CFM_EWP_-_Set_6-20-25.pdf

PDF 7 MB Posted Sep 2, 2026

Attached to: CEI services for Waterway Debris Collection and Removal / NRCS Emergency Watershed Protection Grant
Solicitation number: RSQ 26-096
Issued by: Lee County, Fort Lauderdale City, Florida

About this file

Written by GovTribe AI · Sep 29, 2026

This document is a set of construction drawings and specifications for waterway debris collection and removal services in Fort Myers, Florida, undertaken as part of a USDA Natural Resources Conservation Service (NRCS) Emergency Watershed Protection Grant. The project scope encompasses debris and sediment removal from multiple waterways and canals throughout the city, including the Caloosahatchee River, Billy's Creek, L-3 Canal, Winkler Avenue Canal, Carrell Road Canal, Canal Street Canal, Veronica S. Shoemaker Canal, Manuels Branch, Ford Street Canal, Eastwood Golf Course Canal, and Ballard Farm Canal. Work includes minor clearing for construction, bank reshaping and erosion repair, removal of vegetative and construction/demolition debris, installation of articulated concrete block mats for erosion control, and vegetative restoration. The drawings detail specific locations and quantities across four debris removal location maps, with sediment removal and bank reshaping ranging from 200 to 9,327 linear feet across various sites, and underwater vegetative debris removal totaling 7,500 linear feet in Billy's Creek. The project requires notification to the NRCS a minimum of 72 hours prior to construction and compliance with utility locating procedures (Call 811) at least two business days before any digging activities commence.

The drawings were prepared by Richard H. Thompson, P.E., Florida Registered Professional Engineer (Registration No. 46720), and are dated June 16, 2025, with a revision date of July 24, 2025. The document set includes ten sheets covering location maps, detail drawings, erosion control repair specifications, and streambank erosion repair details and construction notes. The City of Fort Myers Public Works Department Engineering Division is the responsible agency. Construction specifications reference Section 400 (Stream Debris and Sediment Removal) from the City of Fort Myers Technical Specifications, a Quality Assurance Plan, and a City-Wide Debris and Sediment Removal Environmental Evaluation. A separate set of construction drawings and specifications addresses structural repair work between Diane Street and Ballard Road. The cooperator (contractor) is responsible for ensuring all work conforms to the attached drawings and specifications, and utility owners must be notified of construction dates and times to allow for underground utility location and marking prior to work commencement.

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Other files

File	Type	Posted
CEI_services_for_Waterway_Debris_Collection_and_Removal_NRCS_Emergency_Watershed_Protection_Grant_(Addendum_#2_Revision).pdf	PDF	Oct 9, 2026
CEI_services_for_Waterway_Debris_Collection_and_Removal_NRCS_Emergency_Watershed_Protection_Grant.pdf	PDF	Sep 28, 2026
Scope_of_Construction_Services_Project_1182-2023_20260818_DS.pdf	PDF	Sep 10, 2026
CEI_SCOPE_OF_SERVICES__DEBRIS_AND_SEDIMENT_REMOVAL_20260818.pdf	PDF	Sep 10, 2026
Federal_Funding_Compliance_Addendum_(8-17-26).pdf	PDF	Sep 3, 2026
AGREEMENT-PROFESSIONAL_SERVICES_Non_Continuing_Contract_Final.docx	DOCX document	Sep 3, 2026

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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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SEE SHEET 3 OF 10 FOR

DEBRIS LOCATION MAP

SEE SHEET 2 OF 10 FOR

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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M ar sh A ve

SR 82 Blvd.

Th is it em h as b ee n el ec tro ni ca lly s ig ne d an d se al ed b y

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H A au th en tic at io n co de

Pr in te d co pi es o f t hi s do cu m en t a re n ot c on si de re d si gn ed a nd se al ed a nd th e

A au th en tic at io n co de m us t b e ve rif ie d on an y el ec tro ni c co pi es

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Colonial Blvd.

C le ve la nd A ve

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Winkler Ave.

Fowler St.

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Sam Fleishman Regional Sports

PAGE FIELD AIRPORT

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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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EDISON MALL

CFM GOLF COURSE

300' - SEDIMENT REMOVAL AND BANK RESHAPING

CARRELL RD. CANAL - 9,327'

Winkler Ave.

Br oa dw ay

A ve

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Metro Pkwy

CANAL ST. CANAL - 5,322'

200' - SEDIMENT REMOVAL AND BANK RESHAPING

MANUELS BRANCH - 4,319SEDIMENT

HospitalFort Myers High School

Pr in ce to n St

Carrell Rd.

Hill Ave.

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Memorial Lee

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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.

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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.

NOTE:

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300' - EROSION CONTROL - REPAIR

ARTICULATED CONCRETE BLOCK MAT (ACB MAT)

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Edison Ave.

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Canal St.

Colonial Blvd.

Hanson St.

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EASTWOOD

GOLF COURSE

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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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SEDIMENT

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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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File details come from the government source that posted it. Updated Sep 29, 2026.