HomeMy WebLinkAboutT-4200040
0
N
0
TAPER DIVIDER ENDS
TO MATCH INSIDE- - -
TAPER OF BOX BOX INTERIOR LENGTH - 1/16"
O 5/16" (IN) x 1" (IN) S. S. (TYP 114
j COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S.
U (TYP) SET SCREW (TYP.)
to 10 GAGE
J
GALVANIZED
m DIVIDER PLATE STEEL SIDE VIEW
ELEVATION VIEW
4a (FOR TYPE 2 JUNCTION BOX ONLY)
A
LID SUPPORT (TYP.) C
(SEE NOTE 3)
GROUNDSTUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 -
SEE SHEET 2
LID LIFTING NOTCH -
1/4" (IN) x 3/4" (IN)
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 -
IN DETAIL ALTERNATIVE
� -------------a-----� ---
-Z-----`---------------- v v -
LID O O O
rt
u
HOOK v
; (TYP.) °oho°v
u
SEE
NOTE 7
r
0
d
I C I
I
--- - ---a---1----a-
---�---
G
2) (SEE NOTE 11)
_
1 3!8" (IN) DIAM. HOLE WITH
D
1/2 - 13 x 1 1/2 STAINLESS
STEEL PENTA HEAD BOLT
1 1/4" GAP (TYP,) 4"
FOR HOOK RELEASE
BOLT PLATE - SEE DETAIL
LOCKING LID STANDARD
(r P) 3/16 3/4
DUTY JUNCTION BOX
3/16 3/4
(CONDUITS NOT SHOWN)
TOP OF SOIL
A
SURFACE OR
FINISHED
GROUNDING STUD
1 1!2"MIN.
GRADE
(SEE NOTE 4)
E
STEEL 3/
X
¢�
COVERER PLATE
COVER
LID HOOK
a
F
rn O
X
¢
Z
p
¢ %
2 1 MIN
m
O
�T
3"
.-��
2•
2
w
e;'
3 (SEE NOTE 6) j Mom(
^..•
MIN
w
CRUSHED SURFACING (BASE '
LL
COURSE OR TOP COURSE) -PER
`v
w
STANDARD SPECIFICATION 9-03.9(3)
N
H
C
g=,•'
® GRS CONDUIT
'•
1
C
SECTION A
DATE
DESIGNED BY MRW 05/12/2022
DRAWN BY MRW 05/12/2022
REVIEWED BY CAC 05/12/2022
JUNCTION BOX DIMENSION TABLE
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
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 -clip 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.
1 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
_ DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
(SEE NOTE 2) LIP PLATE (TYP.) 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 m,P) 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
FABRIC (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.
w o m 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
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
HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
SHEAR STUD (TYP.) 1 112, 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. to 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.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
PERSPECTIVE VIEW
GROUND STUD (SEE 3!8" (IN) STEEL NOTE 4)� J®SEpb
COVER LIP PLATE Q B Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� OF WASyY
Conductor SEE DETAIL "E" ALTERNATIVE 2
TOP OF PAVED 1 1/2 MIN.
SURFACE 02 Copper Solderless 3/8' (IN) STEEL 3/16" F LID SUPPORT (TYP.) -
TOP OF BASE Crimp Connector COVER LIP PLATE L SHAPE SHOWN
(TYp.) (SEE NOTE 3)
COURSE <�> Equipment Bonding
Jumper See Note 6 3/8" (IN) x 3" (IN) HEADED ANCHOR
( ) - SHEAR STUD (TYP.) ��, .p2,uteezO
O See size Co tract for numberconduit FABRICD WIRE
IONAL
o w o _ -: i' (WWF) 04-W2.9xW2.9
F Of TT
OO
U
m w
DLL
2 O
ID g a
N O
COVER MARKING DETAIL
ITS
1/2" (TYP.)
