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 document is a set of engineering drawings for the City of Fort Myers Public Works Department's Emergency Watershed Protection project for Waterways Debris and Sediment Removal. The project involves debris and sediment removal, stream bank erosion control, and reshaping for multiple waterways and canals across Fort Myers, including Billys Creek, Eastwood Golf Course Canal, L-3 Canal, Ford Street Canal, Veronica S. Shoemaker Canal, Manuels Branch, Canal St. Canal, Carrell Rd. Canal, and Winkler Ave. Canal.
The project includes detailed location maps for four different areas, with specific debris removal and erosion control repair sites marked. The drawings provide technical specifications for removing vegetative and construction/demolition debris, with three different detailed removal approaches depending on the specific waterway. Erosion control will involve techniques such as articulated concrete block mat (ACB mat) installations, minor bank reshaping, and sediment removal. The project is dated for implementation in June 2025, with a project number of 1182-2023, and is signed and sealed by a registered professional engineer. The scope involves clearing debris, reshaping banks, and improving watershed protection across multiple locations in the Fort Myers area.
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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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DEBRIS LOCATION MAP
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DEBRIS LOCATION MAP
SEE SHEET 4 OF 10 FOR
DEBRIS LOCATION MAP
AND STREAMBANK EROSION
CONTROL REPAIR SITE LOCATION
SEE SHEET 5 OF 10 FOR
DEBRIS LOCATION MAP
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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
U S-
EDISON MALL
CFM GOLF COURSE
300' - SEDIMENT REMOVAL AND BANK RESHAPING
CARRELL RD. CANAL - 9,327'
Winkler Ave.
Br oa dw ay
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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
Pr in ce to n St
Carrell Rd.
Hill Ave.
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DBANK
RESHAPING
1145'
REMOVAL
1594'
1580'
TREE
CLEARING FOR
CONSTRUCTION
BANK
RESHAPING BANK RESHAPING
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Calo os ah atc he e R ive r
Diana Ave.
BILLYS CREEK
7,500' - U
NDER WATER VEGETATIVE DEBRIS REMOVAL
Palm Beach Blvd.
N un a Av e.
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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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Edison Ave.
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EASTWOOD
GOLF COURSE
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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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OF7 10
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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