01_DRAFT_CNT2_Plans_5Structural.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a draft structural plans file related to a special notice for the Comprehensive Everglades Restoration Plan, Broward County Water Preserve Areas Contract 2 project in Florida, issued by the US Army Corps of Engineers Jacksonville District. The notice provides draft documentation for plans and specifications for informational purposes only, not as a solicitation.
The project involves construction of dam and levee embankment, a 113-acre wetland mitigation area, 12 water control structures (including gated culverts, ungated culverts, and fixed weirs), and environmentally sensitive area systems. Key components include a dam embankment with 4,800 ft of slurry wall, backfilling of existing quarry pits up to 55 feet deep, stormwater management systems, and associated clearing, grubbing, and planting work. Interested parties can submit questions via ProjNet until March 14, 2025, at 5:00 PM EST using the provided Bidder Inquiry Key (P437TE-HNNN86).
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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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, B R
O W
A R
D C
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F L
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AC PAVEMENT. FOR DETAILS OF FINISH SURFACES, SEE CIVIL DRAWINGS.
INDICATING EITHER GROUND SURFACE, TOP OF CONCRETE SLAB, OR
FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS,
UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL DRAWINGS THE
ELEMENT IS PROHIBITED.
28 DAY COMPRESSIVE STRENGTH. OVERLOADING OF ANY STRUCTURAL
ELEMENTS ARE IN PLACE, AND ALL CONCRETE HAS REACHED THE SPECIFIED
CONSTRUCTION LOADS BY BRACING AND BALANCING UNTIL ALL STRUCTURAL
CONSTRUCTION, THE STRUCTURES MUST BE PROTECTED FROM ALL
TO RESIST THESE LOADS WHILE ONLY PARTIALLY CONSTRUCTED. DURING
COMPLETED STRUCTURES. THE STRUCTURES HAVE NOT BEEN DESIGNED
FOR OPERATIONAL, HYDROSTATIC, AND BACKFILL LOADS ON THE
ROLLER COMPACTION OF 5 KIP/FT. STRUCTURES HAVE BEEN DESIGNED
STRUCTURES HAVE BEEN DESIGNED FOR A VERTICAL LINE LOAD
PROVIDED BY MANUFACTURERS OF EQUIPMENT.
MECHANICAL, ELECTRICAL, CIVIL DRAWINGS AND SHOP DRAWINGS
STRUCTURAL DRAWINGS MUST BE USED IN COORDINATION WITH
PROVIDED FOR PRIOR TO PLACING CONCRETE.
DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS, MUST BE
OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL
MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,
OF PLACEMENT.
ALL BOLT PATTERNS MUST BE TEMPLATED TO ENSURE ACCURACY
AND PATTERNS MUST BE VERIFIED WITH THE MANUFACTURER.
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, TYPES,
MECHANICAL OR ELECTRICAL EQUIPMENT MUST BE COORDINATED
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE.
THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT
CONSTRUCTION DESIGN CRITERIA
GENERAL NOTES
5VERTICAL LINE LOAD ROLLER COMPACTION (KIP/FT):
HL-93SURCHARGE VEHICLE, EXTREME: ………………...…
HL-93SURCHARGE VEHICLE, UNUSUAL: ……………………
LATERAL SOIL TEMPORARY SURCHARGE
DESIGN CRITERIA
AND APPENDIX OF CALCULATIONS.
FOR DESIGN CRITERIA, REFER TO PROJECT DESIGN DOCUMENTATION REPORT
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k3endlml Stamp
54 53 49 56
40'-6"
(TYP)
2'-0"
A2
C2
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INVERT EL -0.50
S-500A UNGATED CULVERT - SECTION
-5
A U
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A T
E D C
U L V
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T
SPECIFICATION 33 41 00
PIPE, ASTM F94 REFER TO
S-2101
ROAD EL 6.68 (TYP)
CANAL MAINTENANCE
B
A
A B
INDEX 430-031
FDOT STANDARD PLANS
ACCORDANCE WITH
PROVIDE ENDWALL IN
INVERT EL -0.50
SURFACE TREATMENT
REFER TO DWG CF1901 FOR
SURFACE TREATMENT (TYP)
REFER TO DWG CF1901 FOR
FOOTING
HEADWALL
DAMS AND LEVEES
EMBANKMENT FOR EARTH
SPECIFICATION 35 73 13
IN ACCORDANCE WITH
PLACED AND COMPACTED
BACKFILL MUST BE
FILL EMBANKMENT
(TYP OF 2)
HDPE PIPE
S-500A UNGATED CULVERT - SECTION
D7
BACKFILL
CLSM
SEE SECTION D7 / -
CLSM BACKFILL
SEE SECTION D7 / -
CLSM BACKFILL
AND BTWN PIPES)
SIDES OF CULVERT
BACKFILL (BOTH
TOP OF CLSM
(2 LAYERS)
BIAXIAL GEOGRID
(TYP)
5'-0" MIN
(2 LAYERS)
BIAXIAL GEOGRID
(TYP)
27'-0"
SURFACE TREATMENT
REFER TO DWG CF1901 FOR
THIS DWG
INDEX 430-031
FDOT STANDARD PLANS
ACCORDANCE WITH
PROVIDE ENDWALL IN
PIPE CENTERLINE
BE BACKFILLED WITH CLSM UP TO
AREA BETWEEN CULVERTS MUST
60"Ø HDPE PIPE (TYP OF 2)
(T Y
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(MIN, TYP)
5'-0" CLR
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C H
J O
I N
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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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
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C-512 CANAL
0 4' 8'2'
0 4' 8'2'
C L
CULVERT
R O
A D
C A
N A
L M
A
IN
T E
N A
N C
E
PER CIVIL
FG EL
CANAL EL -1.00
BOTTOM OF C-512
TOC EL -1.00
S-500A UNGATED CULVERT - PLAN
EXISTING CANAL A/5
S-2101
C2
F L
O W
FLOW
GENERAL SHEET NOTES
SECTION 35 31 19 STONE CHANNEL PROTECTION FOR STRUCTURES.
TO STRUCTURES. STONE MUST BE PLACED IN ACCORDANCE WITH SPECIFICATION
REFER TO CIVIL DRAWINGS FOR STONE PLACEMENT REQUIREMENTS ADJACENT8.
NOT USED.7.
FOUNDATION PREPARATION.
ACCORDANCE WITH SPECIFICATIONS 31 00 00 EARTHWORK AND 31 60 00
CONTRACTOR MUST EXCAVATE, PREPARE SUBGRADE, AND BACKFILL IN 6.
NOT USED.5.
REQUIREMENTS).
GRADE TREATMENT (STONE, SOIL-CEMENT, AND OTHER SOIL MATERIAL
REFER TO CIVIL DRAWINGS FOR EMBANKMENT PROTECTION AND FINISHED4.
DRAWINGS. SEE DRAWING CF1901 FOR AREA S-500A CIVIL SITE WORK DETAILS.
ELEVATIONS AND SLOPE REQUIREMENTS ARE ESTABLISHED ON THE CIVIL
THE STRUCTURAL DRAWINGS ARE SHOWN FOR REFERENCE. FINISHED GRADE
CIVIL GRADE LOCATIONS, ELEVATIONS, COORDINATES AND SLOPES SHOWN ON3.
GRIDLINES ARE SHOWN TO INSIDE FACE OF ENDWALLS.2.
BRIDGE CONSTRUCTION AND FDOT STANDARDS PLANS INDEX 430-031.
DRAWING MUST COMPLY WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND
ENDWALL DETAILS SHOWN ON THIS DRAWING. ENDWALL DETAILS SHOWN ON THIS
PROJECT CONCRETE AND GENERAL NOTES ARE NOT APPLICABLE FOR THE 1.
TOC EL 6.17
EL 6.1
EXTREME HW
F L
W
EL 4.4
UNUSUAL HW
EL 3.8
USUAL TW
EL 3.8
USUAL HW
EL 4.3
UNUSUAL TW
EL 5.6
EXTREME TW
(OPP HAND)
MITIGATION AREA A
AREA NORTH OF
N
E 844574.05
N 640619.90
E 844574.43
N 640583.49
8'0 4' 16'
S-2101
C2
SW 36TH ST
U S
S O
U T H P
O S T R
O A
D
KEY PLAN
N
A
SHEET KEYNOTES
PILES. SEALS BETWEEN SHEET
EXCAVATION SUPPORT SYSTEM SUCH AS SEAL SLAB AND GASKETED
SHALL BE DESIGNED TO EXCLUDE GROUNDWATER FROM WITHIN THE
THE EXCAVATION SUPPORT SYSTEM CONSTRUCTION CONTRACTOR.
STRUCTURE FOR S-500A WILL BE THE RESPONSIBILITY OF THE
SELECTION OF THE TYPE AND LOCATION OF THE EARTH RETAINING A.
