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CONSTRUCTION NOTES
OINSTALL FOUNDATION AND LUMINAIRE (70 W HIGH
PRESSURE SODIUM) PER CITY OF RENTON STANDARD
PLANS J003, J009 & J014. INSTALL FIXTURE
PERPENDICULAR TO CENTER LINE OF NE 2ND PL
UCEpT FOR POLE j1 WHICH WILL BE ROTATED 90'
CLOCKWISE TO LIGHT THE HAMMERHEAD.
OINSTALL TYPE I JUNCTION BOX AND SPLICE
CONDUCTORS PER CITY OF RENTON STANDARD PLANS
J007 & J008
O OF
INSTALL
RENTON FOUNDATION
RDS. AND
CABIINETSERVICE PER CITY
ID #XXXX
O4 INSTALL PHOTOCELL ON LUMINAIRE AND RUN CONTROL
CONDUCTORS TO THE SERVICE CABINET TO OPERATE
THE CONTACTOR FOR THE LIGHTING SYSTEM
OEXTEND CONDUIT AND SERVICE CONDUCTORS TO PSE
SERVICE POINT
LEGEND
NEW
LUMINAIRE - CYCLONE POLE
PD15- 14- SA- BD46- RAL9005TX -TN43
LUMINAIRE
WITH CLAMSHELL BASE COVER AND
i
CYCLONE FIXTURE CY1701-F2AP-PR3-
J
LAC- 70HPS- 240- S1- RAL9005TX
i
120/240 VOLT ELECTRICAL
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CONSTRUCTION NOTES
OINSTALL FOUNDATION AND LUMINAIRE (70 W HIGH
PRESSURE SODIUM) PER CITY OF RENTON STANDARD
PLANS J003, J009 & J014. INSTALL FIXTURE
PERPENDICULAR TO CENTER LINE OF NE 2ND PL
UCEpT FOR POLE j1 WHICH WILL BE ROTATED 90'
CLOCKWISE TO LIGHT THE HAMMERHEAD.
OINSTALL TYPE I JUNCTION BOX AND SPLICE
CONDUCTORS PER CITY OF RENTON STANDARD PLANS
J007 & J008
O OF
INSTALL
RENTON FOUNDATION
RDS. AND
CABIINETSERVICE PER CITY
ID #XXXX
O4 INSTALL PHOTOCELL ON LUMINAIRE AND RUN CONTROL
CONDUCTORS TO THE SERVICE CABINET TO OPERATE
THE CONTACTOR FOR THE LIGHTING SYSTEM
OEXTEND CONDUIT AND SERVICE CONDUCTORS TO PSE
SERVICE POINT
LEGEND
NEW
.pPROVED
POLE SCHEDULE
DATE
LUM.
LUMINAIRE - CYCLONE POLE
PD15- 14- SA- BD46- RAL9005TX -TN43
LUMINAIRE
WITH CLAMSHELL BASE COVER AND
NO.
CYCLONE FIXTURE CY1701-F2AP-PR3-
J
LAC- 70HPS- 240- S1- RAL9005TX
®
120/240 VOLT ELECTRICAL
1
SERVICE CABINET
m
TYPE 1 JUNCTION BOX
®
TYPE 2 JUNCTION BOX
— —
PVC CONDUIT, SEE WIRE SCHEDULE
O
CONSTRUCTION NOTE
QWIRE
NOTE
.pPROVED
POLE SCHEDULE
DATE
LUM.
CONDUIT
H
LUMINAIRE
CITY POLE
NO.
�
J
ET)
(WATTS)
NUMBER
1
ELOCATIOJN
.1
W15.1
70
4989I
2
3 — #8, 2 — #10
2
.1
70
4993I
3
3
2 SCHED.
.1
70
4990I
4
.4
.5.1
PVC
70
4991I
5
13 +86.4
1 20.5' RT.
1 15.1
70
F 49921
,APPROVED
FAY �/�NG;Q uc —' DATE .'
GRAPHIC SCALE
o, io 20 40
I Inch = 20 feet= 20 feet
WIRING SCHEDULE
CONDUIT
CONDUIT
CONDUCTORS
RUN
SIZE
�
J
1
2" SCHED.
40
PVC
3 — #8, 2 — #10
2
2" SCHED.
