413_240V_PUMP_STATION_RACK_FRONT.pdf
PDF 246 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
This is a technical specification drawing issued by the Seminole County Utilities Department for a 240V pump station rack front assembly, supporting the Pump Station Renewal & Replacement D25 - Phase I project (CC-6690-25). The drawing provides detailed specifications for pump station electrical infrastructure at three lift stations: Wembly Park, Heathrow Woods #2, and Carrington Park, with additional demolition of Lake Sylvan Oaks and gravity sewer installation. The project requires a State of Florida certified General Contractor with Underground Utility and Electrical contractor certifications. The solicitation includes a mandatory pre-proposal meeting on September 3, 2025, at Sawyer Lake Park, with bid responses due September 24, 2025, at 2:00 pm. The project timeline spans 180 days total, consisting of 160 days to Substantial Completion and 20 days to Final Completion from the Notice to Proceed. Technical drawings and specifications are available after submission of an RSVP through OpenGov on the Seminole County website at https://secure.procurenow.com/portal/seminolefl.
The Engineer's estimated project cost is $3,262,335.00. Bidders must meet comprehensive insurance requirements including Workers' Compensation, Commercial General Liability, Business Automobile Liability, Excess/Umbrella Liability, Pollution Liability, and Professional Liability, each with minimum coverage limits of $1,000,000 per occurrence. The contract includes liquidated damages of $250 per day for project delays and applies 5% retainage to construction progress payments. Minority and Women-owned Business Enterprises (M/WBEs) are encouraged to participate, though no specific set-asides are designated. Qualified bidders must demonstrate previous experience with pump station/lift station renewal, replacement, or rehabilitation involving structural, mechanical, electrical, and control components. Prospective bidders are cautioned against contacting any county staff or officials other than the designated contact person and must submit electronic bids through the county portal.
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Text version
TVSS
FUSED DISC.METER
PCP
(60"Hx36"Wx16"D)
RESERVED
FOR ATS
DEMARCATION ENCLOSURE
(TYP 3 FOR DUPLEX)
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)
WATERTIGHT ALUM.
HUB (TYP)
RIGID ALUM. CONDUIT,
TYP ABOVE GRADE
TRANSITION TO
SCH 80 PVC BELOW
GRADE OR SLAB
" M
IN
" M
AX
M
IN
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
FRONT ELEVATION
PROVIDE CLEAR
ACCESS TO GEN.
RECEPTICAL
" M
AX
M
IN
CONDUITS TO
WET WELL
TYPE EYSR
SEAL-OFFS (TYP)
PANEL & RACK
GROUNDING
NOTES:
1. THIS DIAGRAM IS NOT PROJECT SPECIFIC. A DIAGRAM SHALL BE MODIFIED AND APPROVED BY A FLORIDA LICENSED
PROFESSIONAL ENGINEER
2. DETAILS 413, 414, 417, 419, & 420 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.
PCP
(60"Hx36"Wx16"D)
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
240V PUMP STATION RACK FRONT
XX/XX/XX
alaforce Architect
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