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DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D7F
PAINT SPECIFICATIONS:
ALL ALUMINUM LUMINAIRE AND POLE
RELATED PARTS SHALL BE FACTORY
PRIMED AND POWDER COATED.
FINISH COLOR: RAL 9005TX "JET BLACK",
OR APPROVED EQUAL WITH PAINT CHIP
18-1/4"
PRESTIGE SERIES (CY17T4) LED
POST -TOP LUMINAIRE (WATTAGE
PER PLANS, 4,000K CCL 120-277V
UNIVERSAL DRIVER, WITH VS3AR
RIBBED ACRYLIC LENS) BY CYCLONE
(OR APPROVED EQUAL). DRIVER
N SHALL BE INTEGRAL TO THE
FIXTURE.
FOR STREET LIGHT
STANDARD DECAL
NUMBERING DETAIL,
REFER TO CITY OF
RENTON STD PLAN 121
1" THICK BASE PLATE
(4) 1 1/4" DIA. x 1 5/8" LG.
SLOTTED HOLES
R = 2" (TYP)
ea
BASE PLATE DETAIL
24" 8 - #5 BARS,
2" CONDUIT UNLES EVENLY SPACED
STATED OTHERWISE ON
PLANS CENTER CONDUIT
IN FOUNDATION
BOLT CIRCLE (DIA PER
ANCHOR BOLT BASE PLATE DETAIL,
THIS SHEET)
FOUNDATION SECTION #4 HOOPS 0 12"
2" CONDUIT UNLESS GROUND POLE TO
STATED OTHERWISE ON FOUNDATION PER
PLANS STD PLAN 119
2'-0" MIN CONDUIT
COVER
U >
EXTEND CONDUIT 6" MIN BEYOND
FOUNDATION OR CONTROLLED a
DENSITY BACKFILL a
N
#4 HOOPS 0 12"
wo
14'-0" FLUTED SHAPE, 5" DIAMETER,
8 - g5 BARS,
a z
a
STRAIGHT ALUMINUM POLE
EVENLY SPACED
(PD15-14-BD46-RAL9005TX-TN43)
2 1/2" CUR
BY CYCLONE (OR APPROVED EQUAL)
o a
INSTALL GROUT AND PROVIDE
o
1/2" DIA DRAIN TUBE THROUGH
GROUT. LOCATE DRAIN TUBE
WITH SURFACE DOWNWARD
"
SLOPE DIRECTION
FOUNDATION DETAIL
1 1/8" DIA HOLE
(TYP)
3/8" THICK STEEL
PLATE
BOLT CIRCLE (DIA
PER BASE PLATE
2"x5" HANDHOLE
POLE BASE DETAIL
DETAIL, THIS SHEET)
ANCHOR BOLT TEMPLATE
DETAIL
DECORATIVE ALUMINUM CLAMSHELL
BASE COVER BD46 BY CYCLONE
(OR APPROVED EQUAL)
TOP OF FOUNDATION
ANCHOR BOLT, 4 TOTAL, V DIA, STEEL
SEE POLE BASE
F1554 OR GRADE 55 (TYP)
DETAIL, THIS
SHEET
16" DIAMETER
�
1" HEX NUTS, STEEL (6 REQ'D PER
ANCHOR BOLT), AND
BASE COVER
FLAT WASHERS, STEEL (6 REQ'D PER-\
..
'
ANCHOR BOLT)
1
ANCHOR BOLT ASSEMBLY DETAIL
J FOR FOUNDATION DETAILS, SEE THIS SHEET. FOUNDATION NOTES:
CONCRETE PAD OR EDGE OF FOUNDATION SHALL BE LOCATED 1. SONATUBE SHALL NOT BE ALLOWED
SIDEWALK PER STD PLAN AT LEAST 5' FROM CITY UTILITIES UNLESS 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN
120 OTHERWISE APPROVED BY THE CITY ACCORDANCE WITH THE LATEST WSDOT STANDARD SPECIFICATION SECTION
POLE ELEVATION 9-29.6(5) FOUNDATION HARDWARE
FOUNDATION DETAILS
Y NEIGHBORHOOD STREET
STD. PLAN - 116.1
®� PUBLIC WORKS PEDESTRIAN LUMINAIRE APPROVED:
DEPARTMENT FIXTURE AND POLE DETAILS 7/27/2022
�MartiPastucha
DATE
TAPER DIVIDER ENDS
TO MATCH INSIDE
TAPER OF BOX BOX INTERIOR LENGTH - 1116"
O 5/16" (IN) x 1" (IN) S. S. (TYP') 1/4
} COUPLING NUT 5116" (IN) x 1 1/2" (IN) S. S.
