01_DRAFT_CNT2_Plans_4Civil_Part25.pdf
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- Solicitation number
- W912EP25Z0012
About this file
These are civil engineering plan sheets showing plan and profile views for sections of the L-512 levee from station 680+00 to 718+00 for the Broward County Water Preserve Areas Project in Florida. The drawings detail construction specifications for a levee with an aggregate-surfaced crest at elevation 7.16 feet, sloped at 2% from elevation 7.3' on the outside to 7.0' on the inside. The plans show access roads with aggregate surfacing, muck excavation limits, property lines, construction limits, and the C-512 canal with a bottom elevation of -0.5 feet. Several transitions are indicated at specific stations, including at 694+94.13, 696+34.53, 697+14.59, and others. The drawings include general notes, sheet keynotes, and drainage details like a 15" HDPE pipe at station 714+75 with invert elevation 3.5'. The plans are marked as "CONTRACT 2 MOD003 - DRAFT" and "NOT FOR CONSTRUCTION" and are part of the Comprehensive Everglades Restoration Plan.
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CP06-BCWPA-CB-0070
CP05-BCWPA-CB-003
CP18-BCWPA-CB-13
CP06-BCWPA-CB-0053
CP18-BCWPA-CB-14
CP08-BCWPA-TP-0170
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C-512 CANAL BOTTOM EL -0.5
SURFACING ON CREST)
L-512 LEVEE (AGGREGATECL
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AT STA 694+94.13
BEGIN TRANSITION
AT STA 696+34.53
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CL EL 7.16' (SEE NOTE 1)
L-512 LEVEE,
LIMITS OF MUCK EXCAVATION
SEE DETAIL A5, SHEET CZ0017 (TYP)
BACKFILL EXISTING CANALS,
(AGGREGATE SURFACING)
ACCESS ROAD
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ACCESS ROAD LIMITS OF MUCK EXCAVATION
LIMITS OF CONSTRUCTION
PROPERTY LINE AND
681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00
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L-512 LEVEE PLAN STA. 680+00 TO STA. 697+00
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MITIGATION AREA "A"
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L-512 LEVEE CREST SLOPED AT 2% FROM EL 7.3' (OUTSIDE CREST) TO EL 7.0' 1.
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DETAILS AND COORDINATES.
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C-512 CANAL BOTTOM EL -0.5
EXISTING GRADE
CL EL 7.16 (SEE NOTE 1)
L-512 LEVEE,
SURFACING ON CREST)
CL L-512 LEVEE (AGGREGATE
CL C-512 CANAL
AT STA 697+14.59
BEGIN TRANSITION
AT STA 703+15.79
BEGIN TRANSITION
AT STA 704+17.35
END TRANSITION
AT STA 704+46.84
BEGIN TRANSITION
AT STA 705+48.39
END TRANSITION
AT STA 698+55.00
END TRANSITION
PROPERTY LINE AND LIMITS OF CONSTRUCTION LIMITS OF MUCK EXCAVATION
LIMITS OF MUCK EXCAVATION
(AGGREGATE SURFACING)
ACCESS ROAD
(AGGREGATE SURFACING)
ACCESS ROAD
DRAIN
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GRADE TO DRAIN
INV. 3.5'
15" HDPE (34 LF)
STA 714+75
697+00 698+00 699+00 700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00
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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-512 LEVEE PLAN STA. 697+00 TO STA. 718+00
L-512 LEVEE PROFILE STA. 697+00 TO STA. 718+00
100' 200'0 10' 20'0
MITIGATION AREA "A"
SOUTH
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FLOW
(INSIDE CREST). SEE TYPICAL SECTIONS.
L-512 LEVEE CREST SLOPED AT 2% FROM EL 7.3' (OUTSIDE CREST) TO EL 7.0' 1.
GENERAL NOTES
(HORIZ.) (VERT.)
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