HomeMy WebLinkAboutT-394606PHASE SEQUENCE DIAGRAM
GENERAL NOTES
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VEHICLE MOVEMENT
► PEDESTRIAN MOVEMENT
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7 8 '
SIGNAL HEAD ASSIGNMENTS OO
R 12"
Y 12"
G 12"
VEHICLE HEADS:
WIRE NOTES
12"
D12" 12"
w D
12" 12"
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VEHICLE HEADS: VEHICLE HEADS:
# 22 # EX23, 24
71; MAIN AV 7 �v�
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OJ\� QUO O�,P
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1
EX
1
EX WIRING TO REMAIN
2
EX
1
EX WIRING TO REMAIN
3
EX
1
1
EX WIRING TO REMAIN
NOTES:
1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC
SCH40, EXCEPT UNDER VEHICLE TRAVEL WAY USE RIGID
PVC SCH80.
2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE
GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO
NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A
DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY
OF RENTON".
VEHICLE SIGNAL HEAD REVISIONS
NUMBER REVISION DESCRIPTION
G
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O NOTES:
1. ALL EXISTING VEHICLE SIGNAL HEADS AND
PEDESTRIAN SIGNAL HEADS SHALL REMAIN UNLESS
NOTED OTHERWISE.
2. ALL NEW VEHICLE SIGNAL HEADS AND
RETROFITTED VEHICLE SIGNAL HEAD MODULES
SHALL BE LED TYPE. ALL SIGNAL HEAD HOUSINGS
AND TUNNEL VISORS SHALL BE YELLOW COLOR
AND ALL BACKPLATES SHALL BE BLACK COLOR
(FRONT) AND YELLOW COLOR (BACK) PER SPECIAL
PROVISIONS.
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1 • ALL WORK SHALL BE COMPLETED IN THE ACCORDANCE WITH WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS,
LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND
THESE PLANS.
2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR
SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE.
4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION
II MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423.
IJ 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL
LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION.
6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION.
L----- — 7. ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS.
12 �. ...., . .
----� 3 (TYP) 8• ALL PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH WHITE, YELLOW OR TAN
MATERIAL WHILE NOT IN OPERATION.
r'r. -T--• 1.1 1 ^ •1-���.^ •• • • • •i `_ S
9. REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH THE EXISTING SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE
/ \ / PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT WITH THE NEW SYSTEM
- - - = - - - - - - _ SHALL BE REMOVED UNLESS NOTED OTHERWISE IN THE PLANS.
• : • 10. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON
• STANDARD PLAN 119.
24 2 ® .
. CONSTRUCTION NOTES
NOTE:
VIDEO VEHICLE
DETECTION SHALL BE
INSTALLED PRIOR TO
MODIFICATION OF
SOUTH BOUND VEHICLE
INDUCTION LOOPS.
• ® • O O FURNISH AND INSTALL ONE VEHICLE SIGNAL HEAD AND MOUNTING BRACKET ON THE EXISTING MAST ARM PER VEHICLE
SIGNAL HEAD ASSIGNMENTS, THIS SHEET. REUSE EXISTING WIRING TO THE EXISTING TRAFFIC SIGNAL CONTROLLER CABINET.
SEE SPECIAL rrtvviSwrva.
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DISCONNECT EXISTING LEFT TURN LOOP LEAD—IN SPLICES IN THE EXISTING JUNCTION BOX. REMOVE UNUSED EXISTING WIRING
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TO THE TRAFFIC CONTROLLER, PRESERVE AND PROTECT EXISTING CONDUIT/WIRING TO REMAIN. SEE SPECIAL PROVISIONS.
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O3
EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED OR REMOVED BY GRINDING (DISCONNECT LOOPS SPLICES IN THE
4 0
0
JUNCTION BOX PRIOR TO GRINDING. REMOVE ALL ASSOCIATED WIRING TO THE EXISTING TRAFFIC SIGNAL CONTROLLER
11
�
CABINET.
01 0
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LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. TERMINATE ALL NEW FIELD WIRING IN THE CONTROLLER
•.
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CABINET. ONLY JOURNEY LEVEL WORK IS ALLOWED IN THE CABINET. COORDINATE ALL WORK WITH THE THE ENGINEER.
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REMOVE ONE EXISTING REGULATORY SIGN R3-5R (RIGHT TURN ONLY) AND REPLACE WITH ONE REGULATORY SIGN R3-6R
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(THRU AND RIGHT ONLY) SIGN ON EXISTING MAST ARM.
3. MINIMUM HORIZONTAL SPACING BETWEEN CENTER PLAN
OF VEHICLE SIGNAL HEADS 21, 22, EX23 SHALL :�*
LEGEND
BE 8'. VEHICLE SIGNAL HEAD 21 SHALL BE
LOCATED WITHIN THE COMBINATION THRU/RIGHT 0 10 20 40 60 EXISTING
TURN LANE FOR THE NORTHBOUND APPROACH.
SCALE IN FEET
UNPAVED AREAS -- -- PAVED AREAS
RESTORE SURFACE PER 12" VERTICAL SAWCUT SEAL
SPECIAL PROVISIONS 8-02. --,, (TYP) `JOINT WMf PAVING ASPHALT
UTILIZE NATIVE
BACKFILL OR z
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CSTC WHERE
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NATIVE IS N
UNSUITABLE AND
°
AS DIRECTED BY
THE ENGINEER
7 7
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EXISTING PAVING
ASPHALT
EXISTING SUBGRADE
RESTORATION PER PLANS
CONDUITS PER PLANS
COMPACTED GRAVEL
BACKFILL FOR PIPE ZONE
BEDDING, PER WSDOT STD
SPEC 9-03.12(3)
2„ 2"
NOTES: MIN VARIES MIN
1. EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE
CONDUIT PLACEMENT.
2. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING
MATERIAL AND COMPACTED TO 95% MAX DENSITY.
3. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO ENSURE NO DAMAGES
TO THE CONDUIT.
4. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED
SURFACING TOP COURSE, PER WSDOT STD SPEC 9-03.9(3).
CONDUIT TRENCH DETAIL
NITS
AC JC 7 19 17
BY APP. DATE
SURVEYED:
KPG
DRAWN BY:
BAC
DESIGN BY:
BAC
CHECK BY:
JC
PROJ MGR:
JF
FILE: 14080SIG.dwg
KPG
Interdisciplinary
Design
3131 Elliott Ave
2502 Jefferson Ave
Suite 400
Tacoma, WA 98402
Seattle, WA 98121
(253) 627-0720
(206) 286-1640
www.kpg.com
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REMOVE ONE EXISTING REGULATORY SIGN R3-5A (THRU ONLY) AND REPLACE WITH ONE REGULATORY SIGN R3-6L (THRU
AND LEFT ONLY).
NEW
DESCRIPTION
O7
REMOVE ONE EXISTING REGULATORY SIGN R3-5L (LEFT TURN ONLY).
DECORATIVE SIGNAL POLE WITH MAST
ARM AND DECORATIVE LUMINAIRE
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REMOVE ONE EXISTING REGULATORY SIGN R3-2 NO LEFT TURN).
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TYPE I OR TYPE PS SIGNAL POLE Oj
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RELOCATE EXISTING RIGHT TURN VEHICLE SIGNAL HEAD TO THE EXISTING SIGNAL POLE PER VEHICLE SIGNAL HEAD
ASSIGNMENTS AND NEW MOUNTING BRACKET, THIS SHEET.
ROADWAY LUMINAIRE AND POLE
10
INSTALL ONE VIDEO DETECTION CAMERA ON THE EXISTING SIGNAL MAST ARM FOR THE SOUTH BOUND APPROACH. FOR VIDEO
DECORATIVE PEDESTRIAN LUMINAIRE AND
DETECTION DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS.
POLE
INSTALL ALL ASSOCIATED VIDEO DETECTION SYSTEM EQUIPMENT IN THE EXISTING SIGNAL CONTROLLER CABINET. COORDINATE
*
LED UPLIGHT LUMINAIRE
ALL WORK WITH THE ENGINEER.
VEHICLE SIGNAL HEAD
12
VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE
PEDESTRIAN SIGNAL HEAD
ENGINEER IN THE FIELD.
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EMERGENCY PRE—EMPTION DETECTOR Oj
13
RELOCATE VEHICLE SIGNAL HEAD EX23 AS NEEDED TO MAINTAIN MINIMUM 8' HORIZONTAL SPACING BETWEEN CENTER OF
�
VEHICLE DETECTION CAMERA
VEHICLE SIGNAL HEADS.
a
PTZ CAMERA Oj
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FURNISH AND INSTALL ONE VEHICLE SIGNAL HEAD AND MOUNTING BRACKET ON THE EXISTING MAST ARM PER VEHICLE
TRAFFIC SIGNAL MOUNTED SIGN
SIGNAL HEAD ASSIGNMENTS, THIS SHEET. INSTALL NEW WIRING TO THE EXISTING SIGNAL POLE MOUNTED TERMINAL CABINET.
REUSE EXISTING WIRING FROM SIGNAL POLE MOUNTED TERMINAL CABINET TO THE TRAFFIC SIGNAL CONTROLLER CABINET. SEE
m
TRAFFIC CONTROLLER CABINET
SPECIAL PROVISIONS.
CK
ELECTRICAL SERVICE CABINET
SIGN SCHEDULE
0
INTERCONNECT CABINET
'R IRRIGATION CONTROLLER
m B 0 JUNCTION BOX TYPE 1, 2& 8
E3 SMALL CABLE VAULT
r--------- i
L_________J VEHICLE VIDEO DETECTION ZONE
- - CONDUIT
0
SIGNAL POLE NOTE
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O
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CONSTRUCTION NOTE
R3-6R (30" x 36")
R3-6L (30" x 36")
A
WIRE NOTE
NOTE:
0
SIGN NOTE
1. SIGNS ARE NOT TO SCALE.
2. ALL SIGN DIMENSIONS SHALL BE
VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION.
LUMINAIRE SCHEDULE NOTE (SEE SHEET
3. FOR MAST ARM MOUNTED STREET
NAME SIGN USE 12 INCH C-SERIES NUMERALS AND LETTERS.
O
23 FOR LUMINAIRE SCHEDULE)
4. BACK OF MAST ARM SIGNS AND
MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM COLOR.
RECORD DRAWING
Information shown on this record drawing
describes as —designed components and/or
as —constructed components. Information
regarding as —constructed components was
provided by others and was not verified.
CITY OF RENTON MAIN AVENUES DRAWING NO. 27
(S 3RD STREET TO MILL AVENUE S)
PROJECT NO. 14080
lqzus7iPublic Works Department
SIGNALIZATION PLAN FED AID NO.
APPROVED FOR CONSTRUCTION DATE: OCT 2016
MAIN AVE S & HOUSER WAY S
BY: DATE: SHEET NO. 27 OF 44