CFM_EWP_-_Set_6-20-25.pdf
PDF 7 MB Posted
- Solicitation number
- RFP 26-060
- Issued by
- Lee County, Fruitville CDP, Florida
About this file
Summary
This is a construction drawings and specifications document for the City of Fort Myers Public Works Department Engineering Division detailing waterway debris and sediment removal under an NRCS Emergency Watershed Protection Grant. The project encompasses debris removal, sediment removal, bank reshaping, and erosion control repairs across multiple waterways and canals within Fort Myers city limits, including the Caloosahatchee River, Billy's 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 includes approximately 20,000 linear feet of debris removal, sediment removal and bank reshaping at specified locations, tree clearing for construction access, underwater vegetative debris removal in Billy's Creek (7,500 feet), and erosion control repairs using articulated concrete block mat systems. The construction drawings indicate a project date of June 16, 2025, with revisions dated July 24, 2025, and are sealed by Richard H. Thompson, P.E., Florida Registration No. 46720.
The contractor is responsible for assuring construction compliance with attached drawings and specifications and must provide NRCS with a minimum of 72 hours advance notice before construction commences. All utility owners must be notified of construction scheduling to locate and mark underground utilities at the site, and construction cannot begin until notification is complete. The document includes detailed construction details and debris removal procedures for streams, channels, and canals, along with specifications for sediment and debris disposal as outlined in accompanying construction specifications and quality assurance plans referenced in the document.
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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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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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CANAL ST. CANAL - 5,322'
200' - SEDIMENT REMOVAL AND BANK RESHAPING
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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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EASTWOOD
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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
VARIABLE TOP WIDTH
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20' 20'
VARIABLE TOP WIDTH
DEBRIS REMOVAL AREA
BEFORE CONSTRUCTION
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
BEFORE CONSTRUCTION
AFTER CONSTRUCTION
CHANNEL
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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