Plans n
Project; Tigard Car Wash
Owner: Dennis Thompson
` 12485 SW Main St.
_ Site: D
Tigard, R 97223
__ (503) 620 -218
• To
Weatherhead
for connection
The 200 Amp sub- to power
main would be run company 3 "' CONDUIT
In conduit from Service Conductors Conductors
- the top of 3F to • 3 - 500 MCM Copper r I
} a Sub Panel for 1 - 3/0 MCM Copper Neutral
Lighting. „�
N 1F 2F 3F M AX. FAULT CURRENT AS PER BRYAN
MOORE OF P.G.E., 10,058 AIC
To Existing MAIN BRAKER IS RATED AT 65,000 AIC
FVNR S3 FVNR S2 HJD3200
Meter Base S UB BREAKERS ARE 42 000 AIC
1 \ FVNR S2 11/4" Conduit for deter is blank base connections not I
FVNR S3 more - than 50' in length
FVNR S2 b lank and not more than 270
degrees In bends. To
connect to existing meter
FVNR S2 blank HND3800
9�' base conduit after meter
CT /TC has been disconnected by
blank Can for PGE. A non- metalic pull
Service string to be inserted
FVNR S2 blank Connections at time of connection.
blank
blank 36 X 48 X 11 Note' Water Bond to be 2/0 Cu
FVNR S2 or larger with a # n
conductor -to the ground
blank rod connection.
# 4 ROD Argr4/41./4.,
GROUND jW6S
2/0 WATERPIPE ____ _
r c l
Sheetl
i
d. Tigard Car Wash
w/ GAS 3 Phase current
, a,
•
E • ui • ment H • Am • s Present Pro • osed
28 28 28
Reclaim # 1 10 28
Reclaim # 2 • 10 28 • 28 8 22
Hydraulic # 1 15 42 42 42 42
Hydraulic # 2 15 54 54
Booster 20 54 Stripper 0
15 42 42
0 80
* Booster 30 80 0 42
Side Kick DS 15 42 42
a,� 15 42 0
Side Kick PS 0 28
19 19
Unimac
Future Air Compressor 10 28 19
_
Future 50 130
Total 3 phase power
255 535
Phase A Phase B Phase C Phase A , Phase B Phase C
Vac # 1 20 20
20 20
Vac #2
Vac #3 20 0
15 1 20 15
Gas Tank Turbines 15 15 15 15
Bay Lights & Entry Signs 15 10 10 10
Controls 10 14
Shop & EQRm Lights 0 14 0
Kiosk Lights, Heat & Plu • s 20 20 20
15
Shell Sigh 15 12 12 12
Cano•y Lights 6 -400W MH 12 19 19 19
Water Heater 19 1
Dis • enser Controls 10
CW Sian 20 0
2 20
Welder 50
Total Single Phase
146 0 135 196 0 185
/
0 135 196 0 185
146
Total 1 Phase Load 535 535 535
Total 3 • hase Load 255 255 255
Total Calculated Load 401 255
390 731 535 720
I
1
Page 1 •