HomeMy WebLinkAboutT-420005C:)
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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 118" (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 114-20 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.
E 3116" (TYP.) ) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
GROUND STUD DIAMOND PATTERN 318" (IN) STEEL COVER
(TYP.) 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
(SEE NOTE 4) 3/16 1 112 (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
S S 'f 2 2
COUPLING NUT
FOR ALTERNATIVE 2 -
SEE SHEET 2
LID LIFTING NOTCH -
1/4" (IN) x 314" (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 -
TAPER DIVIDER ENDS
TO MATCH INSIDE -
TAPER OF BOX BOX INTERIOR LENGTH -1/16"
It O 5/16" (IN) x 1" (IN) S. S. (TYP') 1/4
v COUPLING NUT 5/18" (IN) x 1 1I2" (IN) S. S.
(TYP ) SET SCREW (TYP.)
10 GAGE
J GALVANIZED
m DIVIDER PLATE STEEL
SIDE VIEW
ELEVATION VIEW
(FOR TYPE 2 JUNCTION BOX ONLY)
A
LID SUPPORT (TYP.) C
(SEE NOTE 3)
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
125/8"
181l8"
CAPACITY - CONDUIT DIAMETER
6"
12"
LID SUPPORT (TYP.) see wndard peer I- on 9- 9. (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) 118 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.
Je 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
ING DETAIL ALTERNATIVE
HEADEDANCHOR �Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
2) (SEE NOTE 11) SHEAR STUD (TYP.) 1 ll o shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes laced within the traveled way or paved
1 3/8" (IN) DIAM. HOLE WITH /,.,� D (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. P y
1/2 - 13 x 1 1/2 STAINLESS ��B WELDED WIRE HOOP (TYP.)
STEEL PENTA HEAD BOLT 1 1A" GAP (TYP.) 4" 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)
FOR HOOK RELEASE (T.p,) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
BOLT PLATE - SEE DETAIL SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
LOCKING LID STANDARD SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6).
(TYP) 3/16 3/4 DUTY JUNCTION BOX
3/16 314 PERSPECTIVE VIEW
(CONDUITS NOT SHOWN)
GROUND STUD (SEE NOTE 4)
TOP OF SOIL A 3/8" (IN) STEEL B � JOSEA�
SURFACE OR COVER LIP PLATE 1 Equipment Groundin
GROUNDING STUD g �{ COUPLING NUT FOR ALTERNATIVE 2 - WASy7
FINISHED (SEE NOTE 4) 1 1/2" MIN. Conductor 1 V2 MIN. SEE DETAIL "E" ALTERNATIVE 2
® oe
GRADE TOP OF PAVED J�C `
E CO (IN) STEEL 3/ / SURFACE 0 Copper Connector
3E (IN) STEEL Y LID SUPPORT (TYP.)
COVER PLATE TOP OF BASE Crimp Connector COVER LIP PLATE 3/16" L SHAPE SHOWN
LID HOOK / COURSE (TYP.) (SEE NOTE 3)
-------------a-----�---
q
Z -------- - - - - -'- - - - O O --
LID o00
HOOK
j (TYP.)
SEE
�NOTE 7
�-
- I
I
C
O9 Equipment Bonding 3/8" (IN) x 3" (IN) HEADED ANCHOR 9 sv
a p " Jumper (See Note 6) SHEAR sruD (TYP.) O+Q39B20
IL/ 6
1 N r ® See Contract for Conduit .I, - WELDED WIRE
i Size and number FABRIC (TYP.)
sg7 pN�� 1�G��
_
o w o :" (WWF) 4x4-W2.94V2.9
1
t-
2 1
MIN
3�
2"
03
w
O
3 (SEE NOTE 6j
MAX
^,+
MIN.
