HomeMy WebLinkAboutT-433004SE 7/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M.
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DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
INSTALL DECAL NUMBERS/LETTERS VERTICALLY.
DECAL NUMBERS/LETTERS, SEE NUMBERING
EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN
DRY WEATHER, 50F OR ABOVE
1
2
3
4
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5
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6
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NUMBERING EXAMPLE
MOUNTING HEIGHT DETAIL
1-3/4" TO 2"
90,
PEDESTRIAN SCALE
CURB DECAL
TRAFFIC
FLOW
DECALORENTATNIN
FOR POLES SHOWN ON STD PLAN 11&1
90. PEDESTRIAN SCALE
DECAL
PEDESTRIAN SCALE �ZURB
CURB DECAL
TRAFFIC TRAFFIC
FLOW FLOW
DECAL ORIENTATION
FOR POLES SHOWN ON STD PLAN 1172
/-PEDESTRIAN SCALE
Y SCALE
TRAFFIC
FLOW
DECAL ORIENTATION
FOR POLES SHOWN ON STD PLAN 117.1 & 117.1A
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ROADWAY SCALE DECAL PEDEFnVAN SCALE DECAL
DECAL NOTES:
1. DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, GOLD OR WHITE LEGEND ON
BLACK BACKGROUND
Y LUMINAIRE STANDARD DECAL
STD. PLAN - 121
PUBLIC WORKS NUMBERING SYSTEM
• . APPROVED:
p DEPARTMENT Martin Pastucha 7/27/2022
N T DATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2
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SIZE TO FIT SIZE TO FIT
CABINET CABINET
6" 6" 1'-0" 1,-On
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1L -GRADE LEVEL
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FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
SHIM TO PLUMB
SEE NOTE 3
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IIT 4 BAR EEAC I CORNER
- - - - ,.
`6" MIN 1» TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
V-6" + 2" V-6"
- - - - - #4 BAR EACH
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PLAN VIEW CONDUIT ENTRANCE AREA,
SEE NOTE 5, STD PLAN 126.2
CONTROLLER CABINET FOUNDATION
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CABINET FOUNDATION
STD. PLAN - 126.1
• ° PUBLIC WORKS
DETAILS
APPROVED:
DEPARTMENT
7/27/2022 1
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Martin Pastucha
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,IMT,ND,OR,WA)
07-28-2025
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
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v o� SERVICE CABINET T.A.. PLAN - 122.1
+ PUBLIC WORKS �pPgOV D:
DEPARTMENT Marton PaStuCfY218/2021 4:
F N - DATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
ELECTRICAL SERVICE/BBS CABINET
CONTROLLER CABINET
SHIM TO PLUMB
SEE NOTE
3 - /4 REINFORCING BAR (EQUAL SPACES)
SEE NOTE 5 -
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" CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS
CABINET TO THE CONTROLLER CABINET.
B. EACH CABINET SHALL HAVE A %" DIAMETER PLASTIC DRAIN PIPE.
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.
- 13. CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL
IB BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE
CAPPED OUT PAST THE FOUNDATION.
SHIM TO PLUMB
ESE�SEE NOTE 3
2"
FRONT VIEW Lj
3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 7
3/8" DIAMETER PLASTIC DRAIN
-SEE NOTE 13
3 - #4 REINFORCING BAR
(EQUAL SPACES)
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HORIZONTAL
COMBINED FOUNDATION
RE" BAR DIAGRAM
6 PIECES
PLAN VIEW
COMBINED CONTROLLER/ELECTRICAL SERVICE/BBS FOUNDATION
Y CABINET FOUNDATION
STD. PLAN - 126.2
PUBLIC WORKS DETAILS
• ° APPROVED:
DEPARTMENT °�°-•°� 7/27/2022
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DATE
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400
520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033
STELLA OH I STELLA@TENW.COM 1 206-412-6743
REVISION
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E56OAA1F5959
UOMPONIEN"1' SCHEDULE
OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264
W/ 5TH JAW AT 9:00 POSITION
OPANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, 1 PHASE, 3 WIRE, 18 CKT, I OK 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
I - 20/1 ITS
I - 20/1 GROUND FAULT RECEPTACLE
I - 40/1 SIGNAL (IF PRESENT)
I - 40/1 AUXILLIARY SIGNAL (IF PRESENT)
2 - 60/2 SMALL CELL BRANCH
I - 1511 CONTROL
3 - 20/1 SPARE
OCONTACTOR: 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
OPHOTO -CELL BYPASS SWITCH:
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
GROUND FAULT RECEPTACLE: 20 AMP, 125 VAC, DUPLEX O
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 T PLAN - 122.2
PUBLIC WORKS .._L D:
A DEPARTMENT Martin APPROV�aStLIClJl48/2021 4
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:
DEPARTMENT 5/2/2024 1
'fMartin Pastucha
F N T DATE
SURVEYED:
OTHERS
DESIGNED:
DRAWN: ARC
ARC
CHECKED:
SSO/GMD
BY DATE A P P R APPROVED:
GMD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
1;R] NbZVF
RENTON
Planning/Building/Public Works Dept.
11
1
1/4" LOAD LINE 1/4"
FUSE
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CUTTING RINGS
FUSE KIT
VV T C 3r LII.0
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
♦ + STANDARD PLANS
1ST DATE: 04/04
.... ., nwr MAXAF•..In l l Sp par;-- X)1 3
T-433004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING
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DATE: V J
SOLERRA 07.28.2025
FIELDBOOK:
ILLUMINATION PLAN DETAILS PAGE:
DRAWING NO:
10823, 10815, 10824 145TH PL SE IL-04
RENTON, WASHINGTON 98059 SHEET:
4 OF:5
TENW PROJECT NO. 2024-276