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T-423002
Q
PROJECT NO. 20134
cl�SDEKo IN COMPLIANCE WITH CITY OF RENTON STANDARDS
11000
cCIVIL ENGINEERING DEVELOPMENT ENGINEERING
z SCALE: 1 = 30 ,� Z� LANDSCAPE ARCHITECTURE
�`'!� Wanders 06/07/2023
o•, 41846
0 15 30 60'PFGt STE�,`PLANNING
0
FSS�O... ENS'\ DESIGN SURVEYING
N
N-5-23 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
0
1 CITY COMMENTS SES 0 12 2 SHM SURVEYED: SCALE: DATE:
/ / ROW HORIZONTAL- NAD 1983/1991 MARCH 2O22
2 REVISE WALL SES 3/7/23 SHM DESIGNED: CITY OF
3 CITY COMMENTS SES 1 /25/23 SHM SHMOR) FIELDBOOK:
4 CITY COMMENTS SES 6 5 2 3 SHM DRAWN: SES ONE INCH T M R E N T O N SIGNING AND CHANNL'LIZA TION PLAN DRAWING NO:
PAGE
CHECKED: AT FULL SCALE DA U P C7.02
y�yi O A
SHM Planning/Building/Public Works Dept. C 2
APPROVED: IF NOT ONE INCH SHEET: OF:
N 0. REVISION BY DATE AP P R SHM SCALE ACCORDINGLY 31 40
0
M
N
O
04
1
91110-10 WAS
— —1 TO EXISTING
5 > SERVICE CABINET
LEGEND
EX NEW
DESCRIPTION
® B 0
JUNCTION BOX TYPE 1,2
o
ROADWAY LUMINAIRE POLE
COMBINED PED/ROADWAY SCAL
LUMINAIRE POLE
PEDESTRIAN LUMINAIRE POLE
— — —
CONDUIT/CONDUCTOR
®
ELECTRICAL SERVICE CABINET
OCONSTRUCTION
NOTE
O
LUMINAIRE POLE NUMBER
Z�
WIRE NOTE
15 60
0 30 90
SCALE IN FEET
■
■
SITE
ILLUMINATION PLAN
OF
C YPR US LANE SHORT PLAT
1 3
1
00 s
0 2 5
zl
1
1 5
A PORTION OF SECTION 11, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
5 -
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9
1
ILLUMINATION WIRING SCHEDULE
RACEWAY
CONDUIT
SIZE
ILLUM.
#8
SERVICE
#2
EQUIP.
GRND.
PULLWIRE
NO.
1
2" SCH40 PVC
2
1
2" SCH40 PVC
2
1
2
2" SCH40 PVC SPARE
1
3
2" SCH40 PVC SPARE
1
4
3" SCH80 PVC
3
2" SCH80 PVC
2
1
5
2" SCH80 PVC SPARE
1
6
3" SCH40 PVC
2
1
xl
I24
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MATCH LINE 0+50
SITE
AL BELOW LEFT
MA
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✓e�i ��
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SI TE
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1
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SITE
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0� 0 00 1006f00 —W
NE 4TH PL
SD SD
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NEW RA
r:7
PSE STREET LIGHTING SCOPE OF WORK
PSE STREET LIGHTING CONSTRUCTION NOTE
PSE1 EXISTING UTILITY POLE TO REMAIN. PSE SHALL REMOVE EXISTING FIXTURE AND ARM.
PSE STREET LIGHTING GENERAL NOTE
1. PROJECT CONTRACTOR SHALL COORDINATE WITH PSE STREET LIGHTING TO SCHEDULE INSTALLATION, INCLUDING
COMPLETING ALL FORMS, PAYMENT OF ALL FEES, ETC. ASSOCIATED WITH THE INSTALLATION. PSE STREET LIGHTING
SHALL FURNISH AND INSTALL ALL MATERIALS BY CONTRACT WITH THE DEVELOPER.
* EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN I I I
THE LARGEST WIRE SIZE IN THE CONDUIT.
x
/ 2
ILLUMINATION CONSTRUCTION NOTES
D
CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 1 16. 1. FURNISH AND INSTALL NEW NEIGHBORHOOD
STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-02,
AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID LLJ I
PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. I z
(DCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. FURNISH AND INSTALL NEW ARTERIAL STREET 1 11 ICL
DECORATIVE LUMINAIRE POLE, LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, AND I
PER CITY OF RENTON STD PLANS 117.1, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER
THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. 1 I Q ( g'�••T 9
I � V I �� : of w'+sy '•%
O3 EXISTING LUMINAIRE POLE TO REMAIN. — I 0 ®
OCONSTRUCT STREET LIGHT CONTACTOR FOUNDATION PER CITY OF RENTON STD PLANS 126.1 & 126.2, SHEET IL-04. 2
FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY I I 1 �.�•.�F �0.�2
SHALL
RENTONVERIFIED
D BY CITY OF RENTON INSPECTORPRIOR TO OFCONDUITS. STD1I ORIENTATIONF FOUNDATION AND CABINET
B I 12 0 TEN PROJECT NO. 2022-135 ANsS�oNAI.
