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
This is a technical schematic diagram prepared for the Seminole County Utilities Department, Utilities Engineering Division, depicting the front elevation and plan view of a 480-volt pump station rack assembly for the Pump Station Renewal & Replacement D25 - Phase I project. The diagram illustrates a duplex configuration with three demarcation enclosures (60"H x 36"W x 16"D each), a power monitor enclosure (8"H x 8"W x 6"D) in NEMA 4X stainless steel powder-coated white, rigid aluminum conduit above grade transitioning to Schedule 80 PVC below grade, and associated electrical components including fused and non-fused disconnect switches with conduits to the wet well. The schematic specifies construction requirements such as 40% minimum conduit fill for pump motor conduit (minimum 2" diameter), watertight aluminum hubs, stainless steel 316 posts and channels, grounding and bonding per NEC standards, and corrosion protection for all metallic components. The design requires modification and approval by a Florida licensed professional engineer and is accompanied by related details 411, 412, 416, 418, 421, and 422.
This technical drawing supports the broader Seminole County project (CC-6690-25) with an Engineer's estimate of $3,262,335.00, featuring a mandatory pre-proposal meeting on September 3, 2025, at Sawyer Lake Park and a bid response deadline of September 24, 2025, at 2:00 pm. The project duration is 180 days total, consisting of 160 days to Substantial Completion and 20 days to Final Completion. Qualified bidders must be State of Florida certified general, underground utility, and electrical contractors with demonstrated experience in pump station and lift station renewal, replacement, or rehabilitation. Required insurance coverage includes Workers' Compensation, Commercial General Liability, Business Automobile Liability, Excess/Umbrella Liability, Pollution Liability, and Professional Liability with most limits at $1,000,000 per occurrence. The contract includes liquidated damages of $250 per day for delays and 5% retainage on construction progress payments, with electronic bid submission through the Seminole County website. M/WBEs are encouraged to participate, and prospective bidders are cautioned against contacting county staff other than the designated contact person.
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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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