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DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF156lD7F
BOTTOM VIEW
LOOKING COLLAR\ 4' PIPE
r-
SET BOLT -,-,—'--THREAD ��THREAD FOR 4" PIPE
114" 20 S.S. SCREW WITH
FLAT AND LOCKING WASHER
INSIDE FOR BONDING
ANCHOR BOLT LOCK WASHER
HIX NUT
SQUARE FLAT WASHER
2114W 1/4)016"
SEE NOTE 7
'---LEVELING NUT SLOPS
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PEDESTAL MOUNTING DETAIL
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LOOKING
8"x8112" ACCE
DOOR LOCATE
FACING SIDE%
3 THREAD PROJECTION
ABOVE NUT
/—WRAP WITH TAPE TO
SEAL OUT GROUT
VTO PLASTIC DRAIN
TUBE ON LOW SIDE
OF FINISH GRADE
SQUARE BASE PEDESTAL
y o RECTANGULAR RAPID FLASHING STD. PLAN— 141.4
+ift+ PUBLIC WORKS BEACON (RRFB) DETAILS APPROVED:
DEPARTMENT _ 7/27/2022 1
'A � Martin Pastucha
F N1 DATE
5:44
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF156lD7F
PROVIDE ADEQUATE PROJECTION
TO ACCOMMODATE POLE BASE,
WASHER AND NUT PLUS THREE
THREADS MINIMUM ABOVE TOP OF
NUT, 4' MIN ON HIGH SIDE OF
FINISH GRADE. ANCHOR BOLTS
MAY BE CUT TO ACCOMMODATE
ANCHOR BOLT COVER.
TOP OF FOUNDATION
EXIST GROUND —\
NOTES:
1. SEE 141.2 AND 141.3 FOR ANCHOR RODS, FOUNDATION NOTES,
FOUNDATION DIMENSIONS, AND REBAR SIZES AND SPACINGS.
#4 BARE COPPER WIRE, ATTACHED TO
REBAR WITH APPROVED GROUNDING
CLAMP SEE NOTE 2 ON 141.2 AND 141.3
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PREMOLDED
JOINT FILLER [-- CONCRETE SIDEWALK
OR PAVED SURFACE
d O
\� 114' (IN) STEEL
\i ANCHOR RODS, SEE 1" (IN)O HOLE, TYP PLATE
FOUNDATION DETAIL
\� ON 141.2 AND 141.3���
ELECTRICAL CONDUIT - SEE \Q,\ V-1' (IN) BOLT
CONTRACT PLANS FOR DIAMETER CIRCLE
44a
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SEE DETAILS FOR ROUND
ANCHOR BOLT TEMPLATE
AND SQUARE FOUNDATIONS
ON 141.2 AND 141.3 FOR
DIMENSIONS
FOUNDATION ARRANGEMENT DETAIL - T/FDN A
T/SIDEWALK
PROVIDE ADEQUATE PROJECTION
TO ACCOMMODATE POLE BASE,
WASHER AND NUT PLUS THREE
THREADS MINIMUM ABOVE TOP OF
#4 BARE COPPER WIRE,
ATTACHED TO REBAR
SIDEWALK THICKENED
NUT, 4" MIN. ANCHOR BOLTS MAY
BE CUT TO ACCOMMODATE
WITH
EDGE, THICKNESS
REINFORCING STEEL
ANCHOR BOLT COVER.
TOP OF FOUNDATION
GROUNDING CELAMP SEE
NOTE 2 ON 141.2 AND 141.3
DEFIN DIDEWALK IN CONTRACT
PLANS. PLACE ABOVE AND
AROUND PERIMETER OF
BENDING DIAGRAM
FOUNDATION. INSIDE BENDING RADIUS OF #4 TIES EQUALS 2"
d° d °° a a -° Il 114
a---
1O 135' HOOK,
a II d I TYP
TYP el I I ANCHOR RODS, SEE
d
I I I I FOUNDATION DETAIL _ J
d a l l.a 11 ON 141.2 AND 141.3
a HOOK, TYP
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ELECTRICAL CONDUIT - SEE r�
CONTRACT PLANS FOR DIAMETER I \
SEE DETAILS FOR ROUND 4
AND SQUARE FOUNDATIONS
ON 141.2 AND 141.3 FOR
DIMENSIONS
FOUNDATION ARRANGEMENT DETAIL - T/FDN BELOW SIDEWALK DIMENSIONS ARE OUT TO OUT
*Y o RECTANGULAR RAPID FLASHING STD. Pam— 141.5
+ PUBLIC WORKS BEACON (RRFB) DETAILS t�FPBOVED:
A DEPARTMENT Martin Pastucha 7/27/2022 1
F N 1 DATE
SURVEYED:
DESIGNED:
NS
DRAWN:
NS
CHECKED:
BP
BY DATE APPR APPROVED:
BP
SCALE:
NONE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
5:44
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
EIWIMNNW_�nENEI
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
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LOAD
CUTTING R.1—
FUSE KIT
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INLINE SPLICE
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LINE 1 /d"
SPLICE KIT
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FUSE KIT & SPLICE KIT DETAILS
'y p� ADOPTED
CITY OF RENTON
STANDARD PLANS
�LN.rO$ LST DATE: 04/04
DWG NAME: J013 SP PAGE: J013
T-432623
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ETRANSPORTATION OPERATION
rnes 08/07/2025 '
HAZEN HIGH SCHOOL MODERNIZATION
ELECTRICAL DETAILS
DATE:
07.11.25
PAGE:
E905
SHEET. OF:
76 OF 76
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