HomeMy WebLinkAboutT-420008U
0
IN
0
Y (IN) PIPE CAP NOTES
l 3" (IN) PIPE CAP . w
rTHREE
TOP OF POST _ 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details.
STAINLESS STEEL2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA
FLAT WASHER --- - - - - - --- -
TOP of POST CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post
1/4" (IN) STAIN_ - height to accommodate plaque and leave a 2" (in) space between signs.
STEEL HEX*
1/4" (IN) • 1 1/4" (IN) LONG\v GROUNDING CONNECTION - 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information.
L3 STAINLESS STEEL SEE DETAIL AT LEFT o
THREADED STUD- - 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard.
EQUIPMENT GROUNDING
POST CODUCTOR . ---- .. 5. Two button installation may require adaptor(s).
EQUIPMENT GROUNDINGWALL - -- - v
CONDUCTOR AND FULL CIRCLE w
CRIMP -ON CONNECTOR - CRIMPED FIELD DRILL AND TAP FOR O
W FIIi LU 0
WITH A MANUFACTURER'S 1/4 20 THREAD BOLT (TYP.)
_�]/ w ACCESSIBLE PEDESTRIAN
RECOMMENDED CRIMPER
-',�' � SIGNAL (APS) ASSEMBLY
GROUNDING CONNECTION * WELD STUD To POLE WALL To
w DETAIL MAXIMUM EXTENT POSSIBLE ;1' ;, I'i ■
o (1/2" (IN) MINIMUM WELD) 10" (IN) OR LESS DESIRABLE -
o_ 18" (IN) MAXIMUM
5/8" (IN) DIAMETER
HOLE (TYP.) -J0- - -- -
LU
0 1 1/2" (IN) DIAMETER 5/8" (IN) DIAMETER
i �
�,i HOLE HOLE of
W
aZ 1„ POST DETAIL 0
Z
0 W
o i w
6" (IN) DIAMETER a =v
BOLT CIRCLE - - 0 PLATE) STEEL - CONDUCTOROU EQUIPMENT GROUNDING = ! EDGE OF
i
PEDESTRIAN PUSHBUTTON POST - SIDEWALK
IL
Y STEEL PIPE (SCHEDULE 40) i " CONDUIT COUPLING - INSTALL FLUSH
ANCHOR BOLT TEMPLATE WITH TOP OF FOUNDATION (DO NOT
GLUE PVC STUBOUT)
7„
1 N 1 TOP OF FOUNDATION
�L
5/8 (IN) DIAMETER 3/4" (IN) CHAMFER (TYP.)
HOLE TYP. = PREMOLDED
(TYP.) _ N X
a JOINT FILLER
TOP OF
FINISHED GRADE w
6" (IN) DIAMETER �-':11SIDEWALK
FINISHED
BOLT CIRCLE GRADE
ANCHOR BOLT TEMPLATE ASSEMBLY L IN
3 9/16 (IN) 0 o ANCHOR BOLT TEMPLATE - TWO REQUIRED ELEVATION
DIAMETER m ) x 18IN (IN) HOLE 112E (" FULL THREAD ANCHOR BOLT -
)
-- m FOUR REQUIRED PER ASSEMBLY
112E IN (IN) STEEL PIPE
1/2" (IN) DIAMETER STEEL HEAVY HEX NUTS -
(Z
\_ S (SCHEDULE 40) o FOUR REQUIRED PER ANCHOR BOLT
(Sp \
STEEL PLATE J BASE PLATE DETAIL iv FLAT WASHERS -FOUR REQUIRED
PER ANCHOR BOLT 0 lr�C48821R�0 �6V
GROUNDING BASE PLATE ASSEMBLY - c IST
EQUIPMENTCO CONDUCTOR _ _ _ 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, ; !I COMMERCIAL CONCRETE ����ON�L
_ WITH FLAT WASHER, TWO EACH
REQ'D. PER ANCHOR BOLT - MIN.
