HomeMy WebLinkAboutT-404363TAPER DIVIDER ENDS
TO MATCH INSIDE -
TAPER OF BOX BOX INTERIOR LENGTH - 1/16"
O 5/16" (IN) x 1" (IN) S. S. (TYP.) 1/4
1, COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S.
(TYP.) SET SCREW (TYP.)
w 10 GAGE
J
GALVANIZED
IcaDIVIDER PLATE STEEL
SIDE VIEW
Z ELEVATION VIEW
(FOR TYPE 2 JUNCTION BOX ONLY)
0
_ A _I
LID SUPPORT (TYP.)
(SEE NOTE 3)
GROUND STUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 -
SEE SHEET 2
LID LIFTING NOTCH -
1/4" (IN) x 3/4"" (IN)
\J
HEADED ANCHOR SHEAR
STUD - 3/8" (IN) x 3" (IN) 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
C
3/16 1 112 (TYP')
-
j - -z ------ ----------' O -
LIDO
;o HOOK
(TYP.) °oDa°v
-
p
SEE
�- NOTE 7
d
I
I C I
I
b
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
1 3/8" (IN) DIAM. HOLE WITH
1/2 - 13 x 1 1/2 STAINLESS
STEEL PENTA HEAD BOLT
BOLT PLATE - SEE DETAIL
3/1� (TYP.) 3/16 3/4
TOP OF SOIL
SURFACE OR
FINISHED
GRADE
r �
PVC
CONDUIT
D
1 1/4" GAP (TYP.) 4"
FOR HOOK RELEASE
LOCKING LID STANDARD
DUTY JUNCTION BOX
(CONDUITS NOT SHOWN)
A
GROUNDING STUD E NOTE 4) 1 1/2" MIN.
E CO STEEL 3/16"
COVERER PLATE
(SE
LID HOOK
(L
LU
w F
zj
2 1
3"
3 (SEE NOTE 6)
CRUSHED SURFACING (BASE
COURSE OR TOP COURSE) - PER
STANDARD SPECIFICATION 9-03.9(3)
1/2 - 13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S. S. FLAT WASHER
0 1 3/8" (IN) DIAM. HOLE
p BOLT PLATE CHANNEL -
} SEE DETAIL _
U -
Q
(TYP.}
3/16
}
Ica
2" (IN) x 1/4" (IN) - 3 GAGE
STEELSPACER
0
(TYP.) 3/16
1 5/8" (IN) SLOTTED S. S.
CHANNEL WITH S. S.
CHANNEL NUT AND SPRING
HOOP (TYP.)
DETAIL OF W2.9 (6 GAGE)
(SEE NOTE 10)
4O GRS CONDUIT
SECTION AO
JUNCTION BOX DIMENSION TABLE
Y
2
ITEM
BOX TYPE
TYPE 1
TYPE 2
A
OUTSIDE LENGTH OF JUNCTION BOX
22"
33"
B
OUTSIDE WIDTH OF JUNCTION BOX
17"
22 1/2"
C
INSIDE LENGTH OF JUNCTION BOX
18" - 19"
28" - 29"
D
INSIDE WIDTH OF JUNCTION BOX
13"- 14"
17"- 18"
E
LID LENGTH
17 5/8"
28 5/8"
F
LID WIDTH
12 5/8"
181/8"
CAPACITY - CONDUIT DIAMETER
6"
12"
NOTES
1. All box dimensions are approximate. Exact configurations vary among manufacturers.
2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use
paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with
the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path.
The non -slip lid shall be identified with permanent markings on the underside, indicating the
type of surface treatment (see Contract Documents for details) and the year of manufacture.
The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and
shall be placed prior to hot -dip galvanizing.
3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame.
4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include
(2) stainless steel nuts and (2) stainless steel flat washers.
5. Bolts and nuts shall be liberally coated with anti -seize compound.
6" (TYP.)
6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
DIAMOND PATTERN 3/8" (IN) STEEL COVER
(SEE NOTE 2) LIP PLATE (TYP.)
7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
LID SUPPORT (TYP.)
see Standard Specification 9-29.2(4).
WELDED WIRE
8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
FABRIC (TYP.) (TYP-) 1/8
fasteners, in each Type 2 Junction Box where specified.
9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified.
10. See the Standard Specifications for alternative reinforcement and class of concrete.
11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to
the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear
Studs to the horizontal Welded Wire Fabric.
12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of
tO a
welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
HEADED ANCHOR
Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
SHEAR STUD (TYP.)
shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
(SEE NOTE 11) MIN
shoulders shall be Heavy -Duty.
WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO
14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (In) min. t0 8" (in)
(SEE NOTE 10) HEADED ANCHOR
max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
SHEAR STUD (TYP.)
SECTION O
are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
PERSPECTIVE VIEW
(IN) STEEL
COVER LIP PLATE O Equipment Grounding B
CO
TOP OF PAVED Conductor 1 1/2 MIN.
SURFACE <2> Copper Solderiess 3/8" (IN) STEEL 3/16F
TOP OF BASE Crimp Connector COVER LIP PLATE
COURSE � (TYP.)
Q Equipment Bonding
Jumper (See Note 6)
Q See Contract for conduit
size and number
o W c
e1.
Op
W
w U
m W
�Q
�m
LL
z O
EL
N O
COVER MARKING DETAIL
ITS
1/2" (TYP)
1/4" CLEAR
° d ALL AROUND
v;ITS
°OQOQOQOoO
SEE NOTE 7
LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN)
3/16"
3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL
SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE
3/16 (TYP.)
3/16 V 1 1/2 V 1/8
LID SUPPORT -
L SHAPE SHOWN
3/16
(SEE NOTE 3)
HEX COUPLING NUT
WWF - WELDED
LID BOLT DOWN
-
TO LIP PLATE
ATTACHMENT TAB -
SEE DETAIL
WELDED WIRE
ALTERNATIVE 1 SHOWN
PERSPECTIVE VIEW
LID SUPPORT -
1/4" LID LIFTING NOTCH
L SHAPE SHOWN
(SEE NOTE 3)
3/16"
3/8" (IN) STEEL
3 x 1 1/2 S. S. PENTA
COVER LIP PLATE
/7HEArBOLT AND 1/2" (IN)
FLAT WASHER
A Q ,
I , ° 4
SECTION OC
1 3/8" (IN) DIAM. HOLE
BOLT PLATE CHANNEL -
SEE DETAIL
BOLT PLATE CHANNEL -
1/8
SEE DETAIL
3116 V 1 1/2
3 (SEE NOTE 6) �P )
WWF - TIED IN2
43/16
PLACES TO HEADED
ANCHOR SHEAR STUD
4
WWF 04-W2.9xW2.9
0 1
(TYP.) (6 GAGE)
4 BOLT DOWN
(SEE NOTE 10)
HEX COUPLING NUT ATTACHMENT TAB -
3/8" (IN) x 3" (IN)
S. S. 5/16-NC x 7/8" (IN) WITH SEE DETAIL
HEADED ANCHOR
S. S. 5/16-NC x 3/4" (IN) BOLT & THREE
SHEAR STUD -
EACH S. S. 5/16" (IN) FLAT WASHERS
WELDED TO
LIP PLATE
LID BOLT DOWN SUPPORT ANGLE -
1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE
DETAIL OE
ALTERNATIVE 2 SHOWN
1/2 - 13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2" (IN) S. S.
FLAT WASHER
3/16" 1 1/8" (IN) x 2" (IN)
3(IN) STEEL
COVER LIP PLATE
1 1/8" (IN) x 2" (IN) VERTICAL SLOT
VERTICAL SLOT
(TYP.) 3/16
1/8 ° = 3/16 (TYP.) \
1/8" (IN) x 3/4" (IN)
3/16 1 1/2 STEEL ANGLE
WWF - TIED IN 2 4 3/16
PLACES TO HEADED 4 1/8" (IN) x 3/4" (IN)
ANCHOR SHEAR STUD o ANGLE (TYP.)
1/4" (IN) STEEL PLATE
WWF 4x4-W2.9xW2.9 4 pa 1/4" (IN) S. S. PLATE
(TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN
(SEE NOTE 10) (SEE NOTE 3)
3/8" (IN) x 3" (IN)
HEADED ANCHOR
SHEAR STUD~ DETAIL OE
WELDED TO
LIP PLATE ALTERNATIVE 3 SHOWN
z
iv
SECTION (
(CONDUITS NOT SHOWN)
LID SUPPORT - L SHAPE SHOWN
3/8" (IN) STEEL (SEE NOTE 3)
COVER PLATE
J 3/8" (IN) STEEL
�i COVER LIP PLATE
1 (TYP.)
