HomeMy WebLinkAbout126.2#41'
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3
"
2'-0"2'-6"
#4
2'
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6
"
1'
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1
1
"
3'-6"
#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.)
6'
-
9
.
5
"
7'-10"
3'
-
0
"
1'
-
6
"
2'-0"2'-0"3'-10"
2'
-
3
.
5
"
11
.
2
5
"
9.
2
5
"
(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.
2" CLR.(TYP.)
TRAFFIC SIGNAL
CONTROLLER
CABINET
2"
C
L
R
.
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T
Y
P
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Docusign Envelope ID: CAEEA226-F133-431A-9622-23AB6EE84358
4/14/2025 | 4:44 PM PDT