T-423003
(DEXTEND NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX ADJACENT TO LIGHT POLE 1372D. SPLICE NEW I I 04 74 2023
ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED = I SPLICE KIT. i IN COMPLIANCE WITH CITY OF RENTON STANDARDS
OTHE POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL i \ \
i I I DEVELOPMENT ENGINEERING
COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 120/240 VOLT SINGLE PHASE POWER SOURCE CONNECTION. THE d I Transportation Engineering Northwest Q
CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR COMPLETION OF ALL NECESSARY FORMS/APPLICATIONS — , W I I W Wanders 06/07/2023
ASSOCIATED WITH THE NEW POWER SOURCE. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE ' Z I I Z Transportation Planning Design Traffic Impact &Operations J
POWER SOURCE. CONTRACTOR SHALL COODRINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL MATCH LINE 0+5� 11400 SE 8th St, Suite 200, Bellevue, WA 98004 I Office (425) 889-6747 0-
CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' OF TRENCHING TO CONNECT TO POWER Project
Pt Contact: Trevin Roletto, P.E. W
SOURCE FOR BIDDING PURPOSES. SEE ABOVE RIGHT
Phone: 425-250-0583 z
SURVEYED: SCALE: DATE:
ROW a�L/rOR HOR ZO TALL AD 1983/1991 0411412022 �J/
DESIGNED: CITY O CYPRUS LANE PLAT VFIELDBOOK: )
DRAWN: D14c/LAD 0 RENTON TUSCANY CONSTRUCTION LLC PAGE:
O O ONE INCH DATUM DRAWING NO:
CHECKED: TDR AT FULL SCALE Planning/Building/Public Works Dept. PO BOX 21 70 IL
-01
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: C TH SCALE ACCORDINGLY SHEET: OF:
RENTON, WASHINGTON 98056 34 37 V
DocuSign Envelope ID. 909BODA8-03854664-AE66-578FF1561D7F
PAINT SPECIFICATIONS,
ALL ALUMINUM LUMINAIRE AND POLE
RELATED PARTS SHALL BE FACTORY
�RMED AND POWDER COATED.
:IW:H COLOR RAL 91%i51'X '.ET BLACK-.
F' APPROVED EQUAL WITH PAINT CHIP
PRESTIGE SERIES (CY17T4) LED
POST -TOP LUMINAIRE (WATTAGE
PER PLANS, 40M CCT. 120-277Y
UNIVERSAL DRIVER. WITH VS3AR
n RIBBED ACRYLIC LENS) BY CYCLONE
(OR APPROVED EQUAL). DRIVER
SHALL BE INTEGRAL Tb THE
FIXTURE
CONCRETE PAD OR
SIDEWALK PER STD PLAIT
120
1' TIHH7t BASE PLATE
(4) 1 1/4' DIA. A 1 5/8" LG
SLOTTED HOLES
R 2- (TYP)
d~
41 /d
BASE PLATE DETAIL
'8 - #5 BARS,
2' CONDUIT no
E'ENLY SPACED
STATED OTHERCENTER CONDUIT
IN FOUNDATION
DOLT CIRCLE (DiA PER
ANCHOR BOLTBASE PLATE DETAIL
THIS SHEET)
14 HOOPS O 12'
FOUNDATIOPJ SECTION
2' CONDUIT UNLESS GROUND POLE TO
STATED OTHERWISE ON FOUNDATION PER
PLANS SID PLAN 119
2'-0' MN CONDUIT
COVER
FOR STREET LIGHT
6
m
STANDARD DECAL
EXTEND CONDUIT 6" MIN BEYOND
h
;�
NUMBERING DETAIL
FOUNDATION OR CONTROLLED
i
REFER To CITY OF
DENSITY BACKFILL
`
RENTON STD PUN 121
S9
�m
µ HOOPS O 12- x
14'-0' FLUTED SHAPE 5- DIAMETER, 8 - 05 BARS
STRAGHT ALUMINUM POLE EVENLY SPACED c
(P015-14-8046-RAL9005TX-11443) 2 1/1- CLR
BY CYCLONE (OR APPROVED EQUAL) n
INSTALL GROUT AND PROVIDE \ `�
1/2" LIRA ORAN TUBE THROUGH
INTHS LOCATE DRAIN TUBE \ I 2��
WM SURFACE DOWNWARD 1
SLOPE alR£cnGN FOUNDATION DETAIL
1 1/8" DA HOLE
+.�• ,l, 3/8" TICK STEEL
PLATE
':_ . •. BOLT CIRCLE (DIA
HANDHI)LE PER BASE PLATE
POLE BASE DETAIE DETAIL. THIS SHEET)
DECORATIVE ALUMINUM CLAMSIELL ANCHOR BU'__. TEMPLATE DETAIL
BASE COVER BD46 BY CYCLONE NCR APPROVED EQUAL) TOP OF
FOUNDATION
SEE POLE BASE ANCHOR BOLT, 4 TOTAL I' GIP, STEM
DETAIL. THIS F1554 OR GRADE 55 (IYP)
SHEET •9,
1' HEX NUTS. STEEL (6 REO'D PER
16' DIAMETER ANCHOR DOLT). AND
BASE COVER FLAT WASHERS, STEEL (6 REO'D PER
1-.H rti1 Gsr ANCHOR BOLT)
ANCHOR BOLT ASSEMBLY DETAIL
FOR FOUNDATION DETAILS. SEE THIS SHEET. FOUNDATION NOTES:
EDGE OF FOUNDATION SHALL BE LOCATED 1. SONATUBE SHALL NOT BE ALLOWED
AT LEAST 5' FROM CITY UTILITIES UNLESS 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN
OTHERWISE APPROVED BY THE CITY ACCORDANCE NTH THE LATEST WSDOT STANI;A.RD TFnrICATION SECTION
POLE ELEVATION 9 29.6(5) FOUNDATION HARDWARE
FOUNDATION DETAILS
NEIGHBORHOOD STREET
STD. PLAN - 116.1
.i. PUBLIC WORKS
PEDESTRIAN LUMINAIRE
APPROVED:
DEPARTMENT
N 1
FIXTURE AND POLE DETAILS
,�slucha
�Mardn P7/27/2oz2
i IAIE
DocuSign Envelope ID. 9D9BODA8-0385-4664-AE66-578FF
1561 D7F
DIRECT ACCESS
POLE _
2A
TO THE SCREWS
VIW
' RE ARID RE
z POLE
�
q
10'-0'
I
2" T0.NGF'I
z
PIA
HOLE
1n
(LUMINAIRE ARM LENGTH)
45' R
BRACKET ;� GI
LEADS J -
THIS SIDE
06 5 ROADWAY SCALE
�OD
NREWAY 24' PEDESTRIAN
ESTRIAN SOLE
I
HOLE
TOP VIEW
IT
W
=
12 -0"
�
1
(LUMINAIRE ARM LENGTH)
TERMINAL
BLOCK
n
°O
CONNECTOR
60' R 46
0
p
1 1/2
PO
MAX OPENING
4'-0,*
FOR WIREWAY
1
(LUMINAIRE ARM LENGTH)
4" 00 HOLE
2' TANGENT135' (
7.5
TERMINAL BLOCK
z
HOUSING DETAIL
_
3.5" DIA HOLECLAMP
jj--�-ALUMINUM FIN WELDED TO ARM
AND POLE
o
O
WIREWAY SHALL BE MINIMUM 1" ID,
AND MAXIMUM 1 1/2" OD.
TYPICAL FOR ALL ARMS
z
6'-0'
u;
(LUMINAIRE ARM LENGTH)
o
16 R
0
J I
ROUND CAP
ALUMINUM SHROUD
= PIGTAIL FROM
a' D HOLE
(BY MANUFACTURER)
MANUFACTURER
FIXTURE TO
TERMINAL BLOCK
SHALL WELD SHROUD
SHALL BE PROVIDED
9Y MANUFACTURER
ALL THE WAY
=
AROUND
FOR TERMINAL
BLOCK DETAIL, SEE
=
THIS SHEET
z
in
LUMINAIRE ARM
CLAMP -ON TO
(LUMINAIRE ARM LENGTH)
(
a'-^
a
LUMINAIRE
X R 30
LUMINAIRE u W
I
CONDUCTORS, o
=
SEE STD ;4_
'
DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS,
PLAN 119
TYPE 3 IES DISTRIBUTION, 4000K CCT. 120-277v
4" OD HOLE
? 4
UNIVERSAL DRIVER (75OmA OR LOWER), WITH FLAT
GLASS LENS) BY CYCLONE (OR APPROVED EQUAL)
-DRIVER SHALL BE INTEGRAL TO THE FIXTURE
LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET
NOTES: DETAILS
1. STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS
2. STD PLAN 117.1/117.IA PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS
3. STD PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS
4. TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS
5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0.5 INCHES
ILL UMINA TION PLAN o
OF M
Cy
P
RLANE SHORT PLAT
0
0
A PORTION OF SECTION 11, TOWNSHIP 23 N., RANGE 05 E., W.M.
CN
CITY OF RENTON, KING COUNTY, WASHINGTON �
Uocu%Agn Envelope ILA: 9U9E3UUA8-U3tl5-4ti64-AE66-5lE3HF1561U/H
LUMINAIRE COMPONENTS
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
HEAD
MODULE SCREDS 5/16-18 UNC, SLIP -FITS ON A 4" OD BY 3" LONG TENON,
OPTICAUELECTRICAL COMPONENTS
OPTIC
MODULE
TWST-LOCK
OPENING SYSTEM
DRIVER
MODULE
D❑
FITTER
MODULE
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 (R), 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 907
MINIMUM STARTING TEMPERATURE -40T.
GENERAUOPTIONS
WIRING/HARDWARE: TYPE TEW 14-7, 12" MINIMUM EXCEEDING FROM
LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE
PATH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS
STAINLESS STEEL EPDM AND/OR SILICON GASKETING ARE APPLIED. WIRE
NUTS SHALL NOT BE ALLOWED.
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.
o NEIGHBORHOOD STREET STD. PLAN - 116.2
I� PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE APPROVED:
DEPARTMENT DETAILS Morin Pastucha 7/27/2022
N T __.� , .....,• i lA IE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F _ACKET CABLE, #10
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
TO LUMINAIRE
FUSE KITS QUICK DISCONNECT 3 AMP
TO RECEPTACLE
IN LINE FUSE KITS S.E.C. OR EQUAL,
ONE PER CURRENT CARRYING
120VAC RECEPTACLE WIRING, IF
REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE
APPLICABLE. WIRING SIZE PER
LID STANDARD DUTY AND RECEPTACLE WIRING
CONTRACT
JUNCTION BOX TYPES 1 &
TO LUMINAIRE
2 STANDARD PLAN J-40.10
GREEN INSULATED WIRE, SIZED
GROUND LUG
SPLICE KITS CLEAR EPDXY SPLICE
TO MATCH THE LARGEST
!
