Plans_-_Sedimentation_Basin_No._2_Rehab_260626.pdf
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- Solicitation number
- 26-039NT
- Issued by
- Manatee County, Florida
About this file
This document comprises construction drawings for the Sedimentation Basin and Flocculator No. 2 Rehabilitation project prepared by the City of Bradenton Public Works and Utilities Department for the Bradenton Water Treatment Plant located at 5600 Natalie Way East, Bradenton, Florida 34203. The project, identified as number 40859000-563000-26511, includes four primary scope items: removal of existing interior and exterior coatings through abrasive blasting and surface preparation; repair of concrete basin sidewall cracks using epoxy injection; installation of Cured-In-Place Pipe (CIPP) lining in three metal basin and flocculator drain pipes; and modification and re-coating of two existing sedimentation basin mixer systems. The construction drawings, digitally signed and sealed by Professional Engineer Kristofer S. Eccles (Florida PE License No. 99424) on June 26, 2026, include detailed site plans, foundation plans, section views, and drain details depicting the existing structures, proposed modifications, and specific dimensions for rehabilitation work on Sedimentation Basin No. 2 and its associated flocculator system.
The construction drawings specify technical requirements for surface preparation, structural epoxy injection for crack repair, NSF-approved coating applications for interior and exterior concrete and metal surfaces, and CIPP installation with testing and inspection protocols. The project involves coordination with existing equipment and systems that are to remain in place, including existing drive units, mixer units, and rapid mixer components. Utility location notification is required per 811 or www.sunshine811.com standards two full business days prior to excavation work. The drawings provide comprehensive specifications including elevations, dimensions, material callouts, and construction details necessary for contractors to bid and execute the rehabilitation work in accordance with referenced specifications including Specification 09960 for High Performance Coatings and Specification 03930 for Concrete Rehabilitation.
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2025 M icrosoft Corporation © 2025 M axar © CNES (2025) Distribution Airbus DS ©
2025 TM
AP M
O BILITY Earthstar Geographics SIO
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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AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300
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SIBE
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MONTH, YEAR
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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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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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CHECKED
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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
EXISTING DRIVE UNIT 2B
(TO REMAIN)
CONCRETE FOOTING
29'-0"
'-8
28'-0"
WATER LINE
FLOCCULATOR No. 2
SECTION
SEDIMENTATION BASIN No. 2
SECTION
10'-0"
EXISTING DRIVE UNIT 2A
(TO REMAIN)
INSTALL FLANGE
INSTALL FLANGE
INSTALL STAINLESS
STEEL RAKE SHAFT
INSTALL FLANGE
INSTALL FLANGE
INSTALL 6"
STEEL RAKE SHAFT
EXISTING GROUT
EXISTING MIXER
UNITS 2A/2B
(TO REMAIN)
4" SLUDGE LINE RAKE ARM
RAPID MIXER 2
(TO REMAIN)
12'-6"±
Scope of Work:
Note 1:
Item 4. 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.
EXISTING MIXER
UNITS 2A/2B
(TO REMAIN)
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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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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FL
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LAUNDER
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SQUEEGEE
S.S. SWAY CABLES
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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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SIBE
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)
EXISTING FLOCCULATOR
No. 2 MIXER 2A
(TO REMAIN)
EXISTING FLOCCULATOR
No. 2 MIXER 2D
(TO REMAIN)
EXISTING FLOCCULATOR
No. 2 MIXER 2B
(TO REMAIN)
EXISTING FLOCCULATOR
No. 2 MIXER 2C
(TO REMAIN)
EXISTING RAPID MIXER No. 2
(TO REMAIN)
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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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
AutoCAD SHX Text K.S.E.
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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 .