25042C4.0LiftStationDetailsAddendumNo01.pdf

PDF 3 MB Posted Aug 18, 2026

Attached to: Lift Station Replacement
Solicitation number: 26-CD-033
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · Aug 24, 2026

This is a technical drawing addendum prepared by BCER Engineering for the Pinellas County School District's lift station replacement project at Dixie Hollins High School in St. Petersburg, Florida. The document provides detailed engineering specifications and design plans for the installation of an 8-foot diameter precast concrete wet well lift station with duplex submersible pump configuration. The project scope includes removal of existing infrastructure and installation of new gravity and force mains, gate valves, check valves, air release valves, electrical conduit systems, a control panel with monitoring equipment, concrete foundations and slabs, and site restoration materials. The project is designed to handle 255 gallons per minute capacity at 51.45 feet of total dynamic head using two 10-horsepower Ebara submersible pumps operating at 208-volt, three-phase electrical service. Sealed electronic bids are due by 4:00 p.m. on August 31, 2026, with a mandatory pre-bid conference scheduled for August 12, 2026, at 9:00 a.m. at the school site. The contract period is 60 calendar days from Notice to Proceed, with liquidated damages assessed at $150 per calendar day for schedule delays. Award decisions are anticipated for October 2026 following bid evaluation and School Board approval.

The estimated contract value is approximately $485,000 including a 10 percent contingency. Prime contractors must hold a current Florida Utility Contractor License and demonstrate five years of continuous business operation with documented experience performing five comparable utilities and lift station replacement projects within the past five years. All materials and equipment must comply with 2023 Florida Building Code standards, NFPA 70-2020 National Electrical Code, and relevant ASTM and AWWA specifications for pressure testing and sewer applications. General Liability Insurance minimum limits of $1,000,000 per occurrence and $2,000,000 general aggregate are required, along with bid and performance security, E-Verify registration proof, background screening clearance, and executed affidavits regarding labor coercion and public entity crimes. The contractor must provide all permits, inspections, submittals, and as-built documents within 90 days of certificate of occupancy. The District will consider pricing from Florida Department of Management Services contracts during bid evaluation.

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Other files

File	Type	Posted
20260827HollinsHSLiftStationReplacementAddendum3.pdf	PDF	Aug 27, 2026
LiftStationReplacementAddendum3Revision.pdf	PDF	Aug 27, 2026
20260825HollinsHSLiftStationReplacementAddendum2.pdf	PDF	Aug 26, 2026
LiftStationReplacementAddendum2Revision.pdf	PDF	Aug 26, 2026
20260817HollinsHSLiftStationAddendumNo01.pdf	PDF	Aug 18, 2026
25042C2.0DemolitionUtilityPlanAddendumNo01.pdf	PDF	Aug 18, 2026
25042C3.0SiteDetailsAddendumNo01.pdf	PDF	Aug 18, 2026
20260817HollinsHSLiftStationReplacementAddendum1.pdf	PDF	Aug 18, 2026
20260813HollinsHSLiftStationReplacementElecAdd1SS.pdf	PDF	Aug 18, 2026
InsuranceSpecificationsforContractors.pdf	PDF	Aug 4, 2026
BidProtestProcedure.pdf	PDF	Aug 4, 2026
DixieHollinsHSSpecification.pdf	PDF	Aug 4, 2026
SealsPageTeam.pdf	PDF	Aug 4, 2026
25042HollinsHSLiftStationCivilDS.pdf	PDF	Aug 4, 2026
LiftStationReplacement.pdf	PDF	Aug 4, 2026
HollinsHSLiftStationReplacementElecSS.pdf	PDF	Aug 4, 2026

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C4.0

LIFT STATION

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

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.

