20260817HollinsHSLiftStationAddendumNo01.pdf
PDF 180 KB Posted
- Attached to
- Lift Station Replacement
- Solicitation number
- 26-CD-033
- Issued by
- Pinellas County, Florida
About this file
This is Addendum No. 01 to the Hollins High School Lift Station project issued by Coastal Design Consultants, Inc. on behalf of the Pinellas County School District. The addendum addresses pre-bid questions and provides revised plan sheets for the sanitary lift station replacement project at Dixie Hollins High School in St. Petersburg, Florida. Key revisions include modifications to the Demolition Plan specifying an opaque temporary construction fence with privacy screening, updates to the Site and Grading Plan regarding ribbon curb, brick paver details, and geotextile specifications, revisions to Site Details on sheet C3.0 clarifying sand setting bed depth, compacted aggregate base depth, and geotextile type, and coordination updates to Lift Station Details on sheet C4.0 with electrical systems. The addendum addresses three substantive pre-bid questions: whether complete removal of grease traps to approximately four feet below the surface is required (with the designer recommending complete removal due to proximity of relocated water lines), what pump manufacturer and type should be quoted per the specifications on plan sheet C4.0, and what types of floats, quantities, and preferred brands should be included in bids with reference to plan sheet C4.0 for float quantity specifications.
The addendum does not address pricing, set-asides, funding sources, or insurance requirements, as these matters are governed by the primary ITB #26-CD-033 documents. Bidders are directed to contact Coastal Design Consultants at (727) 849-8010 for additional questions or concerns. The addendum was issued well in advance of the August 31, 2026 bid deadline to allow contractors to incorporate the revised specifications and clarifications into their sealed bids for this approximately $485,000 project with a 60-calendar-day contract period from Notice to Proceed.
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Text version
Coastal Design Consultants, Inc.
7026 Little Road New Port Richey, FL 34654 Phone: (727) 849-8010 • Fax: (727) 849-8020
August 17, 2026
David Wallace
BCER
12450 Roosevelt Blvd. N., Suite 305 St. Petersburg, FL 33716
Reference: Addendum No 01 (Pre-Bid Questions) Hollins High School Lift Station PCS Project Number 245719 Coastal #: 25042
Mr. Wallace, Pursuant to the above-mentioned project, Coastal Design Consultants (Coastal) is pleased to provide Addendum No. 01 in accordance with the procedures set forth in providing documented changes. Enclosed herewith are the following for your consideration:
• One (1) pdf of the plan sheets outlined below:
o C2.0 Demolition Plan – Specified temporary construction fence to have a visual barrier / be opaque / include privacy screen.
o C2.0 Site and Grading Plan – Referred to the Ribbon Curb & Brick Paver detail on sheet C3.0.
o C2.0 Site and Grading Plan – Revised geotextile type callout.
o C3.0 Site Details – Specified depth of sand setting bed, depth of compacted aggregate base, and geotextile type.
o C4.0 Lift Station Details – Revised plans to coordinate with electrical.
• Are grease traps needed to remove to approx. 4' below the surface?
Because of the proximity of the relocated water lines, complete removal of the grease trap is recommended.
• What pump manufacture/type would you want quoted?
Reference plan sheet C4.0 for pump specifications.
• What type of floats, how many, and what brands you prefer for us to have?
Reference plan sheet C4.0 for quantity of floats.
If you have any questions or concerns, please contact office at (727) 849-8010.
Sincerely, Coastal Design Consultants, Inc.
Jana Tripp, E.I.
Project Engineer
File details come from the government source that posted it. Updated .