01_DRAFT_CNT2_Plans_4Civil_Part23.pdf
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- Solicitation number
- W912EP25Z0012
About this file
These are engineering plan drawings showing details for a levee construction project (L-514 Levee) in Broward County, Florida. The plans cover stations 600+00 to 634+00 and include both plan views and elevation profiles of the levee construction.
The drawings show specific technical details including a 14-foot wide levee crest with 2% slope from elevation 7.3' (outside) to 7.0' (inside), 3:1 side slopes, limits of muck excavation, property/construction boundaries, and transitions. Key features depicted include an access gate, turnout, 24" HDPE pipe with flared end sections, and grading transitions to match existing roads. The plans are part of Contract 2 of the Comprehensive Everglades Restoration Plan (CERP) Broward County Water Preserve Areas Project, specifically for the C-11 Impoundment and Mitigation Area A. The drawings are marked as draft/not for construction and are dated December 2024.
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Text version
CP06-BCWPA-CB-0067
CP06-BCWPA-CB-0068
CP18-BCWPA-CB-05CP18-BCWPA-CB-04
CP18-BCWPA-CB-02
CP18-BCWPA-CB-24
CP08-BCWPA-TP-0172
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CL L-514 LEVEE (AGGREGATE
EXISTING GRADE
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L-514 LEVEE,
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
SEE SHEET CF0031 FOR DETAILS
24" HDPE AND FLARED END SECTIONS
STA 901+15
GRADING, SEE SHEET CF0031
MATCH 26TH STREET
SEE SHEET CF0031
MATCH EXISTING,
EL = 8.44
STA. 600+00.00
EL = 7.16
STA. 600+84.85
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TOE EL 4.3'
STA 600+50
BEGIN CURVE842,207.61 638,007.00 7
REVERSE CURVE842,167.30 638,045.66 6
REVERSE CURVE842,150.65 638,127.37 5
END CURVE842,127.27 638,244.41 4
END TRANSITION842,114.95 638,164.14 3
END CURVE/BEGIN TRANSITION842,107.15 638,038.69 2
BEGIN CURVE842,072.52 638,005.86 1
DESCRIPTIONEASTINGNORTHINGPOINT
EL 7.38'
EL MATCH EXISTING
900+00
905+00
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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
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L-514 LEVEE PLAN STA. 600+00 TO STA. 623+00
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L-514 LEVEE PROFILE STA. 600+00 TO STA. 623+00
100' 200'0 10' 20'0
(INSIDE CREST). SEE TYPICAL SECTIONS.
L-514 LEVEE CREST SLOPED AT 2% FROM EL 7.3' (OUTSIDE CREST) TO EL 7.0' 1.
GENERAL NOTES
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TRANSITION DETAILS.
MUCK REMOVAL BOTTOM WIDTH TRANSITIONS, SEE SHEET CF0031 FOR 1.
SHEET KEYNOTES
POINT TABLE
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EXISTING GRADE
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-514 LEVEE (AGGREGATECL L
AT STA 626+90.78
BEGIN TRANSITION
AT STA 628+32.61
END TRANSITION
AT STA 629+67.98
BEGIN TRANSITION
AT STA 631+10.77
END TRANSITION
EL 7.16' (SEE NOTE 1)�
L-514 LEVEE,
LIMITS OF MUCK EXCAVATION
7'
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
LIMITS OF MUCK EXCAVATION
5+
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623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00
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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
Y F
L O
R
ID
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KEY PLAN
D1
L-514 LEVEE PLAN STA. 623+00 TO STA. 634+00
A1
L-514 LEVEE PROFILE STA. 623+00 TO STA. 634+00
100' 200'0 10' 20'0
(INSIDE CREST). SEE TYPICAL SECTIONS.
L-514 LEVEE CREST SLOPED AT 2% FROM EL 7.3' (OUTSIDE CREST) TO EL 7.0' 1.
GENERAL NOTES
M A
T C
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MATCH LINE STA. 634+00 - SEE SHEET CF0026
3H:1V
3H:1V
(HORIZ.) (VERT.)
100' 200'0
(HORIZ.)
MITIGATION AREA "A"
2%
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US 27 (NORTHBOUND)
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