BCWPA_CNT2_DRAFT_PLANS_45of46.pdf
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- Solicitation number
- W912EP24Z0002
About this file
This file summary describes a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Engineering District Jacksonville is soliciting proposals under solicitation number W912EP24Z0002 for comprehensive Everglades restoration work involving the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. Services required include construction related to improving water storage and enhancing wetland habitats as part of long-term Everglades restoration efforts. The contract type will be firm-fixed price with an anticipated award date of January 2023 and period of performance through December 2025.
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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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, MOUNTED, TYP)
RAILING (SIDE
TYPE A PICKET
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TOP OF CONC
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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
Craig P Kaltenbach signed and sealed by
This item has been digitally
License No. 63619
Professional Engineer, State of Florida, Craig P Kaltenbach, EL VARIES
(TYP)
PIPECL
PIPECL
MOUNTED, TYP)
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F 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, TOC EL 5.0
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TOC
0 2' 4'1' S-3304
D1/D6
TOC EL -2.50
TOC EL -3.50
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, LADDER
MOUNTED, TYP)
RAILING (SIDE
TYPE A PICKET
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E L
L A
N
Z . L
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N
C
K A
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B A
C H
G E
N E
R A
L P
L A
N A
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T
IO
N S
C1
S-509 UNGATED CULVERT - SECTION
S-3401
1 2
INDEX 430-030
FDOT STANDARD PLANS
ACCORDANCE WITH
PROVIDE ENDWALL IN
THIS DWG
INDEX 430-030
FDOT STANDARD PLANS
IN ACCORDANCE WITH
PROVIDE ENDWALLINV EL 1.00 INV EL 1.00
152'-0"
CREST EL 9.82 +/-
TOE ROAD
CREST EL 18.80
D-511 EMBANKMENT
TO SPECIFICATION 33 41 00
BLANKET
COLLECTION
SEEPAGE
DRAIN
CHIMNEY
SEE SECTION A1 / -
CLSM BACKFILL
SEE SECTION A1 / -
CLSM BACKFILL
(BEYOND)
BACKFILL
TOP OF CLSM
2'-0"
23'-0" 71'-6"
BACKFILL
CLSM
TO SPECIFICATION 33 41 00
NTS
23'-0"
N T
S
BLANKET
COLLECTION
SEEPAGE
S-509 UNGATED CULVERT - PLAN
BLANKET
COLLECTION
SEEPAGE
DRAIN
CHIMNEY
CLSM BACKFILL
E 844190.81
N 635698.36
STRUCTURE
NORTH ENDC
844191.58E
N 635545.69
STRUCTURE
SOUTH ENDC
EXCAVATION
BASE OF
S O
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IC
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B
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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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O R
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O F
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IN
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F
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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
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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
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A T
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P R
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V E
A R
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S P
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C T
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IV
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A D
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A T
IO
N
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A N
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P R
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R A
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IN
A
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IT
T A
L S
E P
T E
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N
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F O
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O N
S T
R U
C T
IO
N
GENERAL SHEET NOTES
S-3401
D1
C L C
U L
V E
R T
EL 6.25
TOC
EL 1.00
TOC
EL 3.9
USUAL HW
EL 4.1
UNUSUAL HW
EL 4.4
EXTREME HW
EL 3.9
USUAL TW
EL 4.1
UNUSUAL TW
EL 4.4
EXTREME TW
0 8'4' 16'
0 8'4' 16'
N
SPECIFICATION 35 42 35.
SEEPAGE COLLECTION BLANKET TO CONSIST OF FINE FILTER MATERIAL PER 10.
REQUIREMENTS).
TREATMENTS (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CF1923 FOR EMBANKMENT PROTECTION AND FINISHED GRADE 9.
THE FOUNDATION. LIMITS SHOWN ON DRAWINGS ARE THE MINIMUM REQUIRED.
CLSM BACKFILL MUST EXTEND HORIZONTALLY TO THE LIMIT OF EXCAVATION INTO 8.
CLSM PLACEMENT.
