8
.3
.1
.4
FLOW
CONCRETE PIPE ENCASEMENT
12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00
-20 -20
-10 -10
0 0
10 10
20 20
30 30
EL -2.50
STA 12+10.70
EL -2.50
STA 12+80.70
EXISTING GRADE
EL 9.50
STA 13+48.14
EL 9.82
STA 13+26.10
EL 18.66
STA 14+00.00
STA. 1+41.83
D-511 EMBANKMENT�
4' DIA. CULVERT
12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 -20 -20
-10 -10
0 0
10 10
20 20
30 30
C-511 CANAL MAINTENANCE BENCH ACCESS ROAD DRAINAGE DITCH
EL 9.50
STA 13+42.10
AGGREGATE SURFACING
EL -15
SYSTEM (SEE SHEET CZ0033)
EXCAVATION SUPPORT
CONSTRUCTION OF THE
TO ACCOMODATE
SLURRY WALL EXCAVATED
CONTRACTOR
DETERMINED BY
ELEVATION TO BE
BOTTOM OF SEAL SLAB
.0
-2 .2
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
.6
.9
.2
.9
.7
.5
.1
.4
.7
.0
.8
FLOW
14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 14+90 15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 -20
-10
EL 19.00
EL 3.80
STA 14+44.71
EL 18.04
STA 14+31.04
STA. 1+41.83
D-511 EMBANKMENT�
EL 18.66
STA 14+00.00
4' DIA. CULVERT
EL 4.32
STA 15+12.16
EXISTING GRADEEL 3.80
STA 14+94.44
EL 4.00
STA 15+28.16
EL 4.37
STA 15+43.11
18" SOIL-CEMENT
MIN. 6" DEPTH
STONE TYPE E
EL -8.75
STA 14+51.72
CL SOUTH END STRUCTURE
EL -12.75
STA 14+52.21
EL -12.75
STA 14+22.13
INTERNAL INSPECTION
ROAD SEE SHEET CZ0018
C-11 IMPOUNDMENT
.2
.2
.6
.4
.2
.0
.0
.8
.8
.8
.8
.8
.9
.2
.1
.0
.2
.3
S O
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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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D A
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R A
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N
J V
II
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
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T A
N D
M
IT
IG
A
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N A
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A A
B
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W
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C O
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R A
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R
T A
S U
B M
IT
T
A L
0 10' 20'
0 10' 20'
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'
(HORIZ.) (VERT.)
M A
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H L
IN
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/C F
M A
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H L
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A
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M A
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M A
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C
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CF1906
A1
CF1906
A1
CF1906
A1
SHEET S-2802 FOR FILTER AND CHIMNEY AND BLANKET DRAIN DETAILS.
EMBANKMENT INTERNAL DRAINAGE FEATURES NOT SHOWN FOR CLARITY. SEE 1.
GENERAL NOTES
C O
N
TR
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FO
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AL
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FO
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ST
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TI
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NDRAFT
.2
.2
.6
.6
.5
.6
.7
.9
.0
.9
.0
.9
.8
.7
.8
.0
.6
.0
.6
.6
.5
.6
.7
.9
.0
.9
.0
.9
.8
.7
.8
.0
.6
.0
.7
.5
.9
.2
.2
.1
.9
.6
.3
.0
.0
.1
.2
.1
.1
.1
.0
.0
.0
.1
.1
.1
.1
.1
.1
.1
.5
.4
.4
.3
.2
.1
.1
.0
.6
.4
.8
.8
.8
.8
.8
.8
.8
.8
.7
.7
W
E B
E R
S H
E E
T
O F
S -5
B
S -5
A
A N
D S
-5
B
S T
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CF1953
K
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V
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STRUCTURE PROFILE S-506B GATED CULVERT
A1
STRUCTURE PROFILE S-508A GATED CULVERT