A
B2
S-2102
S-2102
E2
S-2102
E2
A2
S-2101
A2
S-2101
S-2101
D7
S-2101
D7
CL CULVERT CL
STRUCTURE
NORTH ENDCL
STRUCTURE
SOUTH ENDCL
SW 26TH ST
GRIFFIN ROAD
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 3 of 58 Date: 2024.07.09 13:59:55-04'00'
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N
Z . L
Y O
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FOUNDATION
ENDWALL
ENDWALL FOUNDATION
8" 3'-10"
2'-4"
16'-0"
40'-6"
S-500A TYPICAL ENDWALL - PLAN
40'-6"
S -5
A U
N G
A T
E D C
U L V
E R
T E
N D
W A
L L
S-500A TYPICAL ENDWALL - ELEVATION
8'-6" 16'-0"
TO SPECIFICATION 33 41 00
INDEX 430-031
FDOT STANDARD PLANS
ACCORDANCE WITH
PROVIDE ENDWALL IN
S-500A TYPICAL ENDWALL - SECTION
B8
S-2102
3'-6"
INDEX 430-031
FDOT STANDARD PLANS
ACCORDANCE WITH
PROVIDE ENDWALL IN
S-500A UNGATED CULVERT - ISOMETRIC
SCALE: NTS
E8
PLANS INDEX 430-031
WITH FDOT STANDARD
IN ACCORDANCE
PROVIDE ENDWALL
A
B
8'-6"16'-0"
(TYP OF 2)
FOUNDATION
ENDWALL
SPECIFICATION 33 41 00
10"
A
(TYP OF 2)
ENDWALL (TYP OF 2)
(TYP)
2'-6"
S O
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SHEET ID
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US Army Corps
U .S
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/2 n te c T
E T
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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
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A N
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N
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P
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P R
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A L
CL
4'0 2' 8'
4'0 2' 8' 4'0 2' 8'
EL -3.00
EL -1.75
TOC EL 6.17
CULVERT CL CULVERT
INV EL -0.50
TOC EL -1.00
EL -3.00
EL -1.75
TOC EL 6.17
INV EL -0.50
TOC EL -1.00
CL CULVERT CL CULVERT
S-2102
E2
S-2102
E2
S-2101
C2
GENERAL SHEET NOTES
REQUIREMENTS).
TREATMENTS (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CF 1901 FOR EMBANKMENT PROTECTION AND FINISHED GRADE 2.
COVER MUST BE IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 430-031.
MATERIAL, DETAILS, DIMENSIONS, REINFORCING AND REINFORCING CLEAR
CONTRACTOR MUST FURNISH AND INSTALL ENDWALL COMPLETE AND IN PLACE.1.
N
OPP HAND
(TYP AT ENDWALL)
PENETRATION
ENDWALL PIPE
B8
S-2102
B8
S-2102
B2
S-2102
SZ0004
F4
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 4 of 58 Date: 2024.07.09 14:00:20-04'00'
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54 53 49 56
T Y
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ACCESS ROAD
G E
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R A
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N D E
L E
V A
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N
UNGATED BOX CULVERT
5'-0"x6'-0" CIP CONC
S-2601
D
B
SEE CIVIL, TYP
FINISH GRADE
HEADWALL (TYP)
CIP CONC INLET
CIP CONC OUTLET HEADWALL
A
129'-8"
B1
S-505E UNGATED CULVERT - SECTION
S-505E UNGATED CULVERT - PLAN
D1
C
B
C
D
A
129'-8"
(TYP)
HEADWALL
OUTLET
CIP CONC
CIP CONC INLET HEADWALL
HEADWALL
15'-0"
(TYP)
3'-0"
15'-4"
SEE NOTE 1
LIMESTONE SUB-GRADE
15'-0" 15'-0" 15'-0" 15'-0" 15'-4" 15'-0"
15'-0"
CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ
EARTHWORK TO GROUND SURFACE
SPECIFICATION SECTION 31 00 00
BACKFILL IN ACCORDANCE WITH
PLACE AND COMPACT STRUCTURAL
BACKFILL (BEYOND)
TOP OF CLSM
SEE SECTION A1 / -
CLSM BACKFILL
SEE SECTION A1 / -
CLSM BACKFILL
S-505E UNGATED CULVERT - SECTION
A1
(TYP)
2'-0"
(TYP)
BACKFILL
CLSM
BACKFILL
STRUCTURAL
(EL VARIES)
TOP OF ROCK
CCLJCCLJ
(T Y
P
(T Y
P
THIS DWG
(MIN, TYP)
5'-0" CLR
(M
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B Y
D A
T E
C O
N T
R A
C T
N O
C
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C K
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B Y
D R
A W
N B
Y
IS
S
U E
D A
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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
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IN
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D A
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A N
S I
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-2
-C -X
X X
X
JA
C
K S
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D
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T R
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A N
M A
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-1 C
N T
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-2 .d g n
U s e r:
e m c c le ll a n
/8
/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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
CLACCESS ROAD
GENERAL SHEET NOTES
MAXIMUM LIFT HEIGHT FOR CLSM PLACEMENT MUST BE 7'-8".11.
REQUIREMENTS).
TREATMENTS (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CF1912 FOR EMBANKMENT PROTECTION AND FINISHED GRADE 10.
THE FOUNDATION.
CLSM BACKFILL MUST EXTEND TO THE HORIZONTAL LIMITS OF EXCAVATION INTO 9.
OT USED.N8.
ACCORDANCE WITH SPECIFICATION 31 00 00 EARTHWORK.
STRUCTURAL FILL MUST BE PLACED ADJACENT TO CONCRETE STRUCTURES IN 7.
CIVIL DRAWINGS. SEE DWG CF1912 FOR AREA S-505E CIVIL SITE WORK DETAILS.
GRADE ELEVATIONS AND SLOPE REQUIREMENTS ARE ESTABLISHED ON THE
ON THE STRUCTURAL DRAWINGS ARE SHOWN FOR REFERENCE. FINISHED
CIVIL GRADE LOCATIONS, ELEVATIONS, COORDINATES AND SLOPES SHOWN6.
GRIDLINES ARE SHOWN TO THE INSIDE FACE OF HEADWALLS.5.
NOT USED.4.
35 31 19 STONE PROTECTION FOR STRUCTURES.
STONE MUST BE PLACED IN ACCORDANCE WITH SPECIFICATION SECTION3.
STRUCTURES.
REFER TO CIVIL DRAWINGS FOR STONE REQUIREMENTS ADJACENT TO2.
SPECIFICATION SECTION 31 60 00 FOUNDATION PREPARATION.
SEE SPECIFICATIONS FOR FOUNDATION PREPARATION AND DENTAL WORK1.
TOC EL 7.50
CANAL EL -2.5
BOTTOM OF C-511
EL 5.5
EL 4.2
EL 4.0
EL 4.1
EL 4.4
UNUSUAL HW EL 5.5
EXTREME HW
TOC EL 7.50
INV EL -2.50
S-2601
D1
0 8'4' 16'
0 8'4' 16'
FLOW
FLOW
FLOW
HAND
OPP
CCLJ
N
INV EL -2.50
CANAL EL -2.5
BOTTOM OF C-511
HEADWALL
FULL LENGTH OF
(SIDE MOUNTED, TYP)
TYPE A PICKET RAILING
EL VARIES
TOP OF ROCK
C L
MONOLITH "2" MONOLITH "2"
CLOSURE
CCLJ
CJ-8
CJ-8
CJ-8
CJ-8
MONOLITH "1"
HEADWALL
CJ-8
CJ-8
CJ-8
CJ-8
CCLJ CCLJ CCLJ CCLJ
MONOLITH "5"
CULVERT
MONOLITH "4"
CULVERT
MONOLITH "3"
CULVERT
MONOLITH "2"
CULVERT
MONOLITH "1"
CULVERT
MONOLITH "1"
CLOSURE
CONSTRUCT CLOSURE MONOLITHS "1" AND "2".6.
PLACING CLOSURE MONOLITHS.
WAIT AT LEAST 10 DAYS FOR ALL PLACED CONCRETE TO COOL PRIOR TO 5.
CONSTRUCT ADDITIONAL CULVERT MONOLITH "2" AND "4".4.
PLACING CONCRETE ADJACENT TO IN-PLACE CONCRETE MONOLITHS.
WAIT AT LEAST 10-DAYS FOR ALL PLACED CONCRETE TO COOL PRIOR TO 3.
BETWEEN EACH CULVERT MONOLITH.
CHECKERBOARD PATTERN, LEAVING ONE SECTION OF CULVERT MONOLITH
CONSTRUCT CULVERT MONOLITHS "1", "3" AND "5" IN ALTERNATING 2.
CONSTRUCT HEADWALL MONOLITHS "1" AND "2".1.
SEQUENCE:
CULVERT MONOLITHS INCLUDING ALL WALLS AND SLABS.
REQUIRED TO COMPLETE CLOSURE BETWEEN THE HEADWALL MONOLITH AND
A CLOSURE MONOLITH MUST BE CONSIDERED ALL REINFORCED CONCRETE
CONSIDERED CCLJ-1 THROUGH CCLJ-2 ON DRAWING SZ0001.