PROVISIONS TO SECURE THE HDPE FROM FLOATING DURING
SYSTEM. CONTRACTOR IS RESPONSIBLE FOR CLSM PLACEMENT SEQUENCE AND
CONTRACTOR'S SELECTED EXCAVATION SUPPORT AND GROUNDWATER CONTROL
ADJACENT TO THE CULVERT. PLACEMENT MUST BE COMPATIBLE WITH THE
CONTRACTOR MUST PROVIDE A CLSM PLACEMENT PLAN FOR CLSM BACKFILL 7.
FOUNDATION PREPARATION.
ACCORDANCE WITH SPECIFICATIONS 31 00 00 EARTHWORK AND 31 60 00
CONTRACTOR MUST EXCAVATE, PREPARE SUBGRADE, AND BACKFILL IN 6.
THE STRUCTURE.
TO REDUCE SEEPAGE AND / OR PIPING OF THE FOUNDATION MATERIAL UNDER
METHOD USED BY THE CONTRACTOR, ADDITONAL MEASURES MAY BE REQUIRED
BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. DEPENDING ON THE
31 52 10 DEWATERING AND COFFERDAM. DESIGN MUST BE SIGNED AND SEALED
SYSTEM DESIGN FOR REVIEW IN ACCORDANCE WITH SPECIFICATION SECTION
CONTRACTOR MUST PROVIDE A EXCAVATION SUPPORT AND DEWATERING 5.
REQUIREMENTS).
GRADE TREATMENT (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CIVIL DRAWINGS FOR EMBANKMENT PROTECTION AND FINISHED4.
DRAWINGS. SEE DRAWING CF1923 FOR AREA S-509 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 OUTSIDE FACE OF ENDWALLS.2.
430-030.
DRAWING MUST COMPLY WITH FDOT CMS AND FDOT STANDARDS PLANS INDEX
ENDWALL DETAILS SHOWN ON THIS DRAWING. ENDWALL DETAILS SHOWN ON THIS
PROJECT CONCRETE AND GENERAL NOTES ARE NOT APPLICABLE FOR THE 1.
(OPP HAND)
PIPECL
0 2' 4'1'S-3401
D1
EL VARIES
TOP OF ROCK
EL VARIES
TOP OF ROCK
EL 11.00
0 8'4' 16'
SW 36TH ST
U S
S O
U T H P
O S T R
O A
D
KEY PLAN
N
CANAL
C-511
SENSITIVE AREA
ENVIRONMENTALLY
L L
C1
S-3401
C1
S-3401
S-3402
B1
S-3402
B1S-3401
A1
S-3401
A1
FLOW
FLOW
SW 26TH ST
GRIFFIN ROADDRAFT
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W E
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A
IL
S-3402
4" 2'-5"
S-509 UNGATED CULVERT - PLAN
6'-0" 3'-6"6'-0"3'-6"
6"
S-509 UNGATED CULVERT - ELEVATION
E5
2'-9"
4" 10"
4"2'-1"
B5
TO SPECIFICATION 33 41 00
6"
REFER TO FDOT 430-030
CJ NOT SHOWN FOR CLARITY
REFER TO FDOT 430-030
REINF NOT SHOWN FOR CLARITY
TO SPECIFICATION 33 41 00
DETAILS
FOR CLSM BACKFILL
REFER TO A1 / S-3401
S O
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D A
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
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O F
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IN
E E
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F
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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
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N D
M E
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A N
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A R
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A
B R
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A R
D C
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P R
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IV
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A D
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IN
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M B
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N
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F O
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O N
S T
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IO
N
GENERAL SHEET NOTES
APPLICABLE.
THE CIVIL DRAWING. NOTE 7 ON FDOT STANDARD PLAN INDEX 430-030 IS NOT
CONSTRUCT FRONT SLOPE AND DITCH TRANSITIONS IN ACCORDANCE WITH2.
430-030.
CLEAR COVER MUST BE IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX
PLACE. MATERIAL, DETAILS, DIMENSIONS, REINFORCING AND REINFORCING
CONTRACTOR MUST FURNISH AND INSTALL ENDWALL COMPLETE AND IN 1.
