DWGs_-_Lime_Silo_Refurbishment_-_IFB.pdf
PDF 4 MB Posted
- Attached to
- Lime Silo Refurbishment
- Solicitation number
- ITB 26-26
- Issued by
- Polk County, Florida
About this file
This is a set of engineering drawings and general notes for an Invitation for Bid (IFB) issued by the City of Bartow for the refurbishment of the Lime Silo at the Water Treatment Plant located at 2500 Highway 17N, Bartow, Florida 33830. The project, numbered 200-08312-26002, was issued for bid in May 2026 by Tetra Tech (Engineering Business No. 2429) on behalf of the City. The scope of work includes cleaning areas of coating failure on the exterior silo, silo supports, and the exterior and interior of the skirt with repair and recoating; patching holes above doorways and recoating; replacing approximately 320 feet of 1/8-inch thick, 3-inch wide flat bar within the interior circumference of the tank; replacing in-kind curved sections of filled pipe; sealing welds or re-caulking the underside of stiffening rings; cleaning and recoating silo cones; and recoating all supporting beams. The contractor must obtain all required permits prior to construction, schedule a preconstruction meeting with the City, and provide 48 hours' notice before beginning work and before each inspection phase. The project plans include a site key plan, elevation views, and lower and upper plan sheets, with callouts based on an inspection report prepared by AMSPEC dated September 18, 2020.
The contractor is solely responsible for means, methods, sequencing, safe execution, and compliance with the original design parameters and all contract requirements. The contractor must perform field measurements to verify existing conditions prior to fabrication or installation and report any discrepancies in writing before proceeding. All labor, materials, and construction methods must comply with minimum engineering and construction standards adopted by the City of Bartow, and shop drawings of all materials must be submitted for City approval. The contractor must provide material certifications, manufacturer data, and statements confirming that replacement materials match original design properties. Additionally, the contractor is responsible for managing temporary shoring and support if required, conducting quality control inspections, providing an as-built report with photographs and certifications, and managing all site debris removal and disposal in compliance with local and state environmental regulations. The contractor must also establish spill prevention and cleanup procedures, maintain dust control measures, provide temporary barricading and protection, and restore all damaged adjacent areas to their original condition.
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www.tetratech.com
CLIENT INFORMATION:PROJECT LOCATION:
PROJECT DESCRIPTION / NOTES:
Tt PROJECT No.: CLIENT PROJECT No.:
ISSUED:
CITY OF BARTOW
WATER TREATMENT PLANT
LIME SILO REFURBISHMENT
2500 HWY. 17N
BARTOW, FL 33830
200-08312-26002
450 N. WILSON AVE.
BARTOW, FL 33830
201 EAST PINE STREET, SUITE 1000
ORLANDO, FLORIDA 32801
TEL: (407) 839-3955 FAX: (407) 839-3790
LIME SILO REFURBISHMENT
ISSUED FOR BID - MAY 2026
VICINITY MAP:
ENGINEERING BUSINESS NO. 2429
PROJECT
LOCATION
ERNEST SMITH
BLVD
OLD BARTOW
EAGLE LAKE RD
Sheet List Table Sheet
Number Sheet Title
G-000 COVER
G-002 GENERAL NOTES
C-101 SITE KEY PLAN
C-102 LIME FEED FACILITY ELEVATION
C-103 LIME FEED FACILITY LOWER PLANS
C-104 LIME FEED FACILITY UPPER PLANS
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GENERAL NOTES
1. PRIOR TO THE BID PREPARATION, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS TO DETERMINE AND UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF SITE AND MATERIALS TO BE DISPOSED OF OFF SITE, ALL OF WHICH WILL AFFECT THE BID PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE INCURRED DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE CONTRACTOR MAY HAVE TO BRING IN MATERIALS AT NO EXTRA COST
FROM OFF SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT AS LISTED BELOW AND FIELD-VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES AT LEAST 72 HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR DAMAGE CAUSED BY CONSTRUCTION.
CITY OF BARTOW
UTILITY DEPARTMENT
450 NORTH WILSON AVENUE
BARTOW, FLORIDA 33830
(863) 534-0147
ATTENTION: MR. TONY MARTINEZ, WATER PLANT MANAGER
3. ALL ASPHALT/CONCRETE DAMAGE SHALL BE RESTORED WITHIN 24 HRS WITH AN ALL-WEATHER ASPHALTIC PATCH TO PERMIT
TEMPORARY PROPERTY ACCESS UNTIL FINAL RESTORATION IS COMPLETED.
4. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY CITY OF BARTOW, THE PLANS AND CONSTRUCTION SPECIFICATIONS.
WHERE CONFLICTS OR OMISSIONS EXIST, THE CITY OF BARTOW STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE CITY.
5. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
6. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS ON ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING TO BE HELD AND ATTENDEES (AT A MINIMUM) SHALL
INCLUDE THE CITY OF BARTOW AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.
8. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE CITY A
MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING OR INSPECTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION. ANY ON-SITE OR OFFSITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL
CONDITION OR BETTER.
SPILL CONTROL NOTES
1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED BY THE CONTRACTOR FOR SPILL PREVENTION AND CLEANUP:
A. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.
B. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
C. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT
AGENCY, REGARDLESS OF SIZE.
D. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
E. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND
CLEANUP COORDINATOR.
NOTES
1. THE ENGINEER OF RECORD IS NOT PROVIDING DESIGN SERVICES FOR THIS REPAIR PROJECT. THE ENGINEER'S ROLE FOR THIS SOLICITATION IS LIMITED TO PREPARING PROCUREMENT DOCUMENTS AND PROVIDING CLARIFICATION ON THE ORIGINAL AS-BUILT DESIGN INTENT ONLY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, MEANS OF TEMPORARY SUPPORT, SEQUENCING, SAFE EXECUTION, AND FOR PERFORMING ALL WORK IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN PARAMETERS AND THE REQUIREMENTS OF THIS CONTRACT. ANY DEVIATION FROM THE ORIGINAL DESIGN PARAMETERS OR ANY CONDITIONS DISCOVERED IN THE FIELD THAT AFFECT STRUCTURAL PERFORMANCE SHALL BE IMMEDIATELY REPORTED TO THE OWNER AND THE OWNER'S DESIGNATED REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN, AT ITS OWN EXPENSE, ANY DESIGN OR ENGINEERING SERVICES REQUIRED TO EXECUTE THE WORK SAFELY AND IN COMPLIANCE WITH APPLICABLE CODES IF THE CONTRACTOR DEEMS THEM NECESSARY, OR IF DIRECTED BY THE OWNER OR THE AUTHORITY HAVING
JURISDICTION.
2. CONTRACTOR RESPONSIBILITIES:
A. ELEVATIONS AND DIMENSIONS SHOWN ON THESE DRAWINGS MAY NOT CONFORM THE THE EXACT ELEVATIONS AND DIMENSIONS OF THE EXISTING EQUIPMENT. CONTRACTOR SHALL PERFORM ALL NECESSARY FIELD MEASUREMENTS TO VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND CONTRACT DRAWINGS MUST BE REPORTED IN WRITING BEFORE FABRICATION OR INSTALLATION.
B. THE QUANTITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. ACTUAL QUANTITIES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN ACCURATE MEASUREMENT RECORDS AND SUBMIT THEM TO THE ENGINEER. PAYMENT WILL BE MADE AT THE UNIT PRICES IN THE BID TABULATION FOR THE ACTUAL MEASURED AND ACCEPTED
QUANTITIES.
C. PROVIDE SHOP DRAWINGS AND CONNECTION DETAILS THAT REPLICATE THE ORIGINAL DESIGN. SHOP DRAWINGS SHALL INCLUDE MEMBER SIZES, MATERIAL SPECIFICATIONS, WELD/BOLT DETAILS, AND COATING SPECIFICATIONS.
D. PROVIDE MATERIAL CERTIFICATION (MILL TEST REPORTS, STEEL HEAT/GRADE CERTIFICATES, OR LUMBER GRADE STAMPS)
AND MANUFACTURER DATA FOR ALL REPLACEMENT COMPONENTS.
E. PROVIDE MANUFACTURER/ FABRICATOR STATEMENTS THAT REPLACEMENT MATERIALS MATCH THE ORIGINAL DESIGN
PROPERTIES (SECTION MODULUS, MOMENT OF INERTIA, YIELD STRENGTH, ETC.).