O (TYP) SETSCREW (TYP.)
N 10 GAGE 0
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)
GROUND STUD
(SEE NOTE 4)
COUPLING NUT
FOR ALTERNATIVE 2 -
SEE SHEET 2
LID LIFTING NOTCH -
1/4" (IN) x 314' (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-
- - ----- --------a-----
I
` ' 44aQ�O
z
LID
K 0
(TYP-) 4040�4
p
SEE
NOTE 7
r
b
d
I 1
C 1
1
---- - ---Q---i----Q-
---�---
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
l
1 3/8" (DIAM. HOLE WITH
iB D
13
1/2 - 13 x 1 1/2 STAINLESS
`YJ
STEEL PENTA HEAD BOLT
1 1/4" GAP (TYP.) 4"
FOR HOOK RELEASE (TYp,)
BOLT PLATE - SEE DETAIL
LOCKING LID STANDARD
3/16
3/4
DUTY JUNCTION BOX
(TYP)
3116
3/4
(CONDUITS NOT SHOWN)
TOP OF SOIL
A
SURFACE OR
FINISHED
GROUNDING STUD
1 1/2" MIN.
GRADE
(SEE NOTE 4)
1 E L
(IN) STEEL 3/16"
X
a�
Y
CO
COVER PLATE
LID HOOK
a _4
IL
N O
x
Z
3 0
1 +�
p N
1 -MIN ,{
m
3 °
w
(SEE NOTE 6) MAX. ?.
-
CRUSHED SURFACING (BASE
Z
COURSE OR TOP COURSE) - PER
aLL
w
STANDARD SPECIFICATION 9-03.9(3) ,
w I-
4 PVC
® GRS CONDUIT
1 C DUIT
,•''
------------------
SECTION A
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF 1561 D7F
LUMINAIRE COMPONENTS
HEAD
MODULE
OPTIC
MODULE
TWIST -LOCK M
OPENING SYSTEM
DRIVER
MODULE
HEAD MODULE: ROUND SHAPE. A HEAVY SPUN ALUMINUM HOOD, WITH AN
ALUMINUM DECORATIVE CUPOLA AND CAST ALUMINUM FINIAL, TOPS AN
INJECTION -MOLDED CLEAR ACRYLIC RIBBED (VS3AR) VESSEL. UV
POLYMER RESISTANT. THE VESSEL IS MECHANICALLY ASSEMBLED WITH AN
ALUMINUM DIE-CAST RING ON THE LOCKING SYSTEM.
OPENING SYSTEM: A QUARTER -TURN LOCKING MECHANISM WITH CONSISTENT
PRESSURE POINTS. ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMINAIRE,
TO THE LEDS AND DRIVER. MADE WITH CAST ALUMINUM PARTS AND
SEALED WITH A GASKET COMPRESSION SYSTEM. THE LUMINIARE OFFERS
AN IP66 WEATHERPROOF PROTECTION.
CONE MODULE: A SPUN ALUMINUM BALLAST HOUSING WITH STAINLESS STEEL
CAPTIVE RETAINING LATCHES. CERTIFICATION, MAINTENANCE AND
LUMINAIRE CODIFICATION STICKERS ARE LOCATED ON THE CONE.
FITTER MODULE: CAST ALUMINUM ALLOY 356 FITTER COMPLETE WITH FOUR (4)
ARMS AND ONE DECORATIVE RING. SECURED ON POLE WITH 3 SET
SCREDS 5/16-18 UNC. SLIP -FITS ON A 4" OD BY 3" LONG TENON.
OPTICAL/ELECTRICAL COMPONENTS
LED BOARD: WATTAGE PER PLANS. 4000K (WHITE), SUPER HIGH FLUX
OUTPUT AND HIGH LUMINANCE, DESIGN FOR HIGH CURRENT OPERATION.
FAST TOOL -FREE MAINTENANCE THAT ALLOWS INDIVIDUAL REPLACEMENT
OF A DEFECTIVE LED BY PULLING OUT THE PROPER UNIT.
OPTIC: IES TYPE II (2L), III (3L), V (5L). THE OPTIC'S REFLECTOR IS MADE OF
PRE -ANODIZED ALUMINUM REFLECTING SHEETS (86% MIN. REFLECTION),
SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE
PERFORATION AND BY HEAT SINK RADIATOR TO KEEP THE LAMPS
TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION
OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIMIZE THE
LIGHT DISTRIBUTION FOR EACH APPLICATION.