m
W
On
m
CRUSHED SURFACING (BASE
COURSE OR TOP COURSE) - PER
''�'�
_
2
O
'
STANDARD SPECIFICATION 9-03.9(3)
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to
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® GRS CONDUIT
SECTION AA)
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v 42„
a SEE HINGE DETAIL
GROUND STUD (TYP) 36"
} (SEE NOTE 4) 118" GAP
m B
BETWEEN LIDS
I I
----------- • --' --{-------i
(8 GAGE) (SEE NOTE 10)
np,zs 2016 9.32 AM
2
��•
WELDED WIRE HOOP
MIN. " 3
(TYP.) W2.9(6 GAGE)
LOCKING LID STANDARD
-�= -
(SEE NOTE 10)
DUTY JUNCTION BOX
°a$°
TYPES 1 & 2
STANDARD PLAN J-40.10-04
SHEET 1 OF 2 SHEETS
C
APPROVED FOR PUBLICATION
Ca,penier, Jeff
eGb2J74ir- q A7pr212,,63I21'M
STATE DESIGN ENGINEER
SECTION O
Washington State Department of Transportation
(CONDUITS NOT SHOWN)
1/2 -13 x 1 1/2 S. S. PENTA HEAD LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN) 1/4" LID LIFTING NOTCH 2" 2 1/2"
BOLT AND 1/2" (IN) S. S. FLAT WASHER 1 3116" LID SUPPORT - L SHAPE SHOWN
1 3!B" (IN) DIAM. HOLE 318" (IN) STEEL COVER PLATE - 318" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3/1g„ 2" (IN) x 114" (IN) - 3 1" 1 5/8"
BOLT PLATE CHANNEL - SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER
3/8" (IN) STEEL --- -- ---
v SEE DETAIL 3/16 (TYP.) COVER LIP PLATE BOLT AND 112" (IN) S. S. FLAT WASHER
1 TYP.) 5/81,(IN) x
} (TYP.) 3/18 3116 1 1/2 1/8 q 3/16 1 ( BOLT PLATE CHANNEL - co 1" (IN)
m ° HORIZONTAL
2" (IN) x 1/4" (IN) - 3 GAGE LID SUPPORT - o• o ° 1/8 SEE DETAIL SLOT
STEEL SPACER L SHAPE SHOWN 3/18 - LID HOOK - 1" (IN) x
1" (IN) x 3/16" (IN) ANGLE 3116 1 112 o SLOTTED STEEL CHANNEL
(SEE NOTE 3) ° 4 5/8" (IN) x 1" (IN)
(TYp') 3/16 a "° LID SUPPORT - 3/18 4 3 (SEE NOTE 6) HORIZONTAL SLOT
_ HEX COUPLING NUT VrWF - WELDED � L SHAPE SHOWN WWF - TIED IN 2 PLACES
' .
LID BOLT DOWN TO LIP PLATE a (SEE NOTE 3) TO EACH HEADED 4
1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - 4 ANCHOR SHEAR STUD ° 3116 3116
CHANNEL WITH I S.G SEE DETAIL WELDED WIRE o°
CHANNEL NUT AND SPRING WWF 4xq_W2.9xW2.9 (TYP.) 4 HEX COUPLING NUT
HOOP (TYP.) (6 GAGE) (SEE NOTE 10) 1 S. S. 5/16-NC x 7/8" (IN) WITH
DETAIL OF wz.s (s GAGE)
(SEE NOTE 10) SECTION C 3/g S. S. 5l16-NC x 3/4" (IN) BOLT