AND SLABS BETWEEN CONDUIT CONTROL JOINTS. CONDUIT CONTROL JOINTS ARE
REQUIRED TO COMPLETE EACH LENGTH OF THE CONDUIT INCLUDING ALL WALLS
A CULVERT MONOLITH MUST BE CONSIDERED ALL REINFORCED CONCRETE
MONOLITH.
THROUGH CJ-8 ARE REQUIRED WHERE INDICATED WITHIN THE HEADWALL
ANY WINGWALLS UP TO THE MONOLITH CONTRACTION JOINTS. INSTALLATION OF CJ-1
REQUIRED TO COMPLETE THE HEADWALL INCLUDING ALL WALLS AND SLABS AND
A HEADWALL MONOLITH MUST BE CONSIDERED ALL REINFORCED CONCRETE
CJ-8 ON DRAWING SZ0001.
CONSTRUCTION JOINTS. CONSTRUCTION JOINTS ARE CONSIDERED CJ-1 THROUGH
A MONOLITH IS CONSIDERED CONCRETE THAT IS CAST WITH NO JOINTS OTHER THAN
CONSTRUCTION SEQUENCE NOTES
8'0 4' 16'
S-2601
D1
L
E 845738.87
N 637926.60
STRUCTURE
SOUTH ENDCL
E 845603.21
N 637925.13
STRUCTURE
NORTH ENDC
CCLJ CCLJ
N
SW 36TH ST
U S
S O
U T H P
O S T R
O A
D
KEY PLAN
A A
SHEET KEYNOTES
PILES. SEALS BETWEEN SHEET
EXCAVATION SUPPORT SYSTEM SUCH AS SEAL SLAB AND GASKETED
SHALL BE DESIGNED TO EXCLUDE GROUNDWATER FROM WITHIN THE
THE EXCAVATION SUPPORT SYSTEM CONSTRUCTION CONTRACTOR.
STRUCTURE FOR S-505E WILL BE THE RESPONSIBILITY OF THE
SELECTION OF THE TYPE AND LOCATION OF THE EARTH RETAINING A.
B1
S-2601
B1
S-2601
A1
S-2602
A1
S-2602
S-2602
D1
S-2602
D1
SZ0005
D2
A5
S-2602
A5
S-2602
A1
S-2601
A1
S-2601
C U
L V
E R
T
(T Y
P
(T Y
P
SW 26TH ST
GRIFFIN ROAD
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 5 of 58 Date: 2024.07.09 14:00:47-04'00' 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
(TYP OF 2)
CIP CONC HEADWALL
HEADWALL
CIP CONC
W W
E B
E R
P L
A N
S
E C
T
IO
N S
A N
D D
E T
A
IL
S
S -5
E U
N G
A T
E D
C U
L V
E R
T E
N D
W A
S-2602
C A
T T
U R
IN
I
C
K A
L T
E N
B A
Z
L Y
B
A
B
D
C
BOX CULVERT
CIP CONC UNGATED
DOUBLE 5'-0" x 6'-0"
BOX CULVERT
CIP CONC UNGATED
DOUBLE 5'-0" x 6'-0"
(TYP AT FDTN)
CJ-1 WATERSTOP
(TYP AT TOP SLAB)
CJ-5 WATERSTOP
CJ-7
CCLJ-2
CJ-7
CCLJ-2 WATERSTOP
12'-0" 1'-6"
1'-6"
TOP SLAB REINF
FOR BOX CULVERT
REFER TO A5 / -
EW EF
#6@12"
EW T&B
#6@12"
SLAB REINF
BOX CULVERT FDTN
REFER TO A5 / - FOR
EW T&B
#6@12"
(TYP)
3" CLR
(T Y
P
L A
P
EW EF (TYP)
#6@12"
EF (TYP)
#6 DOWELS @ 12"
(TYP)
3" CLR
(T Y
P
C
L R
EW EF (TYP)
#6@12"
BOX CULVERT (TYP)
AT ALL CORNERS OF
PROVIDE 2" CHAMFER
S-505E BOX CULVERT AT HEADWALL - SECTION
S-505E NON - GATED CULVERT - SECTION
D5
S-505E NON - GATED CULVERT - PLAN
C
(T Y
P
L A
P
REINF
FOR HEADWALL
REFER TO A5 / -
REINF
BOX CULVERT WALL
REFER TO A1 / - FOR
S-505E HEADWALL - DETAIL
D9
SLAB REINF
BOX CULVERT TOP
REFER TO A1 / - FOR
EW EF
#6@12"
EF
#6 DOWELS @ 12"
EMBEDEMBED
4" CLR
SLAB REINF
INLET / OUTLET FDTN
REFER TO A1 / - FOR
C
L R
C
L R
C
L R
C
L R
CCLJ-1 WATERSTOP
2'-6" 12'-0"
EMBED
EMBED
WATERSTOP
CCLJ-2
CCLJ-1 CJ-4
S-505E HEADWALL - DETAIL
F5
REINFORCING
1'-6" THICK WALL
REFER TO A1/- FOR
C
EMBED
REINFORCING
1'-0" THICK WALL
REFER TO A5/- FOR
2'-6" WATERSTOP
CCLJ -1
EW T&B
#5@12"
(TYP)
HOOKS TO FIT
FIELD ROTATE
EW EF
#6@12"
B C
(TYP)
2" CLR
(TYP)
1'-0"
4" CLR
EW T&B (TYP)
#5@12"
EW EF (TYP)
#5@12"
EF (TYP)
#5 DOWELS @ 12"
(TYP AT FDTN)
CJ-1 WATERSTOP
C
L R
S-505E BOX CULVERT - SECTION
A5
(T Y
P
C
L R
CJ-4
WINGWALL
CIP CONC
(TYP)
3" CLR
A8
S-505E HEADWALL - SECTION
ONLY
OUTSIDE FACE
#6@12" VERT
ONLY
INSIDE FACE
#7@12" VERT
ONLY
OUTSIDE FACE
#6 DOWELS @ 12"
EW T&B
#6@12"
(T Y
P
C
L R
CJ-2
FOUNDATION
CIP CONC
INSIDE FACE ONLY
#7 DOWELS @ 12"
(T Y
P
L A
P
EF
#6@12" HORIZ
@ 12" EF
#6 DOWELS
BOX CULVERT (TYP)
AT ALL CORNERS OF
PROVIDE 2" CHAMFER
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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A
M A
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S I Z
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S U
B M
IT
T
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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
IL
L E
D
IS
T R
IC
T
S
A N
M A
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D
J A
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S O
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IL
L
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C
-1 C
N T
S
-2 .d g n
U s e r:
e m c c le ll a n
/8
/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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
4'0 2' 8'
TOC EL 7.50
S-2601
D1
S-2602
D1
0 4' 8'2'
4'0 2' 8'
TOC EL 7.50
TOC EL 4.50
TOC EL -2.50
OPP HAND
CL BOX CULVERT
EL 5.00
OPP HAND
S-2601
D1
CL BOX CULVERT
TOC EL -2.50
N
FULL LENGTH OF HEADWALL
(SIDE MOUNTED, TYP)
TYPE A PICKET RAILING
S-2602
D1
0 2' 4'1'
N
TOC EL 5.00
OPP HAND
OPP HAND
CCLJ
CCLJ
S-2602
D1
0 2' 4'1'
N
CCLJ
DEVELOPMENT OF BARS.
REFER TO A2/SZ0003 FOR HOOK EMBEDMENT AND LAP LENGTHS REQUIRED FOR 1.
GENERAL SHEET NOTES
EL 4.50
TOC
EL -2.50
TOC
4'0 2' 8' S-2601
D1
EL 7.50
TOC
OPP HAND
S-2602
D1
MOUNTED, TYP)
RAILING (SIDE
TYPE A PICKET
4'0 2' 8'
EL -2.50
TOC
EL 3.50
CJ
FULL LENGTH OF HEADWALL
(SIDE MOUNTED, TYP)
TYPE A PICKET RAILING
D5
S-2602
D5
S-2602
A8
S-2602
A8
S-2602
SZ0005
D2
SZ0005
D2
S-2602
D9
S-2602
F5
S-2602
D9
S-2602
F5
SZ0005
D2
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 6 of 58 Date: 2024.07.09 14:01:27-04'00'
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
SHEET PILE PZ-22 (TYP.)
SEE CIVIL SHEETS FOR DETAILS
EXISTING SOIL
1'-0"
TREMIE CONCRETE
#5 REBAR (TYP.)
1 1/2 " CLR (TYP.)
@ 12" C-C (TYP.)
#4 STIRRUP
AND EXTEND 18" INTO CONCRETE CAP
EMBED 30" INTO TREMIE CONCRETE
#8 REBAR @ 12" C-C
4'-0"
3/4" CHAMFER (TYP.)
FINAL GRADE OF CANAL
NEW PZ-22 SHEETPILE
F
R O
M C
-C O
F S
H E
E T
1 1/2 " CLR (TYP.)
