HomeMy WebLinkAboutT-404357Y
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DocuSign Envelope ID: 1316CE03A-ED99-41711-13559-FE13382C92131`13
INPUT
724 B
725 W
744
m 745
764
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OUTPUT
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612
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613
GREEN
614
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616
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621
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622
YELLOW
623
GREEN
624
SPARE
626
SPARE
631
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632
YELLOW
633
GREEN
634
SPARE
636
SPARE
641
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642
YELLOW
643
GREEN
644
SPARE
636
1 SPARE
CABINET WIRING NOTES:
1. GREEN & YELLOW PHASES WITHOUT WIRE
CONNECTIONS SHALL RECEIVE 5W RESISTORS
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02 N
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01
STANDARD PHASE NUMBERING
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POLE #1
611=LEFT RED
612=YELLOW
621=RIGHT RED
MAST ARM
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1�R 632=YELLOW
�0641=RIGHT RED
POLE #4
POLE #3
J-BOX
GENERAL WIRING NOTES:
1. POLE LAYOUT SHOWN AS AN
EXAMPLE. NUMBER OF POLES, TYPES OF
POLES, AND POLE LOCATIONS MAY VARY.
UtitY p� HAWK SIGNAL WIRING DIAGRAM TD. PLAN- 138.2
� � � PUBLIC WORKS (HIGH —INTENSITY ACTIVATED tj,pP ROVED:
DEPARTMENT CROSSWALK BEACON CiL 7/30/2018
DATE
DocuSign Envelope ID: 1316CE03A-ED99-41711-13559-FEB382C92131`13
(4) STANDARD SLOTS ACCEPTING:
(4) 1 Y2"-2"O X L* GALVANIZED
ANCHOR BOLTS
*ANCHOR BOLT LENGTH SH
DETERMINED BY POLE
MANUFACTURER
1.5"-2" A36 STEEL PLATE
18-22"0 BOLT CIRCLE
TYPE PS
SIGNAL STANDARDS
LIP%Trc+
18"-22" SQ
1
BASE PLATE DETAIL
(TYPE III SIGNAL POLE)
LUMINAIRE, MOUNTING
AND SHROUD PER
CITY OF RENTON
STANDARD PLANS l
117.1 AND 117.3
N
27"
POLE AND ALL RELATED
HARDWARE AND COMPONENTS
SHALL BE PAINTED RAL 9005TX
"JET BLACK"
POLE AND MAST ARM PER POLE MANUFACTURER'S PLANS
O
1
2 3
Idl
b
a
SIGNAL HEAD DISPLAY CLEARANCES
HORIZONTAL DISTANCE
FROM STOP LINE TO
HAWK SIGNAL HEAD
40'
45'
50'
53' — 180'
HAWK SIGNAL HEAD
VERTICAL CLEARANCE
MIN.
MAX.
MIN. MAX.
MIN.
MAX.
MIN.
MAX.
16.5'
17.5'
1 16.519.2'
16.5'
20.9'
16.5'
22.0'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK:
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO
ACCOMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMEN
REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND AB(
THE TOP OF THE TOP HEAVY —HEX NUT
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN
CONTRACT PLANS, PLACE ABOVE AND AROUND FOUNDATION
TOP OF FOUNDATION ELEVATION, LOCATE AT BOTTOM OF SIDEWAL,,
ELEVATION. SIDEWALK DEPTH PER PLAN
CURB OR EDGE OF SHOULDER -----
LIMITS OF VERTICAL CLEARANCE REQUIREMENTS
TYPE II, III & SD SIGNAL STANDARDS
LEGEND
TYPE M MOUNTING COUPLING INSTALLED AT
OFFSET INDICATED IN PLANS.
FIELD INSTALLED. T
O3 LOCATION SHALL BE APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION.
O4 SEE CITY OF RENTON STANDARD PLAN 117.3.
G. VEHICLE DISPLAY f. LUMINAIRE
b. MAST ARM MOUNTED SIGN g. PEDESTRIAN DISPLAY
C. NOT USED h. TERMINAL CABINET
d. PRE—EMPT DETECTOR i. APS PUSH BUTTON
e. POST MOUNTED SIGN j. HANDHOLE
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SEE
WSDOT
STANDARD
PLAN
J-26.10
AND
J-26.15
FOR
ADDITIONAL
FOUNDATION
INFORMATION
ti2Y p HAWK SIGNAL POLE ELEV.
PUBLIC WORKS (HIGH —INTENSITY ACTIVATED t�pa�
OPROVED:N- 138.3
�,$ DEPARTMENT CROSSWALK BEACON (�L 7/30/2018
DATE
T-404357
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SHEET: 53/SIG-9
OF: 70
JOB NO.: 17534
DWG: DETS—PDFS—SH 35