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- - - - - - - R/W LINE
TYP, CONC. PAD
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CURB
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- - - - - - - - - R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
H
25'
30'
35'
40'
SL
18 -3
23 -3
33 -3
T
0.188
0.188
0. 214
0.219
2' TO 4'
-TAPERED ALUM. POLE OVERHANG 1'-2"j
'T' WALL ALLOY 6063-T6
SATIN GROUND FINISH H,
/// HANDHOLE 4"x6" SL'
/ OPENING W/COVER
/ & S.S. SCREWS.
GROUND LUG
INSIDE POLE
V-6"
1 ; LIGHT BASE AND JUNCTION BOX LOCATIONS
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TRENCH LOCATION n• O ADOPTED
♦ __
l.•
CITY OF RENTON
_ ♦
TYPICAL STREET CROSS SECTION Standard plane
Tod SLSTtandard
DATE 5/91
DATE REVISION I BY APPR' DWG. NAME: JR-35 SP PAGE: J014
LOAD CENTER
CABINET EQUI ENT
1. PIN TUMBLER -TYPE ST NLESS STEE BEST CORE LOCK (OR EQUAL) KEYED FOR
TEST SWI & CX-1 WITH 2 KEYS
UTILITY LUG 2. 12 GAUGE (MIN.) GALVANI ED SH T STEEL
3. WELDED SEAM CONSTRUCTI
NT 4. DOOR WITH CONCEALED HIN (LEFT SIDE)
5. INTERIOR - WHITE BAKED-0 NAMEL
STREET LIGHTING 6. EXTERIOR - GRAY -ETCH LVA IZED SURFACE BEFORE PAINTING
01 ONTACTORS 7. BOTTOM OPEN- 2" MOU ING FL GE (TURNED INWARD) ON ALL SIDES
r 'e� 8. 4-1/2"X16" GALVANIZ ANCHOR LTS W/NUTS AND WASHERS
9. 4-1/4" TRIANGULAR HAPED CORNE LOCK -DOWN PLATES
MIN®®F;.-%.- IV ®. 4-1 -1 ®o
FRONT VIEW LAN EW SIDE VIEW
CONTAC OR ABINET
4-1/2"Xl6"GALVANIZED
ANCHOR BOLTS
G.L. T
Q -G,L, CONDUIT ENTR. AREA
a II Dit O O o
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I - SIZE TO FIT CABINET � I 15JZE TO FIT CABINET 1 PLAN VIEW
FRONT VIEW SIDE VIEW
CABINET FOUNDATION
DATE REVISION I BYIAPPR'DI
STREET LIGHT T
*4#B CABINET FOUNDATION
ti ADOPTED
CITY OF RENTON
♦ �D,'r'
Standard plans
rt� LST DATE: 1 1 /89
DWG. NAME JR-09 SP PAGE: JO1 0
WM POPP ASSOCIATES
Transportation Engineers / Planners
14-400 BLE)G * #20G * 14400 BEL-RED RE)
BELLEVUE. WA. g5007 C425D 401-1030
i
CITY OF RENTON PUBLIC WORKS
SERVICE CABINET FOR STREET LIGHTING CONTROL & TRAFFIC SIGNAL
COMPONENT SCHEDULE
METERBASE: 100 AMP, 4 JAW, AW #121314, (WITH BYPASS BLOCKS)
(CONTRACTOR TO VERIFY WITH SERVICE UTILITY) �.
PANELBOARD: 120/240 VAC, 100 AMP, I PHASE, 3 WIRE COPPER BUS
VESTINGHOUSE'BAB BOLT —ON @BEAKERS:.
1-100/2 MAIN
2-20/2 ILLUMINATION BRANCH
1--50/1 SIGNAL BRANCH
1-15/1 CONTROL CKT BRANCH
CONTACTOR: LIGHTING RATED, 2 POLE, 120 VAC COIL
TWO. (2)—REQUIRED
TERMINAL BLOCK TO -REMOTE PHOTO ELECTRIC CELL
PHOTO —CELL BYPASS SWITCH, SPST. 15 AMP 277 VAC
GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20 A
CABINET: NEMA 3R, PADMOUNT, #12 GA PREGALVANIZED STEEL CONSTRUCTION
2 SCREENED AND G$SKETED VENTS
DOORS: HEAVY DUTY CONCEALED HINGES (LIFT—OFF TYPE)
PADLOCKABLE STAINLESS STEEL VAULT HANDLE & 3 POINT LATCH
POLISHED WIRE GLASS WINDOW IN METER DOOR
CLOSED CELL NEOPRENE GASKET, CARD HOLDER
FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, MITE INSIDE
%
_
120/240 VAC, I t, 3 WIRE (REMOTE)
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METER ELECTRIC
SASE CELL
MAIN HVR
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2` 2` YIRMG SCHEMATIC
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OEAOFRONT
PLAN VIEW OF BASE SERVICE VIREWAY
UL 'LISTED PER STANDARD #506 CITY OF RENTON
sulr"Lle M USE AS snmcr sxrR"CE XQU[Purwr SERVICE CABINET SERIES 47700—R
9-23--91 M.E. BELL (REVISED 3-16-99)
LIGHTING STANDARD & JUNCTION BOX
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STREET LIGHT POLE
JUNCTION BOX
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SIDE VIEW
INDIVIDUAL
JUNCTION
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NOTE: CLASS 'B' CONCRETE
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CONCRETE PAD DETAILS
TO BE USED IN
O D o Dv
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CONSTRUCTION OF PAD
ti
ADOPTED
1'
A
CITY OF RENTON
PLAN VIEW
,Q�
$ Standard plans
,rQ LST DATE 5/91
DATE
APPR'
DWG.
NAME: JR-07
SP PAGE: J008
REVISION
BY
JUNCTION BOX DIMENSION TABI F
EPDXY FILL
INLINE SPLICE
SPICE KIT
DIAMETER = 7/8"
4-7/8"�
•
r0nVV Ull I
VV I C Jr L1l,L
FUSE KIT & SPLICE KIT DETAILS <
CUTTING RINGS
ti ADOPTED
FUSECITY OF RENTON
F U S E KIT I T ♦ i ♦ Standard plans
rCQ$ LST DATES 5/91
—1 DWG. NAME: JR- 1 2 SP PAGE: JO 1 3
I DATE [ REVISION BY APPR'
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7'- O" VARIABLE
MIN.
1 -6' 0
1' 1'
I• 1 1, • , °.
; �
:.I
_ Jr
ao 03 - -- ----------'
---------------------
FRONT VIEW SIDE VIEW .o
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
�- 3,-0"
L �
`
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
Ir 4'-0' ---.-�
4" . 3'-0.
T v 'o...o•6.A , , A..< a TYPICAL CONCRETE PAD DETAILS
T ,•'
I 1
I 1 I
ADOPTED
------- 4 CITY OF RENTON
FRONT VIEW
` SIDE VIEW J � _- - Standard plans
rrQ LST DATE: 5/91
DATE REVISION BY JAPPIR-0 DWG. NAME: JR-36A SP PAGE: J015
M
A
R ITEM
K
- 3OX TYPE
TYPE 1
TYPE 2
A T R
TERNATE
ox Outside ten q th
22"
22"
33"
B Box Outside Width
17'
17
22 1' 2"
C Box Inside Len th
18
19
2g
D Tax Inside Width
13"
14"
17"
E Lid Length
18"
18'
26 1 2"
F Lid Width
13"
13
17"
G Box De th
12
12'
12
H Lid & Frame De th
5 16"
J I Wall Thickness Alin.
1 1 2"
1 1 2"
1 1 2"
K Wire Reinforcement
W-3
W-2.5
W-2 5
L I Legend
See Detail I
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel - A786
Lid Su ort
1 Alin. Thick Steel C, L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A-82 Steel
�LV/-MNILLU JILLL
LEGEND DETAIL (Mark Q K-4 K---q
SIGNALS
LIGHTING
T.S1
TS-LT
TELEMETRY
TRAFFIC SIGNAL SYSTEM LEGEND
- Form Letters with 1 /8" Weld
Bead. (rind off Oiomond
L T
Potbrn before forming
letters_
J�LUIJINATION SYSTEM LEGEND
TAW294843
NOTES:
PLAN HEW All dimensions ore minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
j Lid support members shall be welded to the frame
-rl' 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
= wire fabric welded to the frame.
When noted in the contract. Type 2 and T p a
K extension boxes. YP Type 3 Boxes shall be provided with 12" dee
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
ELEVATION VIEW gage divider plate complete with fasteners.
Non -concrete Boxes may be submitted for approval. Evaluation will include an H-20
Load Test.
ev JUNCTION BOX DETAILS
r �� sear f
MN. ON COEmsNDOR
r19.
ti ADOPTED
6' GRAVEL PAD CITY OF RENTON -
COMPACTED
Standard plans RECOMMENDED
LST DATE: 1 1 /89
TYPICAL JUNCTION BOX INSTALLATION DETAILS FOR APPROVAL
DWG. NAME: JR-36 SP PAGE: JO1 6
BY
m TYPE T Box BY
0 TYPE 'n' Box
HOOK OETAII PLAN SYMBOLS BY
(2 — - W)
3 t DATE I REVISION BY APPR' G
(D