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 technical drawing is a detailed schematic for a 240V Pump Station Rack Front, prepared by the Seminole County Utilities Department - Utilities Engineering Division. The diagram provides a comprehensive plan and front elevation view of a pump station electrical infrastructure, including specific components such as a Power Control Panel (PCP), Power Monitor (PM) enclosure, demarcation enclosures, and associated electrical conduits and grounding systems. The drawing includes critical technical specifications for installation, with notes emphasizing that the diagram is not project-specific and must be modified and approved by a Florida Licensed Professional Engineer.
The technical drawing specifies precise dimensional requirements and installation guidelines for electrical components, including NEMA 4X stainless steel enclosures powder coated white, stainless steel posts and channels, watertight aluminum hubs, and rigid aluminum conduits. Key technical notes address conduit sizing (minimum 2" with 40% fill), grounding and bonding system installation per NEC standards, and corrosion protection requirements for metallic components set in concrete or directly buried. The schematic provides detailed measurements for component placement, such as generator receptacle access heights, conduit transitions, and minimum/maximum depths for underground installations.
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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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