H O

S H

N R

2n d St

N St

. P et er sb ur g, F L

PLANNING ENGINEERING CONSTRUCTION ADMINISTRATION

7026 LITTLE ROAD NEW PORT RICHEY, FLORIDA 34654

727-849-8010 Fax 727-849-8020

CA# 00009572

Pl ot-

Pr oje cts \25

2 H oll ins

H S

Lif t S tat ion

\D ra wi ng s\C on str uc tio n\2

_C 4.0

Li ft S tat ion

D eta ils .dw g - A ug

, 2

6 @ 3:

rip p

JLT

PAM

STANDARD PUMP STATION(DUPLEX)

PANEL BOX ELEVATION & COMPONENT LAY-OUT

PLAN VIEW

JOINT DETAIL

SECTION VIEW

LIFT STATION

PLAN VIEW

SUBMERSIBLE

LS-1 SYSTEM CURVE

80DVF67.52 (10 HP)

1/2" EXPANSION

JOINT

NO. 5 DIAGONAL BARS

AT CORNERS & OPENINGS

SLAB PLAN VIEW

6" THICK CONCRETE

SLAB NON-SKID

BROOM FINISH W NO.

5 E.W. AT 10" O.C.

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GATE

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GATE

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GATE

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GATE

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GATE

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SEWER

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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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WETWELL

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DIAMETER

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DISTANCE BETWEEN

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LIFT STATION DIMENSIONS

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32" MIN.

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DIMENSION VARIES WITH PUMP SELECTION

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CENTERLINE OF PUMPS

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SEE SITE PLAN FOR

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CONTROL PANEL ORIENTATION

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PREMOLDED PLASTIC

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JOINT SEALER. REMOVE

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PROTECTIVE WRAPPER

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PRIOR TO FINAL ASSEMBLY

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WETWELL HATCH

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6" PIPING

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4" PIPING

AutoCAD SHX Text 36"x48" APS

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26" MIN.

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NTS

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ANY ALTERNATE TYPE MUST BE

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SPECIFICALLY APPROVED BY PASCO COUNTY

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DUPLEXOR SHALL BE AN T.T.I. 6012

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DOOR STOPS

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(3) SEAL OFFS

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BOTH DOORS

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OUTER DOOR HAS BEEN REMOVED FOR CLARITY

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30 - PUMP 1 POWER TERMINAL BLOCK

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31 - PUMP 2 POWER TERMINAL BLOCK

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32 - (2) JUNCTION BOXES

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29 - FLOAT TERMINAL STRIP

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STROBE ALARM LIGHT

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(SEE SPECS.)

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SHOWN ON ALL PLANS

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100-YEAR FLOOD ELEV. AND MUST BE

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PANEL ELEVATION SHALL BE ABOVE

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GALV. 3/4" - 90%%D ELBOW

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REMOTE RPZ BACKFLOW PREVENTER

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BRASS HOSE BIB

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POTABLE WATER SOURCE

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(2 REQ'D. TOP/BOTTOM)

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GALV. PIPE STRAP

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NIPPLE (6")

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3/4" GALV.

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BALL VALVE

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3/4" LOCK WING

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NIPPLE

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3/4" GALV.

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AutoCAD SHX Text 2'-0"

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AutoCAD SHX Text 16"

AutoCAD SHX Text 8"

AutoCAD SHX Text 36"

AutoCAD SHX Text 30"x24"x8" MIN.

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(ALUM. NEMA 4)

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PANEL BOX

AutoCAD SHX Text 10/10 W.W.F.

AutoCAD SHX Text REINF. W/ 6 x 6

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4" THK. CONC. SLAB

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CONC. POSTS

AutoCAD SHX Text 6"x6" MIN.

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PLAN

AutoCAD SHX Text A

AutoCAD SHX Text 10/10 W.W.F.

