Full Set Intermediate BCOES C-23-24 STA 2020-11-05_marked_Part2.pdf
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- Solicitation number
- W912EP21Z0011
About this file
This document provides details on two federal contract opportunities for construction projects in Florida. The first opportunity is for the Indian River Lagoon South Project to construct stormwater treatment areas consisting of cells totaling approximately 1,970 acres west and east of County Road 613, including perimeter levees, culverts, and related structures. The second opportunity is for the Everglades Agricultural Area A-2 Reservoir Project to construct approximately 7.2 miles of parallel open channels and a maintenance road for excavated material processing and stockpiling. Interested parties must confirm attendance for an industry day on January 25, 2021 and access ongoing updates on Beta.SAM.gov. The document identifies specific project challenges including existing infrastructure avoidance, construction phasing, and coordination between multiple ongoing projects. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Jacksonville.
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| File | Type | Posted |
|---|---|---|
| Industry Day Slides - IRLS and A2 Reservoir.pptx | PPTX presentation | |
| Full Set Intermediate BCOES C-23-24 STA 2020-11-05_marked_Part1.pdf | ||
| CERP_C2324STA_IntermediateATRBCOES_SPECS_marked.pdf |
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1 DUAL 9" PVC WATERSTOP.
CJ
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#9 @ 12" EF (TYP.)
#9 @ 12"
#9 @ 12"
#9 @ 12"
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3#7 EQL SP#9 @ 12"#9 @ 12"
4'0 2' 8'
SEE TABLE ON SHEET S-XXX
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTH
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1 - #7
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1 - #7
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MIN. 48"
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#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
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2-#7 EQ. SP.
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#9 DWLS @ 12" OC EF
#9 DWLS @ 12"
#9 DWLS @ 12" OC EF
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#9 @ 12"
#7 @ 12"
#9 DWLS @ 12"
#9 DWLS @ 12"
#9 DWLS @ 12" EF
#9 DWLS @ 12" EF
SEE G/S-303
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90° HOOK
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90° HOOK
#9 @ 12" EF W/
S-303 S-303
S-303 S-303
4'0 2' 8'4'0 2' 8'
4'0 2' 8' 4'0 2' 8'
INLET REINFORCING SECTIONH INLET REINFORCING SECTIONG
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U .S
A R
M Y C
O R
P S O
F E
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R S
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A N
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J A
C K
S O
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IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
R D
X X
X X
X X -X
X -X -X
X X
X
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 -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
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R E
A
S-325
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A L
C P
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-C
S
T A S
T -3
.d g
SECTIONU
SECTIONS
CJ
SHEET KEYNOTES
EL 10.0
EL 13.5
EL 10.0
EL 12.0
EL 14.0
EL 12.0
EL 13.5
SECTIONR
L
C H
A V
E Z
M P
R
IF
T I
INLET REINFORCEMENT PLAN
#9 @ 12"
#9 @ 12"#9 @ 12"
#5 @ 12"
#9 @ 12"
2 - #7 2 - #7
#9 @ 12" EF
#9 @ 12" EF (TYP.)
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
3#7 EQL SP #9 @ 12" #9 @ 12"
4'0 2' 8'
SEE TABLE ON SHEET S-XXX
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTH
#5 @ 12"
2 - #7
1 - #7
2 - #7
1 - #7
4'0 2' 8'
4'0 2' 8'
4'0 2' 8'
2 - #7
EL 13.0
#9 @ 12" EW
1 - #7
2 - #7
#9 @ 12"
#9 @ 12"
#5 @ 12" O.C.#7 HOOK @ 12" O.C.
S -4
A /B A
N D S -4
A /B /C C
E L L I
N F
L O
W A
U
T F
L O
W C
U L
V E
R T S C
O N
C R
E T
E R
E
IN
F O
R C
E M
E N
T S
S-312
S
S-312
U
S-312
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
IZ
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
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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/5 /2
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S O
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IL
L E D
IS
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T
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A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
R D
X X
X X
X X -X
X -X -X
X X
X
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 -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A
S-326
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S
T A S
T -3
.d g n
SHEET KEYNOTES
L
C H
A V
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M P
R
IF
T I
SEE TABLE ON SHEET S-XXX
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTH
@ 12" OC
#4 HAIRPIN
1-#7
#7 HOOK @ 12"
#9 @ 12" T&B
#9 @ 12" T&B
#9 @ 12" EF #9 @ 12" EF
#4 STIRRUPS @ 12" OC
O C E
F
T Y
P
#7@ 9" T&B
@12" OC
#4 STIRRUPS
1-#7 EF
W/ 90° HOOK
#8 @ 12" OC EF
#7 HOOK @ 12"
1-#7
#9 @ 12" EW
#9 @ 12"
#9 @ 12"
2-#7 EQ. SP. EF
2-#7 EQ. SP.
MIN. 48"
#7 @ 12" OC EF
1-#8
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#5 @ 12"
2-#7 EQ. SP.
#9 @ 12" T&B
2-#7 EQ. SP. EF
E F
#9 @ 12" EF
#9 @ 12" T&B
#7 HOOK @ 12"
#9 @ 12"
#5 @ 12"
#9 @ 12" EW
1-#7
2-#7 EQ. SP.
#9 @ 12"
#9 @ 12"
2-#7 EQ. SP.