40
PVC
3 — #8
3
2 SCHED.
40
PVC
3 — #2
4
2" SCHED,
80
PVC
3 — #8
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TYPE 2
TO LUMINANE
M z
FUSE KIM WICK DISCONNECT
22'
a
33'
Has Outside Aaln
I
10 AMP IN LINE FLEE NITS
7
Box ImMa Len N
I:T,�
19'
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13"
0
F
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TwIGAL DEMN'8'
?
26 1/2"
O
13'
U
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12'
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W-15
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TYPICAL LIGHTING UNDERGROUND SYSTEM
O� D a CON OR ADOPTED
LET ourso PW9
N 0 Lae wrB: 01/04
DWG. NAME:J007 SP PAGE: JD07
2" TO
2 -i/2'
15 FEET
2 -7/8"
TO 3"
DFCAI
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY OWNED
PLAN VIEW
LETTER PREFIXED
PUGET POWER
OWNED
STREET LIGHT STANDARD
DECAL NUMBERDNG SYSTEM
O D
ADOPTED
PrR N
3fAN0Nb PLW9
O Lae DAT8: 04/04
DWG. NAME: J009 SP PAGE: J009
PLAN VIEW
H
L.Pose BOB, Exed
K
ELEVATION VIEW
TYPICAL JUNCTION BOX INSTALLATION DETAILS
I" P
SIGNALS T S
1I m
LIGHTING (Mork L)
To
TELEMLEM NETRY
TRAFFIC SIGNAL. SYSTEM LEGEND
Form L.H.I -A With 1/8" Weld
Bead. Grind off Diamond Pattern
before forming HUNTS. L 1-0
''�111t- ...NNNe11PPP �1� Nom.
L MINA YS M F. NO
m TYPE 5 BO%
TYPE 'V' BOX
,1x1a3/I8. I'Lma P Ax SYN.,G
z Hoare per LOU
Lions,,
1 All tlmembm a'. mMVnum EK.m em(1.1 ... he vary among alffe am m...........
2. The noted IN thickeners o oil minimums. The Diamond Pattern fa Tpe 1 Our Tpv 2
boxes shall be 28A minimum of mered tWolmesn
3 LH ...part members and$ be nUdsd to the from.
JUNCTIOT BOX DIMENSION TABLE
x
ITEM
E
TW
TTPE
i
TYPE 2
TO LUMINANE
NR51AR B
FUSE KIM WICK DISCONNECT
22'
22'
33'
Has Outside Aaln
I
10 AMP IN LINE FLEE NITS
a 12
Box ImMa Len N
16'
19'
28'
SE.C. OR EWPL
13"
14-
17'
ltd Len m
TwIGAL DEMN'8'
ImnavA:
26 1/2"
US Width
13'
13-
AINCROK 00x
Box CHAIN
12'
12'
12-
W 8 imlm 0 0
5/w
3 Ib'
A
a�Llm I
1/C MMIMUM
1 1 2'
GROUND LUG
W -3
W-15
W -25
Eal HOLE _
���-Fr�
Y MIN. GROUT
Ses MAP
b b
YR
�NJ
CPLOX KITS ON ALL THRU
ARE RUNE
UNDER PEE BABE
A' co"
PAD
'
D,
II
II
- DIAMETER = 7/8"
W BANE COPPER
0_ >;
6
POUND
_J
CLANK,
PYG
1 /B CAWNG ARE
CYSIEM
SYSTEM
�I
ILIA
II
CIJI
z - .DOTING SYSTEM
d e
THREE i0 CCNID.)
CONCRETE
3'
�"�I
(512E0 AS flEtlD.) FOUNDATION
5/8'x8' COPPER
H
CLAD GROUND ROD
OOO
3'
E0. OR DIA
q- 7/8
I
�
t /q•• LOAD LINE
FREE IvEwxG
.'D
STREET UGHT POLE
PLAN VIEW
JUNCTION BOX
FUSE
8p tl Ve'
MATERIAL, C0.SI AL WIXW
i
I, i 3
C Y ,
HOLD
00.iS GIRLIE Al1AVEP
CUTTING RINGS
N' 6
IT °
°
FUSE KIT
gNCXDR PLA TE
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2' lTMr)
LL =J
d' DEEP
UL LISTED PERK STANDARD I50B
III
n
9B1lBE i(R Ni AS 4ANtt fNRRWZ fpNpl
FWALODECWAiIVE CAST A. MWHAI. xECW Ll gSSEMEF
III
EPDXY FILL
NEEDS EUYRC SPEC.
