BCWPA_CNT2_DRAFT_PLANS_29of46.pdf
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- Solicitation number
- W912EP24Z0002
About this file
This document provides details on 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. No pricing terms, response dates, or award dates are included in the provided information.
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C-11 IMPOUNDMENT PLAN AND PROFILE KEY PLAN
SENSITIVE AREA
ENVIRONMENTALLY
SENSITIVE AREA
ENVIRONMENTALLY
AREA "B"
MITIGATION
EXISTING
CANAL B/4CANAL A/5
EXISTING BORROW PIT
CF0006 CF0007
CF0008
CF0009
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CF0011
CF0013
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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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CP07-BCWPA-CB-0111
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S-508D 48"
S-506A 4' DIA GATED CULVERT S-505E 5' X 6' UNGATED CULVERT
TOE OF SLOPE
(AGGREGATE SURFACING ON CREST)
SOUTHWEST 26TH STREET
CL L-511 LEVEE AND RAISED
EXISTING FINGER LAKES BERM
EXISTING FINGER LAKES BERM
AND INTERNAL SLOPE)
(SOIL-CEMENT CREST
CL D-511 EMBANKMENT
12" SCH 80 SLOTTED PVC PIPE (TYP)
CLEANOUT (TYP)
12" SCH 80 SLOTTED PVC PIPE (TYP)
CL DRAINAGE DITCH
CL C-511 CANAL
EXISTING GRADE
CL EL 18.66' (SEE NOTE 9)
D-511 EMBANKMENT,
C-511 CANAL, BOTTOM EL -2.5
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5' DIAMETER
PVC PIPE (TYP)
SLOTTED
12" SCH 80
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INV 6.5'
DRAINAGE DITCH
DITCH INV 6.5'
DRAINAGE
INV 6.5'
DRAINAGE DITCH
DITCH INV 6.5'
DRAINAGE
INV. 6.5'
AND HEADWALL
RCP CULVERT (38 LF)
PRECAST 12"
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INV. 6.5'
AND HEADWALL
CULVERT (40 LF)
PRECAST 12" RCP
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INV. 6.5'
AND HEADWALL
CULVERT (46 LF)
PRECAST 12" RCP
STA 16+66.00
AND HEADWALL INV. 6.5'
RCP CULVERT (42 LF)
PRECAST 12"
STA 22+66.00
DITCH INV 9.5'
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INV 9.5'
DRAINAGE DITCH
EL 9.5'
ACCESS ROAD
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DITCH
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THIS SHEET
S-508D 48" GATED CULVERT
S-505E 5' X 6' UNGATED CULVERT
WEIR STA 22+80
S-505F BROAD CRESTED
INV 8.85'
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INV 18.8'
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EVERY 250 FT)
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(TYP)
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EL 9.5
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SEE NOTE 8
(ASPHALT)
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(ASPHALT)
ACCESS RAMP
SURFACING)
(AGGREGATE
ACCESS ROAD
END SLOPE TRANSITION STA 5+82
BEGIN SLOPE TRANSITION STA 4+82
EL 6.0
EL 6.0
EL 6.3
EL 6.3
EXCAVATION
LIMITS OF MUCK
SURFACING)
(AGGREGATE
ACCESS ROAD
EXCAVATION
LIMITS OF MUCK
ACCESS ROAD (AGGREGATE SURFACING)
3 4
END TRANSITION844,975.12 637,837.90 11
BEGIN TRANSITION844,875.06 637,842.81 10
END TRANSITION846,230.77 637,784.64 9
BEGIN TRANSITION846,205.60 637,800.37 8
TOP OF RAMP846,155.61 637,799.82 7
TOP OF RAMP846,155.98 637,783.83 6
RAMP
END TRANSITION, BOTTOM OF 845,965.41 637,816.66 5
BOTTOM OF RAMP 845,965.24 637,832.66 4
BEGIN TRANSITION845,890.24 637,831.84 3
END TRANSITION845,455.27 637,827.12 2
TRANSITION
BOTTOM OF RAMP, BEGIN 845,380.45 637,810.30 1
DESCRIPTIONEASTINGNORTHINGPOINT
POINT TABLE
0+
5+
0+
5+
0+
0 0+
D D D D
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 -20 -20
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10 10
20 20
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on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this Vincent Joseph Severance signed and sealed by This item has been digitally
License No. 93101 Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
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ID
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D-511 EMBANKMENT PLAN STA. 0+00 TO STA. 23+00
D-511 EMBANKMENT PROFILE STA. 0+00 TO STA. 23+00
C-11 IMPOUNDMENT
FINGER LAKES
3H:1V
3H:1V
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M A
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BOAT RAMP
SEE ENLARGED CIVIL PLAN CF1906 FOR S-506A. 1.
GENERAL NOTES
SEE STRUCTURAL PLAN S-2801 FOR S-506A. 2.
SEE ENLARGED CIVIL PLAN CF1904 FOR S-505E. 3.
SEE STRUCTURAL PLAN S-2601 FOR S-505E. 4.
SEE ENLARGED CIVIL PLAN CF1910 FOR S-508D. 5.
SEE STRUCTURAL PLAN S-3301 FOR S-508D. 6.
SEE ENLARGED CIVIL PLAN CF1905 FOR S-505F. 7.
SHEET CZ0018 FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE SEE 13.
12. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
11. SEE SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.
STILLING WELL.
SEE STRUCTURAL PLAN SZ0017 FOR MONITORING STATION PLATFORM 10.