1/4" CLEAR
e Q Q
°v� I T S I LL AROUND
°v°vww v
SEE NOTE 7
(6 GAGE) (SEE NOTE 10) R"'t,y,Tod
Z 2 � WELDED WIRE HOOP Apr2520169:32AMa
MIN. " 3 (TYP.) W2.9 (6 GAGE) LOCKING LID STANDARD
(SEE NOTE 10) DUTY JUNCTION BOX
TYPES 1 & 2
;D STANDARD PLAN J-40.10-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
C rpen¢ r, Jeff
Ap, 28 20163:12 PM
SECTION O STATE DESIGN ENGINEER
Washinglon State Deportment of Transportation
(CONDUITS NOT SHOWN) -"
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
3/16
(TYPJ
Y
2" (IN) x 1/4" (IN) - 3 GAGE
STEEL SPACER
0
(TYPJ 3/16
1 5/8- (IN) SLOTTED S. S.
CHANNEL WITH S. S.
CHANNEL NUT AND SPRING
LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN)
3/8" (IN) STEEL COVER PLATE -
3/8" (IN) STEEL
SHOWN CUT AWAY FOR CLARITY
COVER LIP PLATE
(TYP.)
1/2
1/8
PORT -
fATrACHMENT
SHOWN
3l16
TE 3)
PLING NUT WWF - WELDED
OWN
TO LIP PLATE
ENT TAB -
IL
WELDED WIRE
HOOP (TYP.)
DETAIL O W2.9(6 GAGE)
(SEE NOTE 10)
ALTERNATIVE 1 SHOWN
PERSPECTIVE VIEW
LID SUPPORT -
1/4" LID LIFTING NOTCH
L SHAPE SHOWN
(SEE NOTE 3)
3/16
3/8" (IN) STEEL
1/2 - 13 x 1 1/2 S. S. PENTA
COVER LIP PLATE
HEAD BOLT AND 112" (IN)
S. S. FLAT WASHER
3/16 V 11/2
WAIF -TIED IN 2
PLACES TO HEADED
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9
(TYP.) (6 GAGE)
(SEE NOTE 10)
3/8" (IN) x 3" (IN)
HEADED ANCHOR J
SHEAR STUD -
WELDED TO
LIP PLATE
BOLT PLATE CHANNEL -
SEE DETAIL
a� r{3(SEE NOTE 6)
1/4" LID LIFTING NOTCH 2" 2 1/2"
3116" LID SUPPORT - L SHAPE SHOWN
SEE NOTE 3 2" IN x 1/4" IN - 3
3/8" IN STEEL ( ) ( ) ( )
PLATE 3/16 GAGE STEEL SPACER 1" 1 5/8"
3/8' IN STEEL v
%777771 ��ER
COVERLIPPLATE BOLT
13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S S FLAT WASHER
1
d 3/16 1 (TYP.)
" 1/8
o A < LID HOOK- 1" (IN) x
1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2
. d
A . LID SUPPORT - -7-3/1-6
L SHAPE SHOWN WWF - TIED IN 2 PLACES
A (SEE NOTE 3) TO EACH HEADED -
4 ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9 (TYP.) _
(6 GAGE) (SEE NOTE 10)
SECTION OC 3/8" (IN) x 3" (IN) HEADED
ANCHOR SHEAR STUD -
WELDED TO LIP PLATE
1 3/8" (IN) DIAM. HOLE
BOLT PLATE CHANNEL -�\
SEE DETAIL
(TYP') 3/16
f
a 4 BOLT DOWN
HEX COUPLING NUT ATTACHMENT TAB -
S. S. 5/16-NC x 7/8" (IN) WITH SEE DETAIL
S. S. 5/16-NC x 3/4" (IN) BOLT & THREE
EACH S. S. 5/16" (IN) FLAT WASHERS
LID BOLT DOWN SUPPORT ANGLE -
1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE
DETAIL (
ALTERNATIVE 2 SHOWN
1/2 - 13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2" (IN) S. S.