SHEET PILE PZ-22 (TYP.)
EXISTING SOIL
TREMIE CONCRETE
#8 REBAR (TYP.)
@ 12" C-C (TYP.)
#4 STIRRUP
T
O
3/4" CHAMFER (TYP.)
AND EXTEND 18" INTO CONCRETE CAP
EMBED 30" INTO TREMIE CONCRETE
#8 REBAR @ 12" C-C
FINAL GRADE OF CANAL
2'-6"
4'-0"
5 EQ. SPACED #8 REBAR
E
Q S
P A
C E
D
R
E B
A R
#4 STIRRUP @ 12" C-C (TYP.)
E
Q S
P A
C E
D
R
E B
A R
3 EQ. SPACED #5 REBAR
#4 STIRRUP @ 12" C-C (TYP.)
E
Q S
P A
C E
D
R
E B
A R
6 EQ. SPACED #5 REBAR
#5 REBAR#5 REBAR
C-511 CANAL
V A
R
IE
VARIES (SEE ELEVATION VIEWS ON SHEET S-2702)
C.I.P. CONCRETE (TYP.)
TOP OF CAST IN PLACE CONCRETE WEIR
TOP OF SHEETING
#8 REBAR @ 12" C-C (TYP.)
MIN.
3'-0"
INTO CANAL BANK AS SHOWN
REINFORCED CAP AT TOP OF SHEETS
EXTEND TREMIE CONCRETE AND
K A
T Z
E N
B E
R G
E R
S-2701
E
O L
E A
M
P O
S A
A
J
T R
O X
E
1'-0" BELOW CREST
TOP SHEETING
PER TABLE
CREST ELEV.
SEE DETAIL C5
SHEET
CL
SHEET
CL
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
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D
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T R
IC
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S
A N
M A
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-1 C
N T
S
-2 .d g n
U s e r:
m a rk
.e n o s
/6
/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
Mauricio Posada signed and sealed by
This item has been digitally
License No. 69521
Professional Engineer, State of Florida, Mauricio Posada, 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
WEIR
S-505B
S-505C
S-505F
LOWER STAGE ELEVATION TIP ELEVATION
2.40
3.00
3.00
-47.00
-47.00
-8.00
UPPER STAGE ELEVATION
4.50
4.50
5.00
PER TABLE
CREST ELEV.
SEE DETAIL C5
TOP OF SHEET PILE
(TYP.)
T
Y P
T
Y P
T
Y P
(MINIMUM PAST F.G.)
5'-0"
T
O
NOT SHOWN
NOTE: LONGITUDINAL REINFORCEMENT AND STIRRUPS
(S E
E S
-2
S-505B, S-505C, S-505F PLAN VIEW - BROAD CRESTED WEIR
NOT TO SCALE
TYPICAL SECTION - BROAD CRESTED WEIR - LOWER STAGE
NOT TO SCALE
S -5
B
S -5
C
S -5
F
TYPICAL SECTION - BROAD CRESTED WEIR - UPPER STAGE
NOT TO SCALE
TYPICAL SECTION - REINFORCING FOR LOWER STAGE
NOT TO SCALE
TYPICAL SECTION - REINFORCING FOR UPPER STAGE
NOT TO SCALE
TYPICAL SECTION - BROAD CRESTED WEIR - STAGE TRANSITION
NOT TO SCALE
E2E2
C2 C5
E6
B8
A2
THE SECTION PROPERTIES OF THE PZ22 PILES
CONTRACTOR AS LONG AS THE ALTERNATIVE PILES MEET OR EXCEED
PILES. ALTERNATIVE STEEL SHEET PILES MAY BE USED BY THE
BROAD CRESTED WEIR IS DESIGNED BASED ON PZ22 STEEL SHEET 1.
GENERAL SHEET NOTES
B R
O A
D C
R E
S T
E D
W E
IR
D
E T
A
IL
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
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M
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IO
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O N
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N O
T R
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W
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N
O T
FO
R
C O
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/0
6/
C O
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AC
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M
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- F
IN
AL
N O
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FO
R C
O N
ST
R
U C
TI
O
NDRAFT
.5
(T
Y P
19.35' 5' (TYP.)
95' (FROM CL OF CANAL)
C-511 CANAL
D-511 EMBANKMENT
SHOWN)
(LIMITS OF SHEETING
S-505C WEIR
EXTENDED INTO BANK AT TOP AS SHOWN
THE FINISHED GRADE OF CANAL AND
TREMIE CONCRETE TO BE PLACED ABOVE
C-511 CANAL
D-511 EMBANKMENT
SHOWN)
(LIMITS OF SHEETING
S-505B WEIR
100' (FROM CL OF CANAL)
.5
.1
(T
Y P
37.5'5' (TYP.)
EXTENDED INTO BANK AT TOP AS SHOWN
THE FINISHED GRADE OF CANAL AND
TREMIE CONCRETE TO BE PLACED ABOVE
5' (TYP.)10'
(T
Y P
C-511 CANAL
D-511 EMBANKMENT
L-511 EMBANKMENT
S-505F WEIR
95' (FROM CL OF CANAL)
AS SHOWN
EXTENDED INTO BANK AT TOP
GRADE OF CANAL AND
PLACED ABOVE THE FINISHED
TREMIE CONCRETE TO BE
A2 ON SHEET S-2701
SEE TRANSITION DETAIL
K A
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E N
B E
R G
E R
E L
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W S
B R
O A
D C
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W E
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S -5
B
S -5
C
S -5
F
S-2702
E
O L
E A
M
P O
S A
J
T R
O X
E
L
IC
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A
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D E
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IG
N E
D B
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D E
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M A
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S I Z
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S U
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B Y
D A
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C O
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N O
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H E
C K
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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
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D R
A W
IN
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T E
A N
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W
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-2
-C -X
X X
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JA
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A N
M A
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O B
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-1 C
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-2 .d g n
U s e r:
C A
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/0
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/0
/2 n te c T
E T
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
Mauricio Posada signed and sealed by
This item has been digitally
License No. 69521
Professional Engineer, State of Florida, Mauricio Posada, 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
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
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140
-60 -60
-40 -40
-20 -20
0 0
20 20P R
R /W
3.0'
4.5'
-47.0'
(TYP.) (MINIMUM PAST F.G.)
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140
-60 -60
-40 -40
-20 -20
0 0
20 20
-47.0'
4.5'
2.4'
(TYP.)(MINIMUM PAST F.G.)
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140
-40 -40
-20 -20
E X
R /W
3.0'
5.0'
-8.0'
(TYP.) (MINIMUM PAST F.G.)
C1
CROSS SECTION - S-505C WEIR
20' 40'020' 40'0
E1
CROSS SECTION - S-505B WEIR
A1
CROSS SECTION - S-505F WEIR
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.) C
O
N
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54 53 49 56
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
9'-1"
21'-2" HEADWALL MONOLITH "2"
(TYP)
5'-7"
(TYP)
13'-3"
(MIN, TYP)
5'-0" CLR
(M
IN
T
Y P
C
L R
(M
IN
T
Y P
C
L R
(MIN, TYP)
5'-0" CLR
(M
IN
T
Y P
C
R
W E
B E
R
L C
A T
T U
R
IN
I
Z . L
Y O
N
C
K A
L T
E N
B A
C
-5
A G
A T
E D C
U L V
E R
C1
E1
S-506A GATED CULVERT - PLAN
S-506A GATED CULVERT - PLAN
S-506A GATED CULVERT - PLAN
HEADWALL
CIP CONC INLET
CONC ENCASEMENT
FORM LINER W/CIP
G E
N E
R A
L P
L A
N
CONC ENCASEMENT
FORM LINER W/CIP
S-2801
SEE SECTION B1/S-2804
CONC PIPE ENCASEMENT
CONC ENCASEMENT
FORM LINER W/CIP
30'-0"
DWG
THIS
105'-0"
30'-0" 84'-1"
6'-2" 14'-0" 1'-0"
C8
S-506A INLET STRUCTURE - ISOMETRIC
SEE SECTION A1/S-2804
CONC PIPE ENCASEMENT
INTO EXCAVATED SLOPES
EXTEND HORIZONTALLY 2 FT
FILTER SAND CHIMNEY MUST
NOTE 7 ON THIS SHEET)
PLACEMENT (SEE GENERAL
APPROXIMATE LIMITS OF CLSM
HEADWALL
CIP CONC INLET
CONC ENCASEMENT
HDPE PIPE AND CIP
30'-1" HEADWALL MONOLITH "1"
INTO EXCAVATED SLOPES (TYP)
EXTEND HORIZONTALLY 2 FT
FILTER SAND CHIMNEY MUST
DRAIN PIPE
12" DIA TOEC
DWG CZ0017 FOR DETAILS
SYSTEM. REFER TO CIVIL
BLANKET AND TOE DRAIN
SEEPAGE COLLECTION
(TYP)
STONE TYPE "H"
"H" (TYP)
STONE TYPE
16'-6"1'-0" 12'-7"
75'-3"
CLOSURE
15'-0"
CULVERT
15'-3"
CLOSURE
15'-0"
SECTION A1/S-2804
ENCASEMENT SEE
CONC PIPE
(T Y
P
NOTES 7 AND 8 ON THIS SHEET)
PLACEMENT (SEE GENERAL
APPROXIMATE LIMITS OF CLSM
SPECIFICATION 35 42 35
SAND IN ACCORDANCE WITH
APPROXIMATE LIMITS OF FILTER
WITH SPECIFICATION 35 42 35
FILTER SAND IN ACCORDANCE
APPROXIMATE LIMITS OF
CULVERT
15'-0"
SEE SECTION A1/S-2804
CONC PIPE ENCASEMENT
CULVERT
15'-0"
CULVERT
15'-0"
CULVERT
15'-0"
2'-0"2'-0"
30'-0"
CHIMNEY DRAIN
BLANKET DRAIN
41'-6"
DRIVE LINE
SHEET PILE
DRIVE LINE
SHEET PILE
DRIVE LINE
SHEET PILE
DRIVE LINE
SHEET PILE
(T Y
P
DRIVE LINE
SHEET PILE
DRIVE LINE
SHEET PILE
(TYP)
STONE TYPE "H"
(TYP)
8'-4"
(TYP)
STONE TYPE "H"
S O
L
IC
IT
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D B
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B Y
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C O
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R A
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N O
C
H E
C K
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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
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X X
X
JA
C
K S
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U s e r:
e m c c le ll a n
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/0
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/0
/2 n te c T
E T
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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
N T
A N
D M
IT
IG
A T
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A R
E A
A
B R
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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
0 8'4' 16'
CL CULVERT
0 8'4' 16'
0 8'4' 16'
M A
T C
H L
IN
CL CULVERT
M A
T C
H L
IN
E
B
FLOW
FLOW
1 2
A
D
3 4
B
C
MAXIMUM HEIGHT FOR CLSM PLACEMENTS MUST BE 7'-8".10.