CNL6,4 EECOPATIVES%M AL.. D00 -O. MoNaNICAIIY MbMICI WI IWp.
I� SPbN ALINSAVN Lm -owR:, KECwvnfuLY ASSEMBED ON THE LUIRNAM.
I�
I
COMPONENT
SCHEDULE
G1MAP IN A NO. W., Tq$ OWRO IS -A LAST 3M OLIIMIMM VII. ECCWATIVE MAE YClBC. t0
THE rinfR.
p�YCTIW1
_
� 1
j•
(�
METERBASE: 1W AMP, 4 JAW, AN /11418, SAFETY MET TYPE. 5111 JAW AT 9:W
POSITION
NILE MADE m aY-PIECE SE ESS Ix.IECrzo-Kaxv CLEM ACRYLIC HCVRIG A PAISMTIL ExiERlm
I �}5- —
L
(CONiRACigt TO KAFY M11H SERVING UTUi1�
SLWFALC THE 6LpBE IS IECNANGLLY ASSEMBLED OV THE ACCESS KECIMNISM.
n
COVES WITH 1 xXEL NKIWR �.TS.
ah"A"I.S• B HUn axD a WASegs �A
J'
'
Z
0
PPNELBOARD 120 240 VAC, 100 AMP, i PHASE 3 ME, COPPER BUS
/
LNP VARR6E YO BE [Ei
WTILAL SYSifM pISYRIBN9@1 10 8E IETC ^r^ -
IIPWiONr, tll Imi °BSYRIICL $PgCE
BrrvEEx alrom rote aID eRKRETh]
BASE "
Z
INLINE SPLICE
NESTINGHWSE BAB BOLT -W BREAKERS
ALCESS-KECIMMSM RpidlOrto.. p1E -CAST p38v IJ.UgMM BWRIER -ICON MECHANISM WITH CONSTANT-
P
SIDE VIEW
Z
V'
'�
1 -10/2 MAIN
PRESANiE SPRIN�-LWDFD POINL$. THE k2CWa115M $INLI NFER i0.LfREE gLLESS 20 1NE
MSI[f 6 THE LIgMIFE, LAM AND BALLAST rGY. AN CgCMn KCMRY- REttWIVE WSNET
npcF B BOLTF INFpRMAT1EIN
'I
2 -20/2 ALUM NAPON BRANCH
SNALL ENSLAM FAMBER NO A RED KEY OI OF BALLAST TRAY SHALL INDICATE POINT
1 -5D /1 SINAI BRANCH
or EAVgGElexr
L'
1 -15/1 CONTROL CAT BRANCH
Enron CAST EKK IMM C/ SET $CROWS 3Y8-I6 mtL SLIP -FITS M A 4. OFFIDE DIAKTER x .'
LIGHTING STANDARD &
JUNCTION
BOX ' •
EPDXY FILL
1 -20/1 GROUND FAULT RECEPTACLE BRANCH
L110lVRE pPTIp1$• 1.11.11..". -TYPE PHOTEi VOLTS. VOLTAGE TO BE DETERMIMp
POLE P135A a
$O
CONTACTOR. LIGHTING RATED, 30 AMP, 4 POLE. 120 VAC COAL SO B R91WPA34V02U1.
11,
m. r11w rc nrvlmn.T..
PLAN VIEW T
I
®
TERMINAL BLOCK i0 REMOTE PHOTO ELECTRIC Alto
°E Sual SHALL A V IB FLUTED Rp1N6 ExNM0 6W1 -T6 ALTABN TUBING. WVING
A 0. WALL THICKNESS, WELLED TO BOTH THE LOTION AtID TIV IF THE AKK.OR PI, ATE.
SO
PHOTO -CELL BYPASS SWITCH, Pg. 15 MR, 2]] VAC.
I�� /� 1��(� I�� BOX
INDIVIDUAL JUNCTION BOX
MDRENPMCE°P MM RE Pp.E 11NLL HAVE A V x 41/B' MINTEWLE OPENING CENTERED M' r
Her Bmrm m THE MERCER KATE, COMPLETE WITH A WEATKRP F &MMM COVER Me
GROUND FAULT RECEPTACLE, 120 VAC. WPIE%, 20A
FACTORY ES cwKR RID LUG
B0.5F LOVERS lV.N.E. sLASC COVER PALE rRw FWIEn ALLWNM, MECNAYILRLLr FASTFXED
-PIECE Sidua OVE
"� WYE SPLICE
CABINET: NENA 3R, RADMWNT. /12 GA PREGALVANRED STEEL CONSTRUCTION.