TO 18.52' (INSIDE CREST). SEE TYPICAL SECTIONS.
D-511 EMBANKMENT CREST SLOPED AT 2% FROM EL = 18.8' (OUTSIDE CREST) 9.
GRADING.
SEE ENLARGED CIVIL PLAN CF1917 FOR FINGER LAKES BERM ACCESS 8.
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(HORIZ.)
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SHEETS CF0073 TO CF0083 FOR DETAILS).
INSTRUMENTATION EQUIPMENT NOT SHOWN ON THIS SHEET FOR CLARITY (SEE
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CZ0021.
3. TOE DITCH DRAINAGE OUTLET WITH DITCH BOTTOM INLET SEE DETAIL C5 SHEET
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
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6" TOPSOIL/VEGETATED SLOPE
6" TOPSOIL/VEGETATED SLOPE
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WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
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EXISTING
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MANHOLE (TYP)
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INV 6.5'
DRAINAGE DITCH
INV. 6.5'
AND HEADWALL
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PRECAST 12" RCP
STA 29+20.00
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EL 9.5'
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SURVEY SETTLEMENT
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16'
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
EL. 9.5
END CURVE847,874.87 637,691.87 3
RADIUS847,655.57 637,693.11 2
BEGIN CURVE847,653.19 637,912.40 1
DESCRIPTIONEASTINGNORTHINGPOINT
SHEET CZ0017 (TYP.)
SEE DETAIL A5,
BACKFILL EXISTING CANALS,
3H:1V
2%
3H:1V
2%
70'
3H:1V
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END SLOPE AND CANAL BOTTOM TRANSITION STA 31+60.5
(AGGREGATE SURFACING)
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SURFACING ON CREST)
L L-512 LEVEE (AGGREGATE C
STA 27+00
(SEE NOTE 4)
CANAL ARMORING
EXISTING OVERHEAD POWER
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
SURFACING)
ACCESS ROAD (AGGREGATE
14'
30+00
735+00
D
D
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
-30 -30
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I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
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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U S
SW 36TH ST
S O
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SW 26TH ST
GRIFFIN ROAD
N
KEY PLAN
C1
D-511 EMBANKMENT PLAN STA. 23+00 TO STA. 34+00
D-511 EMBANKMENT PROFILE STA. 23+00 TO STA. 34+00
100' 200'0 10' 20'0
GENERAL NOTES
SEE SHEET CZ0019 FOR CLEANOUT DETAIL.8.
SEE SHEET CZ0019 FOR DRAINAGE SWALE DETAIL.7.
6. SEE SHEET CF0076 FOR SURVEY SETTLEMENT MARKER TABLE.
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 PLANS S-3201 FOR S-508B.2.
SEE ENLARGED CIVIL PLAN CF1909 FOR S-508B. 1.
(HORIZ.) (VERT.)
100' 200'0
IN
V
B O
T T
O M
.0
IN
V
O U
T
.2
N
(6 L
F
IN
V
I N
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W
IN
V
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E
R
IM
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A S
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H
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F S
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L
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T
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A
.1
1 %
1 %
10H :1V
MITIGATION AREA "A"
3H:1V
3H:1V
3H:1V
ACCESS ROAD (AGGREGATE SURFACING)
M A
T C
H L
IN
E S
T A . 2
- S
E E S
H E
E T C
F
M
AT
C H L
IN
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TA
. 3
4+ S E E S
H E E T
C F0
C-11 IMPOUNDMENT
(HORIZ.)
N
IN
V
B O
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.0
IN
V
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.2
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(6
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F
IN
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23+00
F
LO
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H :1
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H :1
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2%
3H:1V
2%
FLOW
INSPECTION ROAD (SOIL-CEMENT)
2.5H:1V
H :1
V
BARRIER
DEBRIS
FLOATING
FOR LIMITS AND DETAILS.
ZONE OF WAVE BREAK RIB PROTECTION ALONG UPSTREAM SLOPE. SEE SHEET CZ0018 5.
ALIGNMENT.
DEGREE CURVES ALONG THE 12 INCH SCHEDULE 80 SLOTTED PVC PIPE TOE DRAIN
USE (8) EQUALLY SPACED 11.25 DEGREE SCHEDULE 80 PVC ELBOWS TO CONSTRUCT 90 4.
3. 3-POLE MOUNT RTU SEE SHEETS IZ0044 & IZ0048.
2. TOE DRAIN STRUCTURE OUTLET SEE DETAIL F5 SHEET CZ0021.
TOE DITCH DRAINAGE OUTLET SEE DETAIL A5 SHEET CZ0021.1.
SHEET KEYNOTES
R
9.
2.5H:1V
H :1
V
2%
POINT TABLE
CLEANOUT (TYP)
6" TOPSOIL/VEGETATED SLOPE
BARRIER GATE
PEDESTRIAN ACCESS
BARRIER GATE
PEDESTRIAN ACCESS
GATE
ACCESS BARRIER
PEDESTRIAN
CF0034
CZ0023
A6
CZ0023
A6
CZ0023
A6
CZ0019
E6
CZ0021
E1
CZ0021
C1
CF0034
C1
CF1909
A1
CZ0005
D1
DRAFT
k3endlml Rectangle k3endlml Rectangle
| STN_GEN-CIVIL_CONTRACT 2_092723 |
| 036-114627_C-11_CNT2_C-CF0005 |
| 037-114627_C-11_CNT2_C-CF0006 |
| 038-114627_C-11_CNT2_C-CF0007 |
| 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 |
File details come from the government source that posted it. Updated .