PLACEMENT.
SEE CIVIL DRAWINGS FOR DETAILS OF FILTER SAND AND CLSM BACKFILL 9.
INTO THE FOUNDATION.
CLSM BACKFILL MUST EXTEND TO THE HORIZONTAL LIMITS OF EXCAVATION8.
NOT USED7.
STRUCTURE (SEE SPECIFICATIONS).
USE EMBANKMENT FILL FOR BACKFILL MATERIAL AROUND CONCRETE 6.
SEE SPECIFICATIONS FOR FOUNDATION PREPARATION AND DENTAL WORK.5.
MATERIAL REQUIREMENTS).
FINISHED GRADE TREATMENTS (STONE, SOIL CEMENT, AND OTHER SOIL
REFER TO CIVIL DRAWING CF1914 FOR EMBANKMENT PROTECTION AND4.
UNLESS NOTED OTHERWISE.
GRIDLINES ARE TO THE END OF THE STRUCTURE OR INSIDE FACE OF THE WALL 3.
DRAWINGS.
ELEVATIONS AND SLOPE REQUIREMENTS ARE ESTABLISHED ON THE CIVIL
STRUCTURAL DRAWINGS ARE SHOWN FOR REFERENCE. FINISHED GRADE
CIVIL GRADE LOCATIONS, ELEVATIONS AND SLOPES SHOWN ON THE 2.
CULVERT SLIDE GATE, FLAP GATE AND STOP LOG REQUIREMENTS.
REFER TO MECHANICAL SHEETS AND DIVISION 35 SPECIFICATIONS FOR 1.
GENERAL SHEET NOTES
N N
N
CLCULVERT
SHEET KEYNOTES
SEALS BETWEEN SHEET PILES.
EXCAVATION SUPPORT SYSTEM SUCH AS SEAL SLAB AND GASKETED
SHALL BE DESIGNED TO EXCLUDE GROUNDWATER FROM WITHIN THE
CONSTRUCTION CONTRACTOR. THE EXCAVATION SUPPORT SYSTEM
STRUCTURE FOR S-506A WILL BE THE RESPONSIBILITY OF THE
SELECTION OF THE TYPE AND LOCATION OF THE EARTH RETAINING C.
REQUIREMENTS.
PARTIAL EXCAVATION SUPPORT SYSTEM SHOWN FOR CLSM PLACEMENT B.
HDPE PIPE TO BE USED AS FORM LINER FOR CIP CONCRETE ENCASEMENT. A.
CONSTRUCTION SEQUENCE NOTES
CONSTRUCT CLOSURE MONOLITHS "1" AND "2".6.
PLACING CLOSURE MONOLITHS.
WAIT AT LEAST 10 DAYS FOR ALL PLACED CONCRETE TO COOL PRIOR TO 5.
"16", 18", AND "20".
CONSTRUCT ADDITIONAL CULVERT MONOLITHS "2", "4", "6", "8", "10", "12", "14"4.
PLACING CONCRETE ADJACENT TO IN-PLACE CONCRETE MONOLITHS.
WAIT AT LEAST 10 DAYS FOR ALL PLACED CONCRETE TO COOL PRIOR TO 3.
CULVERT MONOLITH BETWEEN EACH CULVERT MONOLITH.
"19" IN ALTERNATING CHECKERBOARD PATTERN, LEAVING ONE SECTION OF
CONSTRUCT CULVERT MONOLITHS "1", "3", "5", "7", "9", "11", "13", "15", "17", AND2.
CONSTRUCT HEADWALL MONOLITHS "1" AND "2".1.
SEQUENCE:
CULVERT MONOLITHS INCLUDING ALL WALLS AND SLABS.
REQUIRED TO COMPLETE CLOSURE BETWEEN THE HEADWALL MONOLITH AND
A CLOSURE MONOLITH MUST BE CONSIDERED ALL REINFORCED CONCRETE
CONSIDERED CCLJ-1 THROUGH CCLJ-2 ON DRAWING SZ0001.
AND SLABS BETWEEN CONDUIT CONTROL JOINTS. CONDUIT CONTROL JOINTS ARE
REQUIRED TO COMPLETE EACH LENGTH OF THE CONDUIT INCLUDING ALL WALLS
A CULVERT MONOLITH MUST BE CONSIDERED ALL REINFORCED CONCRETE
MONOLITH.
THROUGH CJ-8 ARE REQUIRED WHERE INDICATED WITHIN THE HEADWALL
ANY WINGWALLS UP TO THE MONOLITH CONTRACTION JOINTS. INSTALLATION OF CJ-1
REQUIRED TO COMPLETE THE HEADWALL INCLUDING ALL WALLS AND SLABS AND
A HEADWALL MONOLITH MUST BE CONSIDERED ALL REINFORCED CONCRETE
CJ-8 ON DRAWING SZ0001.