,19 2:53 PM
M - OF TWO THREADS ABOVE TOP OF JacksonFlint
� 3/16 NUT OR 5/8" (IN) MAXIMUM (TYP.) i ,/
Jul 29 26
3/8' (IN) _ ACCESSIBLE PEDESTRIAN
DRAIN TUBE _ GROUT PAD - PUSHBUTTON POST (PPB)
INSTALL AFTER 1" (IN) DIAMETER AND FOUNDATION
STANDIARD CO NG ELECTRICAL
-- STANDARD PLAN J-20.10-04
fill fill
SHEET 1 OF 1 SHEET
118E - D
o - 2" (IN) LONG PVC STUBOUT
V (IN) DIAMETER ELECTRICAL
DETAIL A CONDUIT
SQUARE - APPROVED FOR PUBLICATION
Roark, Steve
Jul 11 2019 12,13 PM
FOUNDATION DETAIL --- --- --- - STATE DESIGN ENGINEER
Amok
e 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 DIAMOND PATTERN 316E (IN) STEEL COVER
SEE NOTE 4 (NP') SEE NOTE 2 LIP PLATE TYP.) 7. The System Identification letters shall be 118E (in) line thickness formed with a mild steel weld bead. See
( ) 3/1s 1 1/2 ( > ( Cover S MarkingSdetail. 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 - - 0 -
TAPER OF BOX BOX INTERIOR LENGTH - 1/16"
O 5/16" (IN) x 1" (IN) S. S. (TYP-) 1/4
v COUPLING NUT 5116E (IN) x 1 112E (IN) S. S.
(TYP) SET SCREW (TYP.)
- - - - - 10 GAGE
J GALVANIZED
m DIVIDER PLATE STEEL
SIDE VIEW
Z
Z ELEVATION VIEW
(FOR TYPE 2 JUNCTION BOX ONLY)
A
LID SUPPORT (TYP.) C
(SEE NOTE 3)
JUNCTION BOX DIMENSION TABLE
Y
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"
181/8"
CAPACITY - CONDUIT DIAMETER
6"
12"
LID SUPPORT (TYP.) see tandard peel Icatfon 9-2a.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.) 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.
Ja e 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
w 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 I 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 11 ... 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 114E 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 3M DUTY JUNCTION BOX
3/16 3M (CONDUITS NOT SHOWN) PERSPECTIVE VIEW
TOP OF SOIL A GROUND STUD (SEE NOTE 4) JOSE
316E (IN) STEEL B p�
SURFACE OR COVER LIP PLATE Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 FINISHED GRADE GROUNDING STUD 1 1/2" MIN. TOP OF PAVED Conductor SEE DETAIL "E" ALTERNATIVE 2 WASy�Nc�
(SEE NOTE 4) 1 1/2 MIN. OQ
E 3/8" (IN) STEEL 3116E SURFACE O2 Copper Solderless 3/g" (IN) STEEL F LID SUPPORT (TYP.) - <TJ ! y C
COVER PLATE 3116E (SHAPE SHOWN
TOP OF BASE Crimp Connector COVER LIP PLATE
�2 \ LID HOOK COURSE (TYP) (SEE NOTE 3) a "�
�
0
O
g cV
W
W
m
Ur
w
L _�_7
z
z
i
LL
N
w
=
4 PVC
CONDUIT
-----------------
DESIGNED BY
DRAWN BY
REVIEWED BY
Is a
1---- ------ =-------------
z
LID
q
I HOOK
I (TYP)
- -
SEE
NOTE 7
r
b
d
C I
I
Q i--
Q3 Equipment Bonding A
318E (IN) x 3" (IN) HEADED ANCHOR �v
a Jumper (See Note 6) A SHEAR STUD (TYP.) 0 �� 39820��� <v
}} -- ---
s 1 N F 4Q See Contract for conduit WELDED WIRE �ssIONAL ECG`
0 size and number FABRIC (TYP.)
C3 W o ': f' (WWF) 4x4-W2.9xW2.9
1. ,
1"
W
3„
2"
w
8
3 (SEE NOTE 6)
' .
MIN.
m
W
a
Mom(
CRUSHED SURFACING (BASE
2
m
COURSE OR TOP COURSE) - PER
0
STANDARD SPECIFICATION 9-03.9(3) ,
2
C
N
® GRS CONDUIT
SECTION
0
DATE
MRW 05/12/2022
MRW 05/12/2022
CAC 05/12/2022
(6 GAGE) (SEE NOTE 10)
Apr25 2016 9:32 AM
2 WELDED WIRE HOOI_IwllP'
MIN 3 (TYP.) W2.9 (6 GAGE)
LOCKING LID STANDARD
`= (SEE NOTE 10)
DUTY JUNCTION BOX
off°
TYPES 1 Ss 2
STANDARD PLAN J-40.10-04
o
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
��
Carpenter, Jeff
eQ/t�iPAftF1L, Apr 282016 3:12 PM
SECTION (B J
STATE DESIGN ENGINEER
TWashington State Department of Transportation
(CONDUITS NOT SHOWN) ,
_J
W
� TOP OF
Z POLE
X
LL 1/4" (IN) WEEP HOLE
m 1/4" (IN)
Z WEEP
HOLE
BELOW MATCHLINE- SEE DETAILS
o ON PEDESTRIAN SIGNAL HEAD
WITH TYPE D MOUNT
i� MATCHLINE �_
TYPE C MOUNT PLACEMENT
V (IN) 9,,
DIAMETER
HOLE (TYP.) TAPERED STEEL
SHAFT
I -1
o, i-
c
9" (IN) DIAMETER
BOLT CIRCLE
3/4" (IN) STEEL PLATE 1/8
3/16
BASE PLATE DETAIL
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
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 SLIPFITTER
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. Where 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
114" (IN) STAINLESS
STEEL HEX NUT
(SEE NOTE 2)
POLE WALL STAINLESS STEEL
WASHERS (TYP.)
