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WIRING SCHEDULE
CONSTRUCTION
NOTES
TEL
INTER.
O1
REMOVE EXISTING SIGNAL
HEADS. REMOVE WIRING BACK TO CONTROLLER
O2
ABANDON EXISTING LOOP
DETECTION AND REMOVE ASSOCIATED
WIRING BACK TO CONTROLLER.
O3
BRING NEW CONDUIT INTO
EXISTING JUNCTION BOX.
O4
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FROM EXISTING SIGNAL POLE MAST ARM.
REMOVE WIRING BACK TO
CONTROLLER.
O5
REMOVE PED HEAD AND PUSH BUTTON FROM EXISTING SIGNAL POLE FOR
CEDAR RIVER PARK DRIVEWAY CROSSING.
WIRING SCHEDULE
Q Ob
ROADWAY
TEL
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NOTES
CONDUIT
SIZE
N0.
1
2"
1
2
EX
1
EXISTING CONDUCTOR TO REMAIN
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No. Date
544+00
ILL
sow son 4no NNW 6� now GOO GEM sow
MW am MW vow 40M 4mas 40� MM MW IMM 4� vow mm own now MM sow MW 4m� MW sow ame goo M� now 0� MM MW mom 4� 40M Goo mom �w MW MW
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425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
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SCALE
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SCALE
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20 1 b 6 FEET 20 4'0
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Drawn 8y Date
mis 5/05
Designed
� 5 05
Checked By
WE 5 05
Approved By
SCALE
Horiz'._20,
CITY OF R
browing No.
SG4
MAPLE VALLEY HIGHWAY (SR1 69)/
SHARI'S DRIVEWAY INTERSECTION
SIGNAL PLAN
Vert
N/A
Sheet No.
21 32
of Total_
ProjectNumber
21031