Plans.pdf
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- Solicitation number
- 26-027NT
- Issued by
- Manatee County, Florida
About this file
Summary of Construction Drawings for Sedimentation Basin and Flocculator No. 2 Rehabilitation
This file consists of construction drawings prepared by the City of Bradenton Public Works and Utilities Department for the FY 2026 Sedimentation Basin No. 2 Rehabilitation project at the Bradenton Water Treatment Plant (5600 Natalie Way East, Bradenton, FL 34203). The project, identified as Project Number 40859000-563000-26511 and prepared by Professional Engineer Kristofer S. Eccles (PE License No. 99424), encompasses comprehensive rehabilitation of the sedimentation basin and flocculator infrastructure. The scope of work includes removal and reapplication of interior and exterior coatings through abrasive blasting in accordance with Specification 09960 (High Performance Coatings); epoxy injection repair of concrete sidewall cracking per Specification 03930 (Concrete Rehabilitation - Epoxy-Injected Crack Repair); cured-in-place pipe (CIPP) lining of three metal basin and flocculator drain pipes; removal, disassembly, modification, and reinstallation of two sedimentation basin mixer systems with new WesTech gearbox assemblies and steel flanged rake shafts; and removal and replacement of five flocculator mixers with new Anco mixers featuring 316 stainless steel paddles. The drawings include site plans, location maps, foundation plans, sectional details, and specifications detailing inlet baffle walls, drain configurations, mixer assemblies, flocculator components, and concrete encasement requirements.
The construction drawings contain six primary sheets (C-1 through C-6) with detailed design specifications, elevations, and scope notes documenting the contractor's required labor, materials, equipment, and services. The documents note that utilities must be located and marked through Sunshine 811 (www.sunshine811.com) at least two full business days before digging operations commence, and all work must comply with referenced specifications for high-performance coatings and concrete rehabilitation techniques. The drawings were digitally signed and sealed by the Professional Engineer on January 21, 2026, and establish the technical requirements and design parameters that form the basis for the associated construction contract solicitation.
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2025 M icrosoft Corporation © 2025 M axar © CNES (2025) Distribution Airbus DS ©
2025 TM
AP M
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CONSTRUCTION DRAWINGS
MANATEE
COUNTY
p
BRADENTON
o o
CITY OF BRADENTON
PREPARED BY:
PUBLIC WORKS and UTILITIES DEPARTMENT
JANUARY, 2026
PROJECT NUMBER: 40859000-563000-26511
LOCATION MAP
SITE VICINITY MAP
FY 2026 SEDIMENTION BASIN No. 2
REHABILITATION
CITY OF BRADENTON
WATER TREATMENT PLANT
PROJECT AREA
5600 NATALIE WAY EAST
BRADENTON, FL 34203
BID DOCUMENTS
KRISTOFER S. ECCLES. P.E.
P.E. NO.: 99424
CITY OF BRADENTON
888 13TH AVENUE EAST
BRADENTON, FL 34208
(941) 708-6300
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No 99424
STATE OF
ENGINEER OF RECORD:
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON THE
DATE ADJACENT TO THE SEAL.
SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
S.R. 70
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MANATEE
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MYAKKA
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO
SITE PLAN
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Check positive response codes before you dig!
CITY OF BRADENTON
PUBLIC WORKS DEPARTMENT
2026 Sedimentation Basin No. 2 Rehabilitation
SEDIMENTATION AND FLOCCULATOR No. 2
SEDIMENTATION AND FLOCCULATOR No. 1
SEDIMENTATION AND FLOCCULATOR No. 4
SEDIMENTATION AND FLOCCULATOR No. 3 N.I.C.N.I.C.
N.I.C.
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON
THE DATE ADJACENT TO THE
SEAL.
SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
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KRISTOFER S. ECCLES, P.E.
AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
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MONTH, YEAR
AutoCAD SHX Text 40859000-563000-26511
P.E. NO.: 99424
40'-0"40'-0" 12"
5'-0" 1'-4"
1'-6" 20'-0"
91'-8"
'-0
20'-0" RADIUS
1:12 SL
OPE20'-0" RADIUS
1:12 SL
OPE
'-8
2'-0"
SQ.
91'-8"
1'-6" 9'-0"11'-0"20'-0"20'-0"20'-0"
12" 5'-0"
1'-4"
1'-6"
1'-4"
2'-6"
DIA.
3'-0"
DIA.