F. PROVIDE A TEMPORARY SHORING/SEQUENCE PLAN FOR REMOVAL AND INSTALLATION OF STRUCTURAL MEMBERS, INCLUDING CALCULATIONS AND DESIGN OF TEMPORARY SUPPORTS, PREPARED AND STAMPED BY A FLORIDA-LICENSED PROFESSIONAL ENGINEER IF THE OWNER OR AUTHORITY HAVING JURISDICTION REQUIRES ENGINEERED SHORING. WHERE TEMPORARY SHORING AFFECTS PRIMARY STRUCTURAL STABILITY, SEALED CALCULATIONS AND DRAWINGS ARE REQUIRED.
G. PERFORM AND DOCUMENT REQUIRED QUALITY CONTROL: DIMENSION CHECKS ON DELIVERED MEMBERS, WELD/BOLTED CONNECTION INSPECTION, NONDESTRUCTIVE TESTING WHERE SPECIFIED, AND VERIFICATION PHOTOGRAPHS AT KEY
MILESTONES.
H. PERFORM FINAL AS-INSTALLED MEASUREMENTS AND SUBMIT AN AS-BUILT REPORT WITH PHOTOS, MILL CERTS AND
INSPECTOR SIGN-OFFS.
REPAIR
1. COORDINATE DEMOLITION WORK WITH INSPECTION REPORT.
2. ALL HAZARDOUS MATERIALS WILL BE ADDRESSED BY GOVERNMENT REGULATIONS. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING REPAIR OPERATIONS THE CONTRACTOR SHALL NOTIFY THE OWNER AS WELL AS LOCAL, STATE AND
FEDERAL AUTHORITIES IF REQUIRED BY LAW.
3. CONTRACTOR IS RESPONSIBLE TO REMOVE SITE DEBRIS, TRASH, AND OTHER DISCARDED MATERIALS AND/OR EQUIPMENT RESULTING FROM REPAIR OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OFF SITE. ALL REPAIRS SHALL BE DISPOSED OF IN A MANNER ACCEPTABLE TO LOCAL AND STATE REGULATORY AGENCIES OR AS DIRECTED BY OWNER.
4. SURFACES ADJACENT TO AREAS OF REPAIR WHICH ARE AFFECTED BY THE WORK SHALL BE REPAIRED AND FINISHED TO MATCH EXISTING CONDITIONS AND ADJACENT SURFACES (MATERIAL, COLOR, SLOPE, TEXTURE AND APPEARANCE).
5. CONTRACTOR SHALL PROVIDE TEMPORARY MEANS TO MITIGATE DUST AND DEBRIS FROM TRAVELING OFF-SITE. USE WATER MIST, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT SPREAD OF DUST AND DIRT. COMPLY WITH
ENVIRONMENTAL PROTECTION REGULATIONS.
6. CONDUCT DEMOLITION AND DEBRIS REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKWAYS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT ROADS, WALKWAYS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.
7. REPAIR CONTRACTOR IS TO USE CARE WHEN REMOVING STRUCTURAL ELEMENTS SCHEDULED FOR REMOVAL OR REPAIR THAT ARE ADJACENT OR ABOVE EXISTING STRUCTURES THAT ARE SCHEDULED TO REMAIN. CONTRACTOR IS TO TAKE ALL
NECESSARY PRECAUTIONS TO PROTECT REMAINING STRUCTURES FROM DAMAGE.
8. PROVIDE AND MAINTAIN SHORING BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF ITEMS TO BE SELECTIVELY REPAIRED OR STABILIZED AND ITEMS WHICH ARE IMMEDIATELY
ADJACENT TO THOSE BEING REMOVED.
9. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES. ERECT TEMPORARY PROTECTION SUCH AS FENCES, RAILINGS, CANOPIES, AND COVERED
PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION.
10. PROMPTLY PATCH AND REPAIR DAMAGE CAUSED TO ADJACENT CONSTRUCTION BY REPAIR WORK. RESTORE EXPOSED FINISHES OF PATCHED AREAS IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING.
11. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY REPAIR OPERATIONS. RETURN
ADJACENT AREAS TO EXISTING CONDITION BEFORE REPAIR OPERATIONS BEGAN.