CONSTRUCTION JOINTS. CONSTRUCTION JOINTS ARE CONSIDERED CJ-1 THROUGH
A MONOLITH IS CONSIDERED CONCRETE THAT IS CAST WITH NO JOINTS OTHER THAN CCLJ
A
A
A
L
E 845014.24
N 638087.84
STRUCTURE
NORTH ENDC
CCLJ CCLJ CCLJ
CCLJ
MONOLITH "1" MONOLITH "1" MONOLITH "2" MONOLITH "3" MONOLITH "4"
MONOLITH "5" MONOLITH "6" MONOLITH "7" MONOLITH "8" MONOLITH "9" MONOLITH "10" MONOLITH "11" MONOLITH "12" MONOLITH "13"
MONOLITH "14" MONOLITH "15" MONOLITH "16" MONOLITH "17" MONOLITH "18" MONOLITH "19" MONOLITH "20" MONOLITH "2"
SW 36TH ST
U S
S O
U T H P
O S T R
O A
D
KEY PLAN
N
TRANSITION DETAIL
ENCASEMENT REINFORCEMENT
B
B
B
C
C
C
C
C
S-2803
C5
S-2805
A5
S-2805
A1
E1
S-2802
E1
S-2802
C1
S-2802
C1
S-2802
A1
S-2802
A1
S-2802
A1
S-2804
A1
S-2804
B1
S-2804
B1
S-2804
D1
S-2810
D1
S-2810
D5
S-2810
D5
S-2810
A1
S-2810
A1
S-2810
A5
S-2810
A5
S-2810
S-2803
A1
S-2803
E8
M A
T C
H L
IN
E
A M
A T
C H
L
IN
E B
FLOW
L
E 845018.32
N 637712.25
STRUCTURE
SOUTH ENDC
CCLJ
CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ
CCLJCCLJ CCLJ CCLJ CCLJ CCLJ CCLJ CCLJ
SW 26TH ST
GRIFFIN ROAD
L
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing Date: 2024.07.09 14:02:37-04'00'
C O
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N O
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EV
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W
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N
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FO
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C O
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O N
/0
6/
C O
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- F
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N O
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FO
R C
O N
ST
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U C
TI
O
NDRAFT
W E
B E
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L C
A T
T U
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IN
I
Z . L
Y O
N
C
K A
L T
E N
B A
C H
S -5
A G
A T
E D C
U L V
E R
T
HEADWALL
CIP CONC INLET
G E
N E
R A
L E
L E
V A
T
IO
N
S-506A GATED CULVERT - SECTION
S-2802
ENCASAMENT
LINER W/CIP CONC
CULVERT INVERT EL -8.00
26TH STREET
SOUTHWEST
GENERAL NOTE 2
PER CIVIL SEE
FINISHED GRADE EL
LINER W/CIP CONC
LINER W/CIP CONC
SECTION B1/S-2804
ENCASEMENT SEE
CONCRETE PIPE
EL -8.00
INVERT
CULVERT
SEE GENERAL NOTE 4
SOIL-CEMENT NOT SHOWN
SEE GENERAL NOTE 2
MITIGATION AREA A
FINISHED GRADE AT
REFER TO CIVIL FOR
SECTION A1/S-2804
SEMENT SEEENCA
CONCRETE PIPE
SECTION A1/S-2804
ENCASEMENT SEE
CONCRETE PIPE
SEE GENERAL NOTE 4
SOIL-CEMENT NOT SHOWN
SEE GENERAL NOTE 2
C-11 IMPOUNDMENT
FINISHED GRADE AT
REFER TO CIVIL FOR
VENT
INLET
BELOW ROCK
BACKFILL WITH CLSM
(TYP)
CJ
C8
S-506A OUTLET STRUCTURE - ISOMETRIC
SCALE: NTS
EL -8.00
CULVERT INVERT
DWG
GENERAL NOTE 2 THIS
PER CIVIL, REFER TO
FINISHED GRADE EL
GENERAL NOTE 2
PER CIVIL, SEE
FINISHED GRADE EL
WALL SLOPE
LIMITS OF 1:10
ENCASEMENT)
CCLJ (TYP AT PIPE
(ELEVATION VARIES)
TOP OF ROCK
34'-6" 37'-0"
7'-0" 28'-0"
2'-0"
EMBANKMENT FILL
20'-0"
5'-0"
EMBANKMENT FILL
BACKFILL WITH CLSM
(ELEVATION VARIES)
TOP OF ROCK EL +3.00
OF CLSM PLACEMENT
APPROXIMATE LIMITS
5'-0"
(ELEVATION VARIES)
TOP OF ROCK EL +3.00
BACKFILL
CLSM
EMBANKMENT FILL
SECTION B1/S-2804
ENCASEMENT SEE
CONCRETE PIPE
PIPE, INV EL 3.0
12" DIA TOE DRAIN
DWG CZ0017 FOR DETAILS
SYSTEM. REFER TO CIVIL
BLANKET AND TOE DRAIN
SEEPAGE COLLECTION
(M
IN
(M
IN
'-0
THIS DWG
TO GENERAL NOTE 9
FILTER SAND REFER
NOTE 12 THIS DWG
REFER TO GENERAL
STONE TYPE E (BEYOND)
NOTE 12 THIS DWG
REFER TO GENERAL
STONE TYPE E (BEYOND)
THIS DWG
TO GENERAL NOTE 9
FILTER SAND REFER
SLAB, SEE NOTE 5 THIS SHEET
SUPPORT SYSTEM AND SEAL
FOR DESIGN OF THE EXCAVATION
CONTRACTOR IS RESPONSIBLE
SEAL SLAB
SLAB, SEE NOTE 5 THIS SHEET
SUPPORT SYSTEM AND SEAL
FOR DESIGN OF THE EXCAVATION
CONTRACTOR IS RESPONSIBLE
SECTION A1/S-2804
ENCASEMENT SEE
CONCRETE PIPE 2
SLAB
SEAL
SLAB, SEE NOTE 5 THIS SHEET
SUPPORT SYSTEM AND SEAL
FOR DESIGN OF THE EXCAVATION
CONTRACTOR IS RESPONSIBLE
SLAB
SEAL
NOTE 12 THIS DWG
REFER TO GENERAL
STONE TYPE H (BEYOND)
(M
IN
(M
IN
'-0
NOTE 12 THIS DWG
REFER TO GENERAL
STONE TYPE H (BEYOND)
THE CONTRACTOR
TO BE DETERMINED BY
SEAL SLAB DIMENSIONS
THE CONTRACTOR
TO BE DETERMINED BY
SEAL SLAB DIMENSIONS
THE CONTRACTOR
TO BE DETERMINED BY
SEAL SLAB DIMENSIONS
S O
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C K
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N B
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IS
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U E
D A
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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
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L E
D
IS
T R
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A N
M A
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-1 C
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U s e r:
e m c c le ll a n
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/0
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/0
/2 n te c T
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R A
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C H
J O
I N
T V
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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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
0 8'4' 16'
M A
T C
H L
IN
E
B
M A
T C
H L
IN
T C
H L
IN
T C
H L
IN
E
B
TOC EL 19.0
C-511 CANAL BOTTOM EL PER CIVIL
FLOW
FLOW
FLOW
S-2801
E1
S-2801
C1
0 8'4' 16'
S-2801
A1
0 8'4' 16'
TOC EL -9.0
3 4
TOC EL -8.75
TOC EL 8.0
STONE TYPE H OVER STONE TYPE E
SAND IN AREAS WHERE IT IS EXPOSED TO WATER. PLACE 1'-0" THICK LAYER OF
A 1'-0" THICK LAYER OF STONE TYPE E MUST BE PLACED ADJACENT TO FILTER 12.
MAXIMUM LIFT HEIGHT FOR CLSM PLACEMENTS MUST BE 7'-8".11.
PLACEMENT.
SEE CIVIL DRAWINGS FOR DETAILS OF FILTER SAND AND CLSM BACKFILL10.
FILTER MATERIAL.
FILTER SAND BACKFILL MUST BE IN ACCORDANCE WITH SPECIFICATION 35 42 35 9.
NOT USED.8.
31 00 00 EARTHWORK.
STRUCTURAL FILL MUST BE PLACED IN ACCORDANCE WITH SPECIFICATION7.
35 73 13 EMBANKMENT FOR EARTH DAM AND LEVEES.
EMBANKMENT FILL MUST BE PLACED IN ACCORDANCE WITH SPECIFICATION6.
NOT USED.5.
REQUIREMENTS).
GRADE TREATMENT (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CIVIL DRAWING CF1914 FOR EMBANKMENT PROTECTION AND FINISHED 4.
WALL UNLESS NOTED OTHERWISE.
GRIDLINES ARE TO THE END OF THE STRUCTURE OR INSIDE FACE OF THE 3.
CIVIL DRAWINGS.
GRADE ELEVATIONS AND SLOPE REQUIREMENTS ARE ESTABLISHED ON THE
THE STRUCTURAL DRAWINGS ARE SHOWN FOR REFERENCE. FINISHED
CIVIL GRADE LOCATIONS, ELEVATIONS AND SLOPES SHOWN ON2.
SLIDE GATES AND EMERGENCY CLOSURE STOP LOG REQUIREMENTS.
REFER TO MECHANICAL SHEETS AND DIVISION 35 SPECIFICATIONS FOR CULVERT1.
GENERAL NOTES
USUAL HW EL 9.3
EL 13.2 (MFSL)
EL 6.5
EXTREME
UNUSUAL HW EL 9.8
C-511 60.50' LT
STA 13+06.20
A
STA 11+85.20 C-511 60.50' RT
UNUSUAL EL 5.3
USUAL AND
SHEET KEYNOTES
FOR STONE AND SAND FILTER EXTENTS, REFER TO SHEET S-2801 AND S-2810.C.
FOR HDPE PIPE REQUIREMENTS REFER TO SHEET S-2801.B.
CONTRACTOR BASED OFF APPROVED PIPE LENGTHS.
STRUCTURE SIDE OF CANAL BANK. DIMENSIONS MUST BE COORDINATED BY
LIMITS OF 1:10 SLOPED PIPE CULVERT WALLS MUST EXTEND BEYOND OUTLET A.