ALTERNATIVE 1 SHOWN O (IN) x 3" (IN) HEADED LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN)
PERSPECTIVE VIEW ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS
WELDED TO LIP PLATE
LID SUPPORT - 1/4" LID LIFTING NOTCH DETAIL E
L SHAPE SHOWN ALTERNATIVE 1
3/16" (SEE NOTE 3) ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
3/16 1/2 - 13 x 1 112 S. S. PENTA HEAD
3/B" (IN) STEEL 1/2 - 13 x 1 112 S. S. PENTA BOLT AND 112" (IN) S. S. FLAT WASHER (SEE NOTE 12)
COVER LIP PLATE HEAD BOLT AND 1/T' (IN)
S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2 9/16" (IN) DIAM. 2° 2"
LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN)
BOLT PLATE CHANNEL- 1" HOLE
SEE DETAIL 318' (IN) g --__ - il- _--
STEEL COVER PLATE - 1"
1/8 o BOLT PLATE CHANNEL - _ SHOWN CUT AWAY FOR CLARITY
SEE DETAIL r 518" (IN) x
_ __ _ _ q 1" (IN)
3/16 11/2 - - --
3116 1 1/2 � i 7/16" (IN) x � m i VERTICAL
3 (SEE NOTE 6) (TYP.) 3116 n L (IN) m _ - SLOT
WWF-TIEDIN2
PLACES TO HEADED ° a LID SUPPORT - L SHAPE
ANCHOR SHEAR STUD 4 m SHOWN (SEE NOTE 3) -1--- -- �-
WWF 4x4-W2.9xW2.9 _ 9/16"(IN)
(TYP.) (6 GAGE)EXPOSE ID BOLT DOWN DIAM. HOLE
BOLT DOWN y ° SUPPORT ANGLE TO ATTACH
(SEE NOTE 10) HEX COUPLING NUT ATTACHMENT TAB - -- ALTERNATIVE 2 LID BOLT DOWN 1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x - m
3/8" (IN) x 3" (IN) S. S. 5116-NC x 718" (IN) WITH SEE DETAIL 31,2
HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT & THREE LID BOLT DOWN SUPPORT 7/16" (IN) x 314" (IN) SLOT
SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL
WELDED TO 1/4" (IN) ANGLE 112" (IN) S. S. HEX NUT
LIP PLATE LID BOLT DOWN SUPPORT ANGLE -
1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL F O
ALTERNATIVE 2 SHOWN 118 (TYP.) �� JOSTph,
DETAIL OE PERSPECTIVE VIEW <7
oN WAsg7Nc
ALTERNATIVE 2 SHOWN ALTERNATIVE 2
HE �
-13 x 1 1!2 S. S. PENTA 5
HEAD BOLT AND 1/2" (IN) S. S. LID BOLT DOWN ATTACHMENT TAB Z
FLAT WASHER (SEE NOTE 12)
3/16" 1 1/8" (IN) x 2" (IN) 1!2. 13 x 1 1/2 S. S. PENTA HEAD BOLT
3/8" (IN) STEEL 1 1/8" (IN) z 2" (IN) VERTICAL SLOT AND 1!2" (IN) S. S. FLAT WASHER
COVER LIP PLATE VERTICAL SLOT 0 39B20 O �V
(TYP) 318" (IN) STEEL COVER 1/8" (IN) x 3/4' (IN) 'A4P 9�CI S
3/16 \ PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE sg ONAL 0�
AWAY FOR CLARITY M� / E
3/16 (TYP.)
