25042C3.0SiteDetailsAddendumNo01.pdf
PDF 1 MB Posted
- Attached to
- Lift Station Replacement
- Solicitation number
- 26-CD-033
- Issued by
- Pinellas County, Florida
About this file
This is a Site Details Addendum document prepared by BCER Engineering for the Hollins High School Lift Station Replacement project located at 4940 62nd Street North in St. Petersburg, Florida 33709, involving Pinellas County Schools. The addendum provides detailed construction specifications and site plans for the concrete pad, expansion joints, control joints, and brick paver installations required for the lift station replacement project. The document includes technical drawings and specifications for a 6-inch thick concrete slab with 3,000 PSI minimum strength, 10 mil vapor barrier, 6" x 6" #10 welded wire fabric reinforcement, and control joint details with light brooming for skid resistance. Site preparation requirements specify compacted subgrade to 95% maximum density per AASHTO T-99 standards, with expansion joint filler and sealant specifications for material retention. The drawings also detail brick paver installation with 5-inch compacted aggregate base, GT160 geotextile membrane, and 1-inch sand setting bed, along with fence post foundation details and reduced pressure device assembly specifications. The document is dated July 10, 2026, and was last revised on August 13, 2026, indicating it represents an early addendum to the original bid documents for the lift station replacement scope.
This addendum document does not address pricing, bid terms, insurance requirements, or contract award information; rather, it serves as a technical supplement to the original bid solicitation by providing precise construction details and material specifications for site work components. The specifications reference compliance with industry standards including AASHTO testing procedures and Pinellas County Utilities guidelines, ensuring that all concrete work, drainage infrastructure, and site preparation meet established engineering and construction standards for the project.
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Text version
C3.0
SITE DETAILS
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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CONCRETE PAD NOTES:
CONCRETE SLAB10 MIL VAPOR BARRIER
#5 REBAR
(CONTINUOUS)
3/16" WIDE X 1 1/2" DEEP SAW
CUT CONTROL JOINT (TYP.)
(SEE PLAN LOCATIONS)
CONCRETE SLAB
6" X 6" #10 WELDED WIRE
FABRIC (W.W.F.)
6" X 6" #10 WELDED WIRE
FABRIC (W.W.F.)
COMPACTED SUBGRADE TO 95% MAX
DENSITY AS PER A.A.S.H.T.O. T-99
1/2" EXPANSION JOINT FILLER (TYP.)
(SEE PLAN LOCATIONS)
LIGHT BROOMING TO PROVIDE
SKID RESISTANCE
CONTROL JOINT
(SEE PLAN LOCATIONS)
1. CONCRETE SHALL BE 3,000 PSI, 6" THICK (MIN).
2. CONTROL JOINTS AS SHOWN ON PLANS.
3. CUT CONTROL JOINTS AS SOON AS POSSIBLE AFTER
TROWELING.
4. EXPANSION JOINT AS SHOWN ON PLANS. (1/2" WIDE
EXPANSION JOINT MATERIAL W/ 1/4" REVEAL AND SEALANT)
5. ALL CONCRETE AREA SHALL HAVE 10 MIL VAPOR BARRIER.
EXPANSION JOINT DETAIL
CONTROL JOINT DETAIL
SLAB EDGE DETAIL
CONCRETE SLAB
10 MIL VAPOR BARRIER
6" 6" 6"
8"4"
4"
COMPACTED SUBGRADE TO 95% MAX
DENSITY AS PER A.A.S.H.T.O. T-99 COMPACTED SUBGRADE TO 95% MAX
DENSITY AS PER A.A.S.H.T.O. T-99
CONCRETE PAD DETAILS N.T.S.
6" X 6" #10 WELDED WIRE
FABRIC (W.W.F.)
RIBBON CURB & BRICK PAVER DETAIL
6"
12"
N.T.S.
SEE PLAN GRADE & MATERIAL
BRICK PAVERS SURFACE &
SUBSURFACE DESIGN SHOWN
5" COMPACTED AGGREGATE BASE
SEE PLAN GRADE & MATERIAL
GT160 GEOTEXTILE MEMBRANE OR EQUIVALENT
FENCE POST
CONTINUOUS 12" RIBBON CURB
FENCE POST FOUNDATION
SEE SPECIFICATIONS
1/8" RADIUS
SUBGRADE
12"
1" SAND SETTING BED
3 4", 1", 112" AND 2" REDUCED PRESSURE DEVICE
ASSEMBLY DETAIL
PINELLAS COUNTY
UTILITIES MAR/2020
PCU BF 3
REVISION:
DATE:
DETAIL INDEX I.D.:
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.
AutoCAD SHX Text No. 51424. 51424.51424..
AutoCAD SHX Text
STATE OF
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