HomeMy WebLinkAboutT-377503s
R
a
0
d
3
'o
6
E
G
J NOTES:
ro All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
EPDXY FILL EPDXY FILL Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
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 Type 3 Boxes shall be provided with 12" deep
INLINE SPLICE extension boxes.
WYE SPLICE When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
N QDl Ir`C IIIT Load Test.
J
W
0
U Z
Z CD
H
� Z
2 �
3 �
J
J
n
0
wz s
O � C
1 3
1� �j 2
F n
E"' W D'
/Hl N
a
CID
m
IT
E
® C
a
S
3333
g
X
a
Q
W
Q
0
e
z
O
>N_
W
K
O
Z
REfEa TO IM!DW LP o U, S "V o
mrYL Tia, W% 119ES t k3
Mtn %.MI A-10.lo -a 4 _
/
�IDIOIQ� pgrRS o£M Eftl %Y
wA flLNS QI /1L lilAL
<' 4YMIQRTE PAD
MN peua amPm_
DRaLnD X1RE
+ 1 -tl EgMYFN1IWUW(T
Dlra CDPPEm
.D Sm
LWIX.VXE MV(FS Kl. BE A coma,00s flLM
rRfM IUY Nd➢fR Ta lbnn)m WM
xD uEZ�
amuw saD
IXWIq
aox�TE
EpMDATgI
U11j,
NOTES
1. EQUIPMENT GROUND ORE & BARE ORE SHALL BE
SECURELY FASTENED TO THE GROUND LUG INSIDE THE
POLE HANDHOLE. ALL BW4DING & GROUNDING CONNECTIONS
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE.
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
THE ATTACHMENT OF A GROUND ORE A GREEN INSULATED
ORE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
FIXTURE MANUFACTURER HAS A GROUND LUG A /e GREEN
INSULATED ORE SHALL BE RUN FROM THE FIXTURE
GROUND LUG TO THE POLE GROUND LUC,
PUBLIC WORKS I TYPICAL LIONTING
DEPARTMENT UNDERGROUND SYSTEM
10_1 011 G
DIAMETER = 7/8"
LOAD LINE
E'I ICC VIT
LL4VAPE � /�
AM N A IA�aSifDLLC.�BE. �
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
Rl...derd plans
LSf DATE: 11/5/96
DWG. NAME: JR -12 SP PAGE:JO13
JUNCTION BOX DIMENSION TABLE
a
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
I ALTERNATE B
A
Box Outside length
22"
22"
33"
B
Box Outside Width
17"
17"
22 1/2"
C
Box Inside Length
18"
19"
28"
D
Box Inside Width
13"
14"
17"
E
Lid Length
18"
18"
26 1/2"
F
Lid Width
13"
13"
17"
G
Box Depth
1 12"
12"
12"
H
Lid & Frame Depth
5/16"
5/16"
5/16"
J
Wall Thickness Min.
1 1/2"
1 1/2"
1 112"
K
Wire Reinforcement
W -3
W -2.5
W -2.5
L
Legend
See Detali
See Detail
See Detail
a
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel — A786
Lid Support
1 8'Mu. Thick Sted C, L of T. - AM
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Mark L)
SIGNALS
T
51
LIGHTING
TS -LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
-Form Letters wiN 1/W WMd
Bead. Grind oN Diamond
Palt. before forming
letters.
L T1
ILLUMINATION SYSTEM LEGEND
PLAN NEW
4
ELEVATION NEW
6" GRAVEL PAO
CpAPACTED
TYPICAL JUNCTION BO% INSTALUTON
DEfAIIS
M TYPE T BOX
O TYPE 'il' BOX
�anaM. �>ao
HOOK mETML PLAN SYMBOLS
It XuA. M rh
JUNCTION BOX DETAILS
ADOPTED
CITY OF RENTON
Standard plans
( LST DATE: 11/89
DWG. NAME: JR -36 SP PAGE: J016
oOo
3'
STREET UGHT POLE
PLAN VIEW '�NCnov Box
1
4" DEEP
Z
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
PLAN VIEW 1'
INDIVIDUAL JUNCTION BOX
NOTE:
CLASS 'B' CONCRETE TO BE
USED IN CONSTRUCTION OF PAD
e PUBLIC WORKS CONCRETE PAD DETAILS oYEp:
DEPARTMENT
rt
TjWffEX
TRAFF IC EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone: 425.522.4118 Fax: 425.522.4311
s -98 -of
T- 371503
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE . =11111Y
DATE
DATE