S-3401
D1
C L C
U L
V E
R T
OPP HAND
2'0 1' 4'
CLCULVERT
EL 1.00
TOC
1 1/2
S-3402
B1
0 2' 4'1'
OPP HAND
OPP HAND
EL 1.00
TOC
S-3402
B1
2'0 1' 4'
N
(TYP AT ENDWALL)
PENETRATION
ENDWALL PIPE
S-3402
B5
S-3402
B5
S-3402
E5
SZ0004
F4
DRAFT
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WINGWALL (TYP)
CIP CONC
SECTION 33 41 00
TO SPECIFICATION
G E
N E
R A
L P
L A
N A
N D S
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T
IO
N S
S -5
C
U L V
E R
T W
IT
H R
IS
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S-3501
1 3 4
D.1
C
FOUNDATION
CIP CONCRETE
INLET WEIR WALL
B
C
A
S-511 GATED CULVERT WITH RISER - PLAN
S-511 GATED CULVERT WITH RISER - SECTION
PIPE INVERT
STOP LOGS
B
SUBGRADE
SILTY SAND
SEE CIVIL. TYP
FINISHED GRADE
REQUIREMENTS AT HDPE PIPE
FOR BEDDING AND BACKFILL
REFER TO SPECIFICATIONS
RISER WALL
OUTLET
CIP CONC
SEE SECTION D8 / -
CLSM BACKFILL
1'-0"
CLSM BACKFILL
S-511 CULVERT WITH RISER - SECTION
36" DIA HDPE PIPE
BACKFILL (BEYOND)
TOP OF CLSM
2'-0"
(TYP)
BASE SLAB
BASE SLAB
BEYOND
FOOTING
(T Y
P
(T Y
P
SEE SECTION D8 / -
CLSM BACKFILL
OUTLET HEADWALL
CIP CONC
INLET WEIR WALL
CIP CONCRETE
GATE
SWING
6'-0"
INLET WEIR WALL
CIP CONCRETE
GATE
FLAP
(TYP)
WING WALL
(TYP)
WING WALL
INSIDE RISER
CONCRETE FILL
INLET RISER WALL
WALL
OUTLET RISER
INSIDE RISER
CONCRETE FILL
BEYOND
WING WALL
E 844578.90
N 637725.41
STRUCTURE
SOUTH ENDC
2'-6"
A.1
(T Y
P
1 2 3 4
EL -0.50
PIPE INVERT
D
THIS DWG
24'-1"
(T Y
P
7'-0" 6'-9"
MITIGATION AREA A
S O
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A
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N N
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N B
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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
Y C
O R
P S
O F
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IN
E E
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F
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A R
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A
B R
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A R
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IV
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N
P L
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W E
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N
TOW EL 7.00
AREA - A
MITIGATION
FLOW
0 4' 8'2'
0 4' 8'2' S-3501
C1
GENERAL SHEET NOTES
MAXIMUM LIFT HEIGHT FOR CLSM PLACEMENTS MUST BE 7'-8".11.
REQUIREMENTS).
TREATMENTS (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CF1924 FOR EMBANKMENT PROTECTION AND FINISHED GRADE 10.
INTO THE FOUNDATION.
CLSM BACKFILL MUST EXTEND HORIZONTALLY TO THE LIMIT OF EXCAVATION 9.
CONTROL SYSTEM.
CONTRACTORS SELECTED EXCAVATION SUPPORT AND GROUNDWATER
ADJACENT TO THE CULVERT. PLACEMENT MUST BE COMPATIBLE WITH THE
CONTRACTOR MUST PROVIDE A CLSM PLACEMENT PLAN FOR CLSM BACKFILL 8.
ACCORDANCE WITH SPECIFICATION 31 23 00.00 20 AND 31 60 00.
CONTRACTOR MUST EXCAVATE, PREPARE SUBGRADE, AND BACKFILL IN 7.
REQUIRED ENDWALL DISTANCE.
HDPE PIPE MANUFACTURER MUST DETERMINE THE LAYING LENGTH BASED ON 6.
REQUIREMENTS).
GRADE TREATMENT (STONE, SOIL CEMENT, AND OTHER SOIL MATERIAL
REFER TO CIVIL DRAWINGS FOR EMBANKMENT PROTECTION AND FINISHED 5.
UNLESS NOTED OTHERWISE.
GRIDLINES ARE TO THE END OF THE STRUCTURE OR INSIDE FACE OF THE WALL 4.
DRAWINGS. SEE DRAWING CF1924 FOR AREA S-511 CIVIL SITE WORK DETAILS.
