HomeMy WebLinkAboutTRO4102164.348`
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0
C)
TEST
SWITCH
�
-, RECEPT.
F__
_
L1CR TING
-I
CONTACTORS
O'D
AS RE[1_
100 "P PANEL
rr1H BRANCH
BREAKERS AS REO'D
2' MALE
FEMALE
BUSHINGS
PE CELI
TERM. STRIP
VICE FEEDERS TYPE III SERVICE CABINET
-RACEWAY
giTH
REMr0vAatE ADOPTED
— SSV
COVER
CITY OF RENTON
Standard plans
TYPE III SERVICE CABINET r LST DATE: 5j91
DATE__REVISION Y A(PF DWG. NAME: JR-I I SP PAGE: J012
EPDXY FILL
INLINE SPLICE
SPLICE KIT
WYL 5)HLIUL
0
DIAMETER = 7/8"
t� 4-7/8*'
LOAD LINE
1/4" FUSE 1/4"
*F22P FUSE KIT & SPLICE KIT DETAILS
CUTTING RINGS
ADOPTED
CITY OF RENTON
FUSE KIT`HER Standard plans
---- c 1 { LST DATE 5/9 t
ION 8Y
LIAPPR'� DWG NAME: JR-12 SP PAGE:JO13
DATE _ REVIS
R/W LINE
SIDEWALK
CURB
j ROADWAY
- ---- -- CURB
----------------- ---------- - — -- SIDEWALK
— - - R/W LINE
10• MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35
40'
SL
18 -3
23 -3
28 -3
33 -3
T
0.188
0.188
0.219
0 219
L
2 TO 4'
OVERHANG
---�
3 —6
•H. !.....FACE
OF
CURB T
CENTER
OF POLE
�.
R/W
ROADWAY
( ,
$TOE WALK
�.: 0
PLANTER STRIP
�::
STREET LIGHT CONDUIT
TRENCH DEPTH 24'
TYPICAL STREET
LIGHT
FOUNDATION LOCATION
2' TO 4' r
/-TAPERED ALUM POLE OVERHANG
T' WALL ALLOY 6063-T6
SATIN GROUND FINISH H
HANDHOLE 4'x6 SC
OPENING W/COVER
3c S.S. SCREWS.
GROUND LUG
INSIDE POLE
1 `- 6'
1Ll� c1 LIGHT BASE AND JUNCTION BOX LOCATIONS
O i�
ADOPTED
STREET LIGHT CONOUIT ^' 1�Y CI-1-Y OF RE:NTON
TRENCH DEPTH 24' corn ' Gandard Plans
�A -' 1st Date Nov 01 1992
ALTERNATE STREET CROSS SECTION E,N.�-
_ SP PAGE J014
II 92 _TrP SIREET.LIGHI FON. LOCATION BCA �:JR-35
_DATE — REVISION BY- APPR'01
JUNCTION BOX DIMENSION TABLE A
BOX TYPE
M
A ITEM
K
TYPE i
TYPE 2
_
Rd11 A
TERNAI
A Box Outside length
22"
33'
8 Box Outside Width
C Box Inside Length
_22"
1 T
18
17'
19"—
22 1 2"
28
D Box Inside Width
13-
14'
17
E lid Length
18"
15'
26 I 2"
F Lid Width
13"
13"
17'
G Box De th
12"
12`
12'
H Lid k Frame _ Depth
J WaN Thickness Ltin
5 16-
1 1 2'
5 16"
1 1/2"
5 1 6"
i t 2'
K Wire Reinforcement
W-3
W-2.5
W-2 5
L Le end
See Detail
See Detail
See Detail
NOTES:
PLM VIEW All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Typo t or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame
4000P51 concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
"��°t°"•' I`r, i wire fabric welded to the frame.
+ When noted in the contract. Type 2 and Type 3 Boxe! vhall be provided with 12* deep
-K ex'ension boxes
s 4' When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2 10
•
•
ITEM
MATEKIALS
Box
6000 PSI concrete Ste Notes
-Diamond
Frame
Plate Steel - A786
Lid Su ort
1 lia 11! Sted C, l 4r T. - A36
._
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcernent
ASTM A-82 Steel
i.i gage divider plate complete with fasteners.
ELEVArION."'Ew- Non -concrete Boxes may be subrnitted for approval Evnh-tion will include an H-20
Load Test
l
• GALVANIZED STEEL
_
rw.
` GRAVEL PAD
COMPACTED
c
LEGEND DETAIL (Mork U
i=�°i "'ai
TYMAL JUNC TRON Box INSTALLATION DET AAs
SIGNALS
TS1
LIGHTING
TS-LT
JUNCTION BOX DETAILS
TELEMETRY rRAffx
sIcNAL SYSTEM LEGEND
M TYPE r BOx
t� TYPE 'I' BOX
Una/Ara
ADOPTED
L
f� DFTAY PIAN.m•eas
u �, r U4
CITY OF RENTON
-form letters nth 1/9" wold
LTJ_ -
C�**:))_.
Bead. Grind o❑ D�a mood
I r w._ I
plans
Pottero a•rore Io.mnq
e—��1Standard
LST DATE:1t/59
Lena+.
ILLVWINATION
SYSTEM LECENO
-BY
�hPPk'l DWG. NAME: JR--36 SP PAGE: J016
DATE
REVISION
._CHECKED FOR COMPLIANCE TO CITY'S STANDARDS
WATER UTILITY DATE
FIRE DEPARTMENT DATE
PLAN REVIEW r� ° DATE
MAINTENANCE
DATE W - REVISION
T-2/64
TOTEM il..FCTRIC OF TACOMA, INC.
P.O. BOX 1093 383-5022
2332 JEFFERSON AVE.
TACOMA, WASHINGTON 98401
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
STREET LIGHTING DETAILS
TALBOT ROAD
DESIGNED DATE 1011 '9 t FILE NO.
DRAWN
CHECKED SCALE N'i- S ` ncic •roofs •rA4x
BY APPR. DATE APPROVED - - SHEET OF 3
009CI A or Plu" WOO"
T-