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VIA RE AND POLE
RELATED PARTS SHAM BE FACTORY
PRIMED AND PONDER COATED.
t PNSH COLOR: RAI. 9005TX _JF1 BACK_
,8 1, 4'
ZPRFSnw SFIiES (Cf17TO LED
POST -TOP LUNIMAK (WATTAGE
PER P.ANSV 4JXW CCT, t2�27N
LINMRSAL Olhw, WITH V53AR
WM0 ACM I LENS) 10 LiYCLONE
(OR APPROEED En DRIVER
SI+AL- ff NTECR THE
FIXIURL
TERMINAL ULM LDCAIFJ N THE
FUTURE
STREET LIGHT SIANDARD DECAL
NJYBERNG PER Stu PLAN 171
�- 14'-0' TILTED SHAPE. 5" DIAMETER
STRA104T ALIIYNUM POLE
(POI5--14-BD46-RAL90053X-TN43)
9Y CYCLONE (OR APPR05f0 EQUAL)
4 STALL GROUT.
PROVIDE i OA I
TUBE THJIOUCH GR(
(4) OVAL $LOTS
•
1
o�
Q62—FLA_f
_ Ttiu
24' 8 - / BARS,
2' 00" UNLESS
�EVf1Ilr SPACED
CIITATED FHER7WSE
PLANS
GOITER CGmUT
W FPAlIDA7TJN
BOLT cow (w PER
BASE PLATE DETM_
AlICY4CR BC 7
AILS SLEET)
/4 HOOD 0 it
F JNDAPCI4
SECTION
2' CONDUIT UNLESS
STATED OTHERWISE ON__\
MO. POLE TO
FOUNDATION
PLANS
d rw"T04 CAP
CHAMFER (TYP)
EXTEND THE COOIAT
8• INN BEYOND
FOUIDADON OR THE
CONTROLLED DEN 97Y
BAp61 L
/4 HOOPS • 12•
B-/BARS.
EVfNIY SPACED
2 1/2" 2R
WN. BOLT
LiC]t0M I
3/P DIAWI?
I 24'
6' HIGH FOUND4T10N CAP �;r:-: •.�-�.,:,zT'JJ
i. •-: FOUNDATION DETAIL
•'.. ��'
Y 7/8' OIA HOLE
.;{,�1'� �, •'
..�c (v' �. ��. / "A" STEEL PLATE
r 2'.5" HANDHOLF
BM' CIRCLE (OM
PER BASE RATE
DETAIL IRIS SHEET)
DECORATIVE AIUINIlY CUA9HELL
r
BASE COVER 8D46 BY CYCLONE
gt T 1TYBLATE OETAEL
(OR APPROVED EHx,A1j POL7 BASE
DETAIL
TOP OF FOUNIDATION
PM SAS= PER
r DETAIL„ THIS
ANCHOR BOLL t TOTAL.
SHEET
3/411A (-M)
1 ' DIAML TER
3/4- HEX NUT& S7EL (5
BASE COVTW
COT) PER ANCHOR BXTI,
FLAT WASHERS (6 REO'D PER
ANCHOR BOLT)
1
phi �NQQ_Mj ASSEMBLY DETAIL
-' FOUNDATION PER nETAIIS
ASS SHEET FOUNDATION DIETAIL D
POLE ELEVATION NOTE: SONAIUBE SHAH, NOT BE ALLOWED
NEIGHBORHOOD STREET
PUBLIC WORKS PEDESTRIAN LUMINAIRE
DEPARTMENT FIXTURE AND POLE DETAILS
I
I to'-O"
(LUMINAIRE ARM LENGTH)
Q5'R 38"
4" DO HOLE
I
DIRECT ACCESS
70 THE SCREWS
BRAIXE 1
LEADS
THIS SIDE
1NFWAY 06 5/8
TOP MEW
STD. PLAN — 116.1
LSD' 3/13/2019 I �:3
(LUMINAIRE ARM LENGTH) TERMINAL
BLOCK Y
60' R 46' CONNECTOR
0
1 1/2
P E WIREWAY
4'-0" 4" 00 HOLE
(LUMINAIRE ARM LENGTH)
2' TANGENT
7.5' R 13.5•
TERMINAL BLOCK
0 HOUSING DETAIL
3.5' DHA tDL'c
MIN 01 1/2" WHREWAY
