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DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1 F5959
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PUBLIC WORKS SERVICE CABINET PLAN - 122.1
+ + .ApPROV D:
DEPARTMENT mar in FaStUCjyj8/2021 1 4:?
FN�C 44 .. DATE
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
UOMPUINIEIV'1NCHEDULE
OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264
W/ 5T" JAW AT 9:00 POSITION
OPANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, 1 PHASE, 3 WIRE, 18 CKT, IOK AIC
MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200
BOLT -ON BRANCH BREAKERS, EATON TYPE BAB:
2 - 20/2 ILLUMINATION A, B
1 - 20/1 ITS
1 - 20/1 GROUND FAULT RECEPTACLE
1 - 40/1 SIGNAL (IF PRESENT)
1 - 40/1 AUXILLIARY SIGNAL (IF PRESENT)
2 - 60/2 SMALL CELL BRANCH
1 - 1511 CONTROL
3 - 20/1 SPARE
O CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL,
SQD 891ODPA34VO2 -I REQUIRED
OPHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
50 PHOTO -CELL BYPASS SWITCH:
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
OGROUND FAULT RECEPTACLE: 20 AMP, 125 VAC, DUPLEX
CABINET:
CONSTRUCTION:
NEMA TYPE 3R, OUTDOOR PADMOUNT, 1/8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM
FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT
MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL
DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH
ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET,
"BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER,
PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW
DEADFRONT: HINGED AND SECURED WITH QUARTER -TURN FASTENERS
FINISH: MILL FINISH ALUMINUM
1 - REQUIRED
UL LISTED PER STANDARD #508A
"SUITABLE FOR USE AS SERVICE ENTRANCE"
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
SERVICE CABINET NOTES PLAN - 122.2
PUBLIC WORKS ���
DEPARTMENT kpp aPl'11IOIV0aattUC"8/2021 1 4
NTH ... DATE
TRES WEST ENGINEERS, INC.
2702 SOUTH 42ND STREET, SUITE 301
TACOMA, WA 98409-7315
w Phone:253.472.3300
Q TRES WEST www.treswest.com
ENGINEERS
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1211011
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R/W LINE
SIDEWALK
CURB
q ROADWAY
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
2' TO 4'
OVERHANG ,1
H' FACE OF
CURB TO
CENTER 'SL R W
OF POLE
ROADWAY
SIDE
PLANTER STRIP A�'.
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
H
25'
1 30'
35'
1 40' 7
7��
2' TO 4'
SL
1 1 W-3"
1 2N-3" 1
28'-3"
33'-3"
T
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0.188
0.219
0.219
TAPERED ALUM. POLE 'T' WALL
OVERHANG I'
ALLOY 6063-T6 SATIN GROUND FINISH
'H'
r HANDHOLE 4"x6" OPENING
/ W/COVER & S.S. SCREWS
/GROUND
LUG INSIDE POLE
INSIDE E�OLE•
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
I 'SL'
zY STD. PLAN - 124
+ .^ + PUBLIC WORKS LIGHT BASE AND JUNCTION BOX PROVED:
,A= $ DEPARTMENT LOCATION
NTH ATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2
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SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
6" 6" 1,-0" r 1 1,-0„
L
C'4 -GRADE LEVEL
CN
C14
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
SHIM TO PLUMB
SEE NOTE 3
L3o PIT
#4 HOOPS
�IIT
4 BAR E�AC CORNER
�TO
`6"" MIN
1"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
1'-6" + 2"
1'-6"
- - -
I
- -
#4 BAR EACH
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#4
CORNER
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_HOOPS
PLAN VIEW
CONDUIT ENTRANCE AREA,
SEE NOTE 5, STD PLAN 126.2
CONTROLLER CABINET FOUNDATION
CABINET FOUNDATION STD. PLAN - 126.1
DETAILS PUBLIC WORKS
APPROVED:
p DEPARTMENT Martin Pastucha 7/27/2022 1
F N 1 O ��u��"
DATE
4/2/2025
1 1 CITY OF RENTON REVISIONS (2/2E
NO. I REVISION
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A
CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF
SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL.
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABINETS SHALL BE
INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED
OUT PAST THE FOUNDATION.
6. CONCRETE CLASS PER STD PLAN 135.
7 2- CO SHALL BE PLACEDFROI ELECTRICAL SERVICE/BBS
ELECTRICAL SERVICE/BBS CABINET
TD TIT THE LER CABINET.
CAB8.
EACH CABINET SHALL HAVE A %" DIAMETER PLASTIC DRAIN PIPE.
CONTROLLER CABINET
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
11. WOODEN SHIMS SHALL NOT BE USED
12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3.
SHIM TO PLUMB
13. CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL
SHIM TO PLUMB
BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE
CAPPED OUT PAST THE FOUNDATION.
SEE NOTE 3
SEE NOTE 3
jM HOOPS
SHIM TO PLUMB
(EQUAL SPACES)
SEE NOTE 3
� IIIIIII
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6" MIN
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\EFRQ�NTIEW
Li t"
TO 2"
3 - #4 REINFORCING BAR (EQUAL SPACES)
3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 5
SEE NOTE 7
3/8" DIAMETER PLASTIC DRAIN
SEE NOTE 13
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COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
#4 HOOPS
3 - #4 REINFORCING BAR
(EQUAL SPACES)
CONTROLLER
ELECTRI AL
SERVICE BS
CABINET
CAB, T
10" WIDTH
+ 1"
WIDTH DTH 10"
+ 2"
PLAN VIEW
COMBINED CONTROLLER/ELECTRICAL
SERVICE/BBS FOUNDATION
�Y
CABINET FOUNDATION
STD. PLAN - 126.2
° PUBLIC WORKS
DETAILS
APPROVED:
. .
DEPARTMENT
�
7/27/2022 I
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FNZo„,.oPo"w
Martin Pastucha
DATE
DocuSign Envelope ID: 894DB72E-3255-4A63-AOF1-38A20AAF74CA
GENERAL NOTES:
1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL
GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES,
LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT
CONSTRUCTION LIMITS SHALL MEET CURRENT PROWAG ADA STANDARDS (I.E. JUNCTION BOXES
SHALL HAVE NON-SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED
AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS
OTHERWISE APPROVED.
9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, ALL DETECTION SHALL BE MAINTAINED AND REMAIN
FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL
BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH
THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE.
11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED,
WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING
PTZ CAMERA(S) REQUIRE RELOCATION.
12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL
LANE AND SHALL BE MUTCD COMPLIANT.
TRANSPORTATION NOTES STD. PLAN - 135
+ PUBLIC WORKS P OVED:
A DEPARTMENT :art stucha 5/2/2024 1
F N T DATE
SURVEYED:
DESIGNED:
DPH
DRAWN:
DPH
DPH 4/2/25 JCM CHECKED:
JCM
BY I DATE A P P R APPROVED: JCM
SCALE:
1 "=20'-O"
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
DIAMETER = 7/8"
i
4-7/8"
1/4" LOAD FUSE LINE 1/4"
1
1/8" OQ O 1/8"
CUTTING RINGS
• C TY OF
RENTON
fw�R
Planning/Building/Public Works Dept.
FUSE KIT
VV T E- 3r LII.0
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
♦ + STANDARD PLANS
1ST DATE: 04/04
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T-417304
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RENTON STANDARDS
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DATE:
4/0 /2025
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DETAILS
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SHEET: 23 OF: 37
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