EL +11.00
EL +7.50
DAM
CL D-511
A
B
B
BC
C
C
C
C
C
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 8 of 58 Date: 2024.07.09 14:03:06-04'00'
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/0
6/
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- F
IN
AL
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FO
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O N
ST
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TI
O
NDRAFT
SERVICE FLOOR
EL =9' 0"
C
A T
T U
R
IN
I
W
W E
B E
. L
Y O
N
C
K A
L T
E N
B A
A N E
L E
V A
T
IO
N A
N D S
E C
T
IO
N S
S -5
A I
N L E
T W
IN
G
W A
L L
S-2803
3'-7"
S-506A INLET STRUCTURE - TOP PLAN
C5
6'-6"
10'-9"
(T Y
P
/2
1'-4" 1'-4"
1'-0" 4'-4"
CJ-4 AT WALL
CJ-4 AT WALL
S-506A INLET STRUCTURE DETAIL
E5
OF CULVERT PIPE
MATCH INSIDE DIAMETER
48" DIA HOLE (ABOVE) TO
(BELOW) (TYP)
TOP OF WINGWALL
@DAVIT SLEEVE#4
TO EL 8.61
FROM EL 19.00
STANDARD HOOK
PROVIDE NON-
TO EL 8.61
FROM EL 19.00
STANDARD HOOK
PROVIDE NON-
C8
WINGWALL REINFORCING
REFER TO D5/S-2804 FOR
REINFORCING
FOR WINGWALL
REFER TO D1/S-2804
WINGWALL REINFORCING
REFER TO D5/S-2804 FOR
WINGWALL REINFORCING
REFER TO D8/S-2804 FOR
WALL REINFORCING
REFER TO B3/S-2804 FOR
HEADWALL REINFORCING
REFER TO D1/S-2804 FOR CJ-8
OUT FOR STOPLOG
3'-0"x1'-3" BLOCK-
CJ-3 WATERSTOP
DETAILS PER E5/-
REINFORCING
WINGWALL (BELOW)
HEADWALL REINFORCING
REFER TO D1/S-2804 FOR
NOT SHOWN (TYP)
WALL SLOPE (BELOW)
NOT SHOWN (TYP)
WALL SLOPE (BELOW)
NOT SHOWN (TYP)
WALL SLOPE (BELOW)
CJ-4 AT WALL
CJ-4 AT WALL
(T Y
P
L A
P
W8x18C8x18.75
GRATING
SERRATED BAR
1 3/4"x3/16" GALV
S-506A PIPE ENCASEMENT DETAIL
REFER TO SECTION B1 / S-2804
MATCHING WALL BATTER,
OUTSIDE FACE REINFORCING
SECTION A1 / S-2804
REINFORCING REFER TO
OUTSIDE FACE VERTICAL
WALL BATTER
STANDARD HOOK AT CCLJ
SECTION B1 / S-2804, PROVIDE
WALL BATTER, REFER TO
REINFORCING MATCHING
OUTSIDE FACE HORIZ
(T Y
P
(T Y
P
IN
L
E T
V E
N T
INLET VENT
1'-0"
1'-10"
1'-4"
4'-10"
2'-1"
11"
6'-6"
3'-0"
2'-5"
1'-10"
4'-10"
1'-4"
3'-8"
14'-0"
30'-1" HEADWALL MONOLITH
(TYP)
LAP
S O
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D B
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D E
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M A
R K
S I Z
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S U
B M
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B Y
D A
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C O
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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
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X X
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K S
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/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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
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R A
C T
R
T A
S U
B M
IT
T
A L
S-506A INLET STRUCTURE - BOTTOM PLAN
S-2801
E1
D
A
S-2801
E1
A
0 4' 8'2'
0 4' 8'2'
CL BEAMCL BEAM
(TYP)
(GALV STEEL)
GRATING
(ABOVE)
DAVIT SLEEVE
CORE MOUNT
CJ-8
D
N
N
CJ-8
CJ-8
CJ-8
S-2803
A1
C x
.7
W x
A
CL SLEEVE
CL
GRATING LIVE LOAD CAPACITY 300 PSF2.
DEVELOPMENT OF BARS.
REFER TO A2/SZ0003 FOR HOOK EMBEDMENT AND LAP LENGTHS REQUIRED FOR 1.
GENERAL NOTES
2'0 1' 4'
MOUNTED, TYP)
RAILING (SIDE
TYPE A PICKET
S-2803
C5
S-2803
C5
A
A
CJ-8
VARIES
THICKNESS
WALL
VARIES
WALL THICKNESS
0 2' 4'1'
0 4' 8'2'
N
N
1'-2"
1'-2"
AVOIDS ANY INTERFERENCE WITH STOP LOG EMBEDDED ANCHORS.
CONTRACTOR MUST VERIFY REINFORCING HAS SUFFICIENT CLEARANCE AND A.
SHEET KEYNOTES
(TYP)
A
(OPP HAND)
(OPP HAND)
(TYP)
REINFORCING AT DAVIT SLEEVE.
TO A5 / S-2804 FOR SECTION VIEW OF
SLEEVE TO SHOW REINFORCING, REFER
NOTE: SECTION CUT THROUGH DAVIT
S-2801
A1
CCLJ
N
4'0 2' 8'
D1
S-2804
D1
S-2804
S-2803
A5
SZ0015
A4
D5
S-2804
D5
S-2804
S-2803
E5
SZ0011
E3
SZ0011
C4
D8
S-2804
D8
S-2804
B3
S-2804
B3
S-2804
S-2803
C8
S-2803
E5
SZ0005
D2
SZ0004
C1
S-2803
A5
A5
S-2804
A5
S-2804
(TYP OF 4)
ANCHORS
D-RING
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 9 of 58 Date: 2024.07.09 14:03:52-04'00'
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W E
B E
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Z . L
Y O
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B A
C H
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C T
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N S A
N D D
E T
A
IL
S
S -5
A I
N L E
T W
IN
G
W A
L
S-506A INLET STRUCTURE - SECTION
W
E B
E R
S E
C T
IO
N
S A
N D
D E
T A
IL
S
S -5
A I
N L
E T
W
IN
G W
A L
S-2804
C A
T T
U R
IN
I
C
K A
L T
E N
B A
L Y
S-506A PIPE ENCASEMENT - SECTION
D8
TOC EL -9.00
CONC ENCASEMENT
FORM LINER W/CIP
S-506A PIPE ENCASEMENT SECTION
EW T&B
#9@12"
EL 19.00 TO EL 10.00
#6@12" EW EF
(T Y
P
L A
P
(TYP)
#8 DOWELS@12" EF
(T Y
P
L A
P
(TYP)
#9 DOWELS@12" EF
VENT
INLET
#9DWLS@12" EF
#9@12" EW EF
EL 10.00 TO EL -8.75
#8@12" EW EF
(TYP)
EL 19.00 TO EL 10.00
#6@12" VERT EF
(TYP)
#8@12" HORZ EF
(TYP)
EL 10.00 TO EL -8.75
#8@12" VERT EF
(TYP)
EL 13.50 TO EL 3.80
#6@6" EW EF
(TYP)
EL 3.80 TO EL -8.75
#9@12" EW EF
B3
S-506A INLET STRUCTURE SECTION
#5@12" EW EF (TYP)
#5@6" TOP
CJ-1
CJ-3 WATERSTOP
(T Y
P
L A
P
(BEYOND)
CJ-1
SLAB REINFORCING
REFER TO B3/S-2804 FOR
CJ-1
CJ-3
CJ-3
(T Y
P
L A
P
CJ-1 (TYP)
CJ-3 (TYP)
CJ-3 (TYP)
CJ-3 (TYP)
(TYP)
CJ-8
CJ-7
CJ-2
CJ-4
CJ-4
(T Y
P
L A
P
(TYP)
LAP
SLAB REINFORCING
REFER TO D1/S-2804 FOR FOUNDATION
(T Y
P
L A
P
CJ-3 WATERSTOP
(2 TOTAL)
#4 TIES@6" SPA
HEADWALL (BEYOND)
OUTSIDE FACE OF
SLEEVE (TYP)
HOOKS AROUND DAVIT
FIELD ROTATE VERT
REINFORCING
FOR HEADWALL
REFER TO D1 / S-2804
S-506A INLET STRUCTURE - DETAIL
S-506A INLET STRUCTURE - DETAIL
CJ-3 WATERSTOP
SLEEVE (TYP)
HOOKS AROUND DAVIT
FIELD ROTATE VERT
REINFORCING
FOR WALL
REFER TO D5/S-2804
(T Y
P
L
LAP
EMBED
ENCASEMENT REINFORCING
REFER TO A1/S-2804 FOR PIPE
(2)#9 (TYP)
(2)#9
(T Y
P
E M
B E
D
@12"#9
CJ-3
CJ-3 WATERSTOP
CJ-3
(BEYOND) NOT SHOWN
DAVIT SLEEVE BUMP-OUT
#8 @12" EW EF
#5@12" EW EF
TOP SLAB AND WALL REINFORCING
SEE A1/S-2806 FOR ENCASEMENT
TOP SLAB AND WALL REINFORCING
SEE A1/S-2806 FOR ENCASEMENT
CONC ENCASEMENT
FORM LINER W/CIP
CONC ENCASEMENT
FORM LINER W/CIP
SERRATE BAR GRATING
1 3/4"X3/16" GALV
SERRATE BAR GRATING
1 3/4"X3/16" GALV
#5@6" EW T&B
#5@6" EW T&B
CJ
CJ
CJ
CJ-3
W8C8
A3
DETAIL
S-506A INLET STRUCTURE
TO CONSTRUCTION
STOP LOG SUPPLIER PRIOR
ANCHOR LOCATIONS WITH
EMBEDDED ITEMS AND
BLOCKOUT DIMENSIONS,
CONTRACTOR TO VERIFY
2'-1"
5'-3"14'-1"
1'-2"
3'-4"
(TYP)
4" CLR
EMBED
EMBED
(TYP)
4" CLR
(TYP)
4" CLR
(T Y
P
L A
P
4' -0
6'-8"
3'-4"
(TYP)
3" CLR
3'-4"
E M
B E
D E
M B
C
4" CLR
(M
IN
/4
11"
(TYP)
3" CLR
E M
B E
D E
M B
4' -0
4' -0
L
R
C L
R
C L
R
2'-0"
1'-0"1'-0"
S O
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IC
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A
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N N
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D E
S
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N E
D B
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D E
S C
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N
A
M A
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S I Z
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S U
B M
IT
T
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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
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D A
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A N
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-2
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A N
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-2 .d g n
U s e r:
e m c c le ll a n
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/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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, 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
EL -8.75
EL 10.00
CJ
(GALV STEEL)
GRATING
TOC EL 19.00
A
S-2803
C5
0 4' 8'2'
D
S-2803
A1
S-2801
E1
CL PIPE
EL -8.75
TOC EL 13.50
0 4' 8'2'
S-2803
A1
TOC EL 3.80
EL -8.75
TOC EL 19.00
RAILING
PICKET
TYPE A
MOUNTED
SIDE-
EL 3.80
CJ
EL 10.00
CJ
EL -2.21
CJ
(TYP)
EL 3.80
CJ
EL 13.50
S-2801
A1
CL PIPE
CL PIPE
EL -8.75
(TYP)
0 4' 8'2'
(GALV STEEL)
GRATING
4'0 2' 8'
4'0 2' 8'
GENERAL NOTES
GRATING LIVE LOAD CAPACITY 300 PSF2.