DRIVER MODULE: WITH DRIVER, PRIMARY VOLTAGE 120 TO 277 VOLTS. 60
HZ. ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY
WITH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR OF 90%.
MINIMUM STARTING TEMPERATURE -407.
GENERAUOPTIONS
WIRING/HARDWARE: TYPE TEW 14-7, 12" MINIMUM EXCEEDING FROM
LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE
WITH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS
STAINLESS STEEL. EPDM AND/OR SILICON GASKETING ARE APPLIED. WIRE
NUTS SHALL NOT BE ALLOWED.
FITTER
MODULE COLOR: RAL9005TX (JET BLACK)
FINISH: TEXTURED.
APPLICATION OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127
MICRONS). THE FINISH MEETS THE ASTM G7, B117 AND D1654
REQUIREMENTS RELATIVE TO SALT SPRAY AND HUDMIDITY RESISTANCE.
NEIGHBORHOOD STREET STD. PLAN - 116.2
®� PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE APPROVED:
DEPARTMENT DETAILS 7/27/2022
"A� N t �� �Mmartin Pastucha
DATE
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 3116" (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.
B" (TYP.) 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;)) 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.) 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.
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
a welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
w 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.) 1 112" shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved
(SEE NOTE 11) Mlly 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 318" (IN) STEEL B NOTE 4) JOSEp�
COVER LIP PLATE Q Equipment Grounding �• COUPLING NUT FOR ALTERNATIVE 2 - Q� OQ WASyY ,�
Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2
TOP OF PAVED
SURFACE Q Copper Solderless 3J6" (IN) STEEL IFLID SUPPORT (TYP.) -
TOP OF BASE Crimp Connector COVER LIP PLATE 3/16 L SHAPE SHOWN a :_
COURSE (TYP.) (SEE NOTE 3)
< Equipment Bonding
3/8" (IN) x 3" (IN) HEADED ANCHOR <v
Jumper (See Note 6) SHEAR STUD (TYP.) o,� A83 sa2o��o �w
® See Contract for conduit WELDED WIRE �T9 ISTE �G1
size and number }I FABRIC (TYP.) TONAL E
o w o `:1 iWWF) 4x4-W2,9zW2.9
JUNCTION BOX DIMENSION TABLE
M
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
1B"- 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"
UJ
O
III
U
m
N �03
w
�
m
zo
�
a
2
N
-------
O
z
(6 GAGE) (SEE NOTE 10)
1(NTMEP�EW2.9(6WIRE
13 Iy Icd
���u a� as nlveaznM
MIN 3
GAGaP
LOCKING LID STANDARD
6•
(SEE NOTE 10)
DUTY JUNCTION BOX
TYPES 1 & 2
STANDARD PLAN J-40.10-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
C"m .." Jan
e0./L/lE'tf�fl'L. Apr 29 20163,12 PM
SECTION O
S-DESIGNENGINEER
TWashington State Department of Transportation
(CONDUITS NOT SHOWN)
Lranspogroup
WHAT TRANSPORTATION CAN BE.
12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665
KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434
Opt
DocuSign Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D7F aCKET CABLE, #10
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
FUSE KITS QUICK DISCONNECT 3 AMP
IN LINE FUSE KITS S.E.C. OR EQUAL,
ONE PER CURRENT CARRYING
REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE
LID STANDARD DUTY AND RECEPTACLE WIRING -�
JUNCTION BOX TYPES 1 &
2 STANDARD PLAN J-40.10
SPLICE KITS CLEAR EPDXY SPLICE
KITS ON ALL THRU WIRE RUNS -
CONCRETE PAD OR
SIDEWALK PER STD PLAN 120
24"(MIN) COVER #8 BARE COPPER
GROUND WIRE
GROUND LUG
LUMINAIRE
TO RECEPTACLE
-120VAC RECEPTACLE WIRING, IF
APPLICABLE. WIRING SIZE PER
CONTRACT
/TO LUMINAIRE
-GREEN INSULATED WIRE, SIZED
TO MATCH THE LARGEST
CURRENT CARRYING CONDUCTOR.
TERMINATE AT LUMINAIRE
,GROUND LUG
UFER GROUND,
NON -INSULATED #4 AWG
STRANDED COPPER,
PROVIDE 3' MIN. SLACK.
1 -EQUIPMENT GROUND J ROUTE FROM GROUNDING
WIRE W/GREEN INSULATION LUG FOUNDATION
FROM SERVICE CABINET, REBAR. CONNECT TO
REBAR USING AN ACORN
SEE NOTE 2, THIS SHEET CLAMP
2 -LIGHTING SYSTEM 5/8"x8' COPPER CLAD
GROUND ROD CONCRETE FOUNDATION
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
2 - 120VAC RECEPTACLE SYSTEM
WIRES TO SERVICE CABINET, IF
APPLICABLE (SIZED AS REQ'D.)
NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY.
2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN
#8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS.
3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE
HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE.
4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED
WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE
GROUND LUG.
5. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
- GROUND II
CLAMP II II
I I
PVC CONDUIT II II
Y LUMINAIRE ELECTRICAL
STD. PLAN - 119
PUBLIC WORKS WIRING SYSTEM
• ° • APPROVED:
DEPARTMENT 7/27/2022 1 -
CMa Ai.� a-stucha
DATE
112 -13 x 1 1/2 S. S. PENTA H EAD
LID LIFTING NOTCH -• 1l4" IN x 3/4" IN 1/4" LID LIFTING NOTCH 2" 2 1/2"
BOLT AND 1/2" IN S. S. FLAT WASHER
/ NG NO C
( ) i 3/16" LID SUPPORT- L SHAPE SHOWN
1 318" (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" 1 518"
SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER
O BOLT PLATE CHANNEL -
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 j
9 1„
} (TYP.) 3/16 3/16 1 1!2 1!8 d 3116 1 ( BOLT PLATE CHANNEL - 1" (IN)
2" (IN) x 1/4" (IN) ^• 3 GAGE LID SUPPORT -o• ° 1/8 C SEE DETAIL HORIZONTAL
STEEL SPACER L SHAPE SHOWN 3/16 ," LID HOOK- " (N) x SLOT
1" (IN) x 3/i6" (IN) ANGLE 3/16 1 1/2 SLOTTED STEEL CHANNEL
o . (SEE NOTE 3) ', a • °
(TYP.) % _ 3116 a 3 (SEE NOTE 6) HORIZONTAL SLOT
HEX COUPLING NUT o ° LID SUPPORT -
WWF -WELDED 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 3A6 3116
CHANNEL WITH S. S. SEE DETAIL WELDED WIRE o°
CHANNEL NUT AND SPRING WWF 4x4-W2.9xVV2.9 (TYP.) c HEX COUPLING NUT
HOOP (TYP.) (6 GAGE) (SEE NOTE 10) 1 S. S. 5116-NC x 7/8" (IN) WITH
DETAIL OF W2.9 (6 GAGE)
(SEE NOTE 10)
ALTERNATIVE 7 SHOWN ` S. S. 5116-NC x 3/4" (I" BOLT
SECTION OC
PERSPECTIVE VIEW
LID SUPPORT -
IW' LID LIFTING NOTCH
L SHAPE SHOWN
(SEE NOTE 3)
3116" 3116
3/8" (IN) STEEL
1/2 - 13 x 1 1/2 S. S. PENTA
COVER LIP PLATEX
HEAD BOLT AND 1/2" (IN)
/_ S. S. FLAT WASHER
1/8
BOLT PLATE CHANNEL -
SEE DETAIL
3/1fi -1-1/2
W
WWF -TIED IN 2
d 3 (SEE NOTE 6)
1 3/8" (IN) DIAM. HOLE
BOLT PLATE CHANNEL
SEE DETAIL
(TYP
PLACES TO HEADED
ANCHOR SHEAR STUD
0
4
WWF 4x4-W2.9xW2.9
°
1
(TYP.) (6 GAGE)
d
BOLT DOWN
(SEE NOTE 10)
HEX COUPLING NUT ATTACHMENT TAB -
3/8" (IN) x 3" (IN)
S. S. 5116-NC x 718" (IN) WITH SEE DETAIL
HEADED ANCHOR
S. S. 5116-NC x 3/4" (IN) BOLT 8 THREE
SHEAR STUD -
EACH S. S. 5/16- (IN) FLAT WASHERS
WELDED TO
LIP PLATE
LID BOLT DOWN SUPPORT ANGLE -
1 112" (IN) x 3" (IN) x 114" (IN) ANGLE
DETAIL OE
ALTERNATIVE 2 SHOWN
112 - 13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2' (IN) S. S.
3116" FLAT WASHER 1 1/8" (IN) x 2" (IN)
318" (IN) STEEL
COVER LIP PLATE
1 1/8' (IN) x 2" (IN) VERTICAL SLOT
VERTICAL SLOT
G7�
(TYPJ 3/1fi
1/118
311671112
WWF-TIED IN2
PLACES TO HEADED
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9
(TYP.) (6 GAGE) J
(SEE NOTE 10)
3/8" (IN) x 3' (IN)
HEADED ANCHOR
SHEAR STUD - J
WELDED TO
LIP PLATE
REVISION
"3/16V \---
1/8" (IN) x 3/4" (IN)
STEEL ANGLE
1fW (IN) x 3/4" (IN)
1/4" (IN) STEEL PLATE ANGLE (TYP.)
