HomeMy WebLinkAboutT-420003DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
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SERVICE CABINET PLAN - 122.1
PUBLIC WORKS APpPRgOV D:
DEPARTMENT Martin FastuCfy,18/2021 1 4:
�FN COS BB8131FD98B449D... DATE
1
DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959
COMPONENT SCHLOULL
OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264
W/ 5T11 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 891ODPA34V02 -I REQUIRED
PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL O
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
OS PHOTO -CELL BYPASS SWITCH:
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
O GROUND 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
�v o SERVICE CABINET NOTES PLAN - 122.2
o PUBLIC WORKS APpPRROV D:
DEPARTMENT Martin aStuChk?8/2021 1 4
�FNSC� FD98B449D 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.
v~ TRANSPORTATION NOTES STD. PLAN - 135
®� PUBLIC WORKS A ROVED:
DEPARTMENT GAZ 3/13/2019 1 4
F DATE
DATE
DESIGNED BY MRW 05/12/2022
DRAWN BY MRW 05/12/2022
REVIEWED BY CAC 05/12/2022
REVISION
1
ICA
DATE
d ti Mv.'i.
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
---CONDUIT ENTRANCE AREA
0a0 8
4 ° Q
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PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
6" 6" 1'-0" 1'-0"
c11jj It
-GRADE LEVEL
N
FRONT VIEW ° SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
ti o
* _o® PUBLIC WORKS
�� DEPARTMENT
1 /4" LOAD LINE 1 /4"
FUSE
1/8" Qo M
1/s"
CUTTING RINGS
FUSE KIT
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VVTL JI-'LIUL
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
�R ADOPTED
G CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
E._� .... 1 nWr NAAAF, in1 i CP PCrF• .Ini i
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
[DIEVELOPMENT ENGINEERING TRANSPORTATION OPERATION
havez 05/17/2022 CBarnes 05/17/2022
SHIM TO PLUMB
SEE NOTE 3
o #4 HOOPS
_IIT #4 BAR E�AC CORNER
t5
6" MIN 1" TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
1'-6" + 2" l'-6"
- #4 BAR EACH
z + I PA #4 CORNER
CO - - - �� _HOOPS
CD
Li U
PLAN VIEW
CONTROLLER CABINET FOUNDATION
NOTES PER STD PLAN 126.2
CABINET FOUNDATION
DETAILS
"BAND.
OR
STD. PLAN - 126.1
OVED: 3/13/2019 1
DATE
:1
DocuSign Envelope ID: 5D308AlA-204D-48E8-BB23-8A2834BB565E
SHIM TO PLUMB
SHIM TO PLUMB
SEE NOTE 3 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 STD 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
2„
I I II I I
6" MIN Ld 1" TO 2'
FRONT VIEW
3 - #4 REINFORCING BAR (EQUAL SPACES)
3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 5
SEE NOTE 7
1p 3/8" DIAMETER PLASTIC DRAIN
SEE NOTE 5
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COMBINED FOUNDATION
M1
REINF. BAR DIAGRAM
6 PIECES
#4 HOOPS 3 - #4 REINFORCING BAR
BBSI (EQUAL SPACES)
CONTROLLER CONTACTOR
CABINET CABINET
10" WIDTH 5„ WIDTH 10"
+1" +2"
PLAN VIEW
COMBINED CONTROLLER /BBS/CONTACTOR FOUNDATION
ti x o CABINET FOUNDATION STD. PLAN - 126.2
G + PUBLIC WORKS DETAILS A VED:
DEPARTMENT 3/13/2019 1 4
DATE
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.
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
5/16"x2-1/2"
:ALVANIZED BOLT WITH
GALVANIZED WASHERS.
4" MIN. TI
T_
EDGE OF TRAVELED
ROADWAY
90 30'--
FOR REFLECTORIZED SIGNS: MOUNT
FACING Y(degree) OUTWARD IF SIGN
IC V.-FAIN 30 FFFT OF ROADWAY
SIGN FACE ORIENTATION
SIGN POST
LOWER SIGN a 5/IS- (IN) CORNER BOLT
DOST SUPPORT OR 3/8" �IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS
c_
2 REOUIRED (TYP.)
- BOLT STOP
�31GN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
IN.T HEAVY-DUTY ANCHOR
IAM
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
®� PUBLIC WORKS META(ADOPTED)OST APPROVED: d yC
DEPARTMENT 6-A 'v /V
ATr
transpogroup
WHAT TRANSPORTATION CAN BE. Sur
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
T-420003
GMD RENTON
IS°ER����~ titi I CITY OF RENTON
NALILLUMINATION DETAILS
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MAY 2022
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