ELEVATIONS AND SLOPES REQUIREMENTS ARE ESTABLISHED ON THE CIVIL
STRUCTURAL DRAWINGS ARE SHOWN FOR REFERENCE. FINISHED GRADE
CIVIL GRADE LOCATIONS, ELEVATIONS, AND SLOPES SHOWN ON THE 3.
CULVERT SLIDE GATE, FLAP GATE AND STOP LOG REQUIREMENTS.
REFER TO MECHANICAL SHEETS AND DIVISION 35 SPECIFICATIONS FOR2.
STANTEC HYDRAULIC ENGINEER UNLESS NOTED OTHERWISE.
DESIGN WATER SURFACE ELEVATIONS (IN NAVD88) WERE DETERMINED BY 1.
EL -0.50
EL 6.3
UNUSUAL HW
EL 6.3
EXTREME HW
EL 6.3
USUAL HW
N
N
TOC EL -1.50
EL 5.5
EXTREME TW
EL 4.1
UNUSUAL TW
EL 3.9
USUAL TW
4'0 2' 8'
TOW EL 7.00
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, RISER
INLET
RISER
OUTLET
CANAL
C-511
TOW EL 2.50
TOC EL -1.50AREA - A
MITIGATION
CANAL
C-511
L
E 844537.45
N 637734.06
STRUCTURE
NORTH ENDC
(SIM) (OPP HAND)
INLET BOTTOM PLAN
AS SHOWN
OUTLET BOTTOM PLAN
(SIM) (OPP HAND)
OUTLET TOP PLAN
AS SHOWN
INLET TOP PLAN
S-3501
C1
SW 36TH ST
U S
S O
U T H P
O S T R
O A
D
KEY PLAN
N
S-3502
C2
S-3503
A1
A1
S-3501
A1
S-3501
D8
S-3501
D8
S-3501
CULVERT
FLOW
CL
L
SW 26TH ST
GRIFFIN ROADDRAFT
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B A
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B O
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T
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N S
S -5
I
N L E
T A
N D O
U T
L E
T W
IN
G
W A
L L S
S-511 OUTLET - SECTION
S-3502
S-511 OUTLET - ISOMETRIC VIEW
3 4
B
#5@8" EF
#5@10" EF
EW T&B
#5@8"
S-511 - SECTION THRU PIPE
SPECIFICATION SECTION 33 41 00
1'-0"
5'-0"
2'-6"
2'-3"
CJ-1
#5@8" EF
#5@10" EF
CJ-1
EW T&B
#5@8"
#5@8" EF
#5@10" EF
1'-0"
THROUGH HEADWALL
PIPE PENETRATION
BEYOND
CONCRETE HEADWALL
WEIR WALL
CIP CONC INLET
8'-0" 1'-0" 2'-6"
2" CLR
C
L R
C
L R
#5@8" EW T&B
C
L R
BASE SLAB (TYP)
A6
EW T&B
#5@8"
C
L R
#5@8" EF
#5@10" EF
2" CLR
1'-0"
SEE CIVIL
FINISHED GRADE
#4@10" EF
#4@8" EF
"FLAP GATE
BELOW
CONC FOUNDATION
N
T S
O
P P
H A
N D
N
T S
STOP LOGS
WING WALL (TYP)
HEAD WALL
STOP LOGS
GUARD RAIL (TYP)
SIDE MOUNTED
(TYP, UNO)
GUARD RAIL
SIDE MOUNTED
SWING GATE
HEADWALL BEYOND
CONCRETE
CYLINDER PIPE
#5@12 EW
4'-9"
(TYP)
3"
D D.1
A A.1
CB 43
FOUNDATION
CONC
GUARD RAIL
REMOVABLE
#5@12 EW
@ 12" EF#5
(T Y
P
" #5@12 EFEW
#5@12
SWING GATE
N
T S
O
P P
H A
N D
N
T S
N
T S
O
P P
H A
N D
N
T S S
O L
IC
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A T
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N
N O
D E
S
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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
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B Y
D A
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C O
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C T
N O
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C K
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B Y
D R
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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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0 2' 4'1' S-3502
C2
(T Y
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TOC
(TYP)
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, OPP HAND
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S-511 INLET AND OUTLET - DETAIL
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0 2' 4'1' S-3503
A1
TOC EL 7.00
TOC EL -1.50
(TYP)
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, TOC EL -0.50
TOC EL -1.50
TOC EL 7.00
TOC EL 2.51
DAVIT SLEEVE
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S-511 INLET STRUCTURE REMOVABLE GRATING COMPONENTS - DETAIL
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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, TOC EL 7.00
GUARDRAIL (TYP, UNO)
SIDE MOUNTED
GUARDRAIL
REMOVABLE
FOR GRATING SUPPORT DETAILS SEE DRAWING SZ0015.9.
