BCWPA_CNT2_DRAFT_PLANS_30of46.pdf
PDF 18 MB Posted
- 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 for the Comprehensive Everglades Restoration Plan Broward County Water Preserve Areas Contract 2 project. Services required include construction of C-11 Impoundment and Mitigation Area A located in Broward County, Florida. The solicitation number is W912EP24Z0002 and the opportunity type is a Special Notice. The file attached is 18MB of draft construction plans for the project but does not provide additional details on response due dates, award timing, pricing terms, or set asides.
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CP07-BCWPA-CB-0124
CP06-BCWPA-CB-0057
CP05-BCWPA-CB-004
CP07-BCWPA-CB-0123
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WITH RISER AND
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TOE OF SLOPEAND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
SLOTTED
12" SCH 80
CL EL 18.66' (SEE NOTE 3)
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -23.0'
PVC PIPE (TYP)
12" SCH 80 SLOTTED
MANHOLE (TYP)
5' DIAMETER
INV. 6.5'
AND HEADWALL
CULVERT (46 LF)
PRECAST 12" RCP
STA 35+51.00
INV. 6.5'
AND HEADWALL
CULVERT (40 LF)
PRECAST 12" RCP
STA 47+51.00
INV. 6.5'
AND HEADWALL
CULVERT (44 LF)
PRECAST 12" RCP
STA 41+51.00
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
THIS SHEET
WITH RISER AND FLAP GATE
S-508A 4' DIA CULVERT
(TYP - EVERY 250 FT)
SURVEY SETTLEMENT MARKER
MARKER (TYP)
SETTLEMENT
SURVEY
LIMITS OF MUCK EXCAVATION
EXCAVATION
LIMITS OF MUCK
PVC PIPE (TYP)
12" SCH 80 SLOTTED
SEE DETAIL A5, SHEET CZ0017 (TYP.)
BACKFILL EXISTING CANALS,
EL 9.5
BEGIN SLOPE TRANSITION STA 51+92.5
2 1
CANAL BANK)
EXISTING
DISTURBANCE TO
(MINIMIZE
PROPERTY LINE
(AGGREGATE SURFACING)
ACCESS ROAD
STA 50+00STA 38+00
PROPERTY LINE
GRADE TO DRAIN
TOE EL 4.0'
STA 50+45
TOE EL 3.9'
STA 42+00
TOE EL 2.0'
STA 48+80
INV 2.0'
AND HEADWALL
PRECAST 12" RCP (44 LF)
STA 47+50
END TRANSITION848,196.51 637,163.49 3
BEGIN TRANSITION848,096.45 637,168.42 2
BEGIN TRANSITION849,578.09 637,001.65 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
D D D
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00
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the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
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A R
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D-511 EMBANKMENT PLAN STA. 34+00 TO STA. 52+00
A1
D-511 EMBANKMENT PROFILE STA. 34+00 TO STA. 52+00
C-11 IMPOUNDMENT
ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
3H:1V
2.5H:1V
2.5H:1V
3H:1V
3H:1V
EXISTING MITIGATION AREA "B"
- SEE SHEET CF0009
MATCH LINE STA. 52+00
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100' 200'0
(HORIZ.)
N
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
GENERAL NOTES
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.8.
SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE. 7.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.6.
STILLING WELL.
SEE STRUCTURAL PLAN SZ0017 FOR MONITORING STATION PLATFORM 5.
4. REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL =18.8' (OUTSIDE CREST) 3.
SEE STRUCTURAL PLAN S-3101 FOR S-508A.2.
SEE ENLARGED CIVIL PLAN CF1908 FOR S-508A. 1.
52+00
3H:1V
INSPECTION ROAD (SOIL-CEMENT)
FLOW
BOAT RAMP
2.5H:1V 2.5H:1V3H :1
V
3H :1
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1%
3H:1V
2%
3H:1V
TO GRADED FROM EL 2.0' AT STA 48+80 TO EL 4.00' AT STA 50+45.9.
PERIMETER DRAINAGE OUTLET TO CANAL SEE DETAIL B8 SHEET CZ0021.8.
TOE GRADED FROM EL 3.9' AT STA 42+00 TO EL 2.00' AT STA 47+50.7.
SHEETS CF0073 TO CF0083 FOR DETAILS.
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0078). ASSOCIATED 6.
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 5.
PVC PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 90 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 4.