#9 @ 12"
#9 DWLS @ 12" OC EF
#9 DWLS @ 12"
#9 DWLS @ 12" OC EF
# 4 STIRRUPS @ 12"
#9 @ 12"
#9 @ 12"
#7 @ 12"
#9 DWLS @ 12"
#9 DWLS @ 12"
#9 DWLS @ 12" EF
#9 DWLS @ 12" EF
SEE G/S-303
#7 @ 9" T&B W/ 90° HOOK
90° HOOK
#9 @ 12" EF W/
90° HOOK
#9 @ 12" EF W/
S-306
S-306 S-306
S-306
INLET REINFORCING SECTIONH INLET REINFORCING SECTIONG
INLET REINFORCING SECTIONU INLET REINFORCING SECTIONV
4'0 2' 8' 4'0 2' 8'
4'0 2' 8' 4'0 2' 8'
S -4
A /B A
N D S -4
A /B /C C
E L L I
N F
L O
W A
T F
L O
W C
U L
V E
R T S C
O N
C R
E T
E R
E
IN
F O
R C
E M
E N
SDRAFT
S-327
L
C H
A V
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R U
C T
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A L
M P
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IF
T I
NOTES
CONSTRUCTION SEQUENCE
CULVERT CONDUIT
LEGEND
4 MONOLITH NUMBER
PHASE 3 MONOLITH
PHASE 2 MONOLITH
PHASE 1 MONOLITH
-C
S
T A S
T -3
.d g
S-314
#7 @ 12"
#7 @ 12"
CLJ
CLJ
#7 @ 12"
#7 @ 12"
#7 @ 12"
C P
R E
S S
4'0 2' 8'
#7 @ 12" T/B
E F
#7 @ 12" T/B
E F
#7 @ 12" T/B
#7 @ 12" EF
#7 @ 12" T/B
EMBANKMENT FILL AGAINST THE STRUCTURES.
AT LEAST 80% DESIGN STRENGTH PRIOR TO PLACING
6. ALL CONCRETE OF HEADWALL AND CONDUIT SHALL REACH
SPECIFICATION 03 31 01 PARAGRAPH 3.2.4.
5. PLACE PHASE 3 CONDUIT MONOLITHS 1 AND 4, SEE
03 31 01 PARAGRAPH 3.2.4.
4. PLACE PHASE 2 CONDUIT MONOLITH 3, SEE SPECIFICATION
3. PLACE PHASE 1 CONDUIT MONOLITHS 2.
2. PLACE MUD MAT.
1. CONSTRUCT INLET AND OUTLET HEADWALLS.
WATERSTOP
9" PVCCJ (TYP)
CJ (TYP)
#7 @ 12"
WATERSTOP
9" PVC
B
4'0 2' 8'
12'-0" 12'-0"
S -4
A /B S -4
A /B A
N D S -4
A /B /C
C E
L L I
N F
L
W
A
D O
U T
L O
W C
U L
V E
R T S C
O N
D U
IT
R
E
IN
F O
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E M
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T
S O
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D B
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S
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D B
Y
D A
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C O
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C T N
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D B
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D R
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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
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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R S
/5 /2
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A N
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J A
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S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
R D
X X
X X
X X -X
X -X -X
X X
X
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 -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A
INTERMEDIATE ATR
S-314
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
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S
IZ
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S U
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IT
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D B
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D A
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C O
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D B
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D R
A W
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IS
S
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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
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P S O
F E
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R S
/5 /2
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A N
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J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
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T H
S T L
U C
IE
C
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N T
Y F
L O
R
ID
A
J
G A
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L A
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X X
X X
X X -X
X -X -X
X X
X
C O
M P
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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 -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
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A
S-328
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DUAL 9" PVC WATERSTOP.
SHEET KEYNOTES
L
C H
A V
E Z
S H
E E
T P
IL
E W
A L L E
L E
V A
T
IO
N
M P
R
IF
T I
EL. 28.0
EL. -25.0
EL. 14.0
NZ14
"16 947'-2
"8 548'-
H E
A D
W A
L L A
N D C
O N
D U
IT
N
O T S
H O
W N F
O R C
L A
R
IT
Y
(T
Y P
"16 147'-2 "16
348'-1
N O
T S
H O
W N F
O R C
L A
R
IT
Y
H E
A D
W A
L L A
N D C
O N
D
IT
NZ14
NZ14NZ14
NZ14
REINFORCED CONCRETE CAP
8'0 4' 16'
S -4
A /B C
E L L I
N F
L O
W A
N D O
U T F
L O
W C
U L
V E
R
ELEVATION - SHEET PILE WALL
PLAN - SHEET PILE WALL
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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N
A
M A
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S
IZ
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IT
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D B
Y
D A
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C O
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C T N
O
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K E
D B
Y
D R
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E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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R S
/5 /2
F
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J A
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S O
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IL
L E D
IS
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IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
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X X
X X
X X -X
X -X -X
X X
X
C O
M P
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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 -2
-2
S
T O
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W A
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R T
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A T
M E
N T A
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A
S-329
R U
C T
U R
A L
C P
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S S
-C
S
T A S
T -3
.d
DUAL 9" PVC WATERSTOP.
SHEET KEYNOTES
L
C H
A V
H
E E
T P
IL
E W
A L L D
E T
A
IL
S
M P
R
IF
T I
#6 (TYP)
#4 STIRRUPS @ 24"
S-329
DETAILA
2'-0"
E
F
#6
1' 2'0 6"
1' 2'0 6"
PARTIAL PLAN - REINFORCED CONCRETE CAP
#4 STIRRUPS @ 24" O.C.