3/16 1
LID HOOK - 1" (IN) x
1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2
LID SUPPORT - 3/16
L SHAPE SHOWN WWF - TIED IN 2 PLACES
(SEE NOTE 3) TO EACH HEADED -
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9 (TYP.) _
(6 GAGE) (SEE NOTE 10)
3/8" (IN) x 3" (IN) HEADED
ANCHOR SHEAR STUD -
WELDED TO LIP PLATE
1/2 - 13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S. S. FLAT WASHER
LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN)
3/8" (IN) STEEL COVER PLATE -
SHOWN CUTAWAY FOR CLARITY
3116 V 1 1/2
LID SUPPORT - L SHAPE
m
SHOWN (SEE NOTE 3)
a
EXPOSE LID BOLT DOWN
SUPPORT ANGLE TO ATTACH
- _
ALTERNATIVE 2 LID BOLT DOWN
3 112„
ANGLE ATTACHMENT TAB
LID BOLT DOWN SUPPORT
ANGLE - 2" (IN) x 2" (IN) x
DETAIL OF
1/4" (IN) ANGLE
ALTERNATIVE 2 SHOWN
PERSPECTIVE VIEW
1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT
AND 1/2" (IN) S. S. FLAT WASHER
3/8" (IN) STEEL COVER
/ GROUND STUD (SEE NOTE 4)
COUPLING NUT FOR ALTERNATIVE 2 -
SEE DETAIL "E" ALTERNATIVE
2
LID SUPPORT (TYP.) -
L SHAPE SHOWN
(SEE NOTE 3)
3/8" (IN) x 3" (IN) HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE
FABRIC (TYP.)
(WWF) 04-W2.9xW2.9
l
111 (6 GAGE) (SEE NOTE 10)
WELDED WIRE HOOP
(TYP.) W2.9 (6 GAGE)
LOGRING LID STANDARD
(SEE NOTE 10)
DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
SHEET 1 OF 2 SHEETS
1
APPROVED FOR PUBLICATION
Carpenter, Jeff
��. Apr 28 2016 3 12 PM
oB
STATE DESIGN ENGINEER
MWashington Stare Department of Transportation
AOF
1/4" LID LIFTING NOTCH 2" 2 1/2"
2" (IN) x 1/4" (IN) �- 3
3/16" I 1" I 1 5/8"
GAGE STEEL SPACER
1/2 - 13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S. S. FLAT WASHER
I
N_ 5/8" (IN) x
BOLT PLATE CHANNEL - 1" (IN)
SEE DETAIL HORIZONTAL
SLOT
o SLOTTED STEEL CHANNEL
3 (SEE NOTE 6) 5/8" (IN) x 1" (IN)
4 HORIZONTAL SLOT
4
3116 3/16
4 ° HEX COUPLING NUT
1 S. S. 5/16-NC x 7/8" (IN) WITH
S. S. 5/16-NC x 3/4" (IN) BOLT
LID BOLT DOWN ATTACHMENT 8 (3 EACH) S. S. 5/16" (IN)
TAB - SEE DETAIL FLAT WASHERS
DETAIL (E ALTERNATIVE 1
ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 12)
2- 9116" (IN) 2"
DIAM.
1" HOLE 11/2'
3/4" (IN)
SLOT
------- --- -
9/16" (IN)
DIAM. HOLE
1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x
1/4" (IN) ANGLE
7/16" (IN) x 3/4" (IN) SLOT O
1/2" (IN) S. S. HEX NUT
O
1/8 (TYP.)
ALTERNATIVE 2
LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 12)
PLATE �- SHOWN CUT 1/8" (IN) x 3/4" (IN) 1/4" (IN) STEEL PLATE
AWAY FOR CLARITY STEEL ANGLE
1/4" (IN) STEEL
3/16 1 1/2 - - - - - PLATE
LID SUPPORT - " , 1/8
43
o L SHAPE SHOWN ;� �.3/
(SEE NOTE 3)
(IN)
RADIUS 1/8
1/8" (IN) x 3/4" (IN) STEEL 1/2" (IN) S. S. 1/g" x
ANGLE -� RIGHT ANGLE ) (IN) 3/4" (IN) STEEL
SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE
DETAIL OF FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE
ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB
PERSPECTIVE VIEW (SEE NOTE 12)
i
1"
I
5/8" (IN) x
1" (IN)
SD VERTICAL
d SLOT
i
-ED
BOLT PLATE CHANNEL
LOCKING LID STANDARD"
DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
Apr 28 2016 3:12 PM
STATE DESIGN ENGINEER
MoR Washington State Department of Transportation
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SHEET:59/SIG-15
OF: 70
JOB NO.: 17534
DWG: DETS-PDFS-SH 38