1/4" (IN) S. S. PLATE
LID SUPPORT - L SHAPE SHOWN
(SEE NOTE 3)
DETAIL OE
ALTERNATIVE 3 SHOWN
3/6 (IN) x 3 (IN) HEADED L 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
O
ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB
1/2 -13 x 1 1/2 S. S. PENTA HEAD (SEE NOTE 12)
BOLT AND 1/2" (IN) S. S. FLAT WASHER
2" 9/16" (IN) 2"
LID LIFTING NOTCH - 1/4' (IN) x 314" (IN) DIAM. 2"
HOLE
3/8" (IN) STEEL COVER PLATE -
SHOWN CUT AWAY FOR CLARITY m
5/8'. (IN) x
1" IN
rr - - - -- ( )
3/16 1 1/2 T 7/16" (IN) x _ VERTICAL
3/4" (IN) SLOT
s LID SUPPORT - L SHAPE _ SLOT
SHOWN (SEE NOTE 3) ..
EXPOSE LID BOLT DOWN N DIAM. HOLE
SUPPORT ANGLE TO ATTACH
-- ALTERNATIVE 2 LID BOLT DOWN 1/2" (IN) S. S. HEX NUT 2" (IN) x 3" (IN) x
3 1n" ANGLE ATTACHMENT TAB 1/4" (IN) ANGLE
LID BOLT DOWN SUPPORT 7/16" (IN) x 3/4" (IN) SLOT BOLT PLATE CHANNEL
ANGLE - 2" (IN) x 2" (IN) x
1/4" (IN) ANGLE 1!2" (IN) S. S. HEX NUT
DETAIL OF o
LTERNATIVE 2 SHOWN (TYPO J OSE
PERSPECTIVE VIEW 1/8 ,�
ALTERNATIVE 2
LID BOLT DOWN ATTACHMENT TAB
112 -13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12)
AND 1/2" (IN) S. S. FLAT WASHER
318" (IN) STEEL COVER 118" (IN) x 3/4' (IN) �p CI S TB���
PLATE - SHOWN CUT 1/4" (IN) STEEL PLATE ,r G
STEEL ANGLE S' ON4L
AWAY FOR CLARITY M I C�
r� 1/4" (IN) STEEL
--------------- _
3/16 11/2LID PLATE LOCKING ID�STANDARD"
(SEENSUPPORT- '� 3, " 1/8 DUTY JUNCTION BOX
b L SHAPE SHOWN a 3/
(SEE NOTE 3)
TYPES 1 & 2
STANDARD PLAN J-40.10-04
3/4" (IN) 1B SHEET 2 OF 2 SHEETS
RADIUS
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 c"mc"h,rcrr
HEX NUT
SHOWN, MIRROR IMAGE ANGLE -MIRROR IMAGEJiecttve, ap,zxzo163azrM
DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFT ANGLE STATE DESIGN ENGINEER
LID BOLT DOWN ATTACHMENT TAB Washington ALTERNATIVE 3 SHOWN �I/ 9 P Po
ton State Do artment of Tro- nation
PERSPECTIVE VIEW (SEE NOTE 12)
1 /4" LOAD LINE 1/4"
FUSE
1
1/8" 00 O
CUTTING RINGS
FUSE KIT
rmrnvv nt I
VVTt_ Jt LIl t
FUSE KIT & SPLICE KIT DETAILS
SPLICE KIT
�tiCY p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LET DATE:04/04
.... - nwr NARAF•. .in1± CP PA(:F•.IM3
T-427807
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
CBarnes 12/09/2024 '
SURVEYED: SCALE: DATE:
VERTICAL:1988
DESIGNED: ' MAPLE HIGHLANDS 9/4/2024
AS NOTED HORIZONTAL::NAD 1983/1/1991 o C TY OF K T
I r� FIELDBOOK:
DRAWN: RENTONTIr\ a PAGE: ;R
ONE INCH DATUM DRAWING NO:
CHECKED: CAC AT FULL SCALE Planning/Building/Public Works Dept. IL.2
1.F1 IF NOT ONE INCH ILLUMINATION DETAILS SHEET: OF:
BY DATE APPR APPROVED: SCALE ACCORDINGLY
54 55
CAC
X
X
X
X
X
X
1
N
N
1
u
N
T
C)
C)
I
N
N
Q
J