S -4
A /B C
E L L I
N F
L O
W A
N D O
U T F
L O
W C
U L
V E
R T S
S-329
L
IC
IT
A T
IO
N N
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D E
S
IG
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D B
Y
D E
S C
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T
IO
N
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M A
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S
IZ
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S U
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IT
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D B
Y
D A
T E
C O
N T
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C T N
O
C H
E C
K E
D B
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D R
A W
N B
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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 E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
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D R
A W
IN
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A N
S I
D
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
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X X
X X
X X -X
X -X -X
X X
X
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 -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
5'-0"
TYP
NTS NTS
12'-6"
6'-3"6'-3"
OUTLINE (TYP)
GRATING " DIA @ 12" OC2
14"x
SST HEADED ANCHOR
S-330
R U
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PLAN MK S-317-1
D E
T A
IL
S A
N D G
R A
T
IN
G
TYP
AF DETAIL
NTS
GENERAL NOTES
AC
NEEDLE SILL PLATE DETAIL
(REINF NOT SHOWN)
CONCRETE STRUCTURE
3 SIDES TYPICAL
2"
PLAN MK S-317-2
AD PERMANENT WALL MOUNTED D-RINGS AND WALL MOUNTED DAVIT SLEEVE LOCATION DEDTAIL
NTS
2'-0" MAX
1'-9" MIN (PREFERED)
"2
DAVIT SLEEVE
WALL MOUNTED
CONCRETE
EDGE OF
4"
10"
CONCRETE
EDGE O
INTRUSION
PREVENT WATER
APPLY SEALANT TO
EMBEDMENT
"8
1BOLT TZ W/3
" DIA SS KWIL 8
"2
3"
(TYP)
"16
3"
1'-6" 1'-6"
TYP
"16
" DIA @ 8" OC2
14"x
SST HEADED ANCHOR
AE SECTION
"2
4"
304 STAINLESS STEEL ROD
"2 1R 1
1'-4"
HEX NUT (TYP)
"-104
3SST,
"2 1 3/8 "x2"x6
SST BAR
(TYP)
CHAMFER
.06 X 45°
THREAD
.75-10, UNC
INSTALLATION DETAIL
AG
AHCHOR DETAIL
NTS
4" 9"-10"
SURFARE
CONCRETE
BEBRIS BARRIER ANCHOR
(TYP)
3 x 2x2
1SST L2
L
TYP
"16
"4 1"x4
3P SST 2
"4 1P SST 3"x
L
(TYP)
LIFTING EYE
(SEE NOTE 3)
CROSS BARS @ 4" OC BANDED ON 4 SIDES
" OC16
3" BEARING BARS @ 116
3"X4
REMOVABLE GALV STEEL GRATING 19-W-4
"x5'-4" 4
12 SECTIONS EACH HEADWALL 6'-2
TYPICAL SECTION REMOVABLE GRATING
1x2x2
1SST L2
1x2x2
1SST L2
1x2x2
1SST L2
S-XX
L
EL -0.5
CENTERS
END @ 1'-6" ALTERNATE
WITH 2" HOOK EACH
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EDGE OF CONCRERE
18' MIN - 12" MAX FROM
RECOMANDATIONS
MANUFACTURERS
SST ANCHOR PER
AROUND THE SLIDE GATE FRAME AND SLIDE GATE STEM.
2. CONTRACTOR SHALL COORDINATE OPENINGS IN THE GRATING
USED SHALL BE HOT-DIP GALVANIZED. SEE SPEC 05 50 15.
1. ALL HARDWARE AND FASTENERS FOR REMOVABLE GRATING
"2
1x2x2
1SST L2
" (BY WIDTH)2
1SST P 6"x
BEAM
SUPPORT
NEDDLE
EDGE OF
S-XX S-XX
S-XX
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U .S
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A N
S I
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J A
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A N M
A R
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X -X -X
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S-331
R U
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C P
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DUAL 9" PVC WATERSTOP.
