HomeMy WebLinkAboutT-392314M
N
C1M
Nt
I
0
W
I-
V
rr
^Q
n
W
Q 7
Z L
(3 Q
W
(3LL
0 H
a
ZD
I..L
J
J
r)
W
46" 0
0
42„
SEE HINGE DETAIL
at GROUND STUD (TYP)
36" <4>
}(SEE NOTE 4)
GAP
M1/6"
z
B
BETWEEN LIDS
NOTES
1. All box dimensions are approximate. Exact configurations vary among manufacturers.
2. Minimum lid thicknesses are 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) min. thick steel C, L, or T shape, welded to the frame.
Exact configurations vary among manufacturers.
-------------------- -------------
1 ! 4. A 1/4-20 NC x 3/4" (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.
SEE NOTE 8 LU 5. The hinges shall allow the lids to open 180".
3 a 6. Bolts and nuts shall be liberally coated with anti -seize compound.
I
01 �i 7. Connect Equipment Bonding Jumper to ground stud on lid. As an alternative to the ground stud connection, the Equipment
y G O ^j w Bonding Jumper shall be attached to the front face of the hinge pocket with a 5/16-20 NC x 3/4" (in) S. S. bolt, (2) each S. S. nuts,
-- -- --
3 SEE HANDLE
DETAIL wand (2) each S. S. flat washers. Equipment Bonding Jumper shall be #8 AWG min. x 4' (ft) of tinned braided copper.
to
8. The System Identification letters shall be 1/8" (in) line thickness formed by a mild steel weld bead. See Cover Marking detail.
° Grind off diamond pattern before forming letters. See Standard Specification 9-29.2(4) for details.
oou°ion j " 9. See the Standard Specifications for alternative reinforcement and class of concrete.
0
t_ h®1 ° 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
IT
shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved
HEADED ANCHOR SHEAR STUD - I TYP-) ! DIAMOND PATTERN manufacturers' shop drawing for specifics.
3/8" (IN) x 3" (IN), 10 COUNT STUDS J 3/16 1 112 (SEE NOTE 2)
EVENLY SPACED AROUND FRAME 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults and Pull Boxes shall not be placed
within the sidewalk, walkway, shared use path, traveled way or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes
placed within the traveled way or paved shoulders shall be Heavy -Duty.
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
0 Equipment Grounding Conductor (TYP) new construction only. See Standard Specification 8-20.3(5). Where adjustments are to be made to existing Junction Boxes,
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 Copper Solderless Crimp Specification 8-20.3(6).
Connector LOCKING LID STANDARD DUTY JUNCTION BOX
0 Equipment Bonding Jumper
® Foundation
J®SEA
® See Contract for conduit size HEX COUPLING NUT
and number 42„ (TYP.) - SEE DETAIL "C" 30 ®� pV WAS
TOP OF BASE COURSE y7�
3116" (TYP.) 3" (TYR) 20"
TOP OF SOIL SURFACE INSIDE WIDTH OF FOUNDATION F
C 1/2" (IN) STEEL LIFT HOLE - 3/16" (TYP.) 3" (TYP.)
COVER PLATE 1" (IN) - 2" (IN) TOP OF PAVED
(TYP.) DIAM. SURFACE GROUND STUD
�0 9 39820
Ul
- AFAF WELDED
R E (TWIRE
(wwF) ��ssIONAL
#5 HOOP 3 2 �5 1 w �i - '� 4x4-W2.9 (6 GAGE)
iv WITH 8" (IN) O 2" MIN. #5 HOOP WITH (SEE NOTE 9 Bailcy,'Pcd
3 0 OVERLAP - rn z 3 U)) 8" (IN) OVERLAP - D ,'. ) Apr 25 2016 5:09 PM
O 2 TIES 1" { �P) O W 2 TIES WELDED WIRE HOOP
m 4 o MIN. P' m U 4 �` o (TYP.) W2.9 (6 GAGE) LQ('iK�Nr7 LID STANDARD
o (SEE NOTE 9)
w_ - p" 3" D o j a D DUTY JUNCTION BOX
N 1 CRUSHED SURFACING • • z • 4 TYPE 8
� LL iD (BASE COURSE OR TOP COURSE) - � O
STANDARD PLAN J-40.30-04
v = PER STANDARD SPECIFICATION 9-03.9(3) "',` c LL °
N F N O SHEET 1 OF 2 SHEETS
PVC CONDUIT GRS CONDUIT
SECTION O
TAPER DIVIDER ENDS
TO MATCH INSIDE -
TAPER OF BOX BOX INTERIOR LENGTH - 1/16"
O 5/16" �) (IN) x 1" (IN) S. S. �P1/4
U_ COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S.
