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AP REMOVE CONTROL SYSTEM RECEIVER
400 AC CONTROL CABINET
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SEE STD PLAN 141.2
[1TIRCULAR FLASHING BEACON WITH CONTROLLER DETAILS
NOT TO SCALE
DATE
DESIGNED BY TDL 08/25/2025
DRAWN BY MPL 08/25/2025
REVIEWED BY TDL 08/25/2025
REVISION
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GROUT
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SEE STD PLAN 141.2
CIRCULAR FLASHING BEACON DETAILS
NOT TO SCALE
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-578FF1561D71F
LOOKING COLLAR
SET BOLT -
ANCHOR BOLT
HEM( NUT
n /1T•/1 � I III — A I
Z_4" PIPE
THREAD FOR 4" PIPE
1l4" 20 S.S. SCREW WITH
FLAT AND LOCKING WASHER
INSIDE FOR BONDING
SQUARE FLAT WASHER
2114'x2114"x3/16"
SEE NOTE 7
-VELING NUT
x x
0 cn
= z
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O 0 W
PEDESTAL MOUNTING DETAIL
Z0
0
LOOKING COL' "^
8"x81/2" ACCESS
DOOR LOCATE
FACING SIDEWALK
3 THREAD PROJECTION
ABOVE NUT
WRAP WITH TAPE TO
SEAL OUT GROUT
1/2"0 PLASTIC DRAIN
TUBE ON LOW SIDE
OF FINISH GRADE
SQUARE BASE PEDESTAL
�Y o RECTANGULAR RAPID FLASHING STD. PLAN— 141.4
PUBLIC WORKS BEACON (RRFB) DETAILS %�._
PPROVED:
DEPARTMENT 7/27/2022
Martin Pastucha
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DATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1 561 D7F
ACORN TYPE
O #4
ALUMINUM POLE CAP
NOTES:
TOP OF POLE
1
NUTS SHALL BE TIGHTENED TO 50 FT-LBS MAX. TORQUE.
0 #4 (8) REaD
2.
SUPPLEMENTAL GROUNDING CONDUCTOR SHALL BE
°
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NON -INSULATED 44 AWG STRANDED COPPER AND SHALL BE
q ®
2N
CLAMPED TO VERTICAL REBAR WITH A CONNECTOR SUITABLE FOR
USE IN CONCRETE: PROVIDE T-O' MIN SLACK. ATTACH TO POLE
/ \
GROUNDING STUD WITH A FULL CIRCLE CRIMP -ON CONNECTOR
(CRIMPED WITH A MANUFACTURER RECOMMENDED CRIMPER).
ELECTRICAL '
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3.
JUNCTION BOX SERVING THE STANDARD SHALL PREFERABLY BE
CONDUIT ® j
LOCATED 6-0" (10'-0" MAX) FROM THE STANDARD, AND INSTALLED
°
° %
PER STANDARD DETAIL 120.
CENTER ANCHOR BOLT
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4.
CONCRETE SHALL BE CLASS 4000P.
ASSEMBLY IN FOUNDATION ��—
5.
ANCHOR RODS: CONFORM TO ASTM F1554 GRADE 55.
(NOT SHOWN TO SCALE)
6.
NUTS: CONFORM TO ASTM A-563 GRADE DH.
-coo
7.
SQUARE PLATE WASHERS: CONFORM TO ASTM A572 GRADE 50.
SECTION
z
8.
ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE HOT DIPPED
A
GALVANIZED PER ASTM F2329.
NOT TO SCALE
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9.
BOLT CIRCLEIHOLDER/FLAT CIRCULAR WASHER: CONFORM TO ASTM
co
A36 AND GALVANIZED PER ASTM A123.
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10.
REBAR: CONFORM TO ASTM A706 GRADE 60.
a
11.
SEE FOUNDATION ARRANGEMENT DETAIL ON 141.5 FOR ADDITIONAL
INFORMATION.
12.
BOLT CIRCLE NOT SHOWN TO SCALE.
LL
13.
DO NOT USE THIS DETAIL FOR SITES WHERE SOIL CONSISTS OF SOFT
~
CLAY, PEAT OR ANY OTHER SOIL WHERE A SMALL DIAMETER REBAR
LOCKING COLLAR
�
(#5 OR SMALLER) OR METAL PROBE PENETRATES EASILY TO 6" OR
SEE PEDESTAL
4' PIPE =
MORE OF DEPTH WHEN THE FULL WEIGHT OF A PERSON IS APPLIED,
MOUNTING DETAIL
PROVIDE A CUSTOM FOUNDATION SEALED BY A WASHINGTON STATE
ON STD PLAN 141.4
LICENSED CIVIL OR STRUCTURAL ENGINEER.
14.
MAX COMBINED WIND AREA OF SIGNS, SOLAR PANEL, AND BEACONS
ANCHOR BOLT
SHALL NOT EXCEED 16 SQUARE FEET PER POLE.
GROUT
1 #4 (3) REQ'D
3/4" (IN) CHAMFER, TYP
UNPAVED SURFACE
PAVED SURFACE
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ELECTRICAL CONDUIT-
SEE CONTRACT PLAN
#4 (5) READ
ANCHOR ROD ASSEMBLY -
SEE ANCHOR ROD TEMPLATE
I I
DETAIL ON 141.5 FOR CIRCLE DAM
---�--I"
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ANCHOR ROD TEMPLATE-
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(2) REQ'D PER ASSEMBLY
ANC(HO)R ROD -))——+—�—J.
AD
(4) 411EQ'D3PERNASSEMBLRI
314"o DAM STEEL
21/2" CLR,
HE HEX NUTS-
(4) REQ'D PER ANCHOR ROD
c� a
TYP T-O"
FLATWASHERS-
ROUND P
(4) REQ'D PER ANCHOR ROD
SEE NOTE 9
ELEVATION
ROUND CONCRETE FOUNDATION DETAIL
(SEE 141.3 FOR SQUARE FOUNDATION OPTION)
�Y o
RECTANGULAR RAPID FLASHING
STD. PLAN— 141.2
Pj?,]�OVED:
PUBLIC WORKS
BEACON (RRFB) DETAILS
DEPARTMENT
7/27/2022
p
Martin Pastucha
FN �o
DATE
transpogroup
WHAT TRANSPORTATION CAN BE. iF
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
5:44
TRANSPORTATION OPERATION
cbarnes 09/23/2025
5:44
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R-435496