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 technical drawing is from the Seminole County Utilities Department - Utilities Engineering Division, depicting a detailed schematic for a 480V Pump Station Rack Front design. The diagram provides a comprehensive front elevation and plan view of an electrical infrastructure setup, specifically focusing on the layout and configuration of electrical components including a power control panel (PCP), demarcation enclosure, meter, disconnects, and associated conduit routing. The drawing includes precise measurements and positioning for various electrical elements, with specific notes about installation requirements, such as using rigid aluminum conduit above grade and transitioning to PVC Schedule 80 below grade or slab.
The technical drawing emphasizes critical installation details, including grounding and bonding system specifications per NEC standards, corrosion protection for metallic components, and specific positioning requirements for electrical equipment. Key components include a NEMA 4X stainless steel powder-coated white power monitor enclosure, stainless steel 316 posts and channels, and type EYSR seal-offs. The diagram is explicitly marked as non-project specific and requires modification and approval by a Florida licensed professional engineer, indicating it serves as a standard reference template for pump station electrical rack installations.
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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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