U (TYP.) SET SCREW (TYP.)
J ^" 10 GAGE
M DIVIDER PLATE STEEL
Z ELEVATION VIEW SIDE VIEW
9 (FOR TYPE 2 JUNCTION BOX ONLY)
0
A
LID SUPPORT (Tl P.) C
(SEE NOTE 3)
GROUND STUD
(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 - 318" (IN) x 3" (IN) 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
EE
3116V11/2\" )
-- --------- a
-----' -- ----------
z
LIDO O O
DOD
�
1 n 0HOOK 0
1 (TYP.) O�ODO
q
SEE
NOTE 7
--f-q----�-
h
b
d
I 1
1 C 1
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
_
l
1 3/8' (IN) DIAM. HOLE WITH
/..\ D
112 - 13 x 1 1/2 STAINLESS
`Y� J
STEEL PENTA HEAD BOLT
1 1/4" GAP (TYP.) 4"
FOR HOOK RELEASE (TYP,)
BOLT PLATE -SEE DETAIL
LOCKING LID STANDARD
(TYP) 3/16 31a
DUTY JUNCTION BOX
3/16 3/4
(CONDUITS NOT SHOWN)
TOP OF SOIL
A
SURFACE OR
FINISHED
GROUNDING STUD
1 1/2" MIN.
GRADE
(SEE NOTE 4)
E
STEEL 3/-
CO ER
COVER PLATE
LID HOOK
a
s 1 s 1 w w
F
to
�
Z
z
aI
?� LL,
1
p L N
2 1 MIN
m O
3 2"
w
3 (SEE NOTE 6) MAX. ^ . MIN
Ln
CRUSHED SURFACING (BASE
3
COURSE OR TOP COURSE) - PER
w
STANDARD SPECIFICATION 9.03.9(3)
N
40 PVC
40 GRS CONDUIT
'
CONDUIT
1 ,-'
SECTION A
SECTION O
CONDUITS NOT SHOWN
APPROVED FOR PUBLICATION
Carpenter, Jeff
eQ�L�LCeSiF2. Apr 28 2016 3:15 PM
ems"
STATE DESIGN ENGINEER
I/ Washington State Department of Transportation
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.
q , P ( ) P YP P
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
w 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
HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
SHEAR STUD (TYP.) 1/Z„ 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 OD 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 � ,®SEi)�
COVER LIP PLATE 0 B Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� Op WAS
TOP OF PAVED
Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2
/ SURFACE 2 Copper Solderless F LID SUPPORT (TYP.) -TOP OF �V
O PP 3E (IN) STEEL 3/16" L SHAPE SHOWN
COURSE BASE Crimp Connector COVER LIP PLATE (TYP) L� (SEE NOTE 3)
a.
O9 Equipment Bonding HEADED ANCHOR P
Jumper (See Note 6) SHEAR STUD (TYP.) OWN YFCI
a0 See Contract for conduit WELDED WIRE s G
size and number I FABRIC (TYP.) sIONAL y�
o w o .`: j (VNF) 4x4-W2.9xW2.9
w 111
O =
J 8
m w
CO
LL
20
o g o
0
N ~
1
JUNCTION BOX DIMENSION TABLE
x
Q�
g
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"
18 1/8"
CAPACITY - CONDUIT DIAMETER
6"
12"
(6 GAGE) (SEE NOTE 10)
p / Bndey, Ted
Apr 25 2016 9:32 AM
(/ '
2
g
3
WELDED WIRE HOOP
(TYP.) W2.9 (6 GAGE)
LaGKING LID STANDARD2
`-
(SEE NOTE 10)
DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
o
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
C"rpente,, Jeff
Apr 2820163: 12 PM
SECTION O
STATE DESIGN ENGINEER
7 Washington State Department of Transportation
(CONDUITS NOT SHOWN)
0
0
0
LL 1"
to
J I
1 3J18"
m FRAME - L 1 3/4" (IN) x
z 1/2" (IN) x 3/16" (IN)
7 3/16 V
a
a
(TYP.)
'
i
v
1/4
!
-
WWF -TIED IN 2
a v
PLACES TO HEADED
'
ANCHOR SHEAR STUD
a
(SEE NOTE 10)
Q
a
' a v
3/8" (IN) x 3" (IN) HEADED
p
ANCHOR SHEAR STUD -
Q
WELDED TO LIP PLATE
a ,
(SEE NOTE 10)
v
3"
LID SUPPORT - 3/16" (IN) MIN. THICK
V7 (IN) STEEL COVER PLATE
GROUND STUD WITH 2 NUTS AND
2 WASHERS (TYP.) (SEE NOTE 4)
EQUIPMENT BONDING
JUMPER (TYP.)
(SEE NOTE 7)
HEX COUPLING NUT - S. S. W16 NC x 7/8" (IN)
WITH S. S. W16 INC x 3/4" (IN) BOLT AND 4 EACH
S. S. WASHERS (TYP.)
DETAIL 0
1/2" (IN) STEEL 5" HANDLE STOP -
COVER PLATE 6" (IN) x 3" (IN) x
1!4" (IN)
------------
DIAM.
HOLE (TYP.)
I I
--------------------
S. S. PIN WITH SNAP
RING GROOVE (TYP.) TOP VIEW
S. S. FLAT WASHER (TYP.) HANDLE STOP
1 S. S. SNAP RING (TYP.)
V/-
1!2" (IN) STEEL
COVER PLATE
(TYP.) 3J8
HINGE DETAIL
(TYP.) 1/4
1 2„
5/8" (IN) x 1" (IN)
VERTICAL SLOT
01
r
Q
[V
2"
BOLT PLATE CHANNEL
ALTERNATE LOCATION FOR
ATTACHMENT OF EQUIPMENT
BONDING JUMPER
(SEE NOTE 7)
HANDLE - BENT 112" (IN)
STEEL ROD, FLUSH WITH LID
1" (IN) x 1" (IN) x 1/4" (IN) (TYP.) J FRONT VIEW
HANDLE DETAIL
1" 1 112" 1 3/8" 2 1/4"
3/16 1 112
1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT
AND 1/2" (IN) S. S. FLAT WASHER
3l16"
LID SUPPORT - 3/16" (IN) MIN. THICK
FRAME - L 1 314" (IN x
HANDLE
1/2 - 13 x 1 1/2 S. S. PENTA
-SEE DETAIL
5!8" (IN) x 1" (IN)
1 3/8" (IN) DIAM. HOLE
J®SEp�
1/2" (IN) x 3/16" (IN)
HEAD BOLT AND 1!2" (IN)
VERTICAL SLOT
1/2" (IN) STEEL COVER PLATE
S. S. FLAT WASHER
- 112" (IN) STEEL COVER PLATE - ®� pp WASfj7
(Tyq> 3/16
_ SHOWN CUT AWAY FOR CLARITY W 'CQ' 5
FRAME - L 1 3/4" (IN) x
3l16 (TYP.)
3l16
1/2" (IN) 3/16" (IN)
o r
�0
BOLT PLATE
LID SUPPORT -
9 39820
�'CI
v v
CHANNEL
1/4 3/16" (IN) MIN. THICKNESS
8S STEM �G1�
i 3/16 11/2 sJONAL �'
(TYP.) 4
HANDLE STOP -
3l16
`
SLOTTED S. S. CHANNEL
6" (IN) x 3" (IN) x 1/4" (IN) BOLT PLATE CHANNEL -
Apr 25 2016 5: 10 PM
P
v
WITH S. S. CHANNEL NUT
WELD TO STEEL COVER PLATE
a /ate
a V11,
a - a
AND SPRING
LVGRING LID STANDARDI'
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 ,
v
ANCHOR SHEAR STUD -
5/8" (IN) x 1" (IN)
TYPE 8
a
WELDED TO LIP PLATE
(SEE NOTE 10)
HORIZONTAL SLOT
°
° STANDARD PLAN J-40.30-04
v 4
SLOTTED S. S. CHANNEL
SHEET 2 OF 2 SHEETS
WITH S. S. CHANNEL NUT
AND SPRING
APPROVED FOR PUBLICATION
Ca,penrer, JetT
DETAIL O G411#1erer• N6 AX 28 2016 3:15 PM
3"
STATE DESIGN ENGINEER
DETAIL O
ISOMETRIC VIEW Washington Stale 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" 21/2"
BOLT AND 112" (IN) S. S. FLAT WASHER 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) 3/16" 2" (IN) x 1/4" (IN) - 3 1" 1 5/8"
0 SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE ` GAGE STEEL SPACER
BOLT PLATE CHANNEL -
LL SEE DETAIL - 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA HEAD
v - 3/16 (TYP.) COVER LIP PLATE BOLT AND 1/2" (IN) S. S. FLAT WASHER
TYP.) 1( N
a 1„
3/1 B 1 5/8" IN x
(TYP-) 3/16 11/2 1/B HORIZONTAL
m ° 4 3116 1 ( 1/8 SBOLT PLATE EE DE AIL CHANNEL - °' ( )
2" (IN) x 1l4" (IN) - 3 GAGE °. LID SUPPORT - o' e ° . LID HOOK - 1" (IN) x _._._..
SLOT
STEEL SPACER L SHAPE SHOWN 3/16 1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2 o SLOTTED STEEL CHANNEL
o (SEE NOTE 3) 4' 5/8" (IN) x 1" (IN)
(TYP') 3/16 0 "� LID SUPPORT - 3116 a a 3 (SEE NOTE 6) HORIZONTAL SLOT
HEX COUPLING NUT WWF - WELDED
TIED IN 2 PLACES
' L SHAPE SHOWN WWF -
LID BOLT DOWN TO LIP PLATE o o (SEE NOTE 3) TO EACH HEADED d
1 5/8" (IN) SLOTTED S. S. ATTACHMENT TAB - d ANCHOR SHEAR STUD 3/16 3/16
CHANNEL WITH S. S. SEE DETAIL WELDED WIRE o0
CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9 (TYP.) 4 HEX COUPLING NUT
DETAIL (6 GAGE) ) HOOP ((6 GAGE) (SEE NOTE 10) 1 S. S. 5/16-NC x 7/8" (IN) WITH
(SEE OF NOTE 10) S. S. 5/16-NC x 3/4" (IN) BOLT
ALTERNATIVE 1 SHOWN (SEE
SECTION OC
PERSPECTIVE VIEW
LID SUPPORT -
1/4" LID LIFTING NOTCH
LSHAPE SHOWN
(SEE NOTE 3)
3/16"
3/16
318" (IN) STEEL
1/2 - 13 x 1 112 S. S. PENTA
COVER LIP PLATE
HEAD BOLT AND 1/2" (IN)
S. S. FLAT WASHER
1/8
BOLT PLATE CHANNEL -
= SEE DETAIL
3/16 1 112
WWF - TIED IN 2
a
3 (SEE NOTE 6)
PLACES TO HEADED
ANCHOR SHEAR STUD
4
WWF 4x4-W2 9xW2 9
3/8 (IN) x 3 (IN) HEADED LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16 (IN)
ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS
WELDED TO LIP PLATE
DETAIL E
ALTERNATIVE 1
ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
1/2 -13 x 1 112 S. S. PENTA HEAD (SEE NOTE 12)
BOLT AND 112" (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 11. HOLE
SEE DETAIL 3/8" (IN) STEEL COVER PLATE - g i
(TYP. )� 31 s
1
(TYPSEE NOTE 10) a a ATTACHMENTBOLDO N
HEX COUPLI3/8" (IN) x 3" (IN) S. S. 5/16-NCNG /8u(IN) WITH SEE DETAIL
HEADED ANCHOR S. S. 5/16-NC x 3/4" (IN) BOLT & THREE
SHEAR STUD - EACH S. S. 5/16- (IN) FLAT WASHERS
WELDED TO
LIP PLATE LID BOLT DOWN SUPPORT ANGLE -
1 1/2" (IN) x 3" (IN) x 114" (IN) ANGLE
DETAIL (
ALTERNATIVE 2 SHOWN
112 - 13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2" (IN) S. S.
FLAT WASHER
3/16" 1 1!8" (IN) x 2" (IN)
3/8" (IN) PLATE 1 118" (IN) x 2" (IN) VERTICAL
COVER LIP PLATE VERTICAL SLOT
(TYP') 3/16
A g 3/16 V \
\
3/16 1 112
1/8" (IN) x 314" (IN)
STEEL ANGLE
WWF -TIED IN2
PLACES TO HEADED
3/16
•aa 1/8" (IN) x 3/4" (IN)
ANCHOR SHEAR STUD o
ANGLE (TYP.)
114" (IN) STEEL PLATE
WWF 4x4-W2.9xW2.9
" a .Q po 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
SHEAR STUD -
DETAIL OE
WELDED TO
LIP PLATE
ALTERNATIVE 3 SHOWN
_ SHOWN CUT AWAY FOR CLARITY M 1
i 518"(IN) x
I
(IN)
3116 1 1/2 7/16" (IN) x 1 VERTICAL
') SLOT
LID SUPPORT - L SHAPE SLOT i
m SHOWN (SEE NOTE 3)_-_ -
I
-
a EXPODIAM. LID BOLT DOWN DIAM.. H HOLE
SUPPORT ANGLE TO ATTACH
ALTERANGLE N ATTVE 2 LID ACHMENT NTTOLT TAB OWN 1/2" (IN) S. S. HEX NUT 1/4I (IN) ANGLE
LID �
3 1�"
LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT
ANGLE - 2" (IN) x 2" (IN) x BOLT PLATE CHANNEL
DETAIL
1/4" (IN) ANGLE 1/2" (IN) S. S. HEX NUT
O o
LLTERNATIVE 2 SHOWN 1/8 (TYP.)
PERSPECTIVE VIEW
ALTERNATIVE 2
LID BOLT DOWN ATTACHMENT TAB
1 112 - 13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12)
AND 1/2" (IN) S. S. FLAT WASHER
3/8" (IN) STEEL COVER 118" (IN) x 3/4' (IN)
PLATE - SHOWN CUT 'v 1/4" (IN) STEEL PLATE
AWAY FOR CLARITY AL STEEL ANGLE
1/4" (IN) STEEL
PLATE
3/16 1 1/2 1
LID SUPPORT - 3 118
m L SHAPE SHOWN a !.314
(SEE NOTE 3)
�3/4(11/8
1/8" (IN) x 3/4" (IN) STEEL RADIUS
1/2" IN S. S. x
( ) 1/8" IN 3/4' IN STEEL
AN RIGHT ANGLE ( ) ( )
SHOWN, MIRROR IMAGE HEX NUT ANGLE - MIRROR IMAGE
DETAIL OF FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE
ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB
PERSPECTIVE VIEW (SEE NOTE 12)
J OSEp�
®4 pF WASfjI(� d�
� a �
�O ,9 39820 O �V�
ssfONAL^��G
CITY OF RENTON
MEPARTMENT OF PUBLIC WORKS
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
AS -BUILT PLANS TVN 11/18 JZP SURVEYED: SCALE: AS -BUILT ILLUMINATION PLAN
VERTICAL: NAVD 1988
DESIGNED: HORIZ: N/A HORIZONTAL: NAD 1983/1991 All CITY O
RDM/TDL VER: N/A ALLURA AT TIFFANY PARK
DRAWN: mu R E N TO N MAINVUE WA, LLC
TDL ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JZP IF NOT ONE INCH 11100 MAIN STREET, SUITE 100
N0. REVISION BY DATE APPR APPrR)OZPD: SCALE ACCORDINGLY BELLEVUE, WA 98004
�T�
C7 CO
CO�
00 r
to
N 0000
LO to
N
IIL 't "t
LU Q
Q.
LI
H LL
m
D
Z
O
U
`
Z
0
N
ILL
m
!Z O
00
U) 0)
0
wZ
�
ZLLI
(D
Z)
Z
Z
LU
<
�
QQ
Q
Z
L
co Y
N �
Y
DATE: dfi
07/12/2017 m
FIELDBOOK: 0
PAGE:
DRAWING NO:
IL05 �Uj
SHEEr: 5 OF: 5 Mv,
__
W
���311
4