25042C2.0DemolitionUtilityPlanAddendumNo01.pdf
PDF 3 MB Posted
- Attached to
- Lift Station Replacement
- Solicitation number
- 26-CD-033
- Issued by
- Pinellas County, Florida
About this file
This is a Demolition and Utility Plan Addendum (Sheet C2.0) prepared by BCER Engineering for the Hollins High School Lift Station Replacement project located at 6440 62nd Street North, St. Petersburg, Florida 33709, under the Pinellas County School District's ITB #26-CD-033. The project scope includes complete demolition of the existing lift station and associated infrastructure, removal of approximately 1,006 square feet of brick pavers (with commemorative bricks to be reinstalled), removal of existing palm trees, abandonment of utility lines, and removal of various fencing sections and gates. The contractor must maintain the existing lift station and 4-inch force main in service during construction, pump down and remove existing raw sewage after decommissioning, disinfect and collapse the existing well per Department of Health standards, and ensure no part of the existing concrete wet well remains within four feet of final grade. New construction includes installation of a 28-linear-foot 4-inch C-900 PVC force main, 14-linear-foot 10-inch SDR35 PVC sanitary sewer at 3.17% slope, 4-inch Class 50 ductile iron restrained water main, 6-inch Class 50 ductile iron restrained fire main, 800 square feet of red brick pavers, temporary and permanent chain-link fencing with vinyl slats, a proposed concrete pad, and site restoration with crushed shell and ribbon curbing. The mandatory pre-bid conference is scheduled for August 12, 2026 at 9:00 a.m. at the school site, with bids due by 4:00 p.m. on August 31, 2026, and the contract period is 60 calendar days from Notice to Proceed with liquidated damages of $150 per calendar day.
The estimated contract value is approximately $485,000 including a 10 percent contingency. Prime contractors must hold a current Florida License as a Utility Contractor, demonstrate five years of continuous business operation as the same legal entity, and provide documented experience performing five comparable utilities and lift station replacement projects within the past five years. All subcontractors must be licensed within their respective trades and pre-approved by the District. All materials and equipment must be listed or labeled by UL or equivalent recognized testing facility and comply with 2023 Florida Building Code, 2023 Florida Existing Building Code, NFPA 70-2020 National Electrical Code, ASTM D-3034 for PVC gravity sewer, AWWA C-900 and C-905 for water and fire mains, and AWWA C600 and C605 for pressure testing standards. General Liability Insurance minimum limits are $1,000,000 per occurrence and $2,000,000 general aggregate. The contractor must provide bid and performance security, proof of E-Verify registration, background screening clearance under the Jessica Lunsford Act, and executed affidavits regarding labor coercion and public entity crimes. Bid evaluation and contractor selection are scheduled for September 2-8, 2026, with Notice of Intent to Award by October 6, 2026 and School Board approval anticipated by October 13, 2026. The District will consider pricing from Florida Department of Management Services contracts in evaluation.
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CONCRETE
TO BE REMOVED
EXISTING 8-FT GATE TO REMAIN CLOSED DURING CONSTRUCTION
SAW CUT
REMOVE ABANDONED MANHOLE
BEGIN TEMPORARY
CONSTRUCTION FENCE
REMOVE AND STOCKPILE THE
BRICK PAVERS ( ± 1,006 SQFT)
EXERCISE CARE WHEN REMOVING
COMMEMORATIVE BRICKS
REMOVE
EXISTING
PALM TREE
END TEMPORARY
CONSTRUCTION
FENCE
X
REMOVE ABANDONED UTILITY LINES
REMOVE 18 LF OF FENCE AND 2 X GATES
STAGING
AREA
X X
REMOVE EXISTING
2 X PALM TREES
X
REMOVE 17 LF
OF 4-FT FENCE
REMOVE 31 LF OF 4-FT FENCE
DEMOLITION PROCEDURE
1. EXISTING LIFT STATION AND 4" FM TO REMAIN IN
SERVICE DURING CONSTRUCTION OF THE
PROPOSED REPLACEMENT LIFT STATION.
2. PUMP DOWN AND REMOVE EXISTING RAW
SEWAGE AFTER STATION IS DECOMMISSIONED.