BRACKET SIDE VIEW DETAILS
6'-0"
(LUMINAIRE ARM LENGTH)
16' R 22-
4" 00 HOLE
I
(LUMINAIRE ARM LENGTH)
30' R 30"
4" OD HOLE
LUMINAIRE ARM DETAILS
0
ROUND CAP
ALUMINUM SHROUD
"' PIGTAIL FROM
(BY MANUFACTURER)
FIXTURE TO
TERMINAL BLOCK
MANUFACTURER
SHALL FRONDED
SHALL WELD SHROUD
BY MANUFACTURER
U
ALL THE WAY
AROUND
FOR TERMINAL
BLOCK DETAIL, SEE
THIS SHEET
LUMINAIRE ARM
n
CLAMP -ON TO
LUMINAIRE
LUMINAIRE
Ad
CONDUCTORS
o
_ }
DOME SME LED LUMINAIRE (WATTAGE
AND OPTICS PER PLANS, 40ODK CCT,
4
120-277V UNIVERSAL DRIVER, WTH FLAT
GLASS LENS) BY CYCLONE (OR
APPROVED EQUAL) DRIVER SHALL BE
INTEGRAL M THE FIXTURE
DECORATIVE LUMINAIRE
LUMINAIRE ARM MOUNTING
LUMINAIRE AND MOUNTING TD. Pam_ 117.3
PUBLIC WORKS BRACKET DETAIL ROV D:
DEPARTMENT S Q IA
DATE
Y
Call 2 Working Days Before You Dig
a I I
tilities Underground Location Cente
(ID,MT,ND,OR,WA)
NoR TH WES' T
TPA FF/C EXPE17 T5
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE
n NUMBERING
EXAMPLES
Lm TYPE
WATTAGE
w
W
i C
Lj Lj mz
z
m
FOR STD PLAN 117.1 FOR STD PLAN 116.1,1 ITZ 117.4
-3/4' TO
oCN DO z
— DECAL T
REFLECTOR® GOTEUC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
STREET LIGHT STANDARD STD. PLAN- 121
DEPARTMENT
PUBLIC WORKS DECAL NUMBERING SYSTEM I PROv
DocuSign Envelope ID: 5D308AIA-204D-48E8-BB23.02834B8SL35E
T-
I•_E �._ 1 6"OQo
LUMINAIRE POLE \ 41NCRON BOX
CONCRETE PAD
PLAN VIEW
LUMINAIRE POLE
,,,--LUMINAIRE POLE
PAD
4
I
J(iNCTION BOY
--LUMINAIRE LL44LRETE
FOUNDATION
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS
OUTSIDE Of SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAC) SHALL
BE PER `TC: PLAN 135
3. TOP OF LUMINAIRE FOUNDATION CLEVATICN SHALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELEVATION OR BOTTOM OF SIDEWALY ELEVATION
4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN
5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE I AND
TYPE 2 JUNCTION BOXES ONLY
�L PIIBJC WORKS
DEPARTMENT
LJMINAIRE POLE 3
\ L .PJNCTION BOX
CONCRETE SIDEWALK
PI AN VIEW PER STD PLAN 102
LUMIN/NRE ROLE
CONCRETE SIDEWALK
PER STD PLA14 107
`- JUNCTION BOX
LUMINAIRE C'ONCRFTE
FOUNDATION
&GE NEW
LUMINAIRE WITH SIDEWALK DETAIL
• i
"i
f•EJNCRETE SAD 1%
JUNCTION 3OX J/ PLAN NEW
.� 4'
CUNCRETF PAD J/
JUNC)I^IN .9- - ',IF;'.