3-POLE MOUNT RTU SEE SHEETS IZ0044 & IZ0048.3.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
2% 2%
6" TOPSOIL/VEGETATED SLOPE
(TYP)
CLEANOUT
3H:1V
2%
3H:1V
2.5H:1V
2.5H:1V
2%
3H:1V 1%
3H:1V
(SEE NOTE 4)
CANAL ARMORING (TYP)(TYP)
CZ0016
A6
CF0034
C1
CZ0013
D1
CZ0019
E6
CZ0021
E1
CZ0021
C1
CZ0019
B3
CF1908
A1
CZ0010
A6
DRAFT
k3endlml Rectangle k3endlml Rectangle k3endlml Rectangle
CP07-BCWPA-CB-0122
CB-0058
CP06-BCWPA-
CP07-BCWPA-CB-0105
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CF0009
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TOE OF SLOPE
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
D-511 EMBANKMENT
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D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -23.0'
EXISTING GRADE
PVC PIPE (TYP)
SLOTTED
12" SCH 80
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA 61+28.00
INV 6.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
THIS SHEET
MANHOLE (TYP)
5' DIAMETER
(TYP - EVERY 250 FT)
SURVEY SETTLEMENT MARKER
INV 6.5'
DRAINAGE DITCH
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (40 LF)
STA 54+40.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA. 67+28.00
INV 6.5'
DRAINAGE DITCH
LIMITS OF MUCK EXCAVATION
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
EL 9.5
END SLOPE TRANSITION STA 52+92.5
3H:1V
EL 9.5'
ACCESS ROAD
EXISTING CANAL BANK)
(MINIMIZE DISTURBANCE TO
PROPERTY LINE
STA 53+00
PVC PIPE (TYP)
12" SCH 80 SLOTTED
LIMITS OF MUCK EXCAVATION
CL DRAINAGE DITCH
END TRANSITION849,571.64 636,901.67 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
D D D
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
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U .S
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J V
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the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
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M A
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SEE SHEET CZ0019 FOR CLEANOUT DETAIL.5.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL =18.8' (OUTSIDE CREST) 1.
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100' 200'0
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(HORIZ.)
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
73+00
FLOW
FLOW
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INSPECTION ROAD (SOIL-CEMENT)
PULLOUT / TURNAROUND
2%
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 4.
SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
3-POLE MOUNT RTU (SEE SHEETS IZ0044, IZ0048 & CF0078). ASSOCIATED 3.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
2%
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
(SEE NOTE 2)
CANAL ARMORING
3H:1V
3H:1V
3H:1V
(TYP) (TYP)
CF0034
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CZ0021
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D-511 EMBANKMENT,
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EXISTING GRADE
PVC PIPE (TYP)
12" SCH 80 SLOTTED
MANHOLE (TYP)
5' DIAMETER
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (40 LF)
STA 73+28.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA. 79+28.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA. 85+28.00
INV 6.5'
DRAINAGE DITCH INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
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ACCESS ROAD
THIS SHEET
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
(SOIL-CEMENT)
INSPECTION ROAD
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
EL 9.5
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
STA 89+00
EXISTING CANAL BANK)
(MINIMIZE DISTURBANCE TO
PROPERTY LINE
PIPE (TYP)
12" SCH 80 SLOTTED PVC
' 2 1
END TRANSITION849,560.73 633,201.08 2
BEGIN TRANSITION849,555.19 633,301.11 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
D D D
74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
73+00
.6
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
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A M
E
D R
A W
IN
G
D A
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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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O B
L V
D
J A
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S O
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L
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L
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-1 C
N T
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-C F
.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
1D
D-511 EMBANKMENT PLAN STA. 73+00 TO STA. 91+00
D-511 EMBANKMENT PROFILE STA. 73+00 TO STA. 91+00
3H:1V
3H:1V
MAT
CH
LIN
E
STA
. 9
1+
SEE
SHEET
CF0
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
F
DRAINAGE DITCH
ACCESS ROAD (AGGREGATE SURFACING)
TURNAROUND
PULLOUT /
100' 200'0
(HORIZ.)
N
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.5.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL =18.8' (OUTSIDE CREST) 1.
IN
V
B O
T T
O M
.0
IN
V
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.2
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(6
L
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N
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P R
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F S
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A
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IN
V
B O
T T
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.0
IN
V
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.2
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(6
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IN
V
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.0
S
IN
V
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.0
N
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IM
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A S
T M
H
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F S
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L
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T
S T
A
.0
IN
V
B O
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.0
IN
V
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.2
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(5
L
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IN
V
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.0
S
IN
V
I N
.0
N
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A S
T M
H
O F
F S
E T
L
E F
T
S T
A
.0
1% 1% 1% 1% 1% 1%
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
FLOW
F L O
W
2%
3H:1V 1%
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 4.
PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 90 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED PVC
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 3.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
2%
2%
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
(TYP) (TYP)
(SEE NOTE 2)
CANAL ARMORING
CF0034
E1
CZ0019
E6
CZ0021
E1
CZ0021
C1
DRAFT
k3endlml Rectangle k3endlml Rectangle
CP07-BCWPA-CB-0119
.5
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.5
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.4
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.3
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.1
.5
.8
.1
PB
PB
PB
PB
PB
PB
PB
PB
6.5'
W
E B
E R
S T
A
T
O S
T A
P L
A N
A N
D P
R O
F
IL
E
C -1
I
M P
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M E
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CF0011
S
P O
P H
A M
V
S E
V E
R A
N
B
U R
CL C-511 CANAL
(SOIL-CEMENT CREST
D-511 EMBANKMENT
PVC PIPE (TYP)
12" SCH 80 SLOTTED
DRAINAGE DITCHCL
CL EL 18.66' (SEE NOTE 1)
D-511 EMBANKMENT,
EXISTING GRADE
C-511 CANAL, BOTTOM EL -23.00'
MANHOLE (TYP)
5' DIAMETER
PVC PIPE (TYP)
12" SCH 80 SLOTTED
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (48 LF)
STA. 91+29.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (44 LF)
STA. 97+29.00
INV. 6.5'
AND HEADWALL
PRECAST 12" RCP CULVERT (42 LF)
STA. 102+96.00
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 6.5'
DRAINAGE DITCH
INV 9.5'
DRAINAGE DITCH
DRAINAGE DITCH INV 9.5'
INV 9.5'
DITCH
DRAINAGE
EL 9.5'
ROAD
ACCESS
THIS SHEET
MARKER (TYP - EVERY 250 FT)
SURVEY SETTLEMENT
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
EL 9.5
1 2
1%
3H:1V
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
(AGGREGATE SURFACING)
ACCESS ROADSTA 92+00
(SEE NOTE 7)
TOP EL = 6.0'
STATION VARIES
SLURRY WALL
10H:1V
(SEE NOTE 7)
SLURRY WALL
1 2
END TRANSITION848,062.74 633,009.18 4
BEGIN TRANSITION848,162.68 633,016.15 3
END TRANSITION849,282.53 633,027.04 2
BEGIN TRANSITION849,382.58 633,022.01 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
D D
D
91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00
-30 -30
-20 -20
-10 -10
0 0
10 10
20 20
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
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
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N
A
M A
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S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
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
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W
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.d g n
U s e r:
m lu h
/2
/2
/2
/2
/2
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
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P
W E
P R
C O
N T
R A
C T
F
IN
A
L S
U B
M
IT
T A
L S
E P
T E
M B
E R
N
O T
F O
R C
O N
S T
R U
C T
IO
N
U S
SW 36TH ST
S O
U T H P
O S T R
O A
D
SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
D-511 EMBANKMENT PLAN STA. 91+00 TO STA. 107+00
D-511 EMBANKMENT PROFILE STA. 91+00 TO STA. 107+00
S E E S
H E E T C
F
M A T C
H L
IN
E S
T A
M A T
C H L
IN
E S
T A . 9
- S
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IN
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A S
T M
H
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F S
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L
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T
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A
.0
1% 1% 1% 1% 1%
1%
100' 200'0
N
(HORIZ.)
100' 200'0 10' 20'0
(HORIZ.) (VERT.)
SEE SHEET CF0004 FOR SLURRY WALL LAYOUT DETAILS.7.
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.6.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.5.
MUST NOT BE DISTURBED.
EXISTING CONDITIONS WITHIN THE ENVIRONMENTALLY SENSITIVE AREA 4.
3. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
2. REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL =18.8' (OUTSIDE CREST) 1.
107+00
FLOW
FLO
W
INSPECTION ROAD (SOIL-CEMENT)
2%
DEBRIS BARRIER
FLOATING
SW 36TH STREET
AREA (SEE NOTE 4)
SENSITIVE
ENVIRONMENTALLY
2%
CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET 5.
PVC PIPE TOE DRAIN ALIGNMENT.
CONSTRUCT 45 DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED
USE (4) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO 4.
3. BOAT WARNING SIGN SEE SHEET CZ0009.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
3H:1V
3H:1V
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
3H:1V
2%
3H:1V
3H:1V
(SEE NOTE 2)
CANAL ARMORING
VEHICLE BARRIER GATE
(TYP)
(TYP)
CF0034
E1
CZ0005
D1
CZ0002
D3
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF1916
A1
DRAFT
k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 039-114627_C-11_CNT2_C-CF0008 |
| 040-114627_C-11_CNT2_C-CF0009 |
| 041-114627_C-11_CNT2_C-CF0010 |
| 042-114627_C-11_CNT2_C-CF0011 |
| 043-114627_C-11_CNT2_C-CF0012 |
| 044-114627_C-11_CNT2_C-CF0013 |
| 045-114627_C-11_CNT2_C-CF0014 |
File details come from the government source that posted it. Updated .