2 SCREENED AND GASKETOD VENTS
Wirx SrurAE55 I.L. siEEL S<REVS.
DOOMS: HEAVY OUT' CONCEALED HINGES (LIFT -Off TYPE)
MTCC AN
�uS
I�
STAMLE55 STEEL VAULT HANDLES PAOLW%ABIE METER DOOR
NOTE
DISTRIBUTON DOOR
,,p", IF cnxwxrxrx
CLASS 'B' CONCRETE TO BE
USED
SPLICE KIT FUSE EOT & SPLICE FIT DETAILS
BESTED ARSE METER WCR
CLOSED CELL NEOPRENE CASKET, CARD HOLDER
SERVICE CABINET FOR STREET CONTROL
x envARE- qu Exwscn 1. P WILL u w L.C.. STEEL. ALL uus AIro uuwG DEVICES ARE
ANDIm uNEn vRH Evvx arum Sa¢mc.
MvE
STREET LIGHT
IN CONSTRUCTION OF PAD
CONCRETE PAD DETAW9
FNISN: PILASTER PONDER COAT, ALUMINUM WtSDE, M111R INSIDE
&TRAFFIC SIGNAL
Iwsw rzULSE V Lam TO u An PAR 144AHOS/l i M e >, FB_ 1e OMPO TION ATRA m
PULSES BOWLER CM PAINT. <4 MILS /IW NILTWS). iNE CMCIOLK LIYPOSIiION PRpa, A
MNLY pR"L W N6 Sol SMAY RESITAM fWISN IN ACCmMNCE Ta THE ASTON BIT] ]3
A ADOPTED
CELT OF RBNIbN
ADOPTED
4 CON OF R N
ADOPTED
CITY OF RFNTEN
ADOPTED
CRY Or REMION
$iA`6AR0 AND INMDITY PRp18' IN ACCORDANCE i0 THE ASTON- DEN] -68 STANDARD
a
4 4
O
4 •
♦ a
� gL.,W m PUNB
STANDARD PLANE
STANDARD BEAR.
SFANDAIOI PLANS
ISO PAU: 04/04
LTT DATE. Oa /Oa
181' pATe: W /Da
L4f BASIC (Ai
DATE REVISION
DWG. NAME: J003 SP PAGE: J003
GATE REVISION
Y APPR DWG. NAME: JOOB SP PAGE: J008
DWG. NAME: J013 SP PAGE: J013
Rmsm IAm of
W APPR
DWG NAME:
JR-1 to
SP PAGE: JO10
PPR
DATE REVISION BY PR
DATAm
REVISION
TYPICAL LIGHTING UNDERGROUND SYSTEM
O� D a CON OR ADOPTED
LET ourso PW9
N 0 Lae wrB: 01/04
DWG. NAME:J007 SP PAGE: JD07
2" TO
2 -i/2'
15 FEET
2 -7/8"
TO 3"
DFCAI
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY OWNED
PLAN VIEW
LETTER PREFIXED
PUGET POWER
OWNED
STREET LIGHT STANDARD
DECAL NUMBERDNG SYSTEM
O D
ADOPTED
PrR N
3fAN0Nb PLW9
O Lae DAT8: 04/04
DWG. NAME: J009 SP PAGE: J009
PLAN VIEW
H
L.Pose BOB, Exed
K
ELEVATION VIEW
TYPICAL JUNCTION BOX INSTALLATION DETAILS
I" P
SIGNALS T S
1I m
LIGHTING (Mork L)
To
TELEMLEM NETRY
TRAFFIC SIGNAL. SYSTEM LEGEND
Form L.H.I -A With 1/8" Weld
Bead. Grind off Diamond Pattern
before forming HUNTS. L 1-0
''�111t- ...NNNe11PPP �1� Nom.