C1
STRUCTURE PROFILE S-508B GATED CULVERT
F1
10+00
-20
-10
10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-20
EXISTING GRADE
EL 7.02
STA 11+11.56
EL 3.78
STA 10+89.54
EL 7.30
STA 11+25.56
EL 7.02
STA 11+39.56
EL -5.67
STA 11+77.63 EL -5.67
EL 4.30
STA 10+91.11
EL 4.30
STA 11+03.37
MITIGATION AREA "A"
ACCESS ROAD
C-512 CANALAGGREGATE SURFACING
.9
.5
.1
.2
.8
.5
.2
-3 .1
-5 .6
-5 .6
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60
-20 -20
-10 -10
0 0
10 10
20 20
EL 6.68
STA 10+34.74
EL 6.40
STA 10+54.11
EL -3.00
STA 10+76.94
EL 4.87
STA 10+29.31
STA 11+06.95, EL -3.00
EXISTING GRADE EL -4.00
STA 11+15.56
EL -3.00
STA 11+12.56
EL 6.50
6' DIA. CULVERT
L-512�
EL 7.18
STA 11+60.00
EL 6.96
STA 11+36.83
EL 6.39
STA 11+35.14
EL 4.13
STA 12+32.81
EL 2.50
STA 12+27.92
EL 2.50
STA 12+17.92
EL 6.50
EL 7.30
STA 11+54.00
MITIGATION AREA "A"
FLOW
EL -4.83
STA 12+18.91
CL NORTH END STRUCTURE
EL -4.83
STA 11+23.72
CL SOUTH END STRUCTURE
CONDUIT PROJECTED
CENTER BETWEEN PIPES,
SECTION IS CUT THROUGH
INVERT EL -3.00INVERT EL -3.00
ACCESS ROAD
ACCESS ROAD L-512 LEVEE C-512 CANAL
EL 6.22
STA 12+08.00
SURFACING
AGGREGATE
EL -4.00
STA 11+25.72
.6
.1
.5
.9
.6
-0 .6
-3 .0
-3 .0
-3 .0
-3 .0
-4 .0
.5
.0
.2
.1
.9
.7
.5
.3
.5
.5
.1
.1
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 -30 -30
-20 -20
-10 -10
0 0
10 10
20 20
EL 5.34
STA 10+30.13
EL -3.50
STA 10+65.21
4' DIA. CULVERT
EL -2.50
EL -2.50
EL -3.50
STA 11+26.40
CL SOUTH END STRUCTURE
EL -3.50
STA 11+34.75
EXISTING GRADE
STA 11+83.75, EL -23.00
FLOW
EL 6.50
STA 10+86.11
EL 6.08
STA 10+87.10
EL 5.60
STA 11+11.10
EL -3.50
STA 10+74.60
CL NORTH END STRUCTURE
C-511 CANAL
ACCESS ROAD
SURFACING
AGGREGATE
EL 5.00
STA 11+16.90
.3
.5
-0 .1
-2 .4
-3 .5
-3 .5
.0
.8
.6
-3 .5
-3 .5
-5 .5
-9 .5
-1
.5
-1
.5
-2 .5
-2
.0
S O
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D R
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S
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D A
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B
C
D
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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
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IN
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F
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R A
T E
C H
J O I
N T
V E
T U
R E
N
J V
II
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
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A
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N A
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A A
B
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W A
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C O
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W A
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R P
R E
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R V
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P R
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C T
C
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P R
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S
IV
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L A
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S R
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L A
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W
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C O
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R A
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T A
S U
B M
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0 10' 20'
0 10' 20'
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'
(HORIZ.) (VERT.)
M A
T C
H L
IN
E
A
/C F
SEE STONE TYPE DETAILS ON CZ0025.2.
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.1.
GENERAL NOTES
EXISTING LAKE
TIES WITH DITCH FROM
CF1909
A1
CF1908
A1
CF1907
A1
CZ0016
E2
CZ0025
A1
CZ0025
E7
CZ0025
E7
CZ0025
D1
CZ0025
D1
CZ0025
D1
CZ0025
D1
CZ0025
C1
C O
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-6 .7
-4 .0
-1 .8
.0
.3
.6
.1
.1
.4
.5
.9
.9
.0
.0
.0
.0
.0
.1
.1
.2
.2
.2
.2
.3
.4
.5
.5
.5
.4
.4
.3
.6
.5
.6
.9
.7
.1
.5
.2
.8
.5
.4
.0
.5
.8
.8
.8
.3
.7
.7
.9
.5
.8
.9
.5
.1
.6
.2
.0
.7
.0
.4
.8
.0
.5
.8
.8
.8
.3
.7
.7
.9
.5
.8
.9
.5
.1
.6
.2
.0
.7
.0
.4
.8
W
E B
E R
S H
E E
T
O F
S -5
B A
N D
S -5
D
S T
R U
C T
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F
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CF1954
K
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V
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N
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K E
STRUCTURE PROFILE S-508B GATED CULVERT
A1
STRUCTURE PROFILE S-508D GATED CULVERT
C1
STRUCTURE PROFILE S-508D GATED CULVERT
FLOW
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00
-20 -20
-10
EL -2.50
STA 10+16.61
EXISTING GRADE
PROPOSED GRADE
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
FLOW
12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00
-20 -20
-10
EL 6.30
STA 13+58.00
EL -2.50
STA 13+64.00
EXISTING GRADE
EL 7.30
STA 13+19.95
EL 6.25
STA 12+91.69
4' DIA. GATED CULVERT
EL 6.59
STA 12+43.45
EL 6.00
STA 12+38.84
EL -2.50
STA 12+38.84
EL -2.50
STA 12+12.59
CL NORTH END STRUCTURE
FINGER LAKE
C-511 CANAL
EL 5.33
STA 12+39.67
EL -2.50
STA 13+59.00
EL 8.00
STA 13+58.00
EL -3.50
STA 13+67.75
STRUCTURE
CL SOUTH END
EL 6.58
STA 13+44.00
EL 7.06
STA 13+31.95 EL 7.06
STA 13+07.95
L-511 LEVEE AND
SOUTHWEST 26TH STREET
ACCESS ROAD
POWERLINE
OVERHEAD
EXISTING
MATCH EXISTING
SURFACING
AGGREGATE
SURFACING
AGGREGATE
FOR S-508D CONSTRUCTION
HDPE CONDUITS), MAY BE REMOVED
ABANDONED FIBER OPTIC LINE (2-1.5"
APPROXIMATE LOCATION OF
-2
.5
-2 .5
-2 .5
-2 .5
.4
.5
.5
.5
.4
.3
.6
.1
.3
.1
.7
.4
-2 .5
-2 .5
-2 .5
-2 .5
FLOW
12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00
-20 -20
-10
EL 8.00
EL 6.41
STA 12+34.52
INVERT EL -4.00
EL -5.67
STA 12+19.85
STRUCTURE
CL NORTH END
6' DIA. CULVERT
EL -2.50
STA 13+73.36
EL -6.67
STA 13+50.84
CL SOUTH END STRUCTURE
EL 8.00
INVERT EL -5.00
EL 7.30
STA 12+99.93
EL 6.31
STA 13+36.18
CONDUIT PROJECTED
BETWEEN PIPES,
THROUGH CENTER
SECTION IS CUT
C-512 CANAL ACCESS ROAD
L-511 LEVEE AND
SOUTHWEST 26TH STREET
C-511 CANAL
POWERLINE
OVERHEAD
EXISTING
EL 7.06
STA 13+11.93
EL 7.06
STA 12+87.93
ACCESS ROAD
AGGREGATE SURFACING
AGGREGATE SURFACING
FOR S-508B CONSTRUCTION
HDPE CONDUITS), MAY BE REMOVED
ABANDONED FIBER OPTIC LINE (2-1.5"
APPROXIMATE LOCATION OF
-5 .6
-5 .6
-5 .6
.0
.5
.6
.7
.8
.8
.1
.3
.1
.7
.4
.0
-6 .6
-6 .6
-3 .6
-0 .2
-0 .0
S O
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D A
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D R
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N B
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S
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D A
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B
C
D
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F
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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
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U s e r:
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/0
/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
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M P
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M E
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A N
D M
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0 10' 20'
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
M A
T C
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E
C
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M A
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H L
IN
E
F
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M A
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H L
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F
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SEE STONE TYPE DETAILS ON CZ0025.2.
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.1.
