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TAPER DIVIDER ENDS
TO MATCH INSIDE -
TAPER OF BOX
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5/16' (IN) x 1' (IN) $. S
COUPLIN
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(TYP.) 114
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10 GAGE
GALVANIZED
w DIVIDER PLATE STEEL
__- - SIDE VIEW
ELEW10M VIEW
(FOR TYPE-7JUNCTION BOX ONLY)
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LID SUPPORT (TYF'.) - - - r~-
(SEE NOTE�3} C
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AS—BUILTS ILLUMINATION DETAILS
OF
VAUGHN TRUST PROPERTY
A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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
e of surface treatment see Contract Documents for details and the year of manufacture.
type ( ) Y
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 3116" (in) minimum thick steel C, L, or T shape, welded to the frame.
4. A 114-20 INC 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.
6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
GROUNDSTUD f (TYP.} °MnND PATTERN 3!g" (IN) STEEL COVER 7. The System Identification letters shall be 1/6" (in) line thickness formed with a mild steel weld bead. See
(SEE N TL-4) ' 116 .1 1r2 - (EE OTE 2) LIP PLATE (YR)
Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
COUPLIN�1G NUT I,
FOR ALTERNAfiN
-
SEE T2--I
LID LIFTING N.
IA" (IN) x 4' IN ++
I-
A s
HEADED AN SHEAR
STUD _ M' k x 3" IN 10
COUNT STUDS EVENLY
(PLACE TO SIDE OF LI
SPACED AROUND
BOLT DOWNSUPPORT A-
NGLE WHEN USING LOCK- C
BOX INTERIOR LENGTH
71
5/16' (IN) x 1 1)2" (IN) S. S.
SETSCREW (TYP,)
JUNCTION BOX DIMENSION TABLE
>t
ITEM
BOX TYPE
TYPE 1
TYPE 2
A
OUTSIDE LENGTH OF JUNCTION BOX
22,
33"
B
OUTSIDE WIDTH OF JUNCTION Bart
17"
22 10
C
INSIDE LENGTH OF JUNCTION BOX
18" - IW
21" - 28'
D
INSIDE WIDTH OF JUNCTION BOX
13,- 14"
17" -18"
E
ILIDLENGTH
17 51B"
211 5/8"
F
ILIDWICITH
12 SW
IS US"
CAPACITY -CONDUIT DIAMETER
e"
1 12"
1PPORT ((YP.} see Standard Specification 9-29.2(4).
wELvwRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
FA�RIC (TYP.) 1/� _ 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.
I - 10. See the Standard Specifications for alternative reinforcement and class of concrete.
e 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 amethod f retrofitting by using a mechanical process in lieu of
a -
welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
I assembly will vary among manufacturers. See approved manufacturers' shop drawings or specifics.
Y ry 9 PP P 9 P
ING DETAIL ALTE NATIVE-_ - 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
2 s orE i1, r r - - - _EAOEDANCHOR `f Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
( ) C_SHEARSTUD (TYP,) 11q, shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
1 3/8" (IN) DIAM..H�LE WIH _ `� B D - I (SEE NOTE 11) \ shoulders shall be Heavy -Duty.
1!2 -13 x 1 1l218T 1NLE S W LDEO WIRE HOOP (TYP.) STEEL PENTA HEAD BOLT 1 114' GAP (TYP.) - 4" (SEE NOTE P.) WF WIRE
71ED7 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 p,) -- max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments
BOLT PLATEN- 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 � limits shall be from 6" (in) min. to 10" (In) max. See Standard Specification 8.20.3(6).
(�ryP-) 31116 314 DUTY4UNCTION BOX
-- 3116 - l --- PERSPECTIVE VIEW
--(CONDUITS NOT SHOWN)
TOP 4 : -X- - '. �� GROUND STUD (SEE NOTE 4) , ®SEJ,
SURFOACE OR j r OVER LIP PPLATE � Equipment Grounding STEEL B `� COUPLING NUT FOR ALTERNATIVE 2 - ��
FINISHED L _� ROUNDING STUD 1 112r MIN.. G _ Conductor SEE DETAIL "E ALTERNATIVE 2 OQ WAS/11,
GRADE. ` 1 -( EEiJOTE 4) OP OF PAVED 1,1 1/2 MIN. '�� yr
3B" (IN) S7ELL I NI(r SURFACE Q Copper SOlderless 3/e" (IN) STEEL a �..F LID SUPPORT (TYP.) -
f `COVER PLATE TOP OF BA i3116_ L SHAPE SHOWN
SF Crimp Connector COVER LIP PLATE
I -- - ----(TYP.) i (SEE NOTE 3)
LID H K' Q3 Equipment Bonding I .o x
— COURSE
3/8" (IN) x 3" (IN) HEADED ANCHOR w
J i) I : _ _ ' - w - i Jumper ($ee Note 6) I •- SHEAR STUD (TYP-) ��, .9 39820 �,,0 �V
1 i 'il w- - L
_-------- --- -
4 See Contract for candult WELDED WIRE J'g qG
4 wjo size arid -number I FABRIC (TYP.) 10 AL
= b w b •: [ (WWF) 4x4-W2.9xW2.9
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CRUSHED SURFACING (BASE
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STANDARD SPECIFICATION-0A.8(3) •,�
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CCWDUIT
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------`------
--
-- ---
SECTION AO
-
CUTTING RINGS
FUSE KIT
EPDXY FILL
WYE SPLICE
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RIONTON
a
,p- sTANDARn PIUAs
Mir DATE: 04/04
............. ___ nwr NAAAF• .Inv; cP PArF•.In11
DATUM
HORIZONTAL DATUM: VERTICAL DATUM:
NAD '83/'91 NAVD '88
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- 6 GAGE 0 SEE NOTE 1
WELDED WIRE HOOP
Nnile Y, Ted
y�•'YT' Apr 25 2016.9:32 AM
i-2'�
MIN
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c
(TYP) W2.9 (6 GAGE)
LOCKING LID STANDARD
(SEE NOTE 10)
DUTY JUNCTION BOX
TYPES 1 & 2
r,
STANDARD PLAN J-40.10-04
--_
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SHEET 1 OF 2 SHEETS
- -
APPROVED FOR PUBLICATION
-
C"r ._, Acff
eQ3,(iCsfiOl, Apr 28 2016 3:12 PM
SECTION O
STATE DESIGN ENGINEER
Washington state Deportment ar Twnspertatien
(CONDUITS NOT SHOWN)
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" _ d PEDESTRIAN L4JMIINAlE'IXI UFtE At4iP POLE PET" _ mum )
FOUND PUNCHMARK IN 2" BRASS
DOME IN MONUMENT IN CASE WITH
"X" 0.65' BELOW GRADE OBSERVED
(NAD 83/11)
N: 186463.16, E: 1304865.21
112 - 13 x 1 112 S. S. PENTA HEAD LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 114" LID LIFTING NOTCH 2112".:
BOLT AND 1/2" (IN) S. S. FLAT WASHER ? _ 3/16„ - LID SUPPORT- L SHAPE SHOWN
1 318" (IN) DIAM. HOLE 3l8" (IN) STEEL COVER PLATE - 3/6" (IN) STEEL 3/8" (IN) STEEL (SEE NOTE 3) 3/18'I-: 2" (IN) x 1/4" (IN) - 3
O SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE - COVER PLATE STEEL SPACER _ -
a' a
BOLT PLATE CHANNEL - - _
O
y SEE DETAIL _ - 3/8" (IN) STEEL � U OLT B (TYP.) 112 - 13 x 1 112 S. S. PENTA HEAD COVER LIP PLATE
( )
=I 3n8 1P 1 - t� 5/8" (IN) x
(TYP.)3/16 1 1/2 118 ( TYP.) 1" IN
BOLT PLATE CHANNEL -
ap HORIZONTAL
0 1/8 ° SEE DETAIL SLOT
2" (IN) x 1/4" (IN) - 3 GAGE LID SUPPORT - o LID HOOK - 1" (IN) x
STEEL SPACER L SHAPE SHOWN 3/16 1" (IN) x 3116" (IN) ANGLE 3/16 1 1/2 _ A SLOTTED STEEL CHANNEL
o _ (SEE NOTE 3) a
�.< 3 (SEE NOTE 6) _ 5/8" (IN) x 1" (IN)
(TYP 1 3/16 a / HORIZONTAL SLOT
3116 ., HEX COUPLING NUT V�yyF -WELDED o LID SUPPORT -
L SHAPE SHOWN WWF -TIED IN 2 PLACES �_ _ _
- LID BOLT DOWN TO LIP PLATE o (SEE NOTE 3) TO EACH HEADED
1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - d ANCHOR SHEAR STUD - 3/16 3116
CHANNEL WITH S. S. �'�� SEE DETAIL WELDED WIRE A _
CHANNEL NUT AND SPRING HOOP (TYP.) WWF 4x4-W2.9xW2.9 (TYP.) C HEX COUPLING NUT
(6 GAGE) (SEE NOTE 10) 1 S. S. 5116-NC x 7/8" (IN) WITH
DETAIL OF W2.9 (6 GAGE) `-- S. S. 5/16-NC x 3/4" IN BOLT
(SEE NOTE 10) SECTION OC 3/8" (IN) x 3" (IN) HEADED L LID BOLT DOWN ATTACHMENT & 3 EACH S. S. 5/16" (IN)
ALTERNATIVE 1 SHOWN ( )
PERSPECTIVE VIEW ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS
WELDED TO LIP PLATE
LID SUPPORT - 1/4" LID LIFTING NOTCH DETAIL E
ALTERNATIVE
L SHAPE SHOWN ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 3) 3f1 fi r - 1/2 -13 x 1 1/2 S. S. PENTA HEAD _
3116
SEE NOTE 12
- ( )
3/8" (IN) STEEL 1/2 - 13 x 1 112 S. S. PENTA BOLT AND 1l2" (IN) S. S. FLAT WASHER - - - --
COVERLIP PLATE -- ( )
HEAD BOLT AND 1/2" IN 9V16" IN
S. S. FLAT WASHER 1 318" (IN) DIAM. HOLE -2', ,.•�, - ( ) e, 2" •� _ - I -
LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) DIAM - - '
BOLT PLATE CHANNEL - MOLE
SEE DETAIL 318" (IN) STEEL COVER PLATE - v v ,,-}
1/8 - PLATE CHANNEL - _ 1 SHOWN CUT AWAY FOR CLARITY m I I I I ' Art -
BOLT,
n r
I
SEE DETAIL
3/16 1 1l2 _ _ ` - - - _ - V (IN)
_ 3/16 1 112 _ 7116" (IN) VERTICAL
WWF -TIED IN 2 'I d 3 (SEE NOTE 6)) 3/1g `° 3/4" (IN){-_ _ SLOT
PLACES TO HEADED - LID SUPPORT - L SHAPE SLOT -
' 4 I
ANCHOR SHEAR STUD - SHOWN (SEE NOTE 3)
9116" (IN) _
WWF 4x4-W2.9xW2.9 { EXPOSE LID BOLT DOWN �' DIAM. HOLE
(TYP.) (6 GAGE) a BOLT DOWN SUPPORT ANGLE TO ATTACH
(SEE NOTE 10) ATTACHMENT TAB - -- ALTERNATIVE 2 LID BOLT DOWN 2" (IN) x 3" (IN) x
HEX COUPLING NUT ANGLE ATTACHMENT TAB 112" (IN) S. S. HEX NUT - 1/4" (IN) ANGLE 'a
318" (IN) x 3" (IN) � S. S. 5/16-NC x 7/8" (IN) WITH SEE DETAIL 3 1/2" � (
HEADED ANCHOR S. S. 5/16-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 1/4" (IN) ANGLE ( ) S. S. HEX NUT
LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1!2" IN
1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL OF
ALTERNATIVE 2 SHOWN 1/B (IYP.) 4� J 0SEp�
DETAIL OE PERSPECTIVE VIEW ® OF WAS/1/
ALTERNATIVE 2 SHOWN 112 -13 x 1 1/2 S. S. PENTA ALTERNATIVE 2
HEAD BOLT AND 1/2^ (IN) S. S.
LID BOLT DOWN ATTACHMENT TAB
FLAT WASHER (SEE NOTE 12)
3/16" 1 1/8" (IN) x 2" (IN) 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT
W13" (IN) STEEL 1 1/8ON) u112 (IN) VERTICAL SLOT AND 1/2" (IN) S. S. FLAT WASHER
COVER LIP PLATE VERTICAL SLOT O 39920 O W
(T,P) 3/6" (IN) STEEL COVER 1!8" (IN) x 314' (IN)
3116 PLATE -SHOWN CUT a STEEL ANGLE 1/4" (IN) STEEL PLATE
AWAY FOR CLARITY ML
o" 3116 (TYP.) � v 'A" (IN) PLATE Bader,'fad
----- -
STEEL
- - --- - Apr AM
1/8" (IN) x 314" (IN) _ `t � p
3n6 11/2 �• STEEL ANGLE `- LID SUPPORT- 4" 33/4" 118 LOCKING LID STANDARD
WWF-TIEDIN2 --• - �d a LSHAPESHOWN v m BOX
PLACES TO HEADED J d 3l16 1/6" (IN) x 314" (IN) a (SEE NOTE 3) M �� �, DUTY
"I JUNCTION
2 B
ANCHORSHEARSTUD _ 4 _ ANGLE (TYP.) ___-- J�
va" IN) STEEL PLATE STANDARD PLAN J-40.10-04
WWF 4x4-W2.9xW2.9 q .^ o� 1/4" (IN) S. S. PLATE 314" (IN) 1. / SHEET 2 OF 2 SHEETS
(TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN RADIUS 1B
SEE NOTE 3
(SEE NOTE 10) ( ) 1/8' (IN) x 314" (IN) STEEL � APPROVED FOR PUBLICATION
ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3!4" (IN) STEEL C"rpenrer,3err
3/8" (IN) x 3" (IN) HEX NUT ANGLE - MIRROR IMAGE w r2820163:12 PM
HEADED ANCHOR SHOWN, MIRROR IMAGE �. ; P
SHEAR STUD - DETAIL E DETAIL OF FOR LEFT ANGLE FOR LEFT ANGLE
ALTERNATIVE 3 STATE DESIGN ENcmEER
WELDED TO LID BOLT DOWN ATTACHMENT TAB Wa"h;"
ALTERNATIVE 3 SHOWN T gtan state Depor+men+or rrancporweon
LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -"
FOUND PUNCHMARK IN 2" BRASS DISC IN
MONUMENT IN CASE WITH "X" AT RECORD DRAWINGS
NE 16TH ST. 0.6' BELOW GRADE OBSERVED
(NAD 83/1 1) NO. REVISION
N: 187664.64, E: 1304879.99
SURVEYED:
DESIGNED:
MRW
DRAWN:
OS
MRW 7/12/23 CAC CHECKED:
CAC
BY DATE APPR APPROVED:
CAC
SCALE:
I
re
N/A
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CALL BEFORE YOU DIG:
1-800-424-5555
%R3
CITY OF
1; RENTON
NkS•
Planning/Building/Public Works Dept.
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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.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS—BUILTS ILLUMINATION DETAILS
VAUGHN PROPERTY
MAINVUE WA, LLC
1110 112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATE:
7/12/2023
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FIELDBOOK:
PAGE:
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DRAWING NO:
I L 0 2
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SHEET: ^^ OF: 40