L MINA YS M F. NO
m TYPE 5 BO%
TYPE 'V' BOX
,1x1a3/I8. I'Lma P Ax SYN.,G
z Hoare per LOU
Lions,,
1 All tlmembm a'. mMVnum EK.m em(1.1 ... he vary among alffe am m...........
2. The noted IN thickeners o oil minimums. The Diamond Pattern fa Tpe 1 Our Tpv 2
boxes shall be 28A minimum of mered tWolmesn
3 LH ...part members and$ be nUdsd to the from.
JUNCTIOT BOX DIMENSION TABLE
x
ITEM
E
TW
TTPE
i
TYPE 2
TO LUMINANE
NR51AR B
FUSE KIM WICK DISCONNECT
22'
22'
33'
Has Outside Aaln
I
10 AMP IN LINE FLEE NITS
a 12
Box ImMa Len N
16'
19'
28'
SE.C. OR EWPL
13"
14-
17'
ltd Len m
TwIGAL DEMN'8'
1B-
26 1/2"
US Width
13'
13-
AINCROK 00x
Box CHAIN
12'
12'
12-
W 8 imlm 0 0
5/w
3 Ib'
WMI Th4Yneu Mm
_§11e
1 1/27
1/C MMIMUM
1 1 2'
GROUND LUG
W -3
W-15
W -25
Eal HOLE _
SPLICE KITS CLEAR PDX!
Y MIN. GROUT
Ses MAP
CPLOX KITS ON ALL THRU
ARE RUNE
UNDER PEE BABE
A' co"
PAD
'
D,
II
II
W BANE COPPER
MOUND ARE
POUND
CLANK,
PYG
1 /B CAWNG ARE
CYSIEM
SYSTEM
�I
ILIA
II
CIJI
z - .DOTING SYSTEM
THREE i0 CCNID.)
CONCRETE
(512E0 AS flEtlD.) FOUNDATION
5/8'x8' COPPER
CLAD GROUND ROD
3'
E0. OR DIA
TYPICAL LIGHTING UNDERGROUND SYSTEM
O� D a CON OR ADOPTED
LET ourso PW9
N 0 Lae wrB: 01/04
DWG. NAME:J007 SP PAGE: JD07
2" TO
2 -i/2'
15 FEET
2 -7/8"
TO 3"
DFCAI
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
NUMBERING EXAMPLES
LETTER
SUFFIXED
CITY OWNED
PLAN VIEW
LETTER PREFIXED
PUGET POWER
OWNED
STREET LIGHT STANDARD
DECAL NUMBERDNG SYSTEM
O D
ADOPTED
PrR N
3fAN0Nb PLW9
O Lae DAT8: 04/04
DWG. NAME: J009 SP PAGE: J009
PLAN VIEW
H
L.Pose BOB, Exed
K
ELEVATION VIEW
TYPICAL JUNCTION BOX INSTALLATION DETAILS
I" P
SIGNALS T S
1I m
LIGHTING (Mork L)
To
TELEMLEM NETRY
TRAFFIC SIGNAL. SYSTEM LEGEND
Form L.H.I -A With 1/8" Weld
Bead. Grind off Diamond Pattern
before forming HUNTS. L 1-0
''�111t- ...NNNe11PPP �1� Nom.
L MINA YS M F. NO
m TYPE 5 BO%
TYPE 'V' BOX
,1x1a3/I8. I'Lma P Ax SYN.,G
z Hoare per LOU
Lions,,
1 All tlmembm a'. mMVnum EK.m em(1.1 ... he vary among alffe am m...........
2. The noted IN thickeners o oil minimums. The Diamond Pattern fa Tpe 1 Our Tpv 2
boxes shall be 28A minimum of mered tWolmesn
3 LH ...part members and$ be nUdsd to the from.
JUNCTIOT BOX DIMENSION TABLE
x
ITEM
E
TW
TTPE
i
TYPE 2
IF A
NR51AR B
A Box WOW. 1.0
22'
22'
33'
Has Outside Aaln
I
1r
a 12
Box ImMa Len N
16'
19'
28'
Box Inside pram
13"
14-
17'
ltd Len m
1B"
1B-
26 1/2"
US Width
13'
13-
17'
Box CHAIN
12'
12'
12-
W 8 imlm 0 0
5/w
3 Ib'
WMI Th4Yneu Mm
_§11e
1 1/27
1 1/2-
1 1 2'