\ 1/4" (IN) STEEL
PLATE H Iy, Ind
PLATE Ap 212I1169:11 AM
1/8"(IN)x3/4"(IN) 3/16 11l2 � --�=- �//�`��
3/16 11/2 STEELANGLE LOCKING LID STANDARD
a LID SUPPORT - 4' 3 3J4" 1/8
WWF -TIED IN 2 °4 / o L SHAPE SHOWN ar m a� DUTY JUNCTION BOX
PLACES TO HEADED 4 3/16 1/B" (IN) x 3/4" (IN) (SEE NOTE 3) m ? -' TYPES 1 & 2
ANCHOR SHEAR STUD p ANGLE (TYP.)---------------
1/4"(IN)STEEL PLATE STANDARD PLAN J-40.10-04
WWF4x4-W2.9xW2.9 ° a p° 1W (IN) S. S. PLATE
(TYP.) (B GAGE) LID SUPPORT - L SHAPE SHOWN 1/8 SHEET 2 OF 2 SHEETS
(SEE NOTE 10) Z (SEE NOTE 3) RADIUS
1/8' (IN) x 3!4" (IN) STEEL APPROVED FOR PUBLICATION
ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL e"rpe m,, Jeff
3/6" (IN):x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE e�akeorte r. ( Ap,28 -016 3I2 PM
HEADED ARSTUDANCHOR DETAIL OF FOR LEFT ANGLE ALTERNATIVE FOR LEFT ANGLE STATE DESIGN ENGINEER
SHEAR STUD-J DETAIL E
WELDED TO LID BOLT DOWN ATTACHMENT TAB T� Washington State Department of Transportation
LIP PLATE ALTERNATIVE 3 SHOWN ALTERNATIVE 3 SHOWN T//
PERSPECTIVE VIEW (SEE NOTE 12)
0
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w
NOTES
1. All box dimensions are approximate. Exact configurations vary among manufacturers. J
2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and m
shared -use paths shall have a slip -resistant coating on the lid and lip cover plate and shall 3
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) min. thick steel C, L, or T shape, welded to the frame.
C Exact configurations vary among manufacturers.
---
o I ,_ j 4. A 1/4-20 NC x 3A" (in) S. S. ground stud shall be welded to the bottom of each lid; include (2) S. S. nuts and (2) S. S. flat washers.
I n
Q SEE NOTE 8 ! u 5. The hinges shall allow the lids to open 1801.
p 3„ ,
Z N 6. Bolts and nuts shall be liberally coated with anti -seize compound.
_ 0 00 i � 7. Connect Equipment Bonding Jumper to ground stud on lid. As an alternative to the round stud connection, the Equipment
- LL 9 P 9
M m N N = 4- ____ - -- O -- N > Bonding Jumper shall be attached to the front face of the hinge pocket with a 5116-20 NC x 3/4" (in) S. S. bolt, (2) each S. S. nuts,
`1 SEE HANDLE w and (2) each S. S. flat washers. Equipment Bonding Jumper shall be #8 AWG min. x 4' (ft) of tinned braided copper.
o DETAIL n
8. The System Identification letters shall be 1/8" (in) line thickness formed by a mild steel weld bead. See Cover Marking detail.
w N Grind off diamond pattern before forming letters. See Standard Specification 9-29.2(4) for details.
z oo`a°goo j 9. See the Standard Specifications for alternative reinforcement and class of concrete.
- 4
-,t® ° 10. See Standard Plan J-40.10 for Welded Wire Fabric and Headed Anchor Shear Stud attachment details.
• • 11. Capacity - conduit diameter = 24" (in)
_ 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab
a shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved
HEADED ANCHOR SHEAR STUD - 1 (TYP.) DIAMOND PATTERN manufacturers' shop drawing for specifics.
318"(IN) x 3" SPACED
10 COUNT STUDS 3l1s 1 1/z !I (SEE NOTE z)
EVENLY
13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults and Pull Boxes shall not be placed
EVENLY SPACED AROUND FRAME 1 within the sidewalk, walkway, shared use path, traveled way or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes
ts" ts" placed within the traveled way or paved shoulders shall be Heavy -Duty.
I
Q Equipment Grounding 1" 4 STUDS EVENLY SPACED 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) max. for final grade of
Conductor (TYP') new construction only. See Standard Specification 8-20.3(5). Where adjustments are to be made to existing Junction Boxes,
2 Copper Solderiess rim
PLAN VIEW or for interim Construction stages during the contract, the limits shall be from 6" (in) min. to 10" (in) max. See Standard
Q C pp Crimp Specification 8-20.3(8).
Connector LOCKING LID STANDARD DUTY JUNCTION BOX
< Equipment Bonding Jumper
® Foundation
sQ See Contract for conduit size HEX COUPLING NUT JosEpy
(TYP.) - SEE DETAIL "C" 30" '3OF and number 42„ Sy744T Y�
3/16" (TYP.) 3" (TYP.) TOP OF BASE COURSE 20"
TOP OF SOIL SURFACE INSIDE WIDTH OF FOUNDATION d J
C 1/2" (IN) STEEL LIFT HOLE - 3/16" (TYP.) 3" (TYP.) A
COVER PLATE V (IN) - 2" (IN) TOP OF PAVED 16
(TYP_) DIAM. SURFACE GROUND STUD O "p 39820
WELDED WIRE �LI' �r'I STEQe 1�
FABRIC (TYP.) (WJVF) SS/ONAL F�G
�#5 HOOP Imo' I �s 3 W w �' '+� 4x4-W2.9 (6 GAGE)
iN WITH 8" (IN) �0 2 1 O " 2" MIN. w #5 HOOP WITH • ° D (SEE NOTE 9)
o OVERLAP - Z TYP.) $ 8" (IN) OVERLAP - �'° •� WELDED WIRE HOOP Apr 2; 2016 s 09 era
if
OJ 2 TIES 1" ( O 7) 2 TIES " (TEE NOTE g) GAGE
w " W o _ ) ( ) LOCKING LID STANDARD
E W a +p SIN 4 W a DUTY JUNCTION BOX
7= M 1 2 W
CRUSHED SURFACING °� •° D a TYPE 8
LL (BASE COURSE OR TOP COURSE) - O STANDARD PLAN J-40.30-04
a w ;' PER STANDARD SPECIFICATION 9-03.9(3)';, Q a
w N O SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
/ �[�ZOIrc" / cn� � Carpenter, Je".ff
V Apr 2k 26163_I,
______--'" 5 PVC CONDUIT GRS CONDUIT 5 '--___,,
SECTION O STATE DESIGN ENGINEER
1 SECTION O 1 VTF
Washington State Department of Transportation
CONDUITS NOT SHOWN
DATE REVISION
DESIGNED BY MRW 05/12/2022 A RECORD DRAWINGS
DRAWN BY MRW 05/12/2022
REVIEWED BY CAC 05/12/2022
BY DATE
KLW 8/27/2024
CONSTRUCTION RECORD
DRAWINGS
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY TRANSPO GROUP USA, INC. AND
HAS BEEN EDITED TO REFLECT ASBUILT
CONDITIONS. THE INFORMATION PROVIDED ON
THESE RECORD DRAWINGS IS A COMBINATION OF
FIELD SURVEY INFORMATION AND DOCUMENTED
FIELD REVISIONS.
1 ALTERNATE LOCATION FOR 3/8 (TYP.)
3116 V1 112 � ATTACHMENT OF EQUIPMENT 5"
LID SUPPORT - 3116" (IN) MIN. THICK BONDING JUMPER 1/2" IN STEEL COVER PLATE 6H-
ANDND LE STOP OP
3/16" (SEE NOTE 7) 6' (I x x (IN)
FRAME - L 1 314" (IN) x 112" (IN) STEEL COVER PLATE LID _ f
12" (IN) x 3/16" (IN3/4" E ( DIAM.
®, HOLE (TYP.)
i
---------------------
(TYP) 3116 a S. S. PIN WITH SNAP
a RING GROOVE (TYP.) TOP VIEW
S. S. FLAT WASHER (TYP.) HANDLE STOP SS
a GROUND STUD WITH 2 NUTS AND S. S. SNAP RING (TYP.) ( j
(TYP.) 1!4 - 2 WASHERS (TYP.) (SEE NOTE 4)
Q ® 1!2" IN STEEL HANDLE - BENT 1/2" (IN)
WWF -TIED IN 2 i 4 COVER PLATE STEEL ROD, FLUSH WITH LID
PLACES TO HEADED - Q
ANCHOR SHEAR STUD
(SEE NOTE 10) Q • j - ° EQUIPMENT BONDING gyp') 318
JUMPER (TYP.)
- � (SEE NOTE 7) HINGE DETAIL in
a a (TYP) 114
2"
3/8" (IN) x 3" (IN) HEADED p '
ANCHOR SHEAR STUD
WELDED TO LIP PLATE a m
(SEE NOTE 10) WITH S. S. 5/16 NC x 3/4 S. BOLT AND 4 EACH _ 1" (INj x 1" (IN) x 1!4" (IN) (TYP.)
5/8" (IN) x 1" (IN) FRONT VIEW
3„ HEX COUPLING NUT - S. S. 5/16 NC x 7/8' (IN) � VERTICAL SLOT
S. S. WASHERS (TYP,) v HANDLE DETAIL
DETAIL OC
m
BOLT PLATE CHANNEL
1" 1 1/2" 1 3/8" 1 2 114" 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT
AND 1/2" (IN) S. S. FLAT WASHER
3/16" LID SUPPORT - 3/16" (IN) MIN. THICK
3/16 1 1/2
' � HANDLE -SEE DETAIL 1 3/8" (IN) DIAM. HOLE
1/2 - 13 x 1 . S. PENTA 5/8" (IN) x 1" (IN)
FRAME - L 1 3/4" (IN x HEAD BOLT 1/2SAND 1/2" (IN) VERTICAL SLOT J®SEAL.
1 /2" (IN) x 3/16" (IN) S. S. FLAT WASHER 1/2" (IN) STEEL COVER PLATE - 1/2" (IN) STEEL COVER PLATE - ®� of WAS#,,NC 7 .0
3/16
(TYP,) _ SHOWN CUT AWAY FOR CLARITY
5
FRAME - L 1 3/4" (IN) x 3/18 (TYP.) a ;s
3/18 a 1/2" (IN) x 3116" (IN)
BOLT PLATE LID SUPPORT - �0 /��. 39820
CHANNEL 1/4 F SISTER ti
3/16" IN MIN. THICKNESS
,a O s G
c I
3/16 1 1/2
1 s/ONAL E�
(TYp,) Q - HANDLE STOP -
3/16 6" (IN) x 3" (IN) x 1/4" (IN) BOLT PLATE CHANNEL - � A r 25 2016 5:10 PM
SLOTTED S. S. CHANNEL WELD TO STEEL COVER PLATE ,//L'� ,/oB�� p
a ° IDSPRINGHHANNEL NUT
ANLOCKING LID STANDARD
WWF - TIED IN 2 PLACES
TO HEADED ANCHOR 3/8" (IN) x 3" (IN) HEADED 1/4 ° ' DUTY JUNCTION BOX
SHEAR STUD (SEE NOTE 10) 4 ANCHOR SHEAR STUD - 5/8" (IN) x 1" (IN) TYPE 8
(SEE NOTE 10
a WELDED TO LIP PLATE HORIZONTAL SLOT v ° STANDARD PLAN J-40.30-04
' -
a a SLOTTED S. S. CHANNEL SHEET 2 OF 2 SHEETS
WITH S. S. CHANNEL NUT
AND SPRING APPROVED FOR PUBLICATION
3 O a
DETAIL egAQrQ.pq Ap,2820163:
151'M
ENGINEERSTATE DESIGN
ISOMETRIC VIEW
DETAIL O Washington State Department of Transportation
transpogroup J7F
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
NOTE: L�
STANDARD PLAN J-40.30
USED FOR MODIFICATIONS TO
THE TRAFFIC SIGNAL SYSTEM
JUNCTION BOXES AS SHOWN
ON SHEET TS01. f
Know what's below.
T-420005 Call before you dig.
GMD RENTON
52038
sTERti°�ti� o�e< CITY OF RENTON MAY 2022
NAL� obh1�� AS-BUILTS ILLUMINATION DETAILS
L04
SHEET
4
OF
10
SHEETS