GENERAL NOTES
CF1909
A1
CF1910
A1
CF1910
A1
CZ0025
F4
CZ0016
E2
CZ0025
C1
CZ0025
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CZ0025
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.9
.2
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.5
.4
.2
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EXISTING GRADE
EL -12.50
STA 10+42.10
EL -12.50
STA 10+51.54
EL 1.00
STA 10+99.77
CL NORTH END STRUCTURE
EL 1.00
STA 10+92.60
EL 6.00
STA 11+07.60
EL 9.95
STA 11+19.46
EL 9.82
STA 11+26.10
EL 9.50
STA 11+42.10
STA 11+53.72 EL 9.27
STA 11+59.06 EL 7.49
STA 11+93.00, EL 18.80
STA. 286+84.60
D-511 EMBANKMENT, �
STA 12+00.00, EL 18.66
EL 5.55
STA 11+00.93
AGGREGATE SURFACING
FINISHED GRADE TO MEET STRUCTURE
EXTEND CANAL ARMORING BELOW
4' DIA CULVERT
EL 18.66
STA 12+00.00
EL 18.52
STA 12+07.00
STA. 286+84.60
D-511 EMBANKMENT�
EL 6.00
STA 12+51.26
EL 1.00
EL 1.00
STA 12+52.43
CL SOUTH END STRUCTURE
EXISTING GRADE
2H:1V
4' DIA CULVERT
EXISTING GRADE
EL -1.50
STA 2+70.07
STRUCTURE
CL EAST END
EL -1.50
STA 2+84.53
EL -2.50
STA 2+87.49
EL 4.27
STA 1+82.18
EL -1.50
STA 1+99.49 EL -1.50
STA 2+29.49
STRUCTURE
CL WEST END
EL 7.00
EL 6.48
STA 2+37.74
EL 7.00
EL 6.00
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AGGREGATE SURFACING
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BELOW FINISHED GRADE TO MEET STRUCTURE
MAINTAIN CANAL ARMORING DEPTH AND TRANSITION
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STRUCTURE PROFILE S-509 UNGATED CULVERT
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STRUCTURE PROFILE S-509 UNGATED CULVERT
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STRUCTURE PROFILE S-511 GATED CULVERT
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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
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N T
Y F
L O
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ID
A C
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T R
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10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 -20 -20
-10
30 30
C-511 CANAL MAINTENANCE BENCH
ACCESS ROAD DRAINAGE DITCH
.5
.7
.9
.7
.5
.3
.8
.1
.4
.8
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.5
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-5 .1
-8 .4
-1
.8
-1
.5
-9 .7
-6 .4
-3 .1
.1
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12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 -20
C-514 CANAL
.6
.6
.8
.0
.1
.3
.0
.0
.0
.0
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1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 -20 -20
-10 -10
0 0
10 10
20 20
FLOW
EXISTING MITIGATION AREA
ACCESS ROAD
C-511 CANAL
.2
.6
-1 .5
-1 .5
-1 .5
-1 .5
.4
.2
.0
-1 .5
-1 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
-2 .5
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
0 10' 20'0 10' 20'
(HORIZ.) (VERT.)
M A
T C
H L
IN
E
C
/C F
M A
T C
H L
IN
E
A
/C F
0 10' 20'0 10' 20'
(HORIZ.)
SHEET S-3401 FOR FILTER AND CHIMNEY AND BLANKET DRAIN DETAILS.
EMBANKMENT INTERNAL DRAINAGE FEATURES NOT SHOWN FOR CLARITY. SEE 3.
SEE STONE TYPE DETAILS ON CZ0025.2.
FOR SPECIFICATIONS ON STONE TYPES, SEE SECTION 35 31 19.1.
GENERAL NOTES
CF1911
A1
CF1911
A1
CF1912
A1
FLOW
FLOW
(VERT.)
3+50
CZ0016
E2
CZ0022
C1
CZ0016
E2
CZ0007
B1
CZ0007
B1
CZ0025
C1
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SHEET ID
US Army Corps of Engineers
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J
V
I I
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
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E
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
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A
T
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H
J O
I N
T V
E T
U R
E N
J
V
I I
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
E
E
V E
R G
L A
D E
S
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SCALE: NTS
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SCALE: NTS
ASPHALT CONSTRUCTION JOINT SECTION
A1
A5
ACCESS RESTRICTION FIXED BOLLARD
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VEHICLE BARRIER FIXED BOLLARD
0 1' 2'6" 0 1' 2'6"
SCALE: NTS
TYPICAL AGGREGATE ACCESS ROAD
