01_DRAFT_CNT2_Plans_4Civil_Part2.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a draft plans and specifications document released as a Special Notice for informational purposes regarding a future procurement for the Comprehensive Everglades Restoration Plan (CERP) Broward County Water Preserve Areas Contract 2 project in Florida. The document is not a solicitation.
The project involves construction of the C-11 Impoundment and Mitigation Area A, including dam and levee embankment construction, water control structures, environmentally sensitive area systems, lake backfill, and drainage features. Key technical requirements include: building a dam embankment approximately 15 feet high with 4,800 feet of slurry wall; creating a 113-acre wetland marsh mitigation area; installing 12 water control structures (gated culverts, ungated culverts, and weirs); backfilling an existing quarry up to 55 feet deep; and managing continuous stormwater for a two square-mile drainage area. The Army Corps of Engineers Jacksonville District is seeking contractor feedback on these draft plans by March 14, 2025 at 5:00 PM EST through the ProjNet system using Project ID SAJ305 and Bidder Inquiry Key P437TE-HNNN86.
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(PROTECT AND DO NOT DISTURB)
ENVIRONMENTALLY SENSITIVE AREA
(PROTECT AND DO NOT DISTURB)
ENVIRONMENTALLY SENSITIVE AREA
CENTERLINE
EMBANKMENT
D-511
PROPERTY LINE
10' (MIN)
10' (MIN)
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10' (MIN)
(SEE NOTE 5)
RESTRICTED USE MUCK AREA
1000'
PROJECT LIMITS
BUFFER (SEE NOTE 6)
RESTRICTED ACTIVITY
14 15 16
BY OTHERS. SEE NOTE 7
FUTURE RESUMPTION
TERMINATION AND
CONSTRUCTION
TRANSITION AREA OF
PROJECT LIMITS
PROJECT LIMITS
BY OTHERS. SEE NOTE 7
FUTURE RESUMPTION
TERMINATION AND
CONSTRUCTION
TRANSITION AREA OF
SEE NOTE 7
TEMPORARY PROJECT LIMITS.
TEMPORARY PROJECT LIMITS844635.07630080.8432
TEMPORARY PROJECT LIMITS844629.62630321.0131
TEMPORARY PROJECT LIMITS844504.59630321.0130
TEMPORARY PROJECT LIMITS844532.48629091.6029
TEMPORARY PROJECT LIMITS847195.58630080.6328
TEMPORARY PROJECT LIMITS847197.46629969.4827
TEMPORARY PROJECT LIMITS844637.90629955.8626
TEMPORARY PROJECT LIMITS844670.60628514.3725
TEMPORARY PROJECT LIMITS844545.63628511.5424
TEMPORARY PROJECT LIMITS844535.31628966.6023
TEMPORARY PROJECT LIMITS842662.89628966.6022
TEMPORARY PROJECT LIMITS842662.89629082.6621
SOUTH PROJECT LIMITS842621.61629351.7720
SOUTH PROJECT LIMITS843063.17629362.1019
POLYGON 23 CORNER842193.71629404.3918
POLYGON 23 CORNER842618.67629406.3517
POLYGON 23 CORNER842637.46628603.4416
POLYGON 23 CORNER843549.14628602.5715
POLYGON 23 CORNER844022.42628601.5014
POLYGON 23 CORNER844575.40628595.9513
POLYGON 23 CORNER844540.73630032.0112
POLYGON 23 CORNER844539.77630075.4611
POLYGON 23 CORNER844539.24630098.9110
POLYGON 23 CORNER842183.47630104.929
SOUTH PROJECT LIMITS847212.40630351.098
SOUTH PROJECT LIMITS846688.02630339.057
TEMPORARY PROJECT LIMITS847217.07630081.126
TEMPORARY PROJECT LIMITS846693.69630091.805
SOUTH PROJECT LIMITS846688.43630321.014
SOUTH PROJECT LIMITS843040.74630321.013
TEMPORARY PROJECT LIMITS843069.50629091.602
TEMPORARY PROJECT LIMITS842628.93629081.871
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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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C-11 IMPOUNDMENT
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GENERAL NOTES
SHEET KEYNOTES
EXISTING B/4 CANAL CULVERTS TO REMAIN.10.
TO BE DISTURBED BY THE PROJECT.
AREA BETWEEN PROJECT LIMITS AND TEMPORARY PROJECT LIMITS IS NOT 9.
ENVIRONMENTAL PROTECTION REQUIREMENTS WITHIN PROJECT LIMITS.
