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INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50° F OR
ABOVE
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EXAMPLES
LED TYPE
WATTAGE
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TRAFFIC
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FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2, 117.4
1-3 4' TO 2' 0.88"
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DECAL:
REFLECTORV ED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
STREET LIGHT STANDARD STD. PLAN- 121
PUBLIC WORKS DECAL NUMBERING SYSTEM PRC
DEPARTMENT
ANTFf 46n A
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
SHIM TO PLUMB
2 SEE NOTE 3
SHIM TO PLUMB
SEE NOTE 3
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 THE CONTROLLER AND CONTACTOR
CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE
2" SPARE CAPPED OUT PAST THE FOUNDATION.
6. CONCRETE CLASS PER STO PLAN 135,
7. 2" CONDUIT SHALL BE PLACED FROM THE COMBINED BBS/CONTACTOR
TO THE CONTROLLER CABINET.
8. 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
//4 HOOPS SHIM TO PLUMB
(EQUAL SPACES) SEE NOTE 3
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2"
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6" MIN 1" TO 2'
AC
FRONT wEw
3 - #4 REINFORCING BAR (EQUAL SPES) DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 5
SEE NOTE 7
3/8" DIAMETER PLASTIC DRAIN
SEE NOTE 5
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HORIZONTAL
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
#4 HOOPS 3 - #4 REINFORCING BAR
(EQUAL SPACES)
CONTROLLER CONBTACTOR
CABINET CABINET
10" WDTH 5- WIDTH 10"
+ 1" + 2•
PLAN VIEW
COMBINED CONTROLLER/BBS/CONTACTOR FOUNDATION
CABINET FOUNDATION
PUBLIC WORKS DETAILS
a
DEPARTMENT
STD. PLAN - 126.2
139VED: 3/13/2019 1 4:1
�- DATE
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
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PUBLIC WORKS 29
SERVICE CABINET ppPROVE:PLAN - 122.1
�•� EPAR MENTBn PaStuCfYd8/2021 1 4:
N 10 DATE
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
GENERAL NOTES:
1. 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).
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
3. 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).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER
DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
7. 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.
8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE
INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
Gti TRANSPORTATION NOTES STD. PLAN - 135
®� PUBLIC WORKS A ROVED:
DEPARTMENT GAZ 3/13/2019 1 4
DATE
31
1
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
COMPONEN I SCHIEIUULE
OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264
W/ 5TH JAW AT 9:00 POSITION
O PANELBOARD: 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
4O PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
SO 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 BREAKE(S) SHALL BE ADDED WHEN APPLICABLE
U�c O PUBLIC WORKS SERVICE CABINET NOTES ZD,wPLAN - 122.2 ,��pp �
DEPARTMENT M BPFtI IOIV0a$tu Cha 8/2021 1 4 :
N 8B8131 8 44 ... DATE
"BAND• - -- _ ---
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
4" MIN. T
EDGE OF
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GALVANIZED BOLT WITH
GALVANIZED WASHERS.
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2- (IN) POST WITH A 2 1/4- (IN) PSST ANCHOR OR A 2
1/4- (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
/ ROADWAY
30'---•1
90'
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3*(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
81014 FACE ORIEIIII II
SIGN POST
--
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LOWER SIGN
POST
5 16" IN CORNER BOLT
3/ FLANGED
SUPPORT
(IN)
SHOULDER BOLT WITH
NUT AND WASHERS �•
2 REQUIRED (TYP.)
8 T STOP
GN POST
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TYPE STA SIGN SUPPORT
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LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE. HOT -DIP GALV.,
IN. "
HEAVY-DUTY ANCHOR
IAM
I'"YFRCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE
STD. PLAN- 129
®) PUBLIC WORKS
DEPARTMENT
METAL POST
APPROVED:
(ADOPTED)
6-Z- I.w
3:
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
CONDUIT ENTRANCE AREA
•oao.9.
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
-GRADE LEVEL
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FRONT VIEW , SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
El
SHIM TO PLUMB
_ SEE NOTE 3
o #4 HOOPS
IIT #4 BAR�� CORNER
6" MIN 1" TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
1'-6" + 2" 1'-6"
IIII
�� 1 #4 BAR EACH
+ 1 A A #4 CORNER
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PLAN VIEW
CONTROLLER CABINET FOUNDATION
NOTES PER STD PLAN 126.2
CABINET FOUNDATION STD. PLAN - 126.1
DETAILS APPgOVED:
Z 3/13/2019 I
DATE
T.
20,
DIAMETER = 7/8"
4-7/8"
1/4" LOAD LINE 1/4"
FUSE
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CUTTING RINGS
FUSE KIT
VV 1 C Jt-LILC
SPLICE KIT FUSE
KIT & SPLICE KIT DETAILS
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ADOPTED
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CITY OF RENTON
STANDARD PLANS
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1ST DATE: 04/04
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RECORD DRAWINGS
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION
PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD.
PEA N Mo LARS ANDERSEN & ASSOCIATES, INC.
� pE WA CIVIL CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS
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Q )P` ` �iCo'�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722
TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM
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56573 �v
-4/28/2023
o�FSS�ONAL�-SCOTT A. MOMMER RCE 56573 DATE:
1 BULLETIN #1 LR 8/22/22 DZ SURVI
APEX 912111M VWCA_ Imo 1
2 BULLETIN #2 LR 9/30/22 DZ I I In,NOCITY OF
3 BULLETIN #3 LR 10/25/22 DZ LR
ROW - AS-BUILTS LR 4/28/23 DZ ° LR ow rm %4�0 RENTON
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CHEMM DZ AT FULL 91 DATUM planning/Building/Public Works Dept.
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NO. REVISION BY DATE APPR o 11,ar wa1
APP110VED: DZ 9GLE IiDpOLY
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T-422206
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
HOME DEPOT
CIVIL CONSTRUCTION PERMIT
ROW LIGHTING DETAILS
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