FOR FALL PROTECTION DETAILS SEE DRAWING SZ0011.8.
DIRECT CONTACT WITH SS EPOXY-SET ANCHORS.
PROVIDE CONCRETE STEEL REINFORCING AT LOCATIONS THAT WILL PREVENT7.
GRATING DEPTH TO PERMIT DRAINAGE WHERE NEEDED FOR DRAINAGE.
CUT OPENINGS. AT PANEL ENDS, BANDING BARS MUST BE 1/4" LESS THAN
BAND GRATING PANELS AT BAR ENDS AND ALL OPENINGS, INCLUDING FIELD6.
BAR GRATING CLIPS NOT SHOWN FOR CLARITY.5.
MUST NOT EXCEED 1".
GAPS BETWEEN REMOVABLE BAR GRATING PANELS AND GATE COMPONENTS4.
COMPONENTS PROVIDED (SUBMIT FOR REVIEW).
REMOVABLE BAR GRATING TO BE ADJUSTED FOR GATE AND GATE FRAME3.
WHILE MAINTAINING 120 LBS MAXIMUM GRATING WEIGHT CRITERIA.
NUMBER OF REMOVABLE BAR GRATING PANELS MUST BE KEPT MINIMUM2.
WEIGHT OF REMOVABLE BAR GRATING PANELS MUST BE LESS THAN 120 LBS.1.
GENERAL SHEET NOTES
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This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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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
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FIRST WELD
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VERTICAL
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VERTICAL
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SEE DWGS SEE DWGS
L
THRU JOINT
ALL BARS CONTINUOUS
WATERSTOP
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WATERSTOP
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TOP AND BOTTOM
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SPECIFIED PLACE
LOCATIONS, IF NOT
SEE DWGS FOR LAP
BARS WHERE NOTED
STOP ALTERNATE
THRU JOINT
ALL BARS CONTINUOUS
ON DRAWINGS
OTHERWISE
UNLESS NOTED
C SLAB
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SEALANT
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CONCRETE
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CONT CONTACT
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CONSTRUCTION
(SEE SPEC'S)
JOINT SEALANT
OF PRIMER
PRIOR TO APPLICATION
2. SANDBLASTING REQUIRED
SEALANT GROOVE
WATER) MUST HAVE A
(MEMBERS COVERED WITH
HYDRAULIC STRUCTURES
1. ALL FLOOR JOINTS OF
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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
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ID
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GROOVE
SEALANT
DETAILS
SEE SLAB REINFORCEMENT
CONTINUOUS THRU JOINT,
AT JOINT, BOTTOM BARS
THRU OR ALT BAR STOPPED
TOP BAR CONTINUOUS
SLAB (IF REQUIRED)
CENTERLINE OF
WATERSTOP IN
6" FLATSTRIP
EQUAL
BARS
BOTTOM
MUST NOT MAKE CONTACT WITH FORMS
METAL BAR SUPPORTS, IF USED IN SLABS NOT ON GROUND,
TOP BARS
SEE NOTE BELOW
BOTTOM BARS SUPPORT
WIRED CONCRETE BLOCK
INTERSECTION MIN
TIE @ EVERY THIRD
16 GA TIE WIRE (TYP)
NOTE:
REV 010119
ELEVATION
NOTES:
(TYP)
DIAGONAL
LONG EF
#5x4'-0"
ADDITIONAL BARS ON THAT SIDE MAY BE OMITTED.
WITHIN ONE WALL THICKNESS OF THE OPENINGS,
5. WHERE A SLAB OR INTERSECTING WALL CONNECTS
IS INDICATED ON THE DRAWINGS.
4. THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL
BETWEEN BARS.