SHEET KEYNOTES
C E
L L I
N F
L O
W A
N D O
U T F
L O
W C
U L
V E
R T S
L
C H
A V
E Z
SECTION HEADWALL RAILINGELEVATION - HEADWALL RAILING
SEE DETAIL 1 ON SHEET S-017
TYPICAL RAILING
SEE DETAIL 2 ON SHEET S-017
REMOVABLE RAILING SEE DETAIL 1 ON SHEET S-017
TYPICAL RAILING
SEE DETAIL 2 ON SHEET S-017
REMOVABLE RAILING
4'0 2' 8'4'0 2' 8'
ELEVATION - HEADWALL RAILING
SEE DETAIL 1 ON SHEET S-017
TYPICAL RAILING
SEE DETAIL 1 ON SHEET S-017
TYPICAL RAILING
SEE DETAIL 2 ON SHEET S-017
REMOVABLE RAILING
GRATING
REMOVABLE
SERVICE PLATFORM
H E
A D
W A
L L R
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U .S
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A N
S I
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X X -X
X -X -X
X X
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0 8' 32'16'
0 8' 32'16'
A
INV EL 12.0
C EMBANKMENTL
INLET HEADWALL OUTLET HEADWALL
FLOW
C OF STRUCTURE
2 - 96" DIA RCP CULVERTS
2 - 96" DIA RCP CULVERTS
EL 25.0
EL 25.0
S-451 CULVERT - GENERAL PLAN
S-451 CULVERT - SECTION
EL 10.0EL 10..0
308'-4"
289'-4"
289'-4"
5'-0" 41'-6"
9'-6"
9'-6"
41'-6" 5'-0"
2'-6"2'-6"
14'-6" 14'-6"
14'-6"
2'-0" 2'-0"
14'-6"
S-401
A
S-401
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U .S
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A N
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S-402
CL EMBANKMENT
B
2'-0"12'-6"
2'-6" 9'-6"
2'-6"
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CJ
CJ EL 20.0CJ EL 20.0
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V E
R T U
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T R
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M H
E A
D W
A L L
14'-6"
SECTION
@ INVERT EL 12.0
96" DIA RCP (TYP)
EL 4.0
EL 6.0
EL 8.0
31'-0"
7'-0"6'-0"6'-0"7'-0"
S-451 UPSTREAM HEADWALL PLAN
ELEVATIONA
4'0 2' 8'
14'-6"
2'-0"7'-6"2'-6"2'-6"
8'0 4' 16'
S-402
B
S-402
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U .S
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J A
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X -X -X
X X
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2'-0" 12'-6"
2'-6"9'-6"
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EL 4.0
EL 6.0
EL 8.0
7'-6"6'-0"6'-0"7'-6"
31'-0"
EMBANKMENTCL
14'-6"
2'-6"2'-6"7'-6"2'-0"
8'0 4' 16'
ELEVATION
S-403
A
4'0 2' 8'
S-451 DOWNSTREAM HEADWALL PLAN
S-403
B
S-403
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12 - #9 @ 12" TOP & BOTTOM6"
E F
SECTION
@ INVERT EL 12.0
96" DIA RCP (TYP)
CJ EL 20.0
EL 4.0
EL 6.0
EL 8.0
S-451 UPSTREAM HEADWALL PLAN
14'-6"
A REINFORCEMENT SECTION - S-451 UPSTREAM HEADWALL
#9 @12"
#9 @ 12"
#9 DWLS @ 12"
59 - #9 @ 12" TOP & BOTTOM
4'0 2' 8' 4'0 2' 8'
#9
S-404
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US Army Corps
U .S
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S-405
8'0 4' 16'
EL 25.0
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SECTION
S-405
A REINFORCEMENT SECTION - S-451 DOWNSTREAM HEADWALL
#9 @ 12" TOP & BOTTOM
#9 @ 12"
#9 @ 12"
#9 @ 12"
E F
E A
C H F
A C
E
#9 DOWELS @ 12"
4'0 2' 8'
@ INVERT EL 12.0
96" DIA RCP (TYP)
EL 4.0
EL 6.0
EL 8.0
#9
EMBANKMENTCL
59 - #9 @ 12"
EL 25.0
#6 EF (TYP)
CJ EL 20.0
E A
C H F
A C
E
2'-6"2'-6"7'-6"2'-0"
S-451 DOWNSTREAM HEADWALL PLAN
59 - #9 @ 12" TOP & BOTTOM
S-405
B
S-405
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US Army Corps
U .S
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Y F
L O
R
ID
A
J
G A
IL
L A
R D
X X
X X
X X -X
X -X -X
X X
X
C O
M P
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H E
N S
IV
E E
V E
R G
L A
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S R
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-2
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M P
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GENERAL NOTES
NZ19NZ19
NZ19
EL 25.0
EL -5.0
EL -17.0
8'0 4' 16'
8'0 4' 16'
CONCRETE CAPCONCRETE CAP
0 1' 2'6"
0 1' 2'6"
EL 25.0
#4 STIRRUPS @ 24"
#6 (TYP)
2'-6"
#4 STIRRUPS @ 24" O.C.
E
F
#6
S -4
I
N L E
T A
N D O
U T
L E
T
41'-6""8 141'-6
NZ19
NZ19
EL 11.2
NZ19
EL 11.2EL 11.2
H E
A D
W A
L L A
N D C
O N
D U
IT
N
O T S
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W N F
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IT
N
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W N F
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IT
Y
41'-6"
NZ19
17 - NZ19 @ 40'-8"
41'-6"
17 - NZ19 @ 40'-8"
(TYP)
6"
"8 120'-6 "8
120'-6
ELEVATION - SHEET PILE WALL SECTION
PARTIAL PLAN - REINFORCEMENT CONCRETE CAP
EL -5.0
EL -17.0
DETAIL
NTS
12" OC, WELDED TO PARTIAL NZ-19 (TYP)
" X 12" X 3" @8
3ANCHOR BRACKET BAR 2" X
NZ-19
2'-0"
2'-6"2'-6"
6"
EL 24.5 TO EL 16.0
EMBEDDED SECTION,
PARTIAL NZ-19
4 - #6 @ 6"
#6 @ 6"
S-406
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DISCHARGE SIDEINTAKE SIDE
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DISCHARGE SIDE
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S-501
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68'-1"
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13'-0"
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4'-10"2'-0" 5'-0"
1'-2"
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S-501
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CJ EL 11.0
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2'-0"5'-0"3'-0"
20'-0"
EL 11.0
2'-0"16'-0"2'-0"
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0 4' 8'2'
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C U
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T S C
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C R
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N A
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A /B S -4
A /B A
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A /B C
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L E
T
0 4' 8'2'
S-502
C
S-502
B
S-502
A
S-507
S-507
S-504
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S-504
F
S-505
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S-505
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#9 @ 12" OC EF
#4 STIRUP @ 12"
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#9 @ 12" OC T&B
#9 @ 12" OC EF
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0 2' 4'1'S-502