3/16" FLAT WASHER 1 1/8" (IN) x 2" (IN)
3/8" (IN) STEEL � 1 1/8" (IN) x 2- (IN) VERTICAL SLOT
COVER LIP PLATvri7YmTTlJ VERTICAL SLOT
mP') 3/16
,A. (TYP')
1/8
= 3/16
_
1/8" (IN) x 314" (IN)
3l16 1 1!2
a STEEL ANGLE
WWF - TIED IN2
d
PLACES TO HEADED
3/16
1/8" d (IN) x 3/4" (IN)
ANCHOR SHEAR STUD
p ANGLE (TYPJ
1/4" (IN) STEEL PLATE
WWF 4x4-W2.9xW2.9
` 4 ."pe 1/4" (IN) S. S.
PLATE
(TYP.) (6 GAGE)
LID SUPPORT - L SHAPE SHOWN
(SEE NOTE 10)
(SEE NOTE 3)
3/8" (IN) x: (IN)
HEADEDANCHOR
SHEAR STUD -
DETAIL OE
WELDED TO
LIP PLATE
ALTERNATIVE 3 SHOWN
REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING W.;'ZsI#L
[TRANSPORTATION OPERATION
JChavez 05/17/2022
CBarnes 05/17/2022
IL
112 -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)
I
3/8" (IN) STEEL COVER PLATE -
SHOWN CUT AWAY FOR CLARITY
3
DETAIL (
ALTERNATIVE 2 SHOWN
PERSPECTIVE VIEW
� 3/16 V 1 1/2
LID SUPPORT - L SHAPE
SHOWN (SEE NOTE 3)
EXPOSE LID BOLT DOWN
SUPPORT ANGLE TO ATTACH
ALTERNATIVE 2 LID BOLT DOWN
ANGLE ATTACHMENT TAB
LID BOLT DOWN SUPPORT
ANGLE - 2" (IN) x 2" (IN) x
1/4" (IN) ANGLE
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
N 5/8" (IN�
BOLT PLATE CHANNEL - r'+ 1" (IN)
SEE DETAIL HORIZONTAL
SLOT
o SLOTTED STEEL CHANNEL
5/8" (IN) x 1" (IN)
3 (SEE NOTE 6)
4 HORIZONTAL SLOT
a
3/16 3/16
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 & (3 EACH) S. S. 5/16" (IN)
TAB - SEE DETAIL FLAT WASHERS
DETAIL ( ALTERNATIVE 1
ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 12)
2- 9/16- (IN) 2"
DIAM. 2"
HOLE 111/2"
4L1"
1" (IN)
7/16" (IN) x -- - - VERTICAL
r" 3/4" (IN) _ _ _ _ SLOT
SLOT
DIAM. HOLE
1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x
&1/4' ANGLE
7/16" (IN) x 3/4" (IN) SLOTBOLT PLATE CHANNEL
1/2" (IN) S. S. HEX NUT
TYP.) SOSEp�,
®� e of WA
ALTERNATIVE 2
LID BOLT DOWN ATTACHMENT TAB ' !�
(SEE NOTE 12) E-
PLATE - SHOWN CUT 1/8" (IN) x 3/4" (IN) 1/4" (IN) STEEL PLATE
AWAY FOR CLARITY STEEL ANGLE
3/16 1 1/2 PLATE
LID SUPPORT - 31 1 1/8
o L SHAPE SHOWN a
(SEE NOTE 3) =
a---------------
3/4" (IN) 1/8
RADIUS
1/8" (IN) x 3/4" (IN) STEEL 1!2" (IN) S. S. 1/8" 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)
transpogroup sgr
WHAT TRANSPORTATION CAN BE.
4
Ay&39820
l S T0R�� ♦���
`rsIONAL ��G
B ilcy, Tcd
u Arr2520169:33AM
LOCKING LID STANDARD"
DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
e"meme . Derr
e4T#, -tPli. Apr 2R 2016 3:12 PM
STATE DESIGN ENGINEER
7 Washington State Department of Transportation
T-420004
GMD RENTON
Know what's below.
Call before you dig.
IL04
SHEET
4
OF
10
SHEETS
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
s°ERA°�,�� titi I CITY OF RENTON
IVAL�� yl1��ti° ILLUMINATION DETAILS
0
MAY 2022