WETLAND POLYGON 23, SEE SPECIFICATION SECTION 01 57 20 FOR 8.
BE RESTORED TO EXISTING CONDITIONS).
REMOVAL FOR BASE PLACEMENT MAY ENCROACH THIS BUFFER BUT MUST
OFFSET FROM TOE OF SLOPE TO PROPERTY LINE OR RIGHT-OF-WAY (MUCK 7.
PROTECT AREAS FROM CONSTRUCTION ACTIVITIES. SEE SHEET GC0002.
6. EXISTING CONDITIONS WITHIN BOUNDARY TO REMAIN. CONTRACTOR MUST
REMOVE CULVERT.5.
MISCELLANEOUS PAVEMENT REMOVAL.4.
SEE TYPICAL SECTIONS AND SPECIFICATION 31 10 00.
REQUIRED WITHIN THE LIMITS OF THE EMBANKMENTS, LEVEES, AND CANALS.
TO CF0039). CLEARING AND STRIPPING OF ALL VEGETATION WILL BE
LIMITS OF CLEARING AND STRIPPING (SEE TYPICAL SECTION SHEETS CF0034 3.
CLEAR IMPOUNDMENT INTERIOR PER SPECIFICATION SECTION 31 10 00.2.
INTERNAL IMPOUNDMENT AREA.
CREATED BY SOUTHWEST 36TH STREET DOWN TO EL 4.0 ACROSS THE
REMOVE SOUTHWEST 36TH ST PAVEMENT AND SUBBASE. REMOVE BERM 1.
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FOR TRANSITION DETAILS.
SEE GC0007 FOR TEMPORARY DRAINAGE PLAN AND SHEETS CZ0029-CZ0031
SEE SPECIFICATION SECTION 01 14 00 FOR SCHEDULING REQUIREMENTS. 7.
ON THE SOUTHEASTERN PORTION OF THE PROJECT AREA.
INCINERATING WITHIN 1000' OF THE EMBANKMENT CENTERLINES IDENTIFIED
NO MATERIAL PROCESSING, BORROW AREAS, BATCH PLANTS OR 6.
REQUIREMENTS.
EXISTING BORROW PIT, SEE CF0084 AND CF0085 FOR BACKFILL
PROJECT LIMITS MUST NOT BE USED AS BACKFILL IN THE CENTRAL LAKE OR
SEE C-0005 FOR AREA LOCATION. RESTRICTED USE MUCK AREA WITHIN 5.
ACCORDANCE TO SPECIFICATION 31 00 00 EARTHWORK .
4. INCIDENTAL BACKFILL RESULTING FROM DEMO ITEMS MUST BE IN
ACCORDANCE WITH SPECIFICATION 02 41 00.
CANAL FOOTPRINT TO 50 FEET BEYOND THE TOE OF THE EMBANKMENT IN
COMPLETELY REMOVE ALL BURIED PIPING WITHIN THE EMBANKMENT AND
UNKNOWN LOCATIONS WITHIN THE EMBANKMENT AND CANAL FOOTPRINT.
SITE MAY CONTAIN EXISTING BURIED IRRIGATION AND DRAINAGE PIPES AT 3.
CD0003.
2. WELL LOCATIONS PROVIDED IN THE WELL ABANDONMENT PLAN ON SHEET
DETAILS AND PROHIBITION OF ONSITE STORAGE OF DEBRIS).
SURVEY DATA AND PROJECT INFORMATION (SEE SPECIFICATION 02 41 00 FOR
QUANTITIES CANNOT BE ACCURATELY DETERMINED FROM THE EXISTING
WELLS, AND OTHER DEBRIS AND DUMPED TRASH. SITE DEMOLITION
DRAINAGE CULVERTS, ABANDONED UTILITIES, VEHICLE GATES, MONITORING
THE INTERIOR OF THE SITE INCLUDES MISCELLANEOUS PAVED AREAS, 1.
LEGEND
RESTRICTED ACTIVITY BUFFER (SEE NOTE 6)
TO BE REMOVED
RESTRICTED USE MUCK AREA
ON PLAN FOR EACH AREA
PROTECTED AREA, SEE KEYNOTE 6, OR 8 AS IDENTIFIED
CLEARING AND STRIPPING
UTILITIES
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AND CULVERT
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VEHICLE GATE
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GUARDRAIL AND
BORROW PIT
EXISTING
POINT TABLE
KEY PLAN
CD0005
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CD0005
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CD0005
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