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S -4
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WEIR OPENING
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S-502 SCALE:
S-5021' 2'0 6" 1' 2'0 6"
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#9 @ 12"
#7 @ 12" EF
#7 @ 12" EF
G HSECTION SECTION
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#8 @ 12" EF
#9 @ 12"
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HANDRAIL
EL 28.0
TOP OF EMBANKMENT
HANDRAIL (TYP)
S S
T
X
X
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GRATE
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S-507 S-507
PLAN
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EL 11.0
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EL 9.0
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3'-6"
WEIR OPENING
10'-0"
EL 28.0
FULL UP EL 25.0
TOP OF WEIR GATE
FULL DOWNP EL 21.0
TOP OF WEIR GATE
FULL DOWN EL 16.0
BOTTOM OF WEIR GATE
WITH MANUAL HANDCRANK
GATE DRIVE ACTUATOR
HANDRAIL
WEIR GATE
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WEIR
EL 28.0
EL 9.0
GATE FRAME
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8'0 4' 16' 8'0 4' 16'
S-506
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S-506
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A N
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SCALE: NTS
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A N
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B .d g n
2'-0"10'-0"2'-0"
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OPENING
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INV EL 12.0
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EL 20.33
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4'-0"
RECESS
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S-5084'0 2' 8' 4'0 2' 8'
17'-0"
15'-0"2'-0"
SECTION SECTION
PLAN - CELL OUTLET CULVERT EL 24.0
CJ EL 11.0
A B
S -4
A /B S -4
A /B A
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A /B C
E L L O
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T S
5'-0"1'-2"6'-10"2'-0"2'-0"
5'-0"1'-2"4'-10"2'-0"
1'-0"
1'-0"
S-508
B
S-509
C
S-509 S-508
L
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A T
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N N
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A N
S I
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J A
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A C SECTION - REINFORCEMENTSECTION - REINFORCEMENT
CJ
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SCALE: NTS
#8 @ 12" #6 @ 12"
PARTIAL PLAN AT RECESS - REINFORCEMENT
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A N
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GENERAL NOTES
2'-6"
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"8 33'-5
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21'-8
2' -6
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74'-5
NZ19
NZ19
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EL 28.0 EL 28.0
EL -4.0
EL -16.0
EL -4.0
EL -16.0
8'0 4' 16'
8'0 4' 16'
CONCRETE CAPCONCRETE CAP
S-510
0 1' 2'6"
0 1' 2'6"
EL 22.87EL 22.87
#4 STIRRUPS @ 24"
#6 (TYP)
A
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F
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N Z 8' -4
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18'-4
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S-510
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A N
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GENERAL NOTES
NZ19
NZ19
NZ19
NZ19
EL 24.0 EL 24.0
EL -4.0
EL -16.0
8'0 4' 16'
8'0 4' 16'
CONCRETE CAPCONCRETE CAP
S-511
0 1' 2'6"
0 1' 2'6"
EL 14.13
S -4
A /B S -4
A /B A
N D S -4
A /B D
IS
C H
A R
G E S
ID
#4 STIRRUPS @ 24"
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F
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PARTIAL PLAN - REINFORCEMENT CONCRETE CAP
DETAILA
EL 14.13
EL -4.0
EL -16.0
"8 74'-5 "8
74'-5
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41'-11
40'-11
"8 33'-5
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"8 33'-5
2'-6" 2' -6
"8 74'-5 "8
74'-5
PLAN - SHEET PILE
N
Z 9'
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12 - NZ19 @ 4'-7
"8
12 - NZ19 @ 4'-7
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17 - N Z 19 @
39'-
NZ19
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U .S
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A N
S I
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A
INTERMEDIATE ATR
S-601 0 8'4' 16'
EL 24.5
EL 5.75
EL 3.75
EL 4.75
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VERTICLE SLIDE GATE
FACE MOUNTED
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EL 23.0
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INTAKE SIDE DISCHARGE SIDE
3 - 60" DIA RCP CULVERTS
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3 - 60" DIA RCP CULVERTS
159'-0"
C STRUCTURE
9'-6" 2'-6"2'-6"
14'-6"
S-601
A
S-601
L
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N N
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N
C -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A
INTERMEDIATE ATR
31'-5"
19'-6"27'-1"19'-6"
20'-10"
23'-9"
"2 186'-7
"2 139'-1
9'-0""2 15'-9
EL 6.75
EL 2.75
EL 23.0
60" DIA RCP (TYP)
S-401
2'-0"12'-6"
2'-6" 9'-6"
2'-6"
EL 23.0
CJ
CJ EL 15.0
CJ EL 15.0
S-602
R U
C T
U R
A L
M P
R
IF
T I
M T
A B
L A
N T
E
C P
R E
S S
-C
S
T A S
B .d g n
SCALE: NTS
"2 186'-7 14'-6"
SECTION
PLAN - S-441 INTAKE HEADWALL
S-602
A SECTION
'-7
'-8
'-7
32'-9"
2'-6"
2'-6"
7'-6"
2'-0"
14'-6"
29'-7"
EL 16.0
9'-0" "2 15'-9
S -4
C
U L
V E
R T I
N L E
T H
E A
D W
A L L
P L
A N A
N D S
E C
T
IO
N S
S-602
B
S-602
L
IC
IT
A T
IO
N N
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S
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S C
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D B
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D A
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D B
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D R
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N B
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IS
S
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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 E
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A N