FOR DEVELOPMENT OF BARS.
REFER TO A2/SZ0003 FOR HOOK EMBEDMENTS AND LAP LENGTHS REQUIRED 1.
S-2803
A1
4'0 2' 8'
TOC EL -2.50
INV EL -8.00
TOF EL -8.75
D
IA
(TYP)
4" CLR
EL -2.21
CJ
EL 3.80
CJ
EL -2.50
CJ
EL 8.61
FOR THE HDPE PIPE REQUIREMENTS REFER TO SHEET S-2801A.
SHEET KEYNOTES
CL OPENING
3" CLR#5@10"
(TYP)
CL SLEEVE
TOW EL 19.00
EL 13.50
EL 10.00
CJ
EL 8.61
(BEYOND)
S-2803
C8
S-2804
D5
EL 13.50
(BEYOND)
EL 10.00
CJ
TOW EL 19.00
(OPP HAND)
(SIM)
INV EL -8.00
TOC EL -2.50
D
IA
TOC EL -2.50
CL PIPE
EL -8.75
INV EL -8.00
O P E N
IN
G
O P E N
IN
G
O P E N
IN
GD
IA
A
A
A
3" CLR
4" CLR
3" CLR
4" CLR
INV EL -8.00
0 2' 4'1' 0 2' 4'1'
RAILING
PICKET
TYPE A
MOUNTED
SIDE-
#5@10" EW
S-2804
D1
(SIM)
WALL PENETRATION
CAST-IN-PLACE
BLOCKOUT
STOP LOGCL
S-2804
D1
SZ0015
A4
SZ0004
C1SZ0005
D2
SZ0015
A4
SZ0005
D2
S-2804
A5 S-2804
A8
S-2804
A8
SZ0004
F1
S-2804
A3
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing 10 of 58 Date: 2024.07.09 14:04:31-04'00'
C O
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SHEET PILE WALL
SHEET PILE (TYP)
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A L
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S-2805
K A
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B A
FORM LINER W/CIP
(TYP OF 2)
SHEET PILE CAP
DETAILS (TYP)
CAP CONNECTIONS
SHEET PILE AND PILE
SEE SHEET SZ0016 FOR
11'-0"6'-2" 1'-0"
1'-6" 14'-0"
B8
@DAVIT SLEEVE#4
1'-6"
(2 TOTAL)
#4 TIE@6" SPA
HEADWALL (BEYOND)
OUTSIDE FACE OF
SLEEVE (TYP)
HOOKS AROUND DAVIT
FIELD ROTATE VERT
REINFORCING
FOR HEADWALL
REFER TO D1 / S-2804
BAR REMOVABLE GRATING
1 3/4"X3/16" GALV SERRATED
3'-0"
21'-2" HEADWALL MONOLITH
2'-6"
2'-6"
EL 8.00
HP TOC
EL 8.00
HP TOC
1'-10"
11"
C
4" CLR
(M
IN
/4
11"
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US Army Corps
U .S
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the signature must be verified signed and sealed and document are not considered
Printed copies of this
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, B R
O W
A R
D C
O U
N T
Y
F L
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ID
A
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S-506A OUTLET STRUCTURE - BOTTOM PLAN
S-2801
A1
3 4
B
C
B
C
DAVIT SLEEVE
CORE MOUNT
(TYP OF 4)
ANCHORS
D-RING
S-506A OUTLET STRUCTURE - TOP PLAN
S-2801
A1
8'0 4' 16'
N N
8'0 4' 16'
WINGWALL
OF RETAINING
MOUNTED TO FACE
GUARDRAIL SIDE
BEAM
WINGWALL AND CONC
MOUNTED TO TOP
GUARDRAIL SURFACE
S-506A OUTLET STRUCTURE - DETAIL
S-2805
A5
S-506A OUTLET STRUCTURE - SECTION
S-2805
E8
2'0 1' 4'
CL
SLEEVECL
B
2'0 1' 4'
DAVIT SLEEVE
CORE MOUNT
AT DAVIT SLEEVE.
TO B8 / - FOR SECTION VIEW OF REINFORCING
SLEEVE TO SHOW REINFORCING, REFER
NOTE: SECTION CUT THROUGH DAVIT
GRATING LIVE LOAD CAPACITY 300 PSF.2.
DEVELOPMENT OF BARS.
REFER TO A2/SZ0003 FOR HOOK EMBEDMENT AND LAP LENGTHS REQUIRED FOR 1.
GENERAL NOTES
CLSLEEVE
TOW EL 8.00
A
SHEET KEYNOTES
FOR HDPE PIPE REQUIREMENTS REFER TO SHEET S-2801A.
S L
O P
E D
N S
L O
P E
D N
EL 4.00
LP TOC
EL 4.00
LP TOC
E1
S-2806
E1
S-2806
E4
S-2806
E4
S-2806
S-2806
A4
SZ0011
E3
SZ0011
C4
S-2806
C4
SZ0005
D2
SZ0005
D2
A1
S-2806
A1
S-2806
E7
S-2806
E7
S-2806
E7
S-2806
E7
S-2806
E4
S-2806
E4
S-2806
S-2805
E8
SZ0011
E3
A8
S-2806
A8
S-2806
SZ0004
F1
B8
S-2805
B8
S-2805
This item has been ditially signed and sealed by Craig P. Kaltenbach on the date adjacent to the seal
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by Craig Kaltenbach Reason: Ready to Advertise Drawing Date: 2024.07.09 14:05:15-04'00'
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
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W
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N
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FO
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C O
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6/
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W E
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N S A
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A
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S
S -5
A O
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IN
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W A
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C4
S-506A OUTLET WALL WITHOUT REINFORCEMENT - DETAIL
E4
S-506A OUTLET STRUCTURE - SECTION
W
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S E
C T
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D E
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A
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W
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G W
A L
S-2806
C A
T T
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IN
I
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K A
L T
E N
B A
L Y
CIVIL FOR DETAILS)
STONE (REFER TO
SEE DETAIL B2 / SZ0012
NEEDLE BEAM (NOT SHOWN)
SEE DETAIL E5 / SZ0015
NEEDLE SILL PLATE
(TYP)
#5@10" EW OF
DETAILS (TYP)
CAP CONNECTIONS
SHEET PILE AND PILE
SEE SHEET SZ0016 FOR
E2 / SZ0015
BEAM DETAILS REFER TO
FOR CONCRETE NEEDLE
(T Y
P
L A
P
SLAB REINFORCING
FOR FOUNDATION
REFER TO E1/S-2806
#6@12" EW EF
(T Y
P
L A
P
#8@12" EW T&B
E7
REINFORCING
FOR HEADWALL
REFER TO E1/-
IF (TYP)
#8 DOWELS@12"
#8@12 (TYP)
#7@12 (TYP)
OF (TYP)
#5 DOWELS@12"
S-506A OUTLET STRUCTURE - DETAIL
FOR SLAB REINFORCING
REFER TO A1/S-2806
CJ-3 WATERSTOP
CJ-1
TOC EL -9.00
CJ-1 CJ-1
CJ-3
CJ-3
WALL REINFORCING
REFER TO A4/S-2806 FOR
SHOWN FOR CLARITY
GRATING NOT
CLARITY
SHOWN FOR
RAILING NOT
(TYP)
#5 DOWELS@12" EF
#5@12" EW EF (TYP)
A4
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