KITS ON ALL THRU WIRE RUNS
CURRENT CARRYING CONDUCTOR.
TERMINATE AT LUMINAIRE
CONCRETE PAD OR
GROUND LUG
SIDEWALK PER STD PLAN 120A
%kl 1y \\
_7
.\
24"(MIN) COVER #8 BARE COPPER
II
UFER GROUND,
GROUND WIRE
GROUND
II
II
NON -INSULATED #4 AWG
CLAMP
II
II
STRANDED COPPER,
II
PROVIDE 3' MIN. SLACK.
1 -EQUIPMENT GROUND 2" PVC CONDUIT II II ROUTE FROM GROUNDING
J1 LUG TFOUNDATION
WIRE W/GREEN INSULATION
FROM SERVICE CABINET, REBAR. CONNECT TO
SEE NOTE 2, THIS SHEET REBAR USING AN ACORN
5/8"x8' COPPER CLAD CLAMP
2 - LIGHTING SYSTEM GROUND R00 CONCRETE FOUNDATION
WIRES TO CONTACTOR
(SIZED AS REO'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
-<Y 0 LUMINAIRE AND MOUNTING
BRACKET DETAIL STD. PLAN- 117.3 0
+, PUBLIC WORKS _fJUROVED :� PUBLIC WORKS
-Pi!
DEPARTMENT MarlinPaswcna 7/27/2022
NtDEPARTMENT
_AN �FNS�2
LUMINAIRE ELECTRICAL
WIRING SYSTEM
STD. PLAN - 119
APPROVED: 7/27/2022 I
Martin Postucha
_.,....:, ..., :LIE
REVISION
UocUStgn Envelope ILA: 9U9dUUAtl-U:itl5-4fib4-Atdf>-57dhF-15(iTU7f
i
PAINT SPECHFICATIONS:
ALL LUMINAIRE POLE, CAST ALUMINUM BASE PARTS. AND
ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE
SHALL BE FACTORY PRIMED AND POWDER COATED 10
MATCH FINISH COLOR,
ALL BANDING AND ALL OTHER MOUNTING HARDWARE
SHALL MATCH FINISH COLOR.
FINISH COLOR PAL 9005TX "FT BUCK", OR APPROVED
EQUAL WITH PAINT CHIP
pFCY1RATIVE WNINAIRF PCLF NOTES
O ROUND TUBULAR SECTION
(NO TAPER)
DOME SINE LED LUMINAIRE
(WATTAGE PER PLANS. TYPE 3 IES
DISTRIBUTION, 4ODOK CCT, 120-277V
52{ UMVTRSAL DRIVER (75OmA OR
LOWER), WITH RAT GLASS LENS) BY
CYCLONE (OR APPROVED EQUAL)
DRIVER SHALL BE INTEGRAL TO THE
RXTURE- FOR MOUNTING ARM DETAILS
` SEE STD RAN 117.3. WRING PER {' O"
c STD PLAN 119
LUMI, NAIRE ARA
FOR STREET LIGHT STANDARD DECAL
3 NUMBERING DETAIL REFER TO CITY OF
RENTON STD PUN 121J
a POLE SHAFT FABRICATED FROM 6063-F4
ALUMINUM, HEAT TREATED TO T6 CONDITION
Jt AFTER WELDING. tO' 0,0.. 0250" WALL AT
5 BOTTOM OFPOLE SHAFT, 9.375' O,D. AT 27'
� $ UP FROM BUTT OF POLE. TAPERED BETWEEN
LUMNAJRE CONNECTIONS-\
o
ROUND POLE CAP
ALUMINIUM SHROUD (BY MANUFACTURER)
DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES
LUMINAIRE ARM LENGTH �IDRIVER
DISTRIBUTION. 4000K CCT, 12D-271V UNIVERSAL DRIVER (7SOmA OR
PERPLANSt0' MA% LOVER). WI1H FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL)
i SHALL BE INTEGRAL TO THE FIXTURE FOR MOUNTING ARM
I DETAILS SEE STD PLAN 117.3. WRING PER STD PLAN 119,
(6) 1.38" DIA X 2' LONG SLOTTED
HOLES WITH 11/4' DIA, 4 HEX
2f�
HEAD CONNECTING BOLTS AND NUTS A36 STEEL,
_ �I h- THICK
P- BASE PLATE
1�OH
- - 15"s BOLT CIRCLE
POLE BASE PLATE DETAIL
FOUNDATION SHALL SUPPORT
POLE SHOWN IN STANDARD PLAN
117.1 A
FOUNDATION, AND ANCHOR BOLT
DETAILS PER STANDARD PLAN
117.1A
il
IOU•0'��
H�l
0
• DECORATIVE ROADWAY LLMMNAIRES
i
ARE MOUNTED AT 0'
i
• DECORATIVE PEDESTRIAN LUUINNKS
ARE MOUNTED AT 180'
i Z
• HANDHOLES ARE MOUNTED AT I8T
y
7
ORIENTATION LOCATION
a
DECORATIVE BASE COVER PER
DETALL, THIS SHEET
A. X B' RENFORCED ALUMINUM HANDHOIE
b
OPENING WITH 5/16'-18 HOLE FOR A
(FOUND CONNECTOR AND RUSH FITTING
ALUMINUM DOOR w/ GASKET
/
CAST ALUMINUM ANCHOR BASE,
/ INSTALL ANCHOR BOLT COVERS
P (RO'ADED BY POLE
MANUFACTURER)
6- NIGH SIDEWALK
OR PLANTER STRIP
.-. ROADWAY
CONCRETE PAD/SIDEWALK PER STD PUN 120 IF SURFACE IS NOT LEVEL INSTALL
TROUT AT BASE O POLE AND
FOUNDATION PER STRUCTURAL ANALYSIS BASE COVER, PROVIDE 1/2- DIA
DRAIN TUBE THROUGH GROUT
POLE ELEVATION
PUBLIC WORKS
DEPARTMENT
N 1
9W
OCTAGONAL SPLIT Ti -
CAST IRON BASE
WITH REMOVABLE
ACCESS DOOR
3r
21'
DECORATIVE BASE COVER
ARTERIAL STREET
DECORATIVE LUMINAIRE POLE
DETAILS
DocuSign Envelope ID. 9D9BODA8-0385-4664-AE66-57BFF1561D7F
T-O"
o=
U000 M000
MIN. MIN.