S I
D
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
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S T L
U C
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C
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ID
A
J
G A
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L A
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X X
X X
X X -X
X -X -X
X X
X
C O
M P
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N S
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E E
V E
R G
L A
D E
S R
E S
T O
R A
T
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N P
L A
N
C -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A
INTERMEDIATE ATR
EL 7.75
EL 3.75
EL 24.5
60" DIA RCP (TYP)
S-603
CL STRUCTURE
CL STRUCTURE
B
8'0 4' 16'
8'0 4' 16'
2'-0" 12'-6"
2'-6"9'-6"
2'-6"
EL 24.5
CJ
CJ EL 16.0
R U
C T
U R
A L
M P
R
IF
T I
M T
A B
L A
N T
E
C P
R E
S S
-C
S
T A S
B .d g n
CJ EL 16.0
14'-6" 76'-0"
SECTION
S -4
C
U L
V E
R T O
U T
L E
T H
E A
D W
A L L
P L
A N A
N D S
E C
T
IO
N S
"2 128'-109'-0"9'-0""2
129'-1
76'-0"
CJ
PLAN - S-441 OUTLET HEADWALL
SECTIONA
S-603
B
S-603
L
IC
IT
A T
IO
N N
O
D E
S
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D B
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S C
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S
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D B
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D A
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D B
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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P S O
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A N
S I
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J A
C K
S O
N V
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L E D
IS
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T
S
A N M
A R
C O B
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J A
C K
S O
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L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
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IA
N R
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A G
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A
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G A
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L A
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X X
X X
X X -X
X -X -X
X X
X
C O
M P
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N S
IV
E E
V E
R G
L A
D E
S R
E S
T O
R A
T
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N P
L A
N
C -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
S-401
S-604
R U
C T
U R
A L
M P
R
IF
T I
M T
A B
L A
N T
E
C P
R E
S S
-C
S
T A S
B .d g n
SCALE: NTSS-602
A
S -4
C
U L
V E
R T I
N L E
T H
E A
D W
A L L
E A C
H F
A C E
T O P B
O T T O
M
59 - #9 @ 6" EACH FACE
59 - #9 @ 6" TOP & BOTTOM
57 - #9 @ 6" T
O P B
O T T O
M
57 - #9 @ 6" E
A C
H F
A C E
T O P B
O T T O
M
12 - #6 @ 12"
T O P B
O T T O
M
2"
#6
#6
59 - #9 @ 6" TOP & BOTTOM
#6 EF (TYP)
#6
59 - #9 @ 6" EACH FACE
E A
C H F
A C
E
12"6" 12 - #6 @ 12" TOP & BOTTOM
E A
C H F
A C
E
E A
C H F
A C
E
#9 @ 6"
#9 @ 6"
REINFORCEMENT PLAN - S-441 INTAKE HEADWALL
REINFORCEMENT SECTION REINFORCEMENT SECTION
P L
A N A
N D S
E C
T
IO
N R
E
IN
F O
R C
E M
E N
T S
S-604
B
S-604
L
IC
IT
A T
IO
N N
O
D E
S
IG
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D B
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S C
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S
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D B
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D A
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D 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 Y C
O R
P S O
F E
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A N
S I
D
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
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L A
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X X
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X -X -X
X X
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V E
R G
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D E
S R
E S
T O
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T
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N P
L A
N
C -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A
INTERMEDIATE ATR
CL STRUCTURE
CL STRUCTURE
S-605
R U
C T
U R
A L
M P
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IF
T I
M T
A B
L A
N T
E
C P
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S S
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S
T A S
B .d g n
S -4
C
U L
V E
R T O
U T
L E
T H
E A
D W
A L L
6" 6"
6" 6"
6" 6"
#9
12"
#9 @ 12"
#9 @ 12"
6"
P L
A N A
N D S
E C
T
IO
N S R
E
IN
F O
R C
E M
E N
T S
#9 @ 12"
E A
C H F
A C
E
E A
C H F
A C
E
T O
P B
O T
T O
M
#9 @ 12" EACH FACE
#9 @ 12" TOP & BOTTOM
#9 @ 12" TOP & BOTTOM
#9 @ 12" TOP & BOTTOM
E A
C H F
A C
E
#9 DOWELS @ 12"
EL 7.75
EL 3.75
CJ EL 16.0
EL 24.5
CJ EL 16.0
EL 24.5
4'0 2' 8'8'0 4' 16'S-603
REINFORCEMENT SECTION REINFORCEMENT SECTION
REINFORCEMENT PLAN - S-441 OUTLET HEADWALL
#9 DOWELS @ 12" EACH SIDE
S-605
B
S-605
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D 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 Y C
O R
P S O
F E
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R S
/5 /2
F
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A N
S I
D
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
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L E F
L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
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C -2
-2
S
T O
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W A
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A T
M E
N T A
R E
A
INTERMEDIATE ATR
S-902
L
C H
A V
R U
C T
U R
A L
C P
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S S
T E
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A R
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T A
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C R
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S S
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IO
GENERAL SHEET NOTES
TEMPORARY PUMP STATION - CROSS SECTION
SCALE: N.T.S.