We RAFfmcdnml
W -3
W-15
W -25
Legend
See W1arl
Se. Haldl
Ses MAP
ITEM
MA AL
Box
6000 PN to See MF.
Frame
I Dammd Plate Steal AC%
LW Sa ort
I IAFNA TWA BOB C L T. AN
Lid
DHmmd Rate SteN A186
Android
I Steel Wire a Tee Plate
Rmlacenml
ASIM A -B2 Speed
4, o°JbPO welaedtio sIt... 11 box min nt or -me cenaleta of 6 % 6 AS % W3 Addeo 'GALVANIZED STEEL
Wer s. When noted In the contract. TWe 2 and Type 3 Boxes shall be Provided Aith 12' deep
extenacn boxez
.an noted in the cantrmt Type 2 Boxes Mall be pT*YPm Alin a 10' % 27 1/2' 10
acne TIiAder plate comrete ARn faaener.
] Kan- concrete Boxed me, be euten4 m for ...1 -1. E.LmIlao .1 Hand. an H -20 JUNCTION BOX DETAILS
Land Teat.
ADOPTED
CfIT OF R&8NN
EVE DAM: 04/04
Lae DATE: O. /Of
..... am,•e,.. ov a000 DWG. NAME: J016 SP PAGE:JO16
FOG TITS '37-11
INCORPORATED
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AND COUNTERSiMR scEW a
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TOWNHOMES/M XED
RENTON,
SHEET INDEX
L1 COVER SHEET
L2 ILLUMINATION PLAN
L3 DETAILS
WA
N.T.S.
lak TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
67 PHONE: (425) 806 -9236
FAX: (360) 668 -1133
CONTACT: CHRIS 8ICKET, P.E.
USE
T��'31.g03
SSOPNER T e/ CHECK FOR COMPLIAN
Q� :'of !YASh:•.�'� TO .9i:kY STANDARDS
I.f$
0
elm
I
ROADWAY
GALLOWAY
LLU M NAT ON
TOWNHOMES/M XED
RENTON,
SHEET INDEX
L1 COVER SHEET
L2 ILLUMINATION PLAN
L3 DETAILS
WA
N.T.S.
lak TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
67 PHONE: (425) 806 -9236
FAX: (360) 668 -1133
CONTACT: CHRIS 8ICKET, P.E.
USE
T��'31.g03
SSOPNER T e/ CHECK FOR COMPLIAN
Q� :'of !YASh:•.�'� TO .9i:kY STANDARDS
I.f$
0
I
ROADWAY
GALLOWAY
LLU M NAT ON
TOWNHOMES/M XED
RENTON,
SHEET INDEX
L1 COVER SHEET
L2 ILLUMINATION PLAN
L3 DETAILS
WA
N.T.S.
lak TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
67 PHONE: (425) 806 -9236
FAX: (360) 668 -1133
CONTACT: CHRIS 8ICKET, P.E.
USE
T��'31.g03
SSOPNER T e/ CHECK FOR COMPLIAN
Q� :'of !YASh:•.�'� TO .9i:kY STANDARDS
I.f$
M q�q
M a
x o
W a
3
a
a
l
c
I
w
w
X
w
0
z
0
0
J
J
Q
0
N
J
z
Q
w
z
0
Q
z
1mll
a.-
RACEWAY
SIZE U *T
� o
o..
LL
�N
C
0 0
c
�-
:�
�'
> z
LUMINAIRE POLE NUMBER
I- w
_
aw
�a
U
ROAD
�o
�Ev�
POLE
OFFSET
I MOUNTING
HEIGHT
1mll
'E
m
RACEWAY
SIZE U *T
E
- - - - -
�N
C
IRISH
c
OCONSTRUCTION
o �
1mll
p
WIRING DIAGRAM
CONSTRUCTION NOTES
OINSTALL LUMINAIRE POLE (CYCLONE POLE
PD15- 14- SA- BD46- RAL9005TX -TN43 WITH CLAMSHELL BASE COVER AND
z CYCLONE FIXTURE CY1701- F2AP -PR3- LAC- 150HPS- 240- Si- RAL9005TX)
°- AND FOUNDATION PER THE POLE SCHEDULE THIS SHEET, AND CITY OF
w RENTON STANDARD PLANS, SHEETS IL3 AND IL4. TOP OF FOUNDATION
SHALL BE FLUSH WITH TOP OF SIDEWALK.
OINSTALL TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLANS,
SHEETS IL3 AND IL4.
O3 LUMINAIