HomeMy WebLinkAboutR-435497I
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I
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TAPER DIVIDER ENDS
TO MATCH INSIDE
- -
TAPER OF BOX BOX INTERIOR LENGTH -1/16"
0
O 5/16" (IN) x 1" (IN) S. S. (Ty ) P.1/4 =
Y COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S.
v (TYP) SET SCREW (TYP.)
10 GAGE
J GALVANIZED
m DIVIDER PLATE STEEL SIDE VIEW
3 ELEVATION VIEW
(FOR TYPE 2 JUNCTION BOX ONLY)
0
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-
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NOTE 7
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-- A
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
1 3/8" (IN) DIAM. HOLE WITH
112 - 13 x 1 112 STAINLESS
STEEL PENTA HEAD BOLT I
BOLT PLATE -SEE DETAIL
(TYP.) 3/1
3/16 V 3!4
TOP OF SOIL
SURFACE OR
FINISHED
GRADE
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4 PVC
C DUIT
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 _
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a
3116
(TYP.)
}
2" (IN) x 1/4" (IN) - 3 GAGE
STEELSPACER
0
(TYPJ
3116
1 518" (IN) SLOTTED S. S.
CHANNEL WITH S. S.
CHANNEL NUT AND SPRING
1 1/4" GAP (TYP.) 4"
FOR HOOK RELEASE
LOCKING LID STANDARD
DUTY JUNCTION BOX
(CONDUITS NOT SHOWN)
A
GROUNDING STUD 1 1!2" MIN.
(SEE NOTE 4)
3/8" STEEL 3/
COVERER PLATE
LID HOOK
a
F
z I.
2 1 MIN.
3" 2
3 (SEE NOTE 6) MAX"a?• MI
CRUSHED SURFACING (BASE
COURSE OR TOP, OURSE) - PER
STANDARD SPECIFICATION 9-03.9(3)
4O GRS CONDUIT
SECTION AO
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
12 5/8"
181/8"
CAPACITY -CONDUIT DIAMETER
1 6"
11 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 114-20 NC x 314" (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.
YP•) 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 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.
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
welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
Y rY 9 PP P 9 P
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 1/2, 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 NOTE 4)
3/8" (IN) STEEL B J®sL' f=tJ
COVER LIP PLATE Q Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� OF WAS rl
Conductor SEE DETAIL "E" ALTERNATIVE 2 E _ y�N16,
TOP OF PAVED 1 1/2 MIN.
SURFACE 20 Copper Soldedess 3/8" (IN) STEEL F LID SUPPORT (TYP.) - 02, 2
TOP OF BASE Crimp Connector COVER LIP PLATE 3/18 L SHAPE SHOWN
COURSE O Equipment Bonding (TYP.) (SEE NOTE 3)
Jumper (See Note 6) SHEAR)STUx 3"DI(NTjYPEADED ANCHOR �o� A 39e20 E� W�
® See Contract for conduit WELDED WIRE �s, ICI S TES G1�
size and number FABRIC (TYP.) SIONAL
c = w o (WWF) 04-W2.9xW2.9
O=
J 0
m N
a
7 m
20
is g a
N O
LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN)
3/8" (IN) STEEL COVER PLATE -
3/8" (IN) STEEL
SHOWN CUTAWAY FOR CLARITY
COVER LIP PLATE
YP.)
C311
RT -
OWN
3/16
(SEE NOTE 3)
HEX COUPLING NUT WWF-WELDED
LID BOLT DOWN
TO LIP PLATE
ATTACHMENT TAB -
SEE DETAIL
WELDED WIRE
HOOP (TYP.)
DETAIL OF 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) 3116
3/8" (IN) STEEL 1/2-13 x 1 1/2 S. S. PENTA
COVER LIP PLATE HEAD BOLT AND 1/2" (IN)
S. S. FLAT WASHER
V 1/B
3116 11/2
WWF-TIED IN 2
PLACES TO HEADED J
ANCHORSHEARSTUD
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 �a� (SEE NOTE 6)
COVER MARKING DETAIL
ITS
vz° (TYP.) �T
O O O O O O 1/4" CLEAR
---e-O
Z; I T LL AROUND
O�OQOQoVO
SEE NOTE 7
z D (6 GAGE) (SEE NOTE 10) Agate i R , Ap 25 2016 9:32 AM
�2" WELDED WIRE HOOP
N . �.• � 3 (TYP.)W2.9(6GAGE) LOCKING LID STANDAR
'L (SEE NOTE 10) DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
o SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
eCi29dENt'PIL, Apr 28 2016 3:12 PM
SECTION O STATE DESIGN ENGINEER
T Weahinglon State Department of Trenaporfefion
(CONDUITS NOT SHOWN) -"
LID SUPPORT - L SHAPE SHOWN
3/6" (IN) STEEL (SEE NOTE 3)
7�
COVER PLATE
3/8" (IN) STEEL
%%�% COVER LIP PLATE
a �.. 1
e 4 3/16 1 (TYP.)
1/6
o LID HOOK -1" (IN) x
1" (IN) x 3/16" (IN)
ANGLE 3/16 11/2
3/16
o LID SUPPORT -
L SHAPE SHOWN
WWF -TIED IN 2 PLACES
o (SEE NOTE 3)
TO EACH HEADED -
d
ANCHOR SHEAR STUD
WWF 04-W2.9x W2.9 (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
3/16
<d 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 OE
ALTERNATIVE 2 SHOWN
1/2 - 13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2" (IN) S. S.
FLAT WASHER 1 1/8" IN
318" (IN) STEEL 3/ VERTICAL SLOT
COVER LIP PLATE 1 1/B" CA x 2" T
177
VERTICAL SLOT
(TYP.) 3/16
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)
I
318" (IN) STEEL COVER PLATE -
SHOWN CUT AWAY FOR CLARITY
3 1/2"
DETAIL OF
ALTERNATIVE 2 SHOWN
PERSPECTIVE VIEW
1/4" LID LIFTING NOTCH 2" 1 2 1/2"
" " 2(IN) x 1/4(IN) - 3
3/16" GAGE STEEL SPACER 1" 1 5/B"
1/2 - 13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S. S. FLAT WASHER
5/8" (IN) x
1" (IN)
BOLT
ECHANNEL- HORIZONTAL
SEDETAIL
SLOT
o ------------------
SLOTTED STEEL CHANNEL
3 (SEE NOTE 6) HORIZONTAL
x 1" (IN)
4 HOZONTAL SLOT
a
3116 3/16
4 HEX COUPLING NUT
1 S. S. 5/16-NC x 7/8" (IN) WITH
J 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 OE ALTERNATIVE 1
ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 12)
2" 9/16" (IN) 2"
DIAM. 2"
1„ HOLE 1 1/2"
1"
5/8" (IN) x
-- -- ---- 1" (IN)
7/16" (IN) x m VERTICAL
3/4" (IN) _-_ ___ _ SLOT
SLOT
(V
DIAM. HOLE
1/2" (IN) S. S. HEX NUT (I (I2" " (I A x x 1
1" N) ANGLE
7/16" (IN) x 3/4" (IN) SLOT BOLT PLATE CHANNEL
1/2" (IN) S. S. HEX NUT
O
1/8 frYP.) JosEA,y
ALTERNATIVE 2
LID BOLT DOWN ATTACHMENT TAB 02, 2
1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12) E_ "C
AND 1/2" (IN) S. S. FLAT WASHER
3/8" (IN) STEEL COVER 1/6" (IN) x 3/4'(IN) �or�f ���I STERF�
39820
PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE gs, �G
AWAY FOR CLARITY Ml IONAL F
V118�
o 3/16
1/8" (IN) x 3/4" (IN)
3116 1 1/2
STEEL ANGLE
WWF -TIED IN2
4 3/16
0
PLACES TO HEADED
a 1/8' (IN) x 3/4" (IN)
ANCHOR SHEAR STUD o
ANGLE (TYP.)
1/4" (IN) STEEL PLATE
WWF4x4-W2.9xW2.9
a .�A
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
DETAIL OF
SHEAR STUD -
DETAIL OE
WELDED TO
ALTERNATIVE 3 SHOWN
LIP PLATE
ALTERNATIVE 3 SHOWN
PERSPECTIVE VIEW
DATE
DESIGNED BY TDL 08/25/2025
DRAWN BY MPL 08/25/2025
REVIEWED BY TDL 08/25/2025
/ 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
1/4" (IN) STEEL yailoy, rya
3116 1112 PLATE Apr zs 20 16933 AM
LID SUPPORT- LOCKING LID STANDARD
LSHAPESHOWN a " 3 I�3/a 118 I DUTY JUNCTION BOX
(SEE NOTE 3)hL TYPES 1 A 2
T STANDARD PLAN J-40.10-04
RADIUS
1/8 SHEET 2 OF 2 SHEETS
US
1/8" (IN) x 3/4" (IN) STEEL APPROVED FOR PUBLICATION
ANGLE - RIGHT ANGLE 1/2" EXIN) S. S. N LE x 3/4" OR STEEL C..P t Jeff
SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE ea2fzeaeten. ( Apr 28 2016 3:12 PM
FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE STATE DESIGN ENGINEER
LID BOLT DOWN ATTACHMENT TAB IT,woahingion State Deportment of Tranaporlatlon
(SEE NOTE 12)
REVISION
792
"BAND- - -- - -
OR
MOUNTING ONEXISTING
METAL POLE OR LUMINAIRE
" MIN. T
'OGE OF
5/16"x2 -1 /2'"
GALVANIZED BOLT WITH
GALVANIZED WASHERS.
AL
FINISHE
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2
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WS00T STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWAY
30'-�1
90
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
• • e s
o
SIGN POST o i
o • •
• • e
o
e
•
LOWER SIGN 5//16" (IN) CORNER BOLT
POST SUPPORT Oit 318- )(IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS
2 REQUIRED (TYP.)
BOLT STOP
"SIGN POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-CAGE. HOT -DIP GALV.,
IN.9" HEAVY-DUTY ANCHOR
IAM.
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
PUBLIC WORKS METAL POST APPROVED: DEPARTMENT(ADOPTED) G•A #4116
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transpogroup
WHAT TRANSPORTATION CAN BE.vr
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
TRANSPORTATION OPERATION
cbarnes 09/23/2025
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RENTON REGIONAL
FIRE STATION #16
AUGUST 2025
EMERGENCY VEHICLE WARNING DETAILS
1209110
SHEET
3
OF
3
SHEETS
R-435497