AutoCAD SHX Text 12"x12"x4" MIN. W/ NON-

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PVC JUNCTION BOX

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CORRODING TYPE

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HEAVY DUTY TERMINAL

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STRIP

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POWER CABLE

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NO. 2 PUMP

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POWER CABLE

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NO. 1 PUMP

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CONDUIT SIZE - 2" PVC

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MINIMUM ELECTRICAL

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CABLES

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FLOAT CONTROL

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4" THK. CONC. SLAB

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(ALUM. NEMA 4)

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PANEL BOX

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(SEE SPECS.)

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ALARM HORNS

AutoCAD SHX Text 6"x6" PRESTRESSED

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CONCRETE POSTS

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ALARM LIGHT

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(SEE SPECS.)

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(3 EA.)

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WITHIN CONDUIT

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LEAK SEAL

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EXPLOSION

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PROOF VAPOR

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BIB DETAIL

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SEE HOSE

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ELEVATION

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BREAKER, MODULAR CONTROL UNIT

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& RESETS MOUNTED FOR OPERATION

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THROUGH INNER SAFETY DOOR

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HOUR METERS G.F.I. RECEPTACLE

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TO BE MOUNTED ON INNER

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SAFETY DOOR

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SEE TECHNICAL SPECIFICATION

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FOR DETAILS

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%%UNOTE:

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PANEL BOX TO BE LOCATED

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PAVED ACCESS ROAD

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TO ALLOW UNOBSTRUCTED

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ACCESS TO WET WELL BY

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ELEVATION

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ELEV.

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TO WET WELL WHILE

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OPERATOR'S BACK IS NOT

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%%UNOTE:

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FACING BOX

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POSITION PANEL BOX SO

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PANEL BOX ELEV.

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PANEL BOX COMPONENT LAY-OUT

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HOSE BIB DETAIL

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NOTES :

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1. ALL PIPING AND FITTINGS SHALL BE FLANGED DUCTILE IRON.

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2. INTERIOR AND EXTERIOR WALLS OF BOTH THE WETWELL

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AND THE VALVE VAULT SHALL BE FULLY WATERPROOFED

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WITH KOPPERS BITUMASTIC BLACK SOLUTION(OR EQUIVALENT)

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3. REINFORCING FOR BOTH THE WETWELL AND THE VALVE

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VAULT SHALL BE AS RECOMMENDED BY THE MANUFACTURER

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BUT SHALL NO BE LESS THAN REQUIRED UNDER ASTM

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C-478 SPECIFICATIONS.

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COMPLETED JOINT

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WITH SQUEEZE OUT.

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PUMP OUT VALVE WITH

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CAMLOCK AND DUST CAP

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GAUGE ASSEMBLY ( 2 EA)

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INCLUDES:

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TAPPED BLIND FLANGE

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S.S. BALL VALVE & NIPPLES

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DIAPHRAGM ISOLATOR

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OIL FILLED GAUGE

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CROSS

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FLG

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4" SWING CHECK VALVES

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W/ OUTSIDE LEVER AND

AutoCAD SHX Text WEIGHT - FLG x FLG (2 EA) (TYP)

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AIR RELEASE

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VALVE

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4" RESILIENT WEDGE

AutoCAD SHX Text GATE VALVE (FLG x FLG)

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W/ HANDWHEEL (3 EA)

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(TYP)

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8' DIA WET WELL

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LINK SEAL

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LINK SEAL

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ELECTRICAL CONDUITS

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2" DIA. PVC MINIMUM

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INFLUENT LINE

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KOR-N-SEAL OR

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PRECAST BOOT

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APPROVED EQUAL

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PVC TO DI PIPE

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ADAPTER OR

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TRANSITION GASKET

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SEE PLANS

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90%%D BEND (TYP)

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SHORT RADIUS

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AutoCAD SHX Text 6"

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SLEEVE

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3" WATERTIGHT

AutoCAD SHX Text w/#5 BARS @ 12" O.C.E.W.

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OR GRAVEL LAYER

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LEVELING COURSE

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LINK SEAL

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4" PVC VENT

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FRAME ACCESS COVER

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LOCKABLE ALUMINUM

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S.S. BRACING

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SEE WALL JOINT

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INV. EL. 13.60

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FILLET

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GROUT

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INFLUENT

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PUMPS OFF EL.