LUMINAIRE POLE JUNCTION BOX
CONCRETE PAD,
PLAN ViEW BROOM FINISH
4
JUNCTION BOX
UMINAIRE CONCRETE
14
FOUNDATION
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
GENERAL NOTES:
1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS
OUTSIDE OF SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL
BE PER STD PLAN 135
3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELEVATION OR BOTTOM OF SIDEWALK ELEVATION
4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN
5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND
TYPE 2 JUNCTION BOXES ONLY
I• PUBLIC WORKS
P DEPARTMENT
N1
DocuSign Envelope ID: 9D9BODAS-0385.4664-AE66-578FF1561D7F DIRECTION GENERAL NOTES:
rrxn�1111cAut
ALL LUMINAIRE, POLE. CAST ALUMINUM
STEEE! 6 STREET O I, DOWNTOWN DECORATIVE PEDESTRIAN LUMINAIRES
CURD ANO TRAFFIC CURB AND tRAFFlC SHALL BE EQUIPPED WITH ALL EQUIPMENT
BASE PARTS, RNLI ANY ADDITIONAL
SIDEWALK 1 - SIDEWALK SHOWN ON THIS SHEET
EOLAPMENT MOUNTED ON THE POLE
SHALL BE FACTORY PRIMED AND POWDER
>D r-� tw •y 2. ARTERIAL DECORATIVE PEDESTRIAN LLMKNAHLWS
SHALL NOT COME EQUIPPED NTH BANNERS AND
'
COATED TO MATCH FINISH COLOR.
�c FLOWER BASKET ARMS/BASKETS
DOWN11OWN LOCATION ARTFR!AL LOCATION 3. ORIENTATION OF EQUUIPMENI FOR DOWNTOWN
ALL BANDING AND ALL OTHER MOUNTING
LOCATIONS AND ARTERIAL LOCATIONS SHALL BE
HARDWARE SHALL MATCH FINISH COLOR
ORHFMTATION
NO S -DOWNTOWN LOCATIONS ORIENTATION NOTES - ARTERIAE LOCATIONS PER ORIENTATION LOCATION DETAIL THIS SHEET
• DECORATIVE PEDESTRIAN LUMINAIRES MOUNTED • DECORATIVE PEDESTRIAN LUMINAIRES
FINISH COLOR, RAL ROOST, ",IT BLACK*.
At 0. UNLESS OTHERWISE NOTED ON PLANS MOUNTED AT 180', UNLESS OTHERWISE
OR APPROVED EQUAL WITH PAINT CHIP.
• HANDHOLES MOUNTED AT 180' NOTED ON PUNS
• RECEPTACLE MOUNTED AT 180' • HANDHOL.ES MOUNTED AT 0'
DECORATIVE LUMINAIRE POLE NOTES • CARFLEX CONDUIT AND IRRIGATION HOLE • RECEPTACLE MOUNTED AT 0• 2'-6'
LOCATED AT V • CARFLE% CONDUIT AND PrIGATION HOLE
SUPPORT
6 - p5 BARS,
ROUND TUBULAR SECTION • PUNT BRACKETS MOUNTED AT 90' LOCATED AT 150'
(NO TAPER) B 270' (UNLESS OTHERWISE NOTED ON PLANS) ONE 2' CONDUIT. UNLESS
EVENLY SPACED
• BANNER MOUNTED AT 180' STATED OTHERWISE ON THE
CENTER
•
oRHEN1ATrON LOCATION OETAI PLANS
C
DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS,
NCRRETTEE
OF • ILY1NpUlT
TIRE 3 IES DISTIi18UTIOH, 40" CCT, 120-277V
4' ALUMINUM POLE TOP CAP WITH FOUNDATION AND CONNECT fOUNDATIOR
UNIVERSAL DRIVER (75OmA OR LOWER), WITH FLAT
U) SET SREWS AT 120' APART TO CITY JUNCTION BOX PER
GLASS LENS) BY CYCLONE (OR APPROVED EQUAL)
STD PLAN 119 µ HOOPS O 12'
DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR
MOUNTING ARID DETAILS SEE STD PLAN 1173 WIRING
®
ANCHOR BOAT
PER STD PLAN 119.
