CFM_EWP_-_Set_6-20-25.pdf
PDF 7 MB Posted
- Attached to
- NRCS Emergency Watershed Protection Grant
- Solicitation number
- ITB 25-092
- Issued by
- Lee County, Fort Lauderdale City, Florida
About this file
This is a set of construction drawings and specifications for the City of Fort Myers Public Works Department Engineering Division, developed in conjunction with the Natural Resources Conservation Service (NRCS) Emergency Watershed Protection program. The project encompasses comprehensive waterways debris and sediment removal across multiple canal systems and waterways in Fort Myers, Florida, including the Caloosahatchee River, Billys Creek, Eastwood Golf Course Canal, L-3 Canal, Ford Street Canal, Veronica S. Shoemaker Canal, Manuels Branch, Canal Street Canal, Carrell Road Canal, and Winkler Avenue Canal. The scope of work includes removal of vegetative and construction debris, underwater vegetative debris removal, sediment removal and transport, bank reshaping, tree clearing for construction access, and erosion control repairs using articulated concrete block mat (ACB mat) systems. Specific work areas are detailed across four debris removal location maps covering approximately 40,000 linear feet of waterway improvements, with sediment removal and bank reshaping ranging from 200 to 3,963 feet at individual sites. The drawings, dated June 16, 2025 and revised July 24, 2025, were prepared by Richard H. Thompson, P.E. (Florida Registration No. 46720), and include ten sheets detailing site locations, three debris removal detail specifications, one erosion control repair detail, and streambank erosion repair construction notes. Construction requires a minimum 72-hour advance notice to NRCS, utility location coordination per 811 requirements, and strict adherence to attached technical specifications and quality assurance plans.
The project requires contractors to follow NRCS construction responsibility protocols and coordinate with utility owners to ensure all underground utilities are properly marked before construction commences. Debris disposal must comply with specified construction standards, with fallen trees retaining embedded root systems in banks to maintain structural integrity. The erosion control repair work at Ballard Farm Canal involves installation of 300 feet of articulated concrete block mat protection along the channel bank. Bank reshaping and minor erosion repairs are to be applied across multiple sites as needed to stabilize eroded channel banks. All work must be documented through weekly inspection reports, record drawings, and comprehensive grant reimbursement documentation to support the NRCS Emergency Watershed Protection funding mechanism. The project is structured under Construction Manager at Risk (CMAR) delivery, with the selected contractor responsible for trade coordination, cost management, and strict environmental protection compliance throughout execution.
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Text version
CONSTRUCTION RESPONSIBILITY: It shall be the responsibility of the cooperator to assure that the project is constructed according to the attached drawings and specifications.
NOTICE OF CONSTRUCTION: NRCS shall be notified a minimum of 72 hours prior to construction.
UTILITIES: NRCS makes no representation as to the existence or non-existence of any utilities at the construction site. Utility Owners must be notified of the date and time construction is scheduled to approach the utility (pipeline, telephone lines, electric lines, etc.). Construction shall not commence until all Utility Owners have been notified and have their utilities located on the ground.
INDEX OF SHEETS
Sheet No. Sheet Title
1 Cover Sheet 2 Debris Removal Location Map 1 3 Debris Removal Location Map 2
Debris Removal & Erosion Control
Repair Site Location Map 3 5 Debris Removal Location Map 4 6 Debris Removal Detail No. 1 7 Debris Removal Detail No. 2 8 Debris Removal Detail No. 3 9 Erosion Control Repair Detail
10 Streambank Erosion Repair Details and Construction Notes
Always call 811 two full business days before you dig to have underground utilities located and marked.
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LIST OF SPECIFICATIONS
NO. TITLE
1 400. STREAM DEBRIS AND SEDIMENT REMOVAL
2 CITY OF FORT MYERS TECHNICAL SPECIFICATIONS
3 QUALITY ASSURANCE PLAN CFM
4 CITY WIDE DEBRIS AND SEDIMENT REMOVAL ENVIRONMENTAL EVALUATION
5 1 SCOPE OF SERVICES
SITE LOCATIONS
CITY OF FORT MYERS
EMERGENCY WATERSHED PROTECTION
WATERWAYS DEBRIS, SEDIMENT REMOVAL
AND BANK RESHAPING
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CONTROL REPAIR SITE LOCATION
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WINKLER AVE. CANAL - 3,963'
400' - SEDIMENT REMOVAL AND BANK RESHAPING
M cG re go r B lvd
C le ve la nd A ve
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CFM GOLF COURSE
300' - SEDIMENT REMOVAL AND BANK RESHAPING
CARRELL RD. CANAL - 9,327'
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MANUELS BRANCH - 4,319SEDIMENT
HospitalFort Myers High School
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Hill Ave.
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DBANK
RESHAPING
1145'
REMOVAL
1594'
1580'
TREE
CLEARING FOR
CONSTRUCTION
BANK
RESHAPING BANK RESHAPING
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BILLYS CREEK
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Palm Beach Blvd.
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STRUCTURAL REPAIR BETWEEN DIANE ST.AND
BALLARD RD. IS DETAILED IN A SEPARATE SET
OF CONSTRUCTION DRAWINGS AND SPECS.
SEE SHEET 10 OF 10.
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300' - EROSION CONTROL - REPAIR
ARTICULATED CONCRETE BLOCK MAT (ACB MAT)
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1905' - TREE CLEARING FOR CONSTRUCTION
SEDIMENT REMOVAL AND BANK RESHAPING
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NOTES:
1. Left and right looking downstream.
2. Debris shall be disposed as specified in the construction specification.
3. Fallen trees that still have roots embedded in the bank will be cut, leaving roots embedded in the bank.
4. This drawing is more applicable to Billy's Creek.
20' 20'
VARIABLE TOP WIDTH
DEBRIS REMOVAL AREA
BEFORE CONSTRUCTION
AFTER CONSTRUCTION
STREAM
DETAIL NO. 1 - DEBRIS/SEDIMENT REMOVAL
N.T.S.
STREAM
20' 20'
DEBRIS REMOVAL AREA
VARIABLE TOP WIDTH
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20' 20'
VARIABLE TOP WIDTH
DEBRIS REMOVAL AREA
BEFORE CONSTRUCTION
AFTER CONSTRUCTION
CHANNEL
DETAIL NO. 2 - DEBRIS/SEDIMENT REMOVAL
N.T.S.
1. Left and right looking downstream.
2. Debris shall be disposed as specified in the construction specification.
3. Fallen trees that still have roots embedded in the bank will be cut, leaving roots embedded in the bank.
4. This drawing is more applicable to Eastwood Golf Course Canal.
NOTES:
CHANNEL
20' 20'
DEBRIS REMOVAL AREA
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20' 20'
VARIABLE TOP WIDTH
DEBRIS REMOVAL AREA
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AFTER CONSTRUCTION
CANAL
DETAIL NO. 3 - DEBRIS/SEDIMENT REMOVAL
N.T.S.
1. Left and right looking downstream.
2. Debris shall be disposed as specified in the construction specification.
3. Fallen trees that still have roots embedded in the bank will be cut, leaving roots embedded in the bank.
4. This drawing is more applicable to the following waterways: L-3 Canal, Ford Street Canal, Veronica S. Shoemaker Canal, Manuels Branch, Canal St. Canal, Carrell Rd. Canal, and Winkler Ave. Canal.
NOTES:
CANAL
20' 20'
DEBRIS REMOVAL AREA
VARIABLE TOP WIDTH
VEGETATIVE AND C & D
(CONSTRUCTION &
DEMOLITION) DEBRIS
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DErosion repair area
VARIABLE TOP WIDTH
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DETAIL NO. 4 - BANK EROSION REPAIRS/MINOR RESHAPING
N.T.S.
1. Left and right looking downstream.
NOTES:
CHANNEL
EROSION REPAIR AREA
ERODED CHANNEL BANK
2. This drawing applies to minor bank reshaping applicable to all sites, as needed.
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File details come from the government source that posted it. Updated .