THICKNESS FROM OPENING. PROVIDE 2" MIN CLEAR
FIT WITHIN A DISTANCE OF 2 X WALL / SLAB
3. INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO
PROVIDED.
TWO LAYERS OF REINFORCEMENT ARE
B) AT EACH FACE OF WALLS OR SLABS WHERE
ONE LAYER OF REINFORCEMENT IS PROVIDED.
A) AT CENTERLINE OF WALLS OR SLABS WHERE
TO BE PLACED: 2As AND 1As2. DIAGONAL AND ADDITIONAL BARS
ADDED ON EACH SIDE OF OPENING.
As AND As = 1/2 AREA OF CUT BARS TO BE
1. CUT NORMAL REINFORCEMENT AT OPENING:
LC SYMMETRICAL ABOUT
NORMAL REINFORCEMENT As=AREA OF REINFORCEMENT
N O
R M
A L
R E
IN
F
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As
FLOOR LINE
As
ADDITIONAL BARS As
As
As
As As 1 2
1 1
BARS As
ADDITIONAL VERTICAL
As
HORZ BARS
ADDITIONAL
As
BARS
VERTICAL
ADDITIONAL
BARS As
ADDITIONAL HORIZONTAL
LENGTH
LAP
FRESH CONCRETE UNDERNEATH
REBARS AND SLAB BARS WITH 12" OR MORE OF
* USE LENGTH IN PARENTHESIS FOR WALL HORIZONTAL
79" (102")
62" (81")
123" (160")
100" (130")
48" (62")
16" (21")
16" (21")
28" (37")
20" (26")
61" (79")
48" (62")
95" (123")
77" (100")
37" (48")
12" (16")
12" (16")
22" (28")
15" (20")
LAP
#9
#8
#11
#10
#7
#4
#3
#6
#5
24"
22"
12"
10"
19"
8"
6"
16"
14"
SIZE
BAR
X
HOOK
E
EMBEDMENT
SURFACE
JOINT
CONSTRUCTION
ON TOP OF
END OF BAR
END OF BAR
WHERE HOOK
IS TURNED
TOWARD FACE
OF FOOTING
LENGTH ( * )
SECTION
FACE OF THE MEMBER AND END WITH A STANDARD HOOK.
SHOWN TO SPLICE WITH OTHER BARS OR TO EXTEND TO THE FAR
ANOTHER MEMBER OR ACROSS A CONSTRUCTION JOINT UNLESS
ALL DOWEL BARS MUST EXTEND AN EMBEDMENT LENGTH E INTO 5.
TABLE ARE ACCEPTABLE.
LARGER BARS UNLESS DRAWINGS INDICATE LAP SPLICES SHOWN IN
USE REINFORCING BAR COUPLERS FOR SPLICES OF #11 AND 4.
OR LAP LENGTH OF SMALLER BAR
MUST BE THE LARGER OF EMBEDMENT LENGTH OF LARGER BAR
WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, LAP LENGTH 3.
CONCRETE COVER AND 3" MIN BAR SPACING.
THE TABLES SHOWN ARE FOR f'c=4000psi, fy=60,000psi, 1.5" MIN 2.
SHOWN OTHERWISE.
USE LAP LENGTHS AS DETERMINED FROM THESE TABLES UNLESS 1.
NOTES:
LAP LENGTH
LAP LENGTH
(SEE NOTE 8)
As
As
As = AREA OF REINFORCEMENT
SYMMETRIC ABOUT CENTERLINES
CL
NORMAL REINFORCEMENT
N O
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A L
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IN
F
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ADDITIONAL BAR As
ADDITIONAL BAR As
As
ARRANGEMENT DETAIL
SEE DIAGONAL BAR
OR OTHER OBSTRUCTIONS)
CONSTRUCTION JOINTS
(BEND AS REQUIRED AT
WALL OR SLAB TO LAP WITH THE ADDITIONAL BARS.
REPECTIVELY, MATCHING THE CUT BARS, ARE TO BE INCLUDED IN THE ADJACENT
AN ADJACENT WALL OR SLAB, ADDITIONAL CORNER BARS OR SLAB DOWELS,
WHEN THE LAP LENGTH OF THE ADDITIONAL BARS CANNOT BE ACHIEVED DUE TO
OMITTED.