TO STA INTAKE BASIN
MAX HW EL 18 NAVD 88
MIN HW EL 16 NAVD 88
PILE SUPPORTS
24" DISCHARGE PIPE
PUMP MOTOR
FLEXIBLE COUPLINGS
20 CFS AXIAL FLOW PUMP
CL CL
PROPOSED GRADING NOT SHOWN FOR CLARITY.8.
OPERATORS.
REQUIRED FOR INSTALLATION OF BELT DRIVE AND GEAR
PUMP MOTOR PAD HEIGHT TO BE SET BASED ON ELEVATION 7.
PUMP MANUFACTURER.
EXACT LENGTHS OF PUMP SECTIONS TO BE PROVIDED BY 6.
TDH APPROXIMATELY 25 FT.5.
PUMP MOTOR APPROXIMATELY 100 HP.4.
SIZED AXIAL FLOW PUMPS AT 20 CFS.
TEMPORARY PUMP STATION TO CONSIST OF TWO EQUAL 3.
PROVIDED BY CONTRACTOR.
TEMPORARY PUMP STATION SHALL BE DESIGNED AND 2.
LOCATION.
OF THE S-425 SAG CULVERT. REFER TO SITE PLAN FOR
TEMPORARY PUMP STATION LOCATED ON C-24 CANAL, NORTH 1.
M P
R
IF
T I
E-001
D E
L O
A
H
E
C T
R
IC
A L
S Y
M B
O L S L E
G E
N D A
N D N
O T
S
IC
K L E
R
J
H A
W K
IN
S 1
C S
T A E -0
.D
G N
INACCESSIBLE OR BEHIND THE PANEL DEVICE
PRIMARY LOCATION, ACCESSIBLE TO OPERATOR
WITH LUMINAIRE TYPE INDICATED
INCREASING PRESSURE OR DECREASING VACUUM
TERMINAL
(A) CONDUCTOR CONNECTION
(B) NO CONNECTION
CONTACT-NORMALLY OPEN
CONTACT-NORMALLY CLOSED
SWITCH AS DESIGNATED ON DIAGRAM
SELECTOR SWITCH
PUSHBUTTON-NORMALLY OPEN MOMENTARY
PUSHBUTTON NORMALLY CLOSED MOMENTARY
PRESSURE OR VACUUM SWITCH-CLOSES WITH
INCREASING PRESSURE OR DECREASING VACUUM
PRESSURE OR VACUUM SWITCH-OPENS WITH
THERMAL OVERLOAD RELAY
EQUIPMENT ENCLOSURE
RESISTANCE OR HEATING ELEMENT
FUSE
TRANSFORMER
GROUND
TORQUE SWITCH
HAND-OFF-AUTO SELECTOR SWITCH
SOLENOID VALVE COIL
FLOW SWITCH-CLOSES WITH INCREASING FLOW
FLOW SWITCH OPENS WITH INCREASING FLOW
FLOAT OR OTHER LIQUID LEVEL SWITCH-
CLOSES WITH RISING LEVEL
FLOAT OR OTHER LIQUID LEVEL SWITCH-
OPENS WITH RISING LEVEL
(A) LIMIT SWITCH-NORMALLY OPEN
(A) LIMIT SWITCH-NORMALLY CLOSED
(B) LIMIT SWITCH-NORMALLY CLOSED-HELD OPEN
COIL OR TIMING MODULE
LOCAL WIRING
REMOTE WIRING
A
AUTO
CL
HI
H
LCL
L
HR
HS
LS
NC
NO
RMT
OP
O
INST
FWD
REV
ACK
AUTOMATIC
CLOSE
HIGH
HAND
LOCAL
LOW
HAND RESET
HIGH SPEED
LOW SPEED
NORMALLY CLOSED
NORMALLY OPEN
REMOTE
OPEN
OFF
INSTANTANEOUS
FORWARD
REVERSE
ACKNOWLEDGE
DESIGNATION DESCRIBING
DEVICE OPERATION OR FUNCTION
DEVICE DESIGNATIONS
AR
ANN
CB
CS
ES
ALARM RELAY OR ALARM TIMER
ANNUNCIATOR
CIRCUIT BREAKER
CONTROL SWITCH
ELECTRONIC SWITCH
F/I
F/MV
FSR
FST
FLS
FS
FU
IL
IPB
ISP
ISS
I/F
I/I
LS
LLS
M
MV/I
MX
OL
PB
FREQUENCY TO CURRENT TRANSDUCER
FREQUENCY TO MILLIVOLT TRANSDUCER
FREQUENCY SHIFT TONE RECEIVER
FREQUENCY SHIFT TONE TRANSDUCER
FLOW SWITCH
FLOAT SWITCH
FUSE
INDICATING LIGHT
ILLUMINATED PUSHBUTTON
ILLUMINATED SELECTOR PUSHBUTTON
ILLUMINATED SELECTOR SWITCH
CURRENT TO FREQUENCY TRANSDUCER
CURRENT TO CURRENT TRANSDUCER
LIMIT SWITCH
LIQUID LEVEL SWITCH
MOTOR STARTER COIL OR CONTACT
MILLIVOLT TO CURRENT TRANSDUCER
MOTOR STARTER AUXILIARY RELAY
OVERLOAD RELAY
PUSHBUTTON
PS
SOL
SV
SR
SS
ST
SPB
XFMR
TDR
TQS
VS
TMR
ETM
EP
FD
PRESSURE SWITCH
SOLENOID (OTHER THAN VALVE)
SOLENOID VALVE
SOLID STATE SCANNER RECEIVER
SELECTOR SWITCH
SOLID STATE SCANNER TRANSMITTER
SELECTOR PUSHBUTTON
TRANSFORMER
TIME DELAY RELAY
TORQUE SWITCH
VACUUM SWITCH
TIMER
ELECTRIC-PNEUMATIC
FLUID DETECTOR
1 B
CIRCLED NUMBER IS THE SAME NUMBER
THE "CIRCUIT NUMBER"
WIRE COLOR DESIGNATION
DEVICE CALLOUT
DEVICE DESIGNATION
CONTACT CALLOUT
DEVICE DESIGNATION
CT CYCLE TIMER
T THERMOSTAT
CONDUIT EXPOSED
HIDDEN FROM VIEW
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND
FLEXIBLE CONDUIT
POWER PANEL
LIGHTING PANEL
DISCONNECT SWITCH
MANUAL MOTOR STARTER
MAGNETIC MOTOR STARTER
MOTOR
JUNCTION BOX
EXIT LIGHT
HOME RUN TO PANELS, ARROW HEADS INDICATE
NUMBER OF CIRCUITS.