® ACCESSIBLE PEDESTRIAN
114" (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
INSTALL ROSETTE IF
CONNECTOR (TYP.)
KNOCKOUT IS OPEN EQUIPMENT GROUNDING
SUPPLEMENTAL GROUNDING CONDUCTOR
CONDUCTOR
i GROUNDING CONNECTION GROUNDING CONNECTION ]®SEp�,
SEE DETAIL DETAIL ®� - WASy1N
/ 1~
1 ' HAND HOLE � EQUIPMENT GROUNDING CONDUCTOR
(SEE NOTE 6)
SUPPLEMENTAL GROUNDING CONDUCTOR
(SE NOTE 8)
114E (IN) WEEP TOP OF °' TOP OF
HOLE SIDEWALK M FOUNDATION
LOCK NIPPLE
i
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 „Q 39820
y�1 STBRW ♦�
�?�ss10NAL
Jun 12620144 26PM
PEDESTRIAN SIGNAL
STANDARD (TYPE PS)
DETAILS
STANDARD PLAN J-20.16-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Jun 30ch, Pasco
� Jun 3020143:12 PM
- STATE DESIGN ENGINEER
T 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 1 3/16" LID SUPPORT - L SHAPE SHOWN
1 3/8" (IN) DIAM. HOLE 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3116E 2" (IN) x 1/4" (IN) - 3 1" 1 516E
SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER
0 BOLT PLATE CHANNEL -
W 3/8" (IN) STEEL
SEE DETAIL (TYP) COVER LIP PLATE BOLT
- 13 x 1 1/2 S.) PENTA HEAD
v 3/16 BOLT AND 112E (IN) S. S. FLAT WASHER
3/16 a 11 1 TYP.) N 5/8" (IN) x
(TYP.) 3/16 1 1/2 1/8 4 3/16 1 ( BOLT PLATE CHANNEL - 1" (IN)
2" (IN) x 114E (IN) - 3 GAGE LID SUPPORT - o '" o " 1 88 O SEE DETAIL HORIZONTAL
LID HOOK - 1" (IN) x SLOT
STEEL SPACER L SHAPE SHOWN 3/16 1" (IN) x 3116E (IN) ANGLE 3/16 1 1!2 o SLOTTED STEEL CHANNEL
- x
(SEE NOTE 3) 4' 3 (SEE NOTE 6) 5/8" (IN) 1" (IN)
(TYP.) 3/16 ...a o a LID SUPPORT - 3/16 4 HORIZONTAL SLOT
HEX COUPLING NUT WWF-WELDED WWF -TIED IN 2 PLACES
--._-- L SHAPE SHOWN 4 �•.,.,
LID BOLT DOWN TO LIP PLATE (SEE NOTE 3) TO EACH HEADED
1 5/8' (IN) SLOTTED S. S. ATTACHMENT TAB - 4 ANCHOR SHE STUD 3/16 3/16
CHANNEL WITH S. S. SEE DETAIL WELDED WIRE p�
CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9 (TYP.) 4 HEX COUPLING NUT
HOOP (TYP.) (6 GAGE) (SEE NOTE 10)
DETAIL O W2.9 (6 GAGE) 1 S. S. 5/16-NC x 718E (IN) WITH
(SEE NOTE 10) SECTION O S. S. 5116-NC x 3/4" (IN) BOLT
ALTERNATIVE 1 SHOWN 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
LID SUPPORT - 1/4" LID LIFTING NOTCH WELDED TO LIP PLATE DETAIL O
L SHAPE SHOWN ALTERNATIVE 1
(SEE NOTE 3) 3116E 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) 9l16" IN
S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLE 2" 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
1/8 A BOLT PLATE CHANNEL - - SHOWN CUT AWAY FOR CLARITY I " (I )
SEE DETAIL - - g N x
-- - - 1" (IN)
3/16 1 1/2 3 SEE NOTE 6 P• 3/16 1 1/2 7/16" (IN) x n VERTICAL
WWF - TIED IN2 4 ( ) (TY ) 3/16 M SLOT
r1 - --- -- .i _ SLOT
PLACES TO HEADED LID SUPPORT - L SHAPE
ANCHOR SHEAR STUD 4 m SHOWN (SEE NOTE 3)