OF THE OPENING, ADDITIONAL BARS ON THAT SIDE OF THE OPENING MAY BE
WHERE A SLAB OR INTERSECTING WALL CONNECTS WITHIN ONE WALL THICKNESS
WALL/ SLAB THICKNESS FROM OPENING, PROVIDE 2" MIN CLEAR BETWEEN BARS.
INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO FIT WITHIN A DISTANCE OF 2X
LARGEST NORMAL REINFORCING BAR CUT.
UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS MUST BE THE SIZE OF THE
TO BE PLACED.2 AND AS1DIAGONAL AND ADDITIONAL BARS AS
CUT NORMAL REINFORCEMENT AT OPENINGS:
CUT NORMAL REINFORCEMENT 2" CLEAR OF OPENING.
DETAILING IS INDICATED ON THE DRAWINGS.
THIS DETAIL TO BE USED AT ALL CIRCULAR OPENINGS EXCEPT WHEN OTHER
EACH SIDE OF OPENING.
AS AND AS = 1/2 AREA OF TOTAL CUT BARS TO BE ADDED ON 1
REINFORCEMENT ARE PROVIDED.
AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF
REINFORCEMENT IS PROVIDED.
AT CENTERLINE OF WALLS OR SLABS WHERE ONE LAYER OF
A.
B.
A.
8.
7.
6.
5.
4.
3.
2.
1.
DIAGONAL BAR ARRANGEMENT
NOTES:
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ADDITIONAL BAR As
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3'-0" DIA <1 BAR EACH FACE, EACH SIDE FOR
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REV 010119 REV 010119
REV 010119 REV 010119
LENGTH
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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
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SZ0003
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NOTE:
EMBANKMENT AND CONCRETE.
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REV 010119
LONG SLOTTED HOLES
3/4" DIA SS BOLTS IN
SIZE SEE TABLE
NUMBER AND SIZE
ADHESIVE ANCHORS
N
# OF BOLTS
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DOUBLE
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S E
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:NOTES
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ON POST SLEEVE
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:NOTE
STRUCTURE
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S-503A INLET
S-504A INLET W8x24 (2)-L3 1/2x3 1/2x3/8 2
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C10x20 (2)-L3 1/2x3 1/2x3/8 2
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(2 EA ANGLE) - 5/8" DIA @
S-506A INLET (2)-L3x3x3/8 2
6" SPA W/4" MIN EMBED
(2 EA ANGLE) - 5/8" DIA @
C8x18.75
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S-506B INLET
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S-508A INLET C10x20
AND OUTLET
S-508D INLET
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S-508B INLET
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6" SPA W/4" MIN EMBED
(2 EA ANGLE) - 5/8" DIA @
6" SPA W/4" MIN EMBED
(2 EA ANGLE) - 5/8" DIA @(2)-L3x3x3/8 2
C10x20 (2)-L3x3x3/8 2
6" SPA W/4" MIN EMBED
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PLAN FOR SIZE)
HDPE PIPE (SEE
CONC WALL
CAST-IN-PLACE
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INSIDE
THE ENTIRE WALL THICKNESS UNLESS NOTED OTHERWISE.
NOTE: HDPE PIPE MUST EXTEND 16" MINIMUM, OR
PER PLANS
SECTION 03 30 00
NONSHRINK GROUT PER
EACH FACE OF WALL WITH
FILL VOID SPACE FLUSH TO
PER SECTION 03 30 00
HYDROPHILIC WATERSTOP
PLAN FOR SIZE)
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STRUCTURE
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NOTE: F4 DETAIL TO BE USED FOR PRECAST CONCRETE
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WELD HDPE PIPE TO HDPE
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PRIOR TO PLACEMENT WITHIN CAST-IN-PLACE CONCRETE WALL.
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SLAB AND STARTER
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Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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/2 9/
/2
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Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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D2 CONTROL BUILDING W/ GENERATOR FOUNDATION PLAN
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/2 9/
/2
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Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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E1 SCALE: NTS
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/2 9/
/2
9/
Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W
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/2 9/
/2
9/
Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W
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4R
C O
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PR
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T V
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U R
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II
/2 9/
/2
9/
Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
W
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4R
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Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
This item has been digitally signed and sealed by Craig P Kaltenbach
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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Craig P Kaltenbach, State of Florida, Professional Engineer, License No. 63619
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