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N 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, RENTON STANDARD PLANS, AND THE CONTRACT,
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UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION.
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�i 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION.
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W 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START
I— OF CONSTRUCTION.
4.
THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN.
5.
ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS
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PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR
SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED
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EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY.
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6.
THE CONTRACTOR SHALL SALVAGE AND DELIVER ALL EXISTING SIGNAL EQUIPMENT SPECIFIED FOR REMOVAL BACK TO CITY OF RENTON,
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UNLESS OTHERWISE NOTED IN WRITING BY THE ENGINEER.
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7.
THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE
CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION.
8.
THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION.
9.
PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS.
10.
TYPE 1 AND TYPE 2 JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.10.
11.
THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR SIGNAL EQUIPMENT WITHIN EACH JUNCTION BOX.
12.
AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD
POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR
TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL
POTHOLE EACH LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR
SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED
STREETLIGHT POLES PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE
CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED.
13. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING SIGNAL EQUIPMENT SPECIFIED FOR REMOVAL,
UNLESS OTHERWISE NOTED. CAP AND ABANDON EXISTING UNUSED CONDUIT. REMOVE PORTIONS OF ABANDONED CONDUIT WHERE IN
CONFLICT WITH NEW CONDUIT, UNLESS OTHERWISE NOTED.
14. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM
CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
15. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE.
16. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA
STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS).
CONSTRUCTION NOTES:
O PROTECT EXISTING POLE TO REMAIN.
REMOVE EXISTING PUSHBUTTON SERVING EAST/WEST
O CROSSING AND REPAIR HOLES IN POLE WITH
WATERTIGHT SEAL AS APPROVED BY THE ENGINEER.
INSTALL ACCESSIBLE PEDESTRIAN PUSHBUTTON POST
O3 (PPB) WITH FOUNDATION PER WSDOT STANDARD PLAN
J-20.10. INSTALL TWO APS PUSHBUTTON ASSEMBLIES
ON POST PER WSDOT STANDARD PLAN J-20.26.
O TRAFFIC WORK BY OTHERS.
OROUTE NEW CONDUITS) AND CONDUCTORS INTO
EXISTING JUNCTION BOX.
O ADJUST JUNCTION BOX TO FINISHED GRADE.
OEXISTING LOOP WIRES TO REMAIN AND BE PROTECTED
IN PLACE.
O INSTALL SIGN ON A -FRAME STAND STATING
"CROSSWALK CLOSED, USE THIS CROSSWALK
jeI Know what�s below.
_. Call before you dig.
S. GRADY WAY
-------------------- - ------------ -
- -�. - -- - -
--------- -- ---------- ------ ------ - - -- -- - - - - - - -� ~` -
------- - -
© 6 3 5
... -- --r
2 1 3', 1 2' I
6 0
6 — — — — — — — — — — — — — — — -
3 I 5
3 4 5
5 i I
.� 7 I
WIRING SCHEDULE
®
RACEWAY
CONDUIT SIZE*
VEH DIET
2C(SH)
EVP DIET
3C(SH)
PPB
2C(SH)
VIDEO
VDCC CABLE
VEH/PED
5C
ILLUM
#8
OTHER
NO.
1
EX 3"
4 (EX)
2 (EX)
2 (0)
1
8 (EX), 1 (0)
2
EX 2"
5 (EX)
2 (0), 2
1 (EX)
3
EX 4"
4 (EX)
3 (EX)
2 (0)
1 (EX), 1
12 (EX), 1 (0)
4
EX 3"
4 (EX)
1 (EX)
1 (0), 1
1 (0)
3 (EX), 1 (0)
2 (EX)
5
EX 4"
6 (EX)
1 (EX)
1 (0), 1
1 (0)
3 (EX), 1 (0)
6
1.5" SCH40
2
7
1" SCH40
1
* ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST
CONDUCTOR (MINIMUM NO. 8) UNLESS OTHERWISE NOTED.
EX - EXISTING
0 - TO BE ADDED BY OTHERS
RECORD DRAWINGS
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION
PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD.
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1 BULLETIN # 1 LR 8/22/22 DZ SURVEM
2 BULLETIN #2 LR 9/30/22 DZ DESIGI APEX aoKe 1" = 20, �VMM�Wb, 991
3 BULLETIN #3 LR 10/25/22 DZ LR
ROW - AS-BUILTS LR 4/28/23 DZ DRAM
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NO. REVISION BY DATE APPR DZ W" A000"0"0u'
LARS ANDERSEN & ASSOCIATES, INC.
CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS
4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722
TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.MO11
4/28/2023
SCOTT A. MOMMER RCE 56573 DATE:
CITY OF
RENTON
s
Planning/Building/Public Works Dept.
LEGEND:
-••—••—••-
BOUNDARY LINE
----
MONUMENTED ROAD CENTERLINE
- -
PROPOSED R/W LINE
-----------
ON -SITE LANDSCAPE BUFFER LINE
E E
EXISTING UNDERGROUND ELECTRICAL
PROPOSED CONDUIT
PROPOSED CONDUIT BY OTHERS
a
PROPOSED ACCESSIBLE PEDESTRIAN
PUSHBUTTON (PPB)
J❑
JUNCTION BOX
PROPOSED CROSSWALK STRIPING
T-422201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
HOME DEPOT
CIVIL CONSTRUCTION PERMIT
TRAFFIC SIGNAL PLAN
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