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
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1'' = 300'
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REPLACE IN
KIND CURVED
SECTION OF
FILLED PIPE
CLEAN AREAS OF
COATING
FAILURE, REPAIR,
AND RECOAT
SEAL WELD OR
RE-CAULK
UNDERSIDE OF
STIFFENING RING
CLEAN AREAS OF COATING
FAILURE, REPAIR, AND
RECOAT ON EXTERIOR OF
SILO, SILO SUPPORTS, AND
THE EXTERIOR AND
INTERIOR OF THE SKIRT
SEAL WELD OR
RE-CAULK UNDERSIDE
OF STIFFENING RING
REPLACE IN
KIND CURVED
SECTION OF
FILLED PIPE
REPLACE IN
KIND DAMAGED
EQUIPMENT
ENCLOSURE
CLEAN AREAS OF
COATING FAILURE,
REPAIR, AND RECOAT
REPLACE APPROXIMATELY
320-FEET OF 1/8" THICK, 3-INCH
WIDE FLAT BAR WITHIN INTERIOR
CIRCUMFERENCE OF TANK
CLEAN AREAS OF
COATING FAILURE ON
SILO CONES, REPAIR
AND RECOAT
CLEAN AREAS OF COATING
FAILURE AND RECOAT,
TYPICAL ALL SUPPORTING
BEAMS
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NOTES:
1. CALLOUTS ON THIS SET ARE BASED ON THE
INSPECTION REPORT PREPARED BY AMSPEC AND
DATED SEPTEMBER 18, 2020. CONTRACTOR TO
COORDINATE ALL WORK WITH ORIGINAL REPORT.
2. IF EXISTING CONDITIONS ARE NOT IN ALIGNMENT
WITH INSPECTION REPORT, CONTRACTOR SHALL
IMMEDIATELLY INFORM PLANT OWNER AND
COORDINATE ACCORDINGLY.
CLEAN AREAS OF COATING
FAILURE, REPAIR, AND RECOAT
ON EXTERIOR OF SILO, SILO
SUPPORTS, AND THE EXTERIOR
AND INTERIOR OF THE SKIRT
PATCH HOLES
ABOVE DOORWAY
AND RECOAT
PATCH HOLES
ABOVE DOORWAY
AND RECOAT
DENOTE FILL PIPE
AND CALLOUT
REPAIRS/RECOATING
CLEAN AREAS OF COATING
FAILURE, REPAIR, AND RECOAT
ON EXTERIOR OF SILO, SILO
SUPPORTS, AND THE EXTERIOR
AND INTERIOR OF THE SKIRT
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NOTES:
1. CALLOUTS ON THIS SET ARE BASED ON THE
INSPECTION REPORT PREPARED BY AMSPEC AND
DATED SEPTEMBER 18, 2020. CONTRACTOR TO
COORDINATE ALL WORK WITH ORIGINAL REPORT.
2. IF EXISTING CONDITIONS ARE NOT IN ALIGNMENT
WITH INSPECTION REPORT, CONTRACTOR SHALL
REPLACE IN KIND
DAMAGED EQUIPMENT
ENCLOSURE
CLEAN AREAS OF
COATING FAILURE,
REPAIR, AND RECOAT
ON RIM ANGLE AND
ROOF
PATCH HOLES ABOVE
DOORWAY AND
RECOAT
REPLACE IN KIND
CURVED SECTION
OF FILLED PIPE
PATCH HOLES ABOVE
DOORWAY AND RECOAT
CLEAN AREAS OF COATING
FAILURE ON FILL PIPE.
REPAIR AND RECOAT
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NOTES:
1. CALLOUTS ON THIS SET ARE BASED ON THE
INSPECTION REPORT PREPARED BY AMSPEC AND
DATED SEPTEMBER 18, 2020. CONTRACTOR TO
COORDINATE ALL WORK WITH ORIGINAL REPORT.
2. IF EXISTING CONDITIONS ARE NOT IN ALIGNMENT
WITH INSPECTION REPORT, CONTRACTOR SHALL
| Sheets and Views |
| G-000 COVER |
| G-002 GENERAL NOTES |
| C-101 SITE KEY PLAN |
| C-102 LIME FEED FACILITY ELEVATION |
| C-103 LIME FEED FACILITY LOWER PLANS |
| C-104 LIME FEED FACILITY UPPER PLANS |
File details come from the government source that posted it. Updated .