HomeMy WebLinkAboutR-417010E
7
(8
m
H
1
1
7
i
l
1
1
5
1
l
5
1
UHAHHIU S)UALL
(IN FEET)
Nr1
■
3
1
ENGINEER
REVIEWED
APPROVE
3
2
FOUNDATION SCHEDULE
NO. NO. DESCRIPTION
i31 8 35' D.E. STRUCTURE FOUNDATION
5000# TENSION PER CONDUCTOR
i99 20 115KV BUS SUPPORT FOUNDATION
FOR BUS SUPPORTS TO 12' HIGH
86 24 115KV SWITCH STAND FOUNDATION
'P30 3 SFG PCB FOUNDATION
71-0" x 13'-61'
i18 6 SINGLE PEDESTAL FOUNDATION
4 -0" x 4'-0" X 1'-6"
)93 1 CONTROL HOUSE FOUNDATION
i91 9 SINGLE PEDESTAL FOUNDATION
5'-0" x 5'-0" X 1'-0"
106 5 115KV POWER CIRCUIT BREAKER FOUNDATION
MITSUBISHI (GAS) 7'-0" x 13'-6" X 1'-3"
?24 8 115KV DE STRUCTURE
ANCHOR BOLT CLUSTER (8 BOLTS)
002 1 GENSET FOUNDATION
10'-0" x 8'-0" W/2" CONDUITS
813 4 SECURITY CAMERA POLE FOUNDATION
4,_0" X 4,_0" X 1'-6"
815 4 SECURITY ACCESS POST FOUNDATION
2'-O" X 2'-O" X 1,_6"
COMMENTS
1999 CONSTR
ADING AND FENCING PLAN, D-5423, FOR VERTICAL
AND LOCATIONS OF BASE LINES.
ALL NEW FOUNDATIONS SHALL BE AT ELEVATION 20.08,
AS NOTED.
iF ALL CONDUITS SHALL EXTEND 2'-0" PAST FOUNDATION EDGE.
DERGROUND CONDUIT RUNS, SEE CONDUIT AND CABLE PLAN.
k CONCRETE EXPANSION ANCHORS SHALL BE PER ESE
RD SPEC 1150.3620, MATERIAL ID #1190300.
CAVATE 2' BEYOND AND BELOW THE DEAD END FOUNDATIONS, D-5531.
TE WORK SPECIFICATIONS FOR MATERIALS AND COMPACTION
EMENTS.
DS SHALL BE REINFORCED CONCRETE OR GALVANIZED STEEL FROM
ETON SCRAP YARD. EMBED BOLLARDS A MINIMUM OF THREE (3)
EEP IN CONCRETE.
ENCE DRAWINGS
TRADING AND FENCING PLAN
STRUCTURAL PLAN R-4 1 7 010
FOUNDATION
PLAN
SHUFFLETON SUBSTATION
PUGET SUBSTATION DRAWING NO
• SOUND ENGINEERING D-1016:
ENERGY DEPARTMENT SHEET: 01 OF 01
SCALE: 1"-15'-0" CLASS: FDN FILE
CADD NO: D-101e3_Ol.eg" CODE
2 INTERN,
SHU
_ US
mS
Mx
mW.S
==A