CONDUIT TURNING UP
CONDUIT TURNING DOWN
CONDUIT TERMINATED OR CAPPED
FLUORESCENT LUMINAIRE WITH LUMINAIRE
TYPE (L-1) (NL INDICATES NIGHT LIGHT)
CONTROL DEVICE AS INDICATED
THERMOSTAT
THREE-WAY SWITCH
FOUR-WAY SWITCH
INCANDESCENT OR H.I.D. LUMINAIRE WITH
LUMINAIRE TYPE (L-1)
EXISTING CONSTRUCTION
CONDUIT WITH BUSHING
COMBINATION DISCONNECT SWITCH/MAGNETIC
MOTOR STARTER
PULL BOX
EMERGENCY LIGHTING UNIT
EMERGENCY FLUORESCENT LIGHTING FIXTURE
POWER CIRCUIT AND EQUIPMENT INSTALLED BY
THIS CONTRACT
EQUIPMENT ENCLOSURE
CONTROL OR INTERLOCK CIRCUIT
CONNECTION
CABLE STRESS CONE
FUSE
FUSED DISCONNECT SWITCH
PLUG-IN OR DRAWOUT CONNECTION
SINGLE SPEED NON-REVERSING MAGNETIC
STARTER W/CONTROL POWER TRANSFORMER
AMMETER SWITCH
VOLTMETER SWITCH
AMMETER
VOLTMETER
DISCONNECT SWITCH
FUSED CONTROL POWER TRANSFORMER
POWER TRANSFORMER (XFMR)
CURRENT TRANSFORMER (2 REQUIRED)
(2)
(2)
POTENTIAL TRANSFORMER (2 REQUIRED)
LIGHTNING OR SURGE ARRESTER
GROUND CONNECTION
SINGLE SPEED NON-REVERSING MAGNETIC MOTOR
STARTER W/CONTROL POWER TRANSFORMER
CAPACITOR (15 KVAR)
(1)
INDICATES NUMBER REQUIRED
K KEY OPERATED INTERLOCK
BREAKER AND ADJUSTABLE MAGNETIC ONLY TRIP
SOLID STATE MOTOR WINDING HEATER MODULEH
1600A
800A
AIR POWER CIRCUIT BREAKER (TOP NUMBER IS
TRIP SIZE AND BOTTOM NUMBER IS FRAME SIZE)
VACUUM BREAK CONTACTOR
GROUND DETECTOR INDICATING LIGHT
ELECTRIC MOTOR - APPROXIMATE HORSEPOWER
AS INDICATED
ROTATING MACHINE SURGE PROTECTION
TERMINAL
KWH KILOWATT HOUR METER
DUAL FUNCTION INSTRUMENT OR
INSTRUMENTS
FIELD MOUNTED INSTRUMENT
PROCESS VARIABLE LETTER CODE
I/P-R
PD/I
CURRENT TO PNUEMATIC WITH AIR REGULATOR
PULSE DURATION TO CURRENT
FIRST
LETTER
SUCCEEDING
LETTERS
A
C
D
E
F
H
I
K
L
M
P
Q
R
S
T
V
W
Y
Z
ANALYSIS
CONDUCTIVITY
DENSITY
VOLTAGE
FLOW
HAND
CURRENT
TIME
LEVEL
MOISTURE
PRESSURE
QUANTITY
RADIOACTIVITY
SPEED
TEMPERATURE
VISCOSITY
WEIGHT
POSITION
ALARM
CONTROL
DIFFERENTIAL
PRIMARY
ELEMENT
RATIO
(FRACTION)
HIGH
INDICATOR
LOW
TOTALIZE OR
INTEGRATE
RECORD
SWITCH
TRANSMITTER
VALVE
RELAY OR
COMPUTE
FIT
F IT 3 = FLOW INDICATING
TRANSMITTER NO.3
NUMBER
FUNCTION
PROCESS VARIABLE
AM SW AMMETER SWITCH
CLD CHLORINE LEAK DETECTOR
REC RECTIFIER
SVM SYSTEM VOLTAGE MONITOR
TIME DELAY AFTER ENERGIZATIONTDAE
TB TURBIDITY
BU…
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