HomeMy WebLinkAboutT-420009C:)
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1
3" (IN) PIPE CAP
w 3" (IN) PIPE CAP
NOTES
ESS STEEL
TOP OF POST
�-
.
1.
See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details.
SHER (TYP.)
rTHREE
- _ _ _ _
--- - - - --- -
--- -
2.
p p q ( ) ��
Where shown in the plans, install plaque R10-32P PUSH BUTTON FOR 2 SECONDS FOR EXTRA
- TOP OF POST
-
CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post
STAINLESS
height to accommodate plaque and leave a 2" (in) space between signs.
HEX NUTS
1/4" (IN) • 1 1/4" (IN) LONG
GROUNDING CONNECTION -
3.
Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information.
STAINLESS STEEL
SEE DETAIL AT LEFT
4.
Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard.
THREADED STUD - - -
- - - - EQUIPMENT GROUNDING
POST CONDUCTOR
- -
5.
Two button installation may require adaptor(s).
EQUIPMENT GROUNDING
WALL
- -
- -- M
CONDUCTOR AND FULL CIRCLE
H
CRIMP -ON CONNECTOR- CRIMPED
FIELD DRILL AND TAP FOR
O
°
WITH A MANUFACTURER'S
1/4-20 THREAD BOLT TYP.
( )
1
z
RECOMMENDED CRIMPER
*
w
ACCESSIBLE PEDESTRIAN
ASSEMBLY
to
9 SIGNAL (APS)
GROUNDING CONNECTION * WELD STUD TO POLE WALL To
MAXIMUM EXTENT POSSIBLE
"li
w DETAIL
j _�;� ,
■
❑
(1/2" (IN) MINIMUM WELD)
;
® 10" (IN) OR LESS DESIRABLE -
❑
�%� %
18" (IN) MAXIMUM
5/8" (IN) DIAMETER'
Z HOLE (TYP.) -
-
LL
1 1/2" (IN) DIAMETER
0
HOLE 5/8" (IN) DIAMETER
Y
HOLE
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1,
POST DETAIL
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6" (IN) DIAMETER Q 0
BOLT CIRCLE �
1/4" (IN) STEEL
EQUIPMENT GROUNDING u "v
ND T R = � EDGE OF
ANCHOR BOLT TEMPLATE
1 7" 1
5/8" (IN) DIAMETER
HOLE (TYP.)
6" (IN) DIAMETER
BOLT CIRCLE
PLATE
PEDESTRIAN PUSHBUTTON POST -
CO UC O
a D
SIDEWALK
3" STEEL PIPE (SCHEDULE 40)
CONDUIT COUPLING - INSTALL FLUSH
WITH TOP OF FOUNDATION (DO NOT
GLUE PVC STUBOUT)
3/4" (IN) CHAMFER (TYP.)
i
l
N /
`L
TOP OF FOUNDATION
- N
PREMOLDED
FINISHED GRADE
JOINT FILLER
TOP OF
v
;
SIDEWALK
FINISHED
GRADE
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rT
ANCHOR BOLT TEMPLATE ASSEMBLY
�LlNp
3 9/16" (IN) X1 - O ; ANCHOR BOLT TEMPLATE - TWO REQUIRED
DIAMHOLE lJC (I ) x 18" (IN) FULL THREAD PER ASSEMBLY ANCHOR BOLT -
ETER
FOUR ELEVATION
1/2" (IN) DIAMETER STEEL HEAVY HEX NUTS - e -
1/2" IN 3" (IN) STEEL PIPE o FOUR REQUIRED PER ANCHOR BOLT
( ) _k_
STEEL PLATE BASE PLATE DETAIL (SCHEDULE 40) N FLAT WASHERS -FOUR REQUIRED w
' PER ANCHOR BOLT O� 48821� �<v
BASE PLATE ASSEMBLY - p p
EQUIPMENT CONDUCTOR GROUNDING 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, ; li ; p COMMERCIAL CONCRETE ®\AL ��G1
WITH FLAT WASHER, TWO EACH p
REQ'D. PER ANCHOR BOLT - MIN.
OF TWO NUT OR 5/8'R(EADS ABOVE N) MAXIMUM (TYP a292 flintJu12920192:531'M
3/8" (IN) ACCESSIBLE PEDESTRIAN
DRAIN TUBE GROUT PAD - PUSHBUTTON POST (PPB)
INSTALL AFTER 1" (IN) DIAMETER AND FOUNDATION
LJ PLUMBNG
ELECTRICAL
STANDIARD CONDUIT STANDARD PLAN J-20.10-04
6" 1' - 6" SHEET 1 OF 1 SHEET
1/8 o
2" (IN) LONG PVC STUBOUT
o . V (IN) DIAMETER ELECTRICAL
D DETAIL OA CONDUIT
SQUARE
FOUNDATION DETAIL
- APPROVED FOR PUBLICATION
Roark, Stcvc
- ]u131 2019 12.13 PM
J STATE DESIGN ENGINEER
Washington State Department of Transportation
PERSPECTIVE VIEW -„
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.
E 3/16" (TYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
GROUND STUD (T,P) DIAMOND PATTERN 3/8" (IN) STEEL COVE) 7. The System Identification letters shall be 118" (in) line thickness formed with a mild steel weld bead. See
(SEE NOTE 4) 3/16 1 l/2 - (SEE NOTE 2) LIP PLATE (TYP. Cover Marking Sdetail. Grind off diamond pattern before forming letters. For System Identification details,
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-
TAPER 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
> COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S.
U (TYP.) SET SCREW (TYP.)
9 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
12 5/8"
181/8"
CAPACITY - CONDUIT DIAMETER
6"
12"
LID SUPPORT (TYP.) see tandard peel IcaL on 9-2.7.2(4).
WELDED WIRE
8. When required in the Contract provide a 10" in x 27 1/2" in 10 gage divider late complete, with
FABRIC TYP. (TYPO q i () ( ), g g P P
(TYP.) 1/6 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.
JLL c 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
CI: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 DETAILALTERNATIVE 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.) 1 112+ shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
1 318" (IN) DIAM. HOLE WITH D (SEE NOTE 11) MIN shoulders shall be Heavy -Duty.
1/2 - 13 x 1 1/2 STAINLESS WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14, Distance between the to of the conduit and the bottom of the Junction Box lid shall be 6" In min. to 8" In STEEL PENTA HEAD BOLT 1 114" GAP (TYP.) 4" P ( ) ( )
FOR HOOK RELEASE (SEE NOTE 10) HEADED ANCHOR
(TYP.) 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 OD 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 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW
TOP OF SOIL p GROUND STUD (SEE NOTE 4) JOSE
3/8" (IN) STEEL B p�
SURFACE OR COVER LIP PLATE � Equipment Grounding �{ COUPLING NUT FOR ALTERNATIVE 2 -
FINISHGRADE GROUNDING STUD 1 1/2" MIN. TOP OF PAVED Conductor SEE DETAIL "E" ALTERNATIVE 2 OQ WASy�NC�
(SEE NOTE 4) 1 1/2 MIN.
E 3/8" (IN) STEEL 3/16" SURFACE < Copper Solderless 318" (IN) STEEL F LID SUPPORT (TYP.) - 4*J y
COVER PLATE 31 . /16" (SHAPE SHOWN �'
TOP OF BASE Crimp Connector COVER LIP PLATE
LID HOOK COURSE (TYP.) (SEE NOTE 3) a
a
----- ---------------------
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LID �O�O�O
q
I HOOK O
I (TYP)
- -
SEE
,� NOTE 7
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N O
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1
W
1
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3 (SEE NOTE 6)
to
CRUSHED SURFACING (BASE
E
COURSE OR TOP COURSE) - PER
w
STANDARD SPECIFICATION 9-03.9(3)
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=
H
APVC
® GRS CONDUIT
UIT
-
SECTION AO
O3 Equipment Bonding 10
Jumper (See Note 6) SHEAR)STUDI(TYP.) ANCHOR BOA 39820
® See Contract for conduit WELDED WIRE Ess 1 S T� �Gti
size and number FABRIC (TYP.) ZONAL F'
w o (WWF) 4x4-W2.9xW2.9
�e
LU
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m C0
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iLL
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N Q
1
(6 GAGE) (SEE NOTE 10)
Bailey, led
Apr 25 2016 U2 AM
2 � WELDED WIRE HOOP
U a''
MIN 3 (TYP.) W2.9 (6 GAGE)
LOCKING LID STANDARD
`= (SEE NOTE 10)
DUTY JUNCTION BOX
off°
TYPES 1 & 2
STANDARD PLAN J-40.10-04
o
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
eQ2L�ZC6LtP1L, Apr 282016 3:12 PM
SECTION
- STATE DESIGN ENGINEER
7 Washington State Department of Transportation
(CONDUITS NOT SHOWN)
DATE REVISION BY DATE
DESIGNED BY MRW 05/12/2022 Oj RECORD DRAWINGS KLW 8/27/2024
DRAWN BY MRW 05/12/2022
REVIEWED BY CAC 05/12/2022
J
W Y
J TOP OF _L"I'l-__�,
Z POLE
IWi
1/4" (IN) WEEP HOLE
m
1/4" (IN)
z
WEEP
HOLE
BELOW MATCHLINE- SEE DETAILS
❑ o
ON PEDESTRIAN SIGNAL HEAD
ro
WITH TYPE D MOUNT
MATCHLINE J
TYPE C MOUNT PLACEMENT
1" (IN)
9„
DIAMETER
HOLE (TYP.)
TAPERED STEEL
SHAFT
o�
1 -1
I-
c
9" (IN) DIAMETER
- - BOLT CIRCLE
3/4" (IN) STEEL
PLATE 1/8
3116
BASE PLATE DETAIL
INSTALL ROSETTE IF
NOTES
PEDESTRIAN SIGNAL HEAD
WITH TYPE D MOUNT
1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details.
2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 4 1/2" (in) O.D. at slipfitter
weld. Taper shall be 0.14" (in) per foot.
3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural
�'"�`'J
Welding Code - Steel. All butt welds shall be ground flush with base metal.
TOP OF
POLE
4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details.
5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details.
1/4" (IN) WEEP HOLE
6. Hand holes shall include a removable, rain -tight cover and gasket, fastened with two stainless steel
OFFSET SLIP FITTER
screws (ASTM 593).
7. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be
MATCHLINE
clamped to vertical rebar with a connector suitable for use embedded in concrete. Provide 3' - 0" min.
- - - - - -
slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer
recommended crimper).
ABOVE MATCHLINE - USE DETAILS
FOR PEDESTRIAN SIGNAL HEAD
8. The junction box serving the standard shall preferably be located 5' - 0" (10, - 0" max.) from
WITH TYPE C MOUNT
the standard.
9. When: shown in the plans, install plaque (R10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA
CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly.
TAPERED STEEL SHAFT
1/4" (IN) STAINLESS
STEEL HEX NUT
(SEE NOTE 2)
POLE WALL STAINLESS STEEL
WASHERS (TYP.)
ACCESSIBLE PEDESTRIAN
1/4" (IN) DIAMETER x 1 1/4" (IN) LONG
.. SIGNAL (APS) (SEE NOTE 5)
STAINLESS STEEL STUD
1/8 1/4" (IN) STAINLESS
STEEL NUT HEX (TYP.)
FULL CIRCLE CRIMP -ON
CONNECTOR (TYP.)
KNOCKOUT IS OPEN
EQUIPMENT GROUNDING
SUPPLEMENTAL GROUNDING CONDUCTOR
CONDUCTOR
GROUNDING CONNECTION JOSEP
io GROUNDING CONNECTION �
SEE DETAIL DETAIL ®� I# VASy�N
/lam
1 ' HAND HOLE EQUIPMENT GROUNDING CONDUCTOR
(SEE NOTE 6)
SUPPLEMENTAL GROUNDING CONDUCTOR
(SE NOTE 8)
1/4" (IN) WEEP TOP OF °' TOP OF
HOLE SIDEWALK FOUNDATION
LOCK NIPPLE
OFFSET SLIPFITTER - PREMOLDED
OFFSET TO FRONT JOINT FILLER
OF POLE
SUPPLEMENTAL GROUNDING
CONDUCTOR (SEE NOTE 8)
CONCRETE FOUNDATION
(SEE NOTE 1)
TYPE D MOUNT
VIEW O PEDESTRIAN SIGNAL STANDARD
TYPE D MOUNTING DETAIL (FIXED BASE SHOWN) �-
PERSPECTIVE VIEW
�O p 39B20 fkk
-CISTQ-
�ss10NAL F'
uley'Ted
Sun 26 2014 426 PM
PEDESTRIAN SIGNAL
STANDARD (TYPE PS)
DETAILS
STANDARD PLAN J-20.16-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
�. Jun 3020143:121'M
- STATE DESIGN ENGINEER
MAP
Washington State Department of Transportation
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 3/16" LID SUPPORT - L SHAPE SHOWN
in 1 3/8" (IN) DIAM. HOLE 3/8" (IN) STEEL COVER PLATE - 318" (IN) STEEL - 3/8" (IN) STEEL (SEE NOTE 3) 3/16" 2" (IN) x 1/4" (IN) - 3
SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER
O BOLT PLATE CHANNEL -
'i SEE DETAIL 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA HEAD
3/16 (TYP.) COVER LIP PLATE BOLT AND 1/2" (IN) S. S. FLAT WASHER
x
TYP
1" (IN)
( J TMP') 3/16 3/16 1 1/2 1/8 d 3/16 1 ( BOLT PLATE CHANNEL - Cl)
5
} � � HORIZONTAL
ONNTT
AL
2" (IN) x 1/4" (IN) -- 3 GAGE LID SUPPORT - LID HOOK - 1" (IN) x 1/8 SEE DETAIL SLOT
STEEL SPACER L SHAPE SHOWN 3/18 1" (IN) x 3116" (IN) ANGLE 3/16 71 -1/ o SLOTTED STEEL CHANNEL
(SEE NOTE 3) d' (SEE 3 NOTE 6) 518" (IN) x 1" (IN)
(TYP.) 3/16 a LID SUPPORT - 3/16 HORIZONTAL SLOT
a d
HEX COUPLING NUT WWF - WELDED L SHAPE SHOWN WWF - TIED IN 2 PLACES "
TO LIP PLATE d
LID BOLT DOWN o (SEE NOTE 3) TO EACH HEADED
1 5/8- (IN) SLOTTED S. S. ATTACHMENT TAB - 4 ANCHOR SHEAR STUD 3/16 3/16
CHANNEL WITH S. S. SEE DETAIL WELDED WIRE o�
CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9 (TYP.)
P (TYP.) 4 HEX COUPLING NUT
HOO
DETAIL O W2.9 (6 GAGE) (6 GAGE) (SEE NOTE 10) 1 S. S. 5/16-NC x 7/8" (IN) WITH
(SEE NOTE 10) S. S. 5/16-NC x 3/4" (IN) BOLT
ALTERNATIVE 1 SHOWN SECTION O 3/8" (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
(SEE NOTE 3) 3/16" 3/16 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
112 -13 x 1 112 S. S. PENTA HEAD (SEE NOTE 12)
3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA BOLT AND 1/2" (IN) S. S. FLAT WASHER
COVER LIP PLATE HEAD BOLT AND 1/2" (IN)
S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2" 9!1 DIAM) 2" 2"
LID LIFTING NOTCH �- 1/4" (IN) x 3/4" (IN)
BOLT PLATE CHANNEL - 1" HOLE
SEE DETAIL 3/8' (IN) STEEL COVER PLATE -
1/8 BOLT PLATE CHANNEL - = SHOWN CUT AWAY FOR CLARITY A SEE DETAIL -
i 5/8" (IN) x
1" IN
3/16 1 1/2 (TYP-)
T P) 3116 1 1/2 7/16" (IN) x ! ^ VERTICAL
WWF - TIED IN 2 d 3 (SEE NOTE 6) 3/16 SLOT
M - --- -- _ SLOT
PLACES TO HEADED LID SUPPORT - L SHAPE
ANCHOR SHEAR STUD d m SHOWN (SEE NOTE 3)
9/16" (IN)
WWF 04-W2.9xW2.9 1 a EXPOSE LID BOLT DOWN N DIAM. HOLE
(TYP.) (6 GAGE) a a BOLT DOWN SUPPORT ANGLE TO ATTACH
(SEE NOTE 10) ATTACHMENT TAB - --- ALTERNATIVE 2 LID BOLT DOWN 112" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x
HEX COUPLING NUT
SEE DETAIL 3112. ANGLE ATTACHMENT TAB ( 1/4" (IN) ANGLE
3!8" (IN) x 3" (IN) S. S. 5116-NC x 7/8" (IN) WITH
HEADED ANCHOR S. S. 5116-NC x 3/4" (IN) BOLT & THREE LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT
SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL
WELDED TO 114" (IN) ANGLE 1/2" (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 1/8 (TYP.) JOSEpy
DETAIL OE PERSPECTIVE VIEW ®�L OQ WASy,N
ALTERNATIVE 2 SHOWN ALTERNATIVE 2
1/2 - 13 x 1 1/2 S. S. PENTA LID BOLT DOWN ATTACHMENT TAB
HEAD BOLT AND 1/2" (IN) S. S. i �7
FLAT WASHER (SEE NOTE 12) a 'C
3/16" 1 1/8" (IN) x 2" (IN) I 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT
3/8" (IN) STEEL 1 1/8" (IN) x 2" (IN) VERTICAL SLOT AND 112" (IN) S. S. FLAT WASHER
COVER LIP PLATE VERTICAL SLOT O y 39B20 �v
(TYP) 3/8" (IN) STEEL COVER 1/8" (IN) x 3/4" (IN) ALA ,G'1 STBR� 1�
3/16 _ PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE s's 0NA L '
AWAY FOR CLARITY c`J� I E
1/8 - (TYP.) 1/4" IN STEEL
3/16 `v ( ) Bailey, lea
tt ' _ PLATE Apr252016933AM
3l16 1 1/2
1/6" (I") x 3/4" (I") LOCKING LID STANDARD"
3116 11/2 STEEL ANGLE LID SUPPORT
a' 33/4" 1/8 DUTY JUNCTION BOX
WWF TIED IN 2 -� m a L SHAPE SHOWN `v "
PLACES -HEADED ad 3/16 1/8" (IN) x 3/4" (SEE NOTE 3)
(IN) �,�
ANCHOR SHEAR STUD p ANGLE (TYP.) TYPES 1 & 2
1/4" (IN) STEEL PLATE STANDARD PLAN J-40.10-04
WWF 4x4-W2.9xW2.9 d .a �� 1/4" (IN) S. S. PLATE a". 3/4" (IN) SHEET 2 OF 2 SHEETS
(TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN 1/8
RADIUS
(SEE NOTE 10) (SEE NOTE 3) 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 /�/ Carpenter, Jeff3/8" (IN) x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE &1#,ers _1 fiW Apr2920163 12 PM
HEADED ANCHOR DETAIL OF FOR LEFT ANGLE FOR LEFT ANGLE
SHEAR STUD- DETAIL AML
O ALTERNATIVE STATE DESIGN ENGINEER
ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB
WELDED TO T Washington State Department of Transportation
LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -"
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.
transpogroup AVF
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
Know what's below.
T-420009 Call before you dig.
GMD RENTON
52038
1/sTERti°�ti� o�e< CITY OF RENTON MAY 2022
NAL obh1�� AS-BUILTS TRAFFIC SIGNAL DETAILS
TSO4
SHEET
8
OF
10
SHEETS