3. REMOVE EXISTING WELL BUILDING, PUMPS,
INTERNAL PIPES, ELECTRICAL COMPONENTS,
AND FORCE MAIN TO TIE-IN LOCATION
4. DISINFECT AND COLLAPSE/REMOVE THE
EXISTING WELL PER DEPARTMENT OF HEALTH
STANDARDS. NO PART OF THE EXISTING
CONCRETE WET WELL/SLAB SHALL REMAIN
WHITIN FOUR(4) FEET OF FINAL GRADE.
SAW CUT EXISTING CONCRETE
3.3'
2.7'
X
REMOVE GATE VALVE AND 8 LF OF WATER LINE
(UNKNOWN MATERIAL AND DIAMETER)
REMOVE 40 LF OF 4" WATER AND 6" FIRE MAINS
INSTALL TEMPORARY
CONSTRUCTION FENCE
REMOVE 3"
FORCE MAIN
CONNECT PROPOSED PVC FORCE MAIN TO
EXISTING 4" FORCE MAIN WITH 45° BEND
45° BEND
28 LF 4" C-900 PVC FORCE MAIN
DOGHOUSE MANHOLE
RIM: 20.60
INV IN N: 14.14 (EXIST.)
INV IN SE: 14.14
INV OUT SW: 14.04 (-0.1 N)
GROUT EXISTING SOUTH INVERT
WHEN TIE-INS ARE COMPLETE
8-FT LIFT STATION
RIM: 20.70
INV NE: 13.60
14 LF 10" SDR35 PVC SANITARY SEWER AT 3.17%
45° BEND
RPZ SEE DETAIL SHEET C3.0
CONNECT PROPOSED PVC FORCE MAIN TO
EXISTING 3" FORCE MAIN WITH 45° BEND
INSTALL WATER AND FIRE MAINS OVER FORCE MAIN
SEE WATER AND SEWER CLEARANCE REQUIREMENTS SHEET C1.0
CONNECT TO EXISTING
WATER LINE WITH 45° BEND
4" CLASS 50 DUCTILE IRON (RESTRAINED) WATER MAIN
6" CLASS 50 DUCTILE IRON (RESTRAINED) FIRE MAIN
45 ° BENDS
CONNECT TO EXISTING
WATER LINE WITH 45° BEND
CONNECT TO EXISTING FIRE
LINE WITH 45° BEND
CONNECT TO EXISTING
FIRE LINE WITH 45° BEND
FIELD VERIFY EXISTING LATERAL CONNECTION MATERIAL AND DIAMETER
4" X ?" TEE, ?" GATE VALVE, X" REDUCER
CONNECT TO EXISTING WATER LINE WITH 45° BEND
45° BEND
SERVICE TAP
GROUT TERMINAL END OF
ABANDONED FORCE MAIN
GROUT TERMINAL END OF
ABANDONED FORCE MAIN
45 ° BENDS
28 LF 3" SCHEUDLE 40 PVC FORCE MAIN
CONNECT TO EXISTING FENCE
CONNECT TO EXISTING FENCE
2x6-FT SWING GATE WITH VINYL SLATS
PER PINELLAS COUNTY SCHOOLS PAE HANDBOOK AND DESIGN CRITERIA
4'-FT TALL BLACK-VINYL-COATED CHAIN LINK FENCE WITH GALVANIZED POSTS
PER PINELLAS COUNTY SCHOOLS PAE HANDBOOK AND DESIGN CRITERIA
CENTERED ON 12"-WIDE RIBBON CURB FLUSH WITH PROPOSED BRICK PAVERS
PER RIBBON CURB DETAIL SHEET C3.0
14.0'
± 800 SQFT RED BRICK PAVERS
REINSTALL COMMEMORATIVE BRICKS PER OWNER
AND BRICK PAVER DETAIL SHEET C3.0
7.5'
PROPOSED CONCRETE PAD
SEE DETAIL SHEET C3.0
12"X12" RIBBON CURB INSIDE EXISTING FENCE
FLUSH WITH EXISTING GRADE AND PROPOSED PAVERS / CRUSHED SHELL
4" CRUSHED SHELL WITH FG27 GEOTEXTILE OR EQUIVALENT
CONNECT TO EXISTING FENCE
BEGIN ADD VINYL SLATS TO EXISTING FENCE
CONNECT TO EXISTING FENCE
LIFT STATION CONCRETE SLAB
SEE DETAIL SHEET C4.0
ADJUST ELECTRICAL PULL BOX TO GRADE
6'-FT TALL GALVANIZED CHAIN LINK FENCE WITH VINYL SLATS PER
PINELLAS COUNTY SCHOOLS PAE HANDBOOK AND DESIGN CRITERIA
CENTERED ON 12"-WIDE RIBBON CURB
PER RIBBON CURB DETAIL SHEET C3.0
CONNECT TO EXISTING FENCE
END ADD VINYL SLATS TO EXISTING FENCE
9.1
12.6'
8.4
RIBBON CURB FLUSH
WITH CONCRETE PAD
NOTE:
VINYL SLATS TO BE BLUE AS OWNER SPECIFIED
CONTROL JOINT (TYP)
EXPANSION JOINT (TYP)
ME 20.87±
ME 20.69±
ME 20.71±
ME 20.44±
ME 19.77±
ME 20.38±
ME 20.71±
20.00
20.30 20.20
20.25
20.55
20.70 20.65
20.60
20.6020.40
20.70
20.55
ME 20.95±
6'-FT TALL GALVANIZED CHAIN LINK FENCE WITH VINYL SLATS PER
PINELLAS COUNTY SCHOOLS PAE HANDBOOK AND DESIGN CRITERIA
20.70
20.70
20.70
DEMOLITION PLAN
ELEVATIONS ARE BASED ON NORTH
AMERICAN VERTICAL DATUM OF 1988
(NAVD88)
C2.0
DEMOLITION,
UTILITY, AND
SITE AND GRADING PLAN
X
LEGEND UTILITY PLAN
UTILITY NOTES
Issue Record:
Sheet Title:
Sheet no:
Drawn by:
Checked by:
Scale:
Date:
No: Date:Description:
JULY 10, 2026
AS NOTED
BCER PROJECT
6555 N. WICKHAM ROAD, SUITE 104
MELBOURNE, FL 32940 | 321.241.4124
CA# 9303
© Copyright BCER Engineering
ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER
ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE
PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
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PLANNING ENGINEERING CONSTRUCTION ADMINISTRATION
7026 LITTLE ROAD NEW PORT RICHEY, FLORIDA 34654
727-849-8010 Fax 727-849-8020
CA# 00009572
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LEGEND
10" GRAVITY SEWER MINIMUM SLOPES @ 0.28%
SITE AND GRADING PLAN
DEMOLITION NOTES
REUSE EXISTING FENCE MATERIALS WHERE SALVAGABLE
AutoCAD SHX Text
GATE
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GATE
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GATE
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CLF
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GATE
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CLF
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ROOF DRAIN
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GATE
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BUILDING OVERHANG
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CHILLER
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GATE
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GATE
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GATE
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GATE
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CLF
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GATE
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1 STORY MASONRY BLDG FFE = 21.5
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CLF
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ROOF DRAIN
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GATE
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BUILDING OVERHANG
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SEWER
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GATE
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GATE
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GATE
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GATE
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SHIPPING CONTAINER
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GATE
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1 STORY MASONRY BLDG FFE = 21.5
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CLF
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GATE
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GATE
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BIKE STORAGE
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BUILDING OVERHANG
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SEWER
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LIFT STATION AND HOUSING TO BE REMOVED
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FENCE OR PIPE TO BE REMOVED
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STRUCTURE OR OBJECT TO BE REMOVED
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CONCRETE TO BE REMOVED
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AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL A. MANUEL, PE ON THE DATE ADJACENT TO THE SEAL. SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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GRAVITY SEWER
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FORCE MAIN
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FIRE MAIN
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CONCRETE
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BRICK PAVERS
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LIFT STATION CONCRETE SLAB
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CRUSHED SHELL
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CHAIN LINK FENCE
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TEMPORARY CONSTRUCTION FENCE
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WATER LINE
AutoCAD SHX Text No. 51424. 51424.51424..
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STATE OF
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