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
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C
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H
J O
I N
T V
E T
U R
E N
J
V
I I
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
E
E
V E
R G
L A
D E
S
R
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ELEVATION VEHICLE BARRIER GATE DETAIL
V
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6"0 3" 1'
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2'0 1' 4'
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DETAIL
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LOCK PIN DETAIL
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SECTION
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DETAIL
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6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
B2
CZ0003
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CZ0003
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CZ0003
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
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C
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A
T
E C
H
J O
I N
T V
E T
U R
E N
J
V
I I
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
E
E
V E
R G
L A
D E
S
R
E S
T O
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T I O
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C9
SECTION
B1
LOCK PIN DETAIL
B2
LOCK TONGUE DETAIL
A5
DETAIL
A5
CZ0003
C7
CZ0003
D1
CZ0004
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
D4
CZ0004
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
F I
M
E
D R
A W
I N
G
D
A T
E
A N
S I
D
W E
P C
X
X X
X
J A
C K
S O
N V
I L
S
T R
I C
T
S
R
V
D
J A
C K
S O
N V
I L
C
E R
P B
C W
P A
C
G
B
S W
P d w g L U
H
M
I C
H A
E L
N T
R A
B
M I T
T a n t e 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
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
E
E
V E
R G
L A
D E
S
R
E S
T O
R A
T I O
N
P
L A
N
C
E R
P
B R
O W
A R
D
C
O U
N T
Y
W
A T
E
S E
R V
E
A
R E
O
J E
C T
C O
N T
R A
C
I M
P O
U N
D M
E N
T
A
T
I G
A T
I O
N
A
R E
A
A
B R
O W
A R
D
C
O U
N T
Y
F
L O
R I D
A
V
S
E V
E R
A N
C E
J
B
U R
K E
N
T
I N
I O
CZ0004
S T
A N
D A
V
T
A I L
S
V E
H I C
R
R I E
R
G A
T
A I L
S
W
W
E B
E R
F7
TYPICAL VEHICLE BARRIER GATE INSTALLATION
D7
TYPICAL VEHICLE BARRIER GATE INSTALLATION
D4
HINGE PIN DETAIL
D1
HINGE DETAIL
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
F I
M
E
D R
A W
I N
G
D
A T
E
A N
S I
D
W E
P C
X
X X
X
J A
C K
S O
N V
I L
S
T R
I C
T
S
R
V
D
J A
C K
S O
N V
I L
C
C
N T
C
C
Z d w g L U
H
M
I C
H A
E L
N o v
N T
R A
B
M I T
T a n t e 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
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
E
E
V E
R G
L A
D E
S
R
E S
T O
R A
T I O
N
P
L A
N
C
E R
P
B R
O W
A R
D
C
O U
N T
Y
W
A T
E
S E
R V
E
A
R E
O
J E
C T
C O
N T
R A
C
I M
P O
U N
D M
E N
T
A
T
I G
A T
I O
N
A
R E
A
A
B R
O W
A R
D
C
O U
N T
Y
F
L O
R I D
A
V
S
E V
E R
A N
C E
J
B
U R
K E
N
T
I N
I O
CZ0005
S T
A N
D A
V
T
A I L
S
F L
O A
T I N
G
B
A R
R I E
R S
W
W
E B
E R
D1
FLOATING DEBRIS BARRIER
SCALE: NTS
A5
END PILE DETAIL
SCALE: NTS
D5
CZ0005
D5
CABLE ATTACHMENT SECTION
SCALE: NTS
F5
CABLE ATTACHMENT DETAIL
SCALE: NTS
A5
CZ0005
C8
CZ0006
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
F I
M
E
D R
A W
I N
G
D
A T
E
A N
S I
D
W E
P C
X
X X
X
J A
C K
S O
N V
I L
S
T R
I C
T
S
R
V
D
J A
C K
S O
N V
I L
C
C
N T
C
C
Z d w g L U
H
M
I C
H A
E L
N o v
N T
R A
B
M I T
T a n t e 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
Vincent Joseph Severance, State of Florida, Professional Engineer, License No. 93101
This item has been digitally signed and sealed by
Vincent Joseph Severance
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W E
P R
C O
M P
R E
H E
N S
I V
E
E
V E
R G
L A
D E
S
R
E S
T O
R A
T I O
N
P
L A
N
C
E R
P
B R
O W
A R
D
C
O U
N T
Y
W
A T
E
S E
R V
E
A
R E
O
J E
C T
C O
N T
R A
C
I M
P O
U N
D M
E N
T
A
T
I G
A T
I O
N
A
R E
A
A
B R
O W
A R
D
C
O U
N T
Y
F
L O
R I D
A
A4
END PILE DETAIL
SCALE: NTS
V
S
E V
E R
A N
C E
J
B
U R
K E
N
T
I N
I O
CZ0006
S T
A N
D A
V
T
A I L
S
A L
T E
R N
A T
E
F
L O
A T
I N
G
B…
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