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FIRST PUMP ON EL.

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SECOND PUMP ON EL.

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ALARM SIGNAL ON EL.

AutoCAD SHX Text TWO 6"x6" MIN.

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CONCRETE POSTS

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10' LONG

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KOR-N-SEAL OR

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APPROVED EQUAL

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3/4" GALV.

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PIPE

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SUBMERSIBLE PUMPS

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8" PRECAST CONC. COVER

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S.S. CABLE

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HOLDER

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2" S.S GUIDE RAILS

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MONOLITHIC BOTTOM SECTION

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& BASE WITH REINFORCING

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TO MEET A.S.T.M. C-478

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6" CONC. SLAB

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MERCURY SWITCH LEVEL CONTROL

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POWER

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CABLES

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PRECAST BOOT

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ALARM LIGHT

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BOX

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JUNCTION

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INSERT ABOVE

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"Y" SEAL

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GALV.

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PIPE

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STRAP

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NTS

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4" DUCTILE IRON

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4"X4" FL'D REDUCING

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BRASS HOSE BIB

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REMOTE RPZ BACKFLOW PREVENTER

AutoCAD SHX Text GALV. 3/4" - 90%%d ELBOW

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3/4" LOCK WING

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BALL VALVE

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AIR RELEASE VALVE ASSEMBLY W/ S.S. FITTINGS.

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A.R.I. D-025 OR EQUAL.

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GATE VALVE AND VALVE BOX

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MEGALUG RESTRAINER TYP. ALL MECH. JOINTS

AutoCAD SHX Text 4" 90° BEND MJ x MJ

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2 FT.

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GRADE ELEV.

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DRAIN LINE

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TO WET WELL

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GAUGE ASSEMBLY

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CROSS FLG

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CEMENT PAD

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PVC TO DI PIPE

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ADAPTER OR

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TRANSITION GASKET

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SEE PLANS

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S.S LIFT CHAIN OR CABLE 5/16" MIN.

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THE HATCH NET 121 FALL THROUGH PREVENTION SYSTEM OR EQUIVALENT

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EXPANSION

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S.S. BRACING

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8" PVC ELBOW

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RELINER DROP

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BOWL OR

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APPROVED EQUAL

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LINK SEAL

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OVER PUMPS

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DOOR CENTERED

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4" NO. 57 STONE

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WITH WEED BARRIER

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FABRIC

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4" NO. 57 STONE

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WITH WEED BARRIER

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FABRIC

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SEWER

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2' (TYP)

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CONCRETE LIMITS

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1/2" EXPANSION JOINT (TYP)

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ELBOW

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JOINT

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CONTROL PANEL

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7" (MIN)

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AutoCAD SHX Text 7.10

AutoCAD SHX Text 13.10

AutoCAD SHX Text 12.60

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TOP EL.=20.7020.70

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FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS:

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DISCHARGE

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PHASE

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VOLTAGE

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FT/TDH

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GPM

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MODEL

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PUMP PERFORMANCE CURVE

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GENERAL NOTES

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IMPELLER

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THREE

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80DVF67.52

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255 (DESIGN)

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51.45 (DESIGN)

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198 MM

AutoCAD SHX Text Total Head (FT)

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AutoCAD SHX Text Capacity US GPM

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AutoCAD SHX Text EBARA Submersible Pump

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SEE PLANS

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SEE PLANS

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SEE PLANS

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12.64 SY

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BALLAST

AutoCAD SHX Text No. 51424. 51424.51424..

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STATE OF

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EXISTING VC SYSTEMS & CONTROLS VC25-9622 CONTROL PANEL

Sheets and Views

C4.0 LSD 24x36 REV

File details come from the government source that posted it. Updated Aug 24, 2026.