415_480V_PUMP_STATION_RACK_FRONT.pdf
PDF 245 KB Posted
- Attached to
- Pump Station Renewal & Replacement D25 - Phase I
- Solicitation number
- CC-6690-25/TAD
- Issued by
- Seminole County, Florida
About this file
Summary
This document is a technical diagram from the Seminole County Utilities Department showing the electrical and structural specifications for a 480V pump station rack installation. The diagram outlines the front elevation and plan view of the pump station equipment rack, which is part of the Pump Station Renewal & Replacement D25 - Phase I project. The project involves comprehensive improvements at three lift stations: Wembly Park, Heathrow Woods #2, and Carrington Park, with additional scope including the demolition of Lake Sylvan Oaks and installation of gravity sewer to an adjacent manhole. The contractor must be a State of Florida certified General Contractor, Underground Utility, and Electrical contractor with experience in pump station renewal, replacement, or rehabilitation. The project timeline extends 160 days to Substantial Completion and an additional 20 days to Final Completion, totaling 180 days from Notice to Proceed. A mandatory pre-proposal meeting is scheduled for September 3, 2025, at Sawyer Lake Park, with bid responses due September 24, 2025, at 2:00 p.m. The Engineer's estimated project cost is $3,262,335.00.
The diagram specifies technical requirements for the pump station rack, including specifications for fused and non-fused disconnects, power monitor enclosures, conduit specifications, and grounding and bonding systems in accordance with the National Electrical Code. All work must comply with Florida engineering standards and receive approval by a Florida-licensed Professional Engineer. The contract requires comprehensive insurance coverage with limits of $1,000,000 per occurrence for most categories, including Workers' Compensation, Commercial General Liability, Business Automobile Liability, Excess/Umbrella Liability, Pollution Liability, and Professional Liability. Contractors are subject to liquidated damages of $250 per day for project delays, with 5% retainage applied to construction progress payments. Minority and Women-owned Business Enterprises are encouraged to participate, and bidders must submit electronic responses through the Seminole County website at https://secure.procurenow.com/portal/seminolefl.
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Text version
SPD
FUSED DISC.METER
PCP
(60"Hx36"Wx16"D)
RESERVED
FOR ATS
DEMARCATION ENCLOSURE
(TYP 3 FOR DUPLEX)
M
IN
. 3 6"
O R
AS
R
EQ
. B
Y C
O D
E O
R W
IN
D
L O
AD
PLAN VIEW
NON-FUSED
DISC.
FRONT ELEVATION
CONDUITS TO
WET WELL
NOTES:
1. THIS DIAGRAM IS NOT PROJECT SPECIFIC. A DIAGRAM SHALL BE MODIFIED AND APPROVED BY A FLORIDA LICENSED
PROFESSIONAL ENGINEER
2. DETAILS 415, 416, 418, 421, & 422 ARE A SET AND ACCOMPANY EACH OTHER.
3. PUMP MOTOR CONDUIT SHALL BE SIZED TO ACCOMMODATE 40% CONDUIT FILL, MINIMUM SIZE SHALL BE 2".
4. GROUNDING AND BONDING SYSTEM SHALL BE INSTALLED AS PER THE NEC, REF. DETAILS 411 & 412.
5. RIGID ALUMINUM CONDUIT SHALL BE USED ABOVE GRADE, TRANSITION TO PVC SCH 80 BELOW GRADE OR SLAB.
6. PROVIDE CORROSION PROTECTION AT ALL METALLIC CONDUIT AND POSTS SET IN CONC. OR DIRECT BURIED.
WATERTIGHT ALUM.
HUB (TYP)
RIGID ALUM. CONDUIT,
TYP ABOVE GRADE
TRANSITION TO
SCH 80 PVC BELOW
GRADE OR SLAB
PROVIDE CLEAR
ACCESS TO GEN.
RECEPTICAL
" M
AX
M
IN
PCP
(60"Hx36"Wx16"D)
DEMARCATION
ENCLOSURE
(TYP 3 FOR
DUPLEX)
P1 P2LI/PI
3" STAINLESS STEEL
316 POST (TYP)
1-1/2" STAINLESS STEEL
316 CHANNEL WITH
STAINLESS STEEL "U"
BOLTS, LOCK WASHERS
AND NUTS (TYP)
STAINLESS STEEL CAP
OR PLUG (TYP)
" M
IN
" M
AX
M
IN
TYPE EYSR
SEAL-OFFS (TYP)
PANEL & RACK
GROUNDING
PM
POWER MONITOR ENCLOSURE
POWER MONITOR
ENCLOSURE
(8"Hx8"Wx6"D)
NEMA 4X STAINLESS STEEL
POWDER COATED WHITE
NEMA 4X STAINLESS STEEL
POWDER COATED WHITE
DATE:
FIGURE:
SEMINOLE COUNTY UTILITIES DEPARTMENT - UTILITIES ENGINEERING DIVISION
480V PUMP STATION RACK FRONT
XX/XX/XX
alaforce Architect
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