INDIVIDUAL JUNCTION BOX PAD DETAIL
LUMINAIRE CONCRETE
PAD/SIDEWALK AND
JUNCTION BOX CONCRETE PAD
30251 r�ISG�� 2 PER CITY REDLINES
/ANAL �� 1 PER CITY REDLINES
NO. REVISION
STD. PLAN 3 120
D.
a a Zimm@II;m '
� DATE
SURVEYED:
DESIGNED:
VJG
VJG 5 6 20 LDH DRAWN
:VJG
VJG 0 9 19 LDH I CHECKED
BY DATE APPR APPROVE
P i HT l�f
ALL ALUWMU4 LUNTNNRE AND POLE
RELAT-c0 PARTS 91A" BE FACTORY
PRIMED ANJ POLDER COAL-0,
9NSH CALDR: RAL 9005TX "YT BLACK'
Q(CCRAIIVE LNAAARF f NOIFS
RWND ruBULAR SECTION
(NO TAPER)
•• ROINO TAPERED POLE SECTION
(0.14-/M
IW NOWNAL LUINARE HOGHT
(LUMINAIRE HSCHT 1 SHROUD)
SECURE TOP BANNER BRACKET NTH
THROUGH BOLTS AND 50410 10 LEVEL
PER MANUFACTURER'S INSTRUCTIONS.
SECURE BOTTOM BARRIER BRACKET -
WITH ADJUSTABLE STMIVES5 STEP:
BANGS AND SHIM 10 LEVEL PER
MANUFACTURER'S NSTRUCTIONS
t� (4) OVAL ROTS
ROM POLE CAP
ALUIMUu SHROUD (BY
MANUFACTURER)
L ARM Ir
NCTH PER BANS
DOME STYLE LED LUMINAIRE
(WATTAGE PER PLANS, 4,00101K LOT,
t10-277V UNIVERSAL.pRIVER, NTH
•
� l
f
' MAX
FLAT GLASS LENS) BY LLI EC (OR
APPROVED EOUALE DRIVER SHALL
BASF PLATE
DETAIL
�.
BE INTEGRAL TO THE FIXTURE FOR
-
MOUNTINGM DETAILS SEE Sm
RAN 117.3.
36' 8 - /7 BARS,
BM ETY SPACED
Y COlDL47 UNLESS STATED OTHEAWSE (INCENTER
RUNS
CONOUT
IN FOUNDATION
(2) BANNER BRACRTS 'RAP
14 ]/8'-15' DA B
PRESSURE RELEASE
SPRINGS
ANCHOR BOLT
µ HOOPS • 12-
LEVEL
FOUNDATION
SECTION
- OPTIONAL BAIWER TO BE
1' CONOL17 UNLESS-
STATED OTHERWSE ON
GtO NI) POE TO
FOIBgATION
PROVIDED AND
"STALLED BYi
PLANS
OTHERS
3/4' CHANTER (TYP)
V-6' MN BROW
i1
GROUND,
2'-0' MN UNDER
PAVEMENT
EXTE/O THE CONDUIT
i
DOME STYLE LED LUMHMA➢K
6' W BEYOND
(WATTAGE PER PUNS, 4,ODOK
FOUNDATION OR THE
CCT. 120-277V UNIVERSAL
0. LEVEL
CONTROLLED DENSITY
MYER, WITH MT GLASS LENS)
BAC6LL
o.
L�!
BY LUMEC (OR APPROVEDEOUN.).
DRIVER SHALLRE K UMNNRE ARM
J4 HOLDS • 12-
INTEGRAL TO THE F XTLFOR
j
MOUNTING ARM OCTAVES SEE STD
u
B - /7 BARS,
PLAN 11Z1
ti i
EVENLY SPACED
8
2-1/2. OLR
I
STREET
FOR LIGHT
ITV
D'
STANDARD DECAL
I
:-e
NUMBERING DETAIL,
21
I �_I
REFER TO CITY OF
RENTON Sm PLAN
FOUNDATION
DETAIL
121-
OELORAIIVE ROADWAY LUMINAIRES
ARE MOUNTED AT 0'
GECORAIAE PEDESTRIAN LUMINARIES
1-3/8- DA HOLE
'Cr BAY DIAMETER
$
•
MOUNTED AT IW KM04MS
(TYP)
M'-0' LONG
ARE
(CONTINUOUS). SMOOTH
w
a
. BBANER SUPPORTT 1BRACKETS ARE MOUNTED AINT�•
J/8' STEEL PUn
iii
RWN7 TML•
ALUMINUM
q
!
MINTED AT IF(0.14'/FT)
BOLT CIRCLE (RDA
T
POLE
m
ORIENTATION LOCATION
SIZE
OL�'w
b
RDWORCED HANDHOLE
DMEN$Han)
rrB COVER0
b
8
ANCE-OR BOLT TEMPLATE DETAIL
INSTALL ANCHOR
_
BOLT COVERS
(PRONGED BY POLE
o
SIDEWALK OR
!OP F TION
MANIFACNRFA;
PLANTER STRIP
ANONHii BOLT, 4 TOTAL, 1' DIA
Ell
( YP)
ROAOWA•
S
"STALL GROUT.
1-1/4- HEX NUTS STEEL (6
PROVIDE �' QA
REOD PER ANCHOR BOLT).
FOR i0UN0A0pN DETAILS. SEE D6S SHEET
DRAIN TUBE THROUGH
FLAT WASHERS (6 REDID PER
CAOUT
ANCHOR B0.1)
ANCHOR BOLT
ASSEMBLY DETAIL
POLE
ELEVATION
FOUNDATION DETAILS
ARTERIAL STREET
®� PUBLIC WORKS DECORATIVE LUMINAIRE POLE
DEPARTMENT DETAILS
NOTE: SO SONATIM ALLOWED
FOR FOUNDATION CONSTRUCTION
STD. PLAN- 117.1
PROD: Sal
DATE
DocuSlgn Envelope ID 5D308AIA-204048E8-BB23-8A283488565E
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SERVICE CABINET STD. PLAN _ 122.1
PUBIJC WORKS PROVED;
DEPARTMENT GAz 3/13/2019 I
DATE
SCALE
AS NOTED
VERTICAL., NAw 19EW
HORIZONTAL HAD 1993/1991
DATU M
�- CITY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT NOTES
1. AS -BUILT INFORMATION ON THESE
DRAWINGS IS BASED ON INFORMATION
PROVIDED TO APCE BY SADLER &
BARNARD SURVEYORS AND ANYTHING
NOT SHOWN ON THESE PLANS AS
HAVING BEEN CONSTRUCTED
DIFFERENTLY FROM WHAT WAS SHOWN
ON THE APPROVED CONSTRUCTIONS
DRAWINGS IS UNDERSTOOD BY APCE TO
HAVE BEEN BUILT PER THE APPROVED
DESIGN PLANS-
2. OTHER THAN AS SHOWN AS -BUILT
CHANGES TO SURFACE ELEVATIONS ARE
NOT REFLECTED IN THIS PLAN.
T-406202
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
HAEVIN RIDGE
ILLUMINATION DETAILS
RENTON, WASHINGTON
PAGE:
/6/20
IL2
OF:
2 3
X
X
X
X
X
X
X
X
X
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DocuSign Envelope ID.F41B6C7D-1A89-4D3E-83C3-E2F0224FAF96
POLE & BRACKET CABLE, #12
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
FUSE KITS QUICK
REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE
LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL TO LUMINAIRE
JUNCTION BOX TYPES 1 & #8 GREEN INSULATED WIRE
2 STANDARD PLAN J-40.10 TO FIXTURE GROUND LUG
SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG
KITS ON ALL THRU WIRE RUNS
CONCRETE PAD OR
SIDEWALK PER STD PLAN 120
24"(MIN)ICOVER RBARE PER
GROUND WIRE
II o
II f
-GROUND II
CLAMP II
1 -#8 EQUIPMENT GROUND — PVC CONDUIT II
WIREW/GREEN INSULATION
FROM SERVICE CABINET
2 - LIGHTING SYSTEM J 5/8"x8' COPPER CLAD
WIRES TO CONTACTOR GROUND ROD
(SIZED AS REQ'D.)
CONCRETE FOUNDATION I
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 WRE 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 OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE
HANDHOLE.IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN
FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG.
LUMINAIRE ELECTRICAL p _ 119
PUBLIC WORKS WIRING SYSTEM OVED:
DEPARTMENT 5/22/2019
DATE
.BAND,
NOTES
T. LIME.NSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE kNIENTIONAILY NOT SHOWN BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCIiRP 350 CRASIII TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO iLLUSIRAIE HOW THE PARTS ARE
ASSFMBE.EO
2. A 2" (IN) POST KITH A 2 1/4' (IN) PSST ANCMDR OR A 2
(IN) POST WITH A 2 1/2• (IN) PSST ANC"OR MAY BE
%)R5?ITUTEO SEE CONTRACT PLANS.
3. PERFORATED SQUARE STELI. POST SHALL MEET THE
REOV:REVENTS OF WSOOT STANDARD SPECWtCATTON 9-06,
4. USE ONLY BASE CONNECTIO@v MANUFACIURE:R SVPPLIED
HARDWARE. THAT MEETS THE REOUIREMEN'S OF YWSOOT
STANDARD SPECIFICATIONS 9-06 AND 9-28
MOUNTING ON EXISTING
METAL POLE OR LON99AHM
—
/ EDGE. OF TRAVELED
,J ROADWA`!
�I
?4" MIN. T
CG£ 0F'
--_..�.
OR REFLECTORIZED SIGNS: MOUNT
5L1.tix2
;
'ACING 3'(degree) OUTWARD IF SIGN
GALVANi2ED BOLT WITH
I
5 *'THIN 30 FEET 09ROADWAY
GALVANIZED WASHERS.
SIGN FACE OMENTATNNI
2.'.
GTE TA, POST
z
L7
E• ,
L
Cl
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TQG . .Pri -'j?
(lOv A SQUA
TUBE)
:I
:I
5
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SIGN POST : it i
• :i i •
' :€
.
o
:u
: .
Flrii 0 •
%�
•
-
.
i7
LIN£I
L.OAR 9DN
PCS? $UPPDH'
S//t6- IN' CORNCA BOLT
...OR 3/b' ttti) fihkGE.D
_............_.._
___.. ...
;.
.-._ -r
SttOULDER BOLT 1MTH
NUT AND MA. AS -
2 REQUIRED {-YP.)
>`
TYPE STA SIM SUPPORT
LOWER SIGN POST SUPPORT 2.25-
(IN). 7-GAGE,
HOT -DIP GALV.,
HEAVY-DUTY AN,^.`IOR
COV16WROAL CONCRETE
MOUNTING ON METAL POST
PUBLIC WORKS
SIGN MOUNTING
METAL. POST
ON SINGLE
Sfl) pLAN- 129
APPROVED
DEPARTMENT
(ADOPTED)
Call 2 Working Days Before You Dig
811
Jtilities Underground Location Cente
(ID,MT,ND,OR,WA)
NoR TH WE-H T
TPA FF/G EXPER TS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
DocuSign Envelope ID:5D308A1A-204D-48ES-M3-BA2834BB565E
,-CONDUI- ENTRANCE AREA
i
PLAN ME
E4-0�' .
SIZE TO FIT SIZE TO FIT
s _ CABINET AIINET
T---�— ' 1 O �l
c' -GRADE LEAL
cL
FRONT VIEW SIDE `AE
ELECTRICAL SERVICE CABINET FOUNDATION
�a
SHIM TO PLUMB
I ,—SEE NOTE 3
#4 HOOPS
#4 BAR EACP CORNEP,
6 MIN - ITT=�1I T LI 2
-3/8" DIAMETER Pi A;,TIC DRAIN
SIDE VI 'k
CABINET DEPTH
-6" + 2" 1'-6'
I
I mil
S i0
_ _ _ _ — _ #4 BAR EACH
I�#4 CORNER
y I 441-1- NHS
" rD IIII
PLAN VI
CONTROLLER CABINET FOI N A i N
NOTES 'ER STD PLAN 126.2
CABINET FOUNDATION
PUBLIC WORKS DETAILS
�t I� DEPARTMENT
3/13/2019 1 4:1
GA 1F
I THERMOPLASTIC/PAINTED STD, PLAN- lab
PUBLIC WORKS DEPARTMENT PARALLEL CROSSWALK APPRQVED:
� G,
ZiI
�T=r
AL
�ISTEK��c,` 2 PER CITY REDLINES VJG
ONAL 1 PER CITY REDLINES VJG
N0. REVISION BY
SURVEYED:
DESIGN
VJG
6 20 LDH °f�W" VJG
/9 19 LDH CHEC LDH
DATE APPR APPROVED:
LDH
ow
OIL
%�!■■■ i�
;..a ,
DIAMETER = 7/8"
�+ 4-7/8'
1/4" LOAD LINE 1/4"
FUSE
1/8" QO O 1/8"
(� CUTTING RINGS
FUSE KIT
YYTL Jt'LIVC
SPLICE KIT FUSE KIT k SPLICE KIT DETAILS
ADOPTED
Cr" OF RsnroN
sTANDA7rfl PLANS
LST DATE: 04/04
•,,, .....,...
.,..
._-_..
nWr NALAF,
-1011 co PArr-.im i
DocuSign Envelope ID'B16CE03A-ED99-4F11.8559-FEB382C92BFB
1.5" RADIUS
( TYP. )
C " k
r
A C
�D �E
0.3" BORDER (TYP.)
B
All
Dt:kIf
SIGN DIMENSIONS
SIGN TYPE
A
B
C
D
E
POST MOUNTED STREET NAME
SIGN (SPEED LIMIT <40MPH)
a„
VARIES
6"
4.5"
3.5"
POST MOUNTED STREET NAME
12
VARIES
8"
6"
5"
SIGN (SPEED LIMIT >40MPH)
GENERAL NOTES:
1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS
APPROVED BY THE CITY
2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M El_ECTROCUT FILM SERIES 1170
OR APPROVED EQUAL
3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE
4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL
5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED
6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT
MOUNTING HEIGHT SHALL BE 9'-0"
COLORS
LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.)
BACKGROUND - GREEN (REFL.)
POST MOUNTED TD. PLAN- 134
PUBLIC WORKS STREET NAME SIGNS DEPARTMENT APPROVED: 7/30/2018
(iL
- DATE
SCALE:
AS NOTED
VERTICAL: NAVD 1988
HORIZONTAL_ NAD 1983/1991
DATUM
STREET LIGHTING CON —ACTOR CA3INLT
WIRING SCHEMATIC
TYPE 11 'SERVICE- 120Z240 VOL1
100 A MAIN EREAKER (MIN.)
2 PCL= 240 VOL-
rR� (3
ORONNUi DREAK:RS
120/240 VOLT
TEST I5 POLL
S Al T CH —�
TERMINAL
31 DICK —
b
2, A %
b 3 I I
CIRCUIT WRES TO L-GIDNG RLINS '
PF-OTO-CE_L
MOUNTED ON
NEA3EST
LUW..NAIRE
WIR NG CCLOR CODE
A. WHITE JACKET (NEUTRAL)
A. AI AC•< JACKET (LINE)
C. GREEN JACKET (GROUND)
C. RED JACKET (LOAD)
E. G4FFN OR BARF WIRE (GROUND)
ti Y �O
PUAI1C YiORK STREET LIGHTING CONTACTOR
DEPARTMENT CABINET SCHEMATIC
AS -BUILT NOTES
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS
BASED ON INFORMATION PROVIDED TO APCE BY
SADLER & BARNARD SURVEYORS AND ANYTHING NOT
SHOWN ON THESE PLANS AS HAVING BEEN
CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN
ON THE APPROVED CONSTRUCTIONS DRAWINGS IS
UNDERSTOOD BY APCE TO HAVE BEEN BUILT PER THE
APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO
SURFACE ELEVATIONS ARE NOT REFLECTED IN THIS
PLAN.
UT _ITY
PLUG (GFI)
STRZF,- LIGr-TING
rXX4 TAC TORS
TC CRCUND
ROD
STD. PLAN - 123
T-406203
.:o
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
"R CITY OF
RENTON
Planning/Building/Public Works Dept.
HAEVIN RIDGE
ILLUMINATION DETAILS
RENTON, WASHINGTON
PAGE:
/6/20
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