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FILL PIPE w/CONCRETE
(TOP TO BE ROUNDED)
6 DIA x 7 -0 LONG
SCH 40 GALV PIPE
1" x 2'-0"LONG (MIN)
REFLECTIVE MATERIAL
(MIN OF 2 PLACES)
CONCRETE
MATCH LINE
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DETAIL 1
BOLLARD
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INSTALL (2) BOLLARD
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(230kV
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TOOL EDGE, APPLY
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44 STD HOOKS
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DETAIL 2
SPCC CONC CURB
(TYPICAL CROSS SECTION)
REINFORCING SHALL BE CONTINUOUS FULL
LENGTH OF CURB. MINIMUM LAP BETWEEN
INDIVIDUAL BARS SHALL BE 24" (TYP).
NOT TO SCALE
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NORTH -SOUTH BASELINE
D-15815 SECURITY ACCESS
POST FOUNDATION
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115KV SWITCHYARD
NORTH -SOUTH BASELINE
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SECURITY ACCESS
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7' - D-15815
1 0 EXISTING POLE
20 0 20 40
GRAPHIC SCALE
1 " = 20'
f 1 I I ( 1 1
8 7 6 5 4
$FILE$
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FOUNDATION SCHEDULE (230kV SHT 1 & SHT 2)
LINE DWG NO QTY DESCRIPTION COMMENTS
1 D-2791 4 230KV AUGERED FOOTING
2 D-3097 r84
YARD JUNCTION BOX AND PANEL SUPPORT
FOUNDATION
3 D-3797 230KV SINGLE PEDESTAL FOUNDATION
5 —0 X 5 —0 X 1 —0
4 D-9210 19 230KV SWITCH STAND FOUNDATION ADD 17, REV 1 E
5 D-13744 2 230KV SINGLE PEDESTAL FOUNDATION ADD 1, REV 1
5 O X5-0 X2-0
6 D-13747 2 PCB FDN 11'— 0" x 11'-0" X 1'-6"
230KV MITSUBISHI GAS BREAKER
7 D-15813 6 SECURITY CAMERA POLE FOUNDATION
4 -0 x 4 -0 x 1 -6
8 D-15815 2 SECURITY ACCESS POST FOUNDATION
2 -0 x 2'-0" x 1 -6
9 D-17907 16 230KV 3000A GAS POWER CIRCUIT BREAKER ADD 15, REV 1
FOUNDATION FOR SIEMENS 50KA BREAKER
10 D-18742 11 55' DEADEND TOWER FOUNDATION
11
NOTES:
1. ALL NEW FOUNDATION ELEVATIONS SHALL MATCH EXISTING
FOUNDATIONS, UNLESS OTHERWISE NOTED.
2. STRUCTURAL CONCRETE, MINIMUM 28-DAY COMPRESSIVE STRENGTH, F'c = 4,000
PSI 51/2 SACKS CEMENT PER CUBIC YARD OF CONCRETE, MINIMUM AIR
ENTRAINING ADMIXTURE TO PROVIDE AIR CONTENT OF 5% PLUS OR MINUS 1.5%,
SLUMP 4" PLUS OR MINUS 1".
3. CONCRETE SHALL BE PLACED ON FIRM COMPACTED NATIVE SOIL. IF SOFT OR
WET SOILS ARE ENCOUNTERED, OVER -EXCAVATE AND REPLACE WITH IMPORTED
GRAVEL OR CRUSHED ROCK AS DIRECTED BY ENGINEER OR REPRESENTATIVE.
COMPACT TO 95% DRY DENSITY OR AS DIRECTED.
REFERENCE DRAWINGS
D-18730 SITE PLAN AND GENERAL NOTES
D-18734 GRADING AND FENCING PLAN
D-18739 STRUCTURAL PLAN
D-14569 STATION CONDUIT 230KV YARD
LEGEND
ElPROPOSED FOUNDATION
Q EXISTING FOUNDATION
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jtjohnson 05/09/2017 '
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ESWITCHTARD
5-18738± ZATa
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KEY PLAN
R-403516
THIS DRAWING SUPERSEDES D-2867_01
REVISION DESCRIPTION: WO NUMBER: 111023064 FOUNDATION PLAN
PERMIT SUBMITTAL 2 3 0 K V S W I T C H Y A R D
3
CAD
ENGINEER
REVIEWED
APPROVED
TALBOT HILL SUBSTATION
DATE ( M/D/Y ) PUGET SUBSTATION DRAWING NO REV NO
SOUND ENGINEERING DEPARTMENT D— 18738
ENERGY 1
SHEET: 1 OF 2
SCALE: 1 "= 207-0" CLASS: FILE NO:
J. a4 T 1 / 15-/1(, CADD NO: $$DGN$$ CODE: TAL
2 1
17
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