HomeMy WebLinkAbout126.1#4
1'
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3
"
1'-1"2'-0"
#4
2'
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1'
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2
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1'-7"
#4
CHAMFERS NOT SHOWN
GENERAL NOTES:
1. FOUNDATION PADS AND RISERS SHALL BE CHAMFERED ON ALL EDGES.
TOP OF FOUNDATION PADS CONSTRUCTED WITHIN SIDEWALK SHALL BE
FLUSH WITH TOP OF SIDEWALK AND NO CHAMFER ON PAD EDGES. TOP OF
PAD SHALL BE FINISHED BY A CONCRETE CONTRACTOR.
2. CONCRETE SHALL BE CLASS 4000P.
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
WOODEN SHIMS SHALL NOT BE USED.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO THE CITY FOR APPROVAL.
5. CONDUIT SIZES/QUANTITIES SHALL BE INSTALLED PER THE CONTRACT
PLANS, EXCEPT EACH CABINET SHALL HAVE ONE 2" SPARE INSTALLED
BETWEEN CABINET AND CORRESPONDING JUNCTION BOX.
6. 2" CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE TO THE
CONTROLLER CABINET.
7. REBAR SHALL MEET ASTM A706 GRADE 60.
8. ALL REBAR DIMENSIONS ARE OUT TO OUT.
9. #3 BAR BENDS SHALL HAVE 1.5 INCH INSIDE DIAMETER FOR STIRRUPS AND
TIES, ALL OTHER BARS SHALL BE 2.25 INCH INSIDE DIAMETER.
10.#4 BAR BENDS SHALL HAVE 2 INCH INSIDE DIAMETER FOR STIRRUPS AND
TIES, ALL OTHER BARS SHALL BE 3 INCH INSIDE DIAMETER.
1"(TYP.)
5'
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0
"
6'-11"
3'
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0
"
6"
2'-6"2'-6"1'-11"
1'
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6
"
11
.
2
5
"
9.
2
5
"
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)(TYP.)(TYP.)
KEY NOTES
GRID OF #3 REBAR SPACED AT 1'-0" CENTERS LATERALLY AND
LONGITUDINALLY.
4" DIAMETER X 1/2" DEEP SUMP. SLOPE FOUNDATION WITHIN CABINET
FOOTPRINT TOWARD SUMP.
3/8" DIAMETER POLYETHYLENE TUBING FOR DRAIN. TUBING SHALL BE
STRAIGHT BUT SLOPE DOWNWARD A MINIMUM OF 1".
CONDUITS TO FIELD EQUIPMENT PER CONTRACT.
SERVICE ENTRANCE CONDUIT. ALIGN WITH SERVICE WIRE-WAY IN THE
CABINET.
SERVICE GROUND ELECTRODE CONDUITS.
GROUND ROD. GROUND RODS SHALL BE A MINIMUM OF 6 FEET APART,
GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05.
GROUND ROD WELL (GROUND TILE) - 12" DIAMETER CONCRETE.
(TYP.)
(TYP.)
2" CLR.(TYP.)
ELECTRICAL
SERVICE
CABINET
2"
C
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R
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Docusign Envelope ID: CAEEA226-F133-431A-9622-23AB6EE84358
4/14/2025 | 4:44 PM PDT