`�
FOUNDATION SECTION N g
O
GROUND POLE u
sc
_-
4' O.D. '
CONDUIT, SEE FOUNDATION TO FOUNDATION
SECTION, THIS SHEET PER STD PLAN
-
TOP OF CONCRETE 119
PAD/SIDEWALK
DOWNTOWN LOCATIONS ONLY. (2) DECORATIVE
i8" I
BANNER BRACKETS NTH PRESSURE RELEASE
SPRINGS NTH PROTECTIVE RUBBER COATING
DOWNTOWN LOCATIONS ONLY,
1/2- DIA HOLES FOR BANNER. SECURE TOP
--------
BANNER BRACKET WITH THROUGH BOLTS AND
SHIM TO LEVEL PER MANUFACTURER'S INST
DOWNTOWN LOCATIONS
ONLY- 2' Y 4'
STREET LIGHT STANDARD DECAL
DECORATIVE BANNER
NUMBERING PER SIT) PLAN t21
2
EXTERNAL FESTOON CASTING W M
pOWNTOWN LOCATIONS
z
LOCKABLE DIE CAST NEVA 3R
LOCKING, PANTABLE. WEATHERPROOF.
ONLY. Z' DECORATIVE
BANNER ARM NTH FINIAL
IN -USE COVER, MODEL WI BY
/4 HOOPS O 12-
_
1NIERMATIC (OR APPROVED EQUAL)
MOUNTED TO GFCI RECEPTACLE PAW1
_ _ _ _ _ _ _ _
8 - /5 BARS, EVENLY
TO MATCH POLE
r • 5' RENFORCEB ALUMINUM DRIP
s
SPACED
2-1/2' CLR
IiE
25
ACCESS HANpHOLE OPENING AND
DCVMTOW4 LOCATIONS ONLY.
FLUSH FITTING ALUMINUM DOOR MTh
Q3
SECURE BOTTOM BANNER
GASKET LOCATED AT 180'
LLa'
o
BRACKET WITH 3
hQ,USTABtE STAINlE5514
WNTOWN LOCATIONS ONLY.
o
STEEL BANDS AND SHIM TO
DECORATIVE FIUNER BASKET ANU
2'-6"
z
LEVEL PER MANUFACTURER'S
ARMS PER STD PUN 117.4
I
INSTRUCTIONS
16
TAPERED POUF SHAFT
FOUNDATION DETAIL
-�
1" DIN IRRIGATION
FABRICATED FROM 6063-74
TUBING HOLE
ALUMINUM TUBE (POLE
c
$
~
ASSEMBLY HEAT TREATED TO
3/B' STEEL PLATE
-
T6 CONOITION AFTER WELDING)
1-1/8- DIA HOLE (TYP)
)'
ASTM 356, SPLIT CAST
ALUMINUM BASE 2'-0"
6' OD Y .250" WALL
BOLT CIRCLE PER STD
)��PLAN
TALL WITH A" v It"
TOP OF BASE ACCEPTING 6'
117A
REMOVABLE ACCESS DOOR
STRAIGHT ROUND POLE
-
SEE STD PLAN 117.4 FOR
SECTION. INSTALL RUBBER
ANCHOR BOLT TEMPLATE DETAIL
ADDITIONAL DETAILS
GASKET AT TOP OF BASE o
,n
`3' A 5' REINFORCED ALUMINUM ro
1.5' MIN.
/ HANDHOLE OPENING ON POLE WITH
TOP OF FOUNDATION
t
10 3.5' MAX FROM
/ 3/B"-16 HOLE FOR A GROUND
FACE CURB TO
FACE
CONNECTOR AND FLUSH FITTING
ANCHOR BOLT TEMPLATE, TOTAL -
OF
DOOR WITH GASKET
SEE ANCHOR BOLT TEMPLATE
FACE HT BASE
DETAIL MS SHEET (TW)
FABRICATED ALUMINUM
BASE PLATE ASSEMBLY
PER STD PLAN 117.4 B
ANCHOR BOLT, 4 TOTAL I- DIA.
STEEL F1554 OR GRADE 55 (TV)
•_
TOW OF SIDEWALK OR
I' HEX NUTS (6 REO'D PER ANCHOR
CONCRETE PAD
BOLT), AND FLAT WASHERS (6 REO'D-11-1
c
PER ANCHOR BOLT)
FACE OF
11
•• •' ANCHOR BOLT ASSEMBLY DITAIL
CONCRETE PAD OR SIDEWALK FOUNDATION NOTES
PER STD PLAN 120 1. SONOTUBES SHALL NOT BE ALLOWED
IF SURFACE IS NOt LVEL INSTALL
FOUNDATION, SEE THIS SHEET EDGE O 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN
GROUT AT BASE OF POLE AND BASE
ACCORDANCE WITH THE LATEST WSDOT STANDARD SPECIFICATION
FOUNDATION SHALL BE LOCATED AT
COVER, PROWCE 1/2- DIA pRMN TUBE
LAST 5' FROM CITY UTILITIES UNLESS SECTION 9-29.6(5) FOUNDATION HARFWARE
hIROUGH L47QU1 ►oA18 et,evmnoN OTHERWISE APPROVED BY THE CITY FOUNDATION DETAILS
STD. PLAN - 117
R04 ED: ;' I, PUBLIC WORKS DECORATIVE PEDESTRIAN
Martin Pestucha�EP7127120122 5 DEPARTMENT LUMINAIRE POLE DETAILS
MN �+
LUMINAIRE POLE J L JUNCTION BOX
- CONCRETE SIDEWALK
PLAN NEW PER STD PLAN 102
LUMINAIRE POLE
- CONCRETE SIDEWALK
PER STD PLAN 102
- JUNCTION BOX
��. LUMINAIRE CONCRETE
FOUNDATION
SIDE MEW
LUMINAIRE WITH SIDEWALK DETAIL
CONCRETE PAD 1'-0"
JUNCTION BOX PLAN NEW
4"
i
CONCRETE PAD
JUNCTION BOX = SIDE NEW
INDMOUAL JUNCTION BOX PAD DETAIL
TEN PROJECT NO. 2022- 135
VTENW
STD PLAN - 117.2
APPROVED:
Martin 7/27/2022
I IA IF
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
LUMINAIRE CONCRETE STD. PLAN - 120 1 1400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747
PAD/SIDEWALK AND �1PF'R0�'ED:
JUNCTION BOX CONCRETE PAD MartinPaslucha 7/27/2Q22 Project Contact: Trevin Roletto, P.E.
1-- ELA IE
Phone: 425-250-0583
SURVEYED: SCALE: DDW VERTICAL: NAVE) 1988
/1 H'Y DESIGNED: HORIZONTAL: NAD 1983/1991 CITY OF
Bt/L/TOR RENTON
DRAWN: BV��LAB
ONE INCH DATU M
CHECKED: TOR AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE AP P R I APPROVED: SCALE ACCORDINGLY
CTB
`O
^^V
V`
1
N
U
T-423005 04142023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING TRANSPORTATION OPERATIO
!.01
NJanders 06/07/2023 CBarnes 06/12/2023 ~
Q
CYPRUS LANE PLAT
TUSCANY CONSTRUCTION LLC
PO BOX 2170
RENTON, WASHINGTON 98056
0-
W
Z
DATE:
0411412022
rJn
V J
FIELDBOOK:
PAGE:
D
DRAWING NO:
L-03
SHEET: Z6 Cw. 77
.J/
U
0
Cn
N
1
1
O
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF/561D7F
INSTALL DECAL NUMBERS/LETTERS VERTICALLY
DECAL NUMBERS/LETTERS, SEE NUMBERING
EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN
DRY WEATHER. 50' F OR ABOVE
3
E?
4
C
5
i
6
C0
z
7
0
NUI�EItlNO E7iANltb �
Tn
NOUNiMO118WOl7AL
1-3/4- TO 2'
�- PEDESTRIAN SCALE
CURB DECAL
TRAFFIC
Fl_Dw
OVAL 01MAYION
FOR POU3 $11MM ON SM PLAN 1111.1
PEDESTRIAN SCALE
DECAL
Ci-PEDESTRIAN SCALE
CURB DECAL GCURB
1RAIDC TRAFFIC
~FLOWW
DWALOIICRAlION
PORIO1N!lI "ONlfOR M1O2
TRAFFIC
Flow
DECAL ORIENTATION
FOR POLES SHOIM ON STD PLAN 117.1 A 117AA
NOAONA7�CAIJIOlCAL P®Ei1gANNCAl,E061
DECAL NOTES:
1, DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, GOLD OR WHITE LEGEND ON
BLACK BACKGROUND
LUMINAIRE STANDARD DECAL
PUBLIC WORKS NUMBERING SYSTEM
i� DEPARTMENT APPROVED: 7/27/2022 1
Pa P ! Mardn stucha
N S DATE
SCALE
CALE
STD. PLAN - 121
Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D7F NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK. CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A
CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF
SECTION B-14,3 IN THE WSDOT STANDARD SPEaFTCATIONS.
2. PAD MOUNT DESIGN IS TYPICAL
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL
5. CONDUIT SIZES/OUANTITIES FOR CONTROLLER CABINETS SHALL BE
INSTALLED PER THE CONTRACT PLANS. PLUS ONE 2' SPARE CAPPED
OUT PAST THE FOUNDATION.
6- CONCRETE CLASS PER STD PLAN 135.
ELECTRICAL SERV7CE/BBS CARNET --, 7 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/HBS
CONTROLLER CABINET
SHIM TO PLUMB
SHIM TO PLUMB
SEE NOTE 3 SEE NOTE 3
4 HOOPS
CABINET TO THE CONTROLLER CABINET.
S. EACH CABINET SHALL HAVE A )V DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
11. WOODEN SHIMS SHALL NOT BE USED
12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3
11 CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL
BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2- SPARE
CAPPED OUT PAST THE FOUNDATION.
SHIM TO PLUMB
(EQUAL SPACES)
SEE NOTE 3
.401
III
2-
1r
111 -_1J
11
6• MIN
Jr
Ld Li I'
TO 2' J
FRONT VIEW
3 - jV REINFORCING BAR (EQUAL SPACES) -,
W
�j--
3/8- DIAMETER PLASTIC
DRNN (ONE PER CABINET)
SEE NOTE 5
/
SEE NOTE 7
3/8' DIAMETER PLASTIC DRAIN
SEE NOTE 13
iC
E
,
Do=
m; _=
-�O: -=
31
I�
1'-0-
NQRIZQNTAL_
COMBINED FOUNDATION
A
REINF. BAR DIAGRAM
6 PIECES
k�
REINFORCING BAR
I
(EQUAL SPACES)
Icr
PLAN VIEW
COMBINED CONTROLLER/ELECTRICAL SERVIQE/BBS FOUNDATION
` CABINET FOUNDATION STD. PLAN - 126.2
PUBLIC WORKS DETAILS APPROVED:
DEPARTMENT M Pastucha 7/27/2022
" DATE
M
a
M
Z
LABEL THE STREET FACING SIDE OF THE CABINET
WITH ADDRESS NUMBER (W/O STREET NAME) USING
AN ENGRAVED PHENOLIC NAMEPLATE WITH 2" HIGH
BLACK LETTERING ON WHITE BACKGROUND. ATTACH
NAMEPLATE WITH ADHESIVE
BASE
MAIN
CONTROL
LTG
GROUND
FAULT
RECEPT
THE METER DOOR SHALL BE REMOVABLE.
UNLESS SPECIFIED IN THE PLANS, THE
METER DOOR HINGE SHALL BE LOCATED
ON LEFT SIDE OF THE CABINET
WIRING SCHEMATIC
PHOTO
CELL
TEST SERV
SWITCH VVIREV
120/24OV, SINGLE PHASE, 3 WIRE
DIAMETER = 7/8"
4- 7/8"
ILL UMINA TION PLAN
OF
C YPR US LANE SHORT PLAT
A PORTION OF SECTION 11, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
ELEVATION
L 32"
I
O
40"
SECTION
72"
O
FOOTPRINT
O NOTES PER STANDARD PLAN 122-2
LOAD LINE 1/4"
FUSE
I
CUTTING RINGS
FUSE KIT
VV I C 3r LII.0
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
._
STANDARD PLANS
LST DATE:04/04
nwr. NAMF, .11111 CP PA(:
REVISION
DocuSign Envelope ID. F09FD439-BD22.4654-ABD3-E560AA1F5959
l'l)'V1NU�E� 1 M HEDULE
O METERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264
W/ 51' JAW AT 9:00 POSITION
O PANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, I PHASE, 3 WIRE, 18 CKT, I OK AIC
MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200
BOLT -ON BRANCH BREAKERS, EATON TYPE BAB:
2 - 20/2 ILLUMINATION A. B
1 - 20/1 ITS
1 - 20/1 GROUND FAULT RECEPTACLE
1 -40/1 SIGNAL (IF PRESENT)
I - 40/1 AUXILLIARY SIGNAL (IF PRESENT)
2 - 60/2 SMALL CELL BRANCH
I - 1511 CONTROL
3 - 20/1 SPARE
3O CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL,
SQD 891ODPA34VO2 -1 REQUIRED
4O PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-TES-UL
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
SO PHOTO -CELL BYPASS SWITCH:
SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK)
6O GROUND FAULT RECEPTACLE: 20 AMP, 125 VAC. DUPLEX
CABINET:
CONSTRUCTION:
NEMA TYPE 3R, OUTDOOR PADMOUNT, 1 /8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM
FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT
MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL
DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH
ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET,
"BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER,
PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW
DEADFRONT: FANGED AND SECURED WITH QUARTER -TURN FASTENERS
FINISH: MILL FINISH ALUMINUM
I - REQUIRED
UL LISTED PER STANDARD #508A
"SUITABLE FOR USE AS SERVICE ENTRANCE"
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
\ SERVICE CABINET NOTES PLAN - 122.2
PUBLIC WORKS APP OV D:
BStUCK4/2021 1DEPARTMENT 4
NT madinDATE
GENERAL NOTES:
1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL
GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES,
LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE
CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT
CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL
HAVE NON-SKID LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED
AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. ALL CONDUIT SHALL BE PVC SCHEDULE 80.
7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS
OTHERWISE APPROVED.
9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION
PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE
TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS
MAINTENANCE REPRESENTATIVE.
.-
I� PUBLIC WORKS
DEPARTMENT
NS
TRANSPORTATION NOTES
STD. PLAN - 135
APPROVED: 7/27/2022 I
Martln Pastucha
UA IE
SURVEYED: QD'A/
DESIGNED: /
UOI f//ITD/l?
DRAWN: 914LIZAS
CHECKED: TDO
BY DATE AP P R APPROVED: CTB
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DocuSign Envelope ID. 9D9BODA8-0385-4664-AE66-578FF1561D7F
CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2
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SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
d d
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINETCABINET
-GRADE LEVEL
N • ,• • d
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
SEE STD PLAN 126.2 FOR ADDITIONAL NOTES
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SHIM TO PLUMB
SEE NOTE 3
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4 HOOPS
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4 BAR EACV CORNER
MIN
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1 TO 2"
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CABINET DEPTH
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CONDUIT ENTRANCE AREA,
SEE NOTE 5, STD PLAN 126.2
CONTROLLER CABINET FOUNDATION
` CABINET FOUNDATION STD. PLAN - 126.1
y� PUBLIC WORKS DETAILS APPROVED:
DEPARTMENT Martin Pastucha 7/27/2022
N -
DATE
TENW PROJECT NO. 2022-135
9TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747
Project Contact: Trevin Roletto, P.E.
Phone: 425-250-0583
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATU M vftov
Planning/Building/Public Works Dept.
T-423006 � 044-2023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
alb
DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION
Wanders 06/07/2023 5 ~
CBarnes 06/12/2023 J
I-
W
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DATE:
0411412022 rJn
CY P R U S LANE PLAT FIELDBOOK:
PAGE:
TUSCANY CONSTRUCTION LLC DRAWING NO:
PO BOX 2170 I L-04
RENTON, WASHINGTON 98056 SHEET: 37 0F: 37 CU