9116E (IN)
WWF 4x4-W2.9xW2.9 1 a EXPOSE LID BOLT DOWN N DIAM. HOLE
(TYP.) (6 GAGE) "4 BOLT DOWN SUPPORT ANGLE TO ATTACH
(SEE NOTE 10) HEX COUPLING NUT ATTACHMENT TAB - --- ALTERNATIVE 2 LID BOLT DOWN 112E (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x m
SEE DETAIL 3 112E ANGLE ATTACHMENT TAB ( 114E (IN) ANGLE
3!8" (IN) x 3" (IN) S. S. 5/16-NC x 716E (IN) WITH
HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT & THREE LID BOLT DOWN SUPPORT 7116E (IN) x 314E (IN) SLOT
SHEAR STUD - EACH S. S. 5/16" (IN) FLAT WASHERS ANGLE - 2" (IN) x 2" (IN) x
WELDED TO 1/4" (IN) ANGLE ( ) S. S. HEX NUT BOLT PLATE CHANNEL
LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 112E IN
1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL O O
ALTERNATIVE 2 SHOWN 1/6 (TYP.) J OSEp�
DETAIL OE PERSPECTIVE VIEW ®� p@ WASy�N+l
ALTERNATIVE 2 SHOWN ALTERNATIVE 2 V �t�
1/2 - 13 x 1 1/2 S. S. PENTA LID BOLT DOWN ATTACHMENT TAB
HEAD BOLT AND 1/2" (IN) S. S. 71
FLAT WASHER (SEE NOTE 12) F a "E
3118E 1 116E (IN) x 2" (IN) 1 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 1/2" (IN) S. S. FLAT WASHER �
COVER LIP PLATE VERTICAL SLOT O p 39820 �v
(TYP.) 3/8" (IN) STEEL COVER 1!B" (IN) x 3!4" (IN) '��t yC1 S TERW ♦�
3/16 _ PLATE -SHOWN CUT STEEL ANGLE 114E (IN) STEEL PLATE ss ONAL 1JG
AWAY FOR CLARITY M� I E
o" = 3/16 (TYP.)--------------- v 114E (IN) PLATE Bailey, Ted
STEEL
1/8 _
c!t - - Apr 25 2016 9:33 AM
3/16 11/2 t ----
116E (IN) x 3,4E (I") LOGRING LID STANDARD 3116 1 1/2 � STEEL ANGLE LID SUPPORT -
4' 33/4" 1B DUTY JUNCTION BOX
WWF -TIED IN 2 � m a L SHAPE SHOWN `v >
PLACES TO HEADED 44 3/16 1/8" (IN) x 3/4" (IN) (SEE NOTE 3) �,�
ANCHOR SHEAR STUD p ANGLE (TYP.) TYPES 1 & 2
,/4" (IN) STEEL PLATE STANDARD PLAN J-40.10-04
WWF 4x4-W2.9xW2.9 4 .a p� 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
(SEE NOTE 10) (SEE NOTE 3) RADIUS
118E (IN) x 314E (IN) STEEL APPROVED FOR PUBLICATION
ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL q��� carpenter, Jeff
3/8" (IN) x 3" (IN) SHOWN, MIRROR IMAGE HEX NUT ANGLE- I R RIMAGE e23LjtB 1r_1 pa Apr 28 2016 3:12 PM
HEADED ANCHOR DETAIL O FOR LEFT ANGLE FOR LEFT ANGLE
SHEAR STUD- DETAIL OE ALTERNATIVE STATE DESIGN ENGINEER
ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TABAdmok
WELDED TO T Washington State Department of Transportation
LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -"
REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING tW TRANSPORTATION OPERATIONAK
JChavez 05/17/2022 CBarnes 05/17/2022 '
transpogroup sgr
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-420008 Cal I before you dig.
GMD RENTON
TSO4
%-SHEET
'STE °�47'
�otiti CITY OF RENTON MAY 2022 of
NAL 10
oy�1ti TRAFFIC SIGNAL DETAILS SHEETS