12"
DIA.2'
-4
1' -6
SECTION
TYPICAL FOUNDATION PLAN (4 REQ'D)
GROUT THICKNESS
VARIES IN THIS AREA
INLET BAFFLE WALL
'-0
'-0
1' -6
1'
-4
1' -6
" 1' -4
1'-6"
1'-4"
CONCRETE ENCASEMENT
UNDER STRUCTURE
(PIPE ROTATED FOR CLARITY)
ELEVATION 19.61
℄ ELEVATION 21.21
EXISTING GRADE℄= 20.72
SLOPE TO ℄ 21.21
@ PUMP
ROTATED FOR CLARITY
'-0
6" METAL PIPE TO
BE CIPP LINED
(SEE NOTE 1)
6" METAL PIPE TO
BE CIPP LINED
(SEE NOTE 1)
40'-0"
Scope of Work:
Note 1:
Item 3c. Sedimentation Basin / Flocculator Rehabilitation – CIPP Drain Lining - The Contractor shall furnish all labor, materials, equipment, and services necessary to install a Cured-In-Place Pipe (CIPP) lining in the three (3) metal basin / flocculator drains, including but not limited to the following:
Excavate flocculator drain valve for removal and pipe access.
Cleaning and preparation of existing metal drain pipes to remove debris, corrosion, scale, and other obstructions that could interfere with CIPP installation.
Inspection of pipe conditions and identification of pipe defects requiring repair prior to lining.
Installation of a flexible resin-saturated liner designed for CIPP application, sized to match the existing pipe diameter.
Testing and inspection of the lined pipe, including visual inspection, tightness, and verification of structural integrity.
Protection of adjacent structures and surfaces during installation, and proper disposal of debris and waste generated during cleaning and installation.
SEDIMENTATION FOUNDATION
PLANF
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Check positive response codes before you dig!
CITY OF BRADENTON
PUBLIC WORKS DEPARTMENT
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON
THE DATE ADJACENT TO THE
SEAL.
SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
2026 Sedimentation Basin No. 2 Rehabilitation
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DESIGNED
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KRISTOFER S. ECCLES, P.E.
AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
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P.E. NO.: 99424
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SIBE
9'-0"11'-0"20'-0"20'-0"20'-0" 12"
5'-0" 1'-4"
1'-6" 1'-4"
2'-6"
DIA.
3'-0"
DIA.
12"
DIA.2'
-4
1' -6
36"
18"
WATER LINE
S.S. SWAY CABLES
S.S. SWAY CABLESLAUNDER
4" Ø SCH.80
ALUM. PIPE
S.S. SWAY CABLES
FLIGHTS
SQUEEGE
CONCENTRATOR
DRIVE UNIT 2B
(SEE NOTE 2)
CONCRETE FOOTING
29'-0"
'-8
28'-0"
WATER LINE
FLOCCULATOR No. 2
SECTION
SEDIMENTATION BASIN No. 2
SECTION
10'-0"
DRIVE UNIT 2A
(SEE NOTE 2)
INSTALL FLANGE
INSTALL FLANGE
INSTALL STAINLESS
STEEL RAKE SHAFT
INSTALL FLANGE
INSTALL FLANGE
INSTALL 6"
STEEL RAKE SHAFT
EXISTING GROUT
MIXER UNITS 2A/2B
(SEE NOTE 1)
MIXER UNITS 2C/2D
(SEE NOTE 1)
4" SLUDGE LINE RAKE ARM
RAPID MIXER 2
12'-6"±
Note 2:
Item 4a. Sedimentation Mixers – Removal and Disassembly - The Contractor shall furnish all labor, materials, equipment, and services necessary to remove and disassemble and the two (2) existing sedimentation basin mixer systems, including but not limited to:
Removal of the existing mixer gearbox and rake arm assemblies from the basin.
Protection of coated and mechanical components during handling and installation, and disposal of removed materials not designated for reuse.
Item 4b. Sedimentation Mixers – Modification and Coating - The Contractor shall furnish all labor, materials, equipment, and services necessary to modify and re-coat two (2) existing sedimentation basin mixer systems as outlined in Specification 09960 – High Performance Coatings, including but not limited to:
Separation of the two bottom rake arm assemblies from the existing shafts.
Installation of steel flanges to the existing rake arms Furnish and install a new steel flanged rake shafts, including all required fasteners and accessories.
Surface preparation and NSF-approved coating of the rake arm assemblies, including abrasive blasting of the bottom rake arm component, in accordance with Specification 09960 – High Performance Coatings.
Item 4c. Sedimentation Mixers – Reinstallation - The Contractor shall furnish all labor, materials, equipment, and services necessary to re-install the two (2) sedimentation basin mixer systems, including but not limited to:
Furnish and install new WesTech gearbox / gear drive assemblies, compatible with the existing mixer system.
Reassembly of the rake arm assembly and associated components following completion of modifications and coating.
Reinstallation of the mixer assembly, including alignment, connection to existing supports, and electrical connections.
Testing, adjustment, and commissioning of the mixer system to verify proper operation.
Protection of coated and mechanical components during handling and installation, and disposal of removed materials not designated for reuse.
Scope of Work:
Note 1:
Item 5. Flocculation Mixers – Replacement - The Contractor shall furnish all labor, materials, equipment, and services necessary to remove and replace the five (5) existing flocculator mixers, including but not limited to:
Removal of the existing mixer geardrives mixer assemblies from the flocculator.
Furnish five (5) new Anco mixers with 316 Stainless paddles, compatible with the existing mixer system.
Reinstallation of the mixers, including alignment, connection to existing supports, and electrical connections.
Testing, adjustment, and commissioning of the mixers to verify proper operation.
Protection of coated and mechanical components during handling and installation, and disposal of removed materials not designated for reuse
SEDIMENTATION SECTION PLAN
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Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.
Check positive response codes before you dig!
CITY OF BRADENTON
PUBLIC WORKS DEPARTMENT
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON
THE DATE ADJACENT TO THE
SEAL.
SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
2026 Sedimentation Basin No. 2 Rehabilitation
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BY
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AutoCAD SHX Text 40859000-563000-26511
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CHECKED
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DRAWN
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DESIGNED
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KRISTOFER S. ECCLES, P.E.
AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
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P.E. NO.: 99424
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SIBE
FL
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LAUNDER
LAUNDER SUPPORT
SQUEEGEE
S.S. SWAY CABLES
S.S. SWAY CABLES
S.S. SWAY CABLES
50'-0"
R O T A T I O N
R O T A T I O N
SQUEEGEE
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Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.
Check positive response codes before you dig!
CITY OF BRADENTON
PUBLIC WORKS DEPARTMENT
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON
THE DATE ADJACENT TO THE
SEAL.
SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
2026 Sedimentation Basin No. 2 Rehabilitation
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KRISTOFER S. ECCLES, P.E.
AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
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P.E. NO.: 99424
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40859000-563000-26511
FLOCCULATOR No. 2
10'-0"
SEDIMENTATION BASIN No. 236
'-0
80'-0" 12"
5'-0"
'-0
28'-0"
28'-0"
12'-6"24'-0"28'-0"45'-0"49'-6"56'-0"63'-6"
'-0
'-0
'-6
9'-2" 15'-0" 26'-0" 31'-8" 38'-10" 45'-2" 52'-2" 56'-2" 64'-0" 71'-10"
'-0
APPROXIMATE LOCATION OF
CRACKS ON OUTSIDE OF TANK
(TYPICAL)
FLOCCULATOR No. 2 MIXER 2A
FLOCCULATOR No. 2 MIXER 2D
FLOCCULATOR No. 2 MIXER 2B
FLOCCULATOR No. 2 MIXER 2C
RAPID MIXER No. 2
1 1
LINE 4" DRAIN PIPE
Scope of Work:
Note 1:
Item 3a. Sedimentation Basin / Flocculator Rehabilitation – Coating Removal - The Contractor shall furnish all labor, materials, equipment, and services necessary to prepare the existing structure as outlined in Specification 09960 – High Performance Coatings, including but not limited to:
Removal of existing interior coatings and contaminants through abrasive blasting.
Removal of loose or failing exterior coatings Surface preparation of exterior piping, including both metal and PVC piping Protection of adjacent surfaces and proper disposal of waste materials generated during repair operations.
Item 3d. Sedimentation Basin / Flocculator Rehabilitation – Interior Coating - The Contractor shall furnish all labor, materials, equipment, and services necessary to re-coat the basin as outlined in Specification 09960 – High Performance Coatings, including but not limited to:
Application of a NSF-approved coatings to prepared interior concrete sidewalls.
Verification of surface preparation prior to coating application Performance of quality control activities, including wet film thickness measurements.
Protection of adjacent surfaces during coating operations and final cleaning, touch-up, and restoration of coated surfaces to a uniform, continuous, and defect-free condition.
Note 2:
Item 3e. Sedimentation Basin / Flocculator Rehabilitation – Exterior Coating - The Contractor shall furnish all labor, materials, equipment, and services necessary to re-coat the basin as outlined in Specification 09960 – High Performance Coatings, including but not limited to:
Application of coatings to prepared exterior concrete, steel, and piping surfaces, including both metal and PVC.
Exterior coating colors shall match the existing color of adjacent surfaces. Color matching shall be verified and approved prior to application.
Verification of surface preparation prior to coating application
Note 3:
Item 3b. Sedimentation Basin / Flocculator Rehabilitation – Sidewall Crack Repair - The Contractor shall furnish all labor, materials, equipment, and services necessary to repair concrete basin sidewall cracking by epoxy injection as outlined in Specification 03930 – Concrete Rehabilitation – Epoxy-Injected Crack Repair, including but not limited to:
Evaluation, cleaning, and preparation of cracks designated for repair, including removal of contaminants, coatings, and debris.
Injection of an approved, low-viscosity, moisture-tolerant structural epoxy suitable for the crack width and service conditions, injected under controlled pressure to ensure full penetration through the depth of the crack.
Removal of surface seals and injection ports after epoxy curing, and preparation of repaired areas to receive subsequent coatings in accordance with Specification 09960 – High Performance Coatings.
Protection of adjacent surfaces and proper disposal of waste materials generated during repair operations.
Performance of quality control activities, including wet film thickness measurements.
Protection of adjacent surfaces during coating operations and final cleaning, touch-up, and restoration of coated surfaces to a uniform, continuous, and defect-free condition.
SITE PLAN
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Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.
Check positive response codes before you dig!
CITY OF BRADENTON
PUBLIC WORKS DEPARTMENT
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON
THE DATE ADJACENT TO THE
SEAL.
SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
2026 Sedimentation Basin No. 2 Rehabilitation
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AutoCAD SHX Text 1"=10'
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DWG. NO.
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AutoCAD SHX Text C-5
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REVISIONS
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BY
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CHECKED
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DRAWN
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DESIGNED
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KRISTOFER S. ECCLES, P.E.
AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
AutoCAD SHX Text
P.E. NO.: 99424
AutoCAD SHX Text K.S.E.
AutoCAD SHX Text K.S.E.
AutoCAD SHX Text
SIBE
31'-0"
'-8
29'-0"
'-8
4'-0"
4" SLUDGE LINE
29'-0"
'-8
28'-0"
WATER LINE
2'-6"2'-6"
2' -0
2' -0
2'-6"
2' -0
WATER LINE
4' WALKWAY 4' WALKWAY
FLOCCULATOR 2 SECTION - 1
FLOCCULATOR 2 SECTION - 2
FLOCCULATOR 2 SECTION - 3
8"
6" ℄ ELEVATION 23.48
ELEVATION 26.32
FLOCCULATOR DRAIN
DETAIL
SEDIMENTATION BASIN
DRAIN DETAIL
CONCRETE ENCASEMENT
UNDER STRUCTURE
(TYPICAL)
℄= 20.72
SLOPE TO ℄ 21.21
@ PUMP
12'±
EXCAVATE AND REMOVE
EXISTING VALVE FOR CIPP
LINING OF 4" PIPE.
REPLACE VALVE WHEN
LINING IS COMPLETE
PORTION OF PIPE
TO BE CIPP LINED
FLOCCULATOR SECTION PLAN
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Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.
Check positive response codes before you dig!
CITY OF BRADENTON
PUBLIC WORKS DEPARTMENT
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
KRISTOFER S. ECCLES, PE ON
THE DATE ADJACENT TO THE
SEAL.
SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
2026 Sedimentation Basin No. 2 Rehabilitation
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KRISTOFER S. ECCLES, P.E.
AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
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P.E. NO.: 99424
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SIBE
| Sheets and Views |
| Sediment Basin Rehab-G-1 COVER |
| Sediment Basin Rehab-C-1 |
| Sediment Basin Rehab-C-2 |
| Sediment Basin Rehab-C-3 |
| Sediment Basin Rehab-C-4 |
| Sediment Basin Rehab-C-5 |
| Sediment Basin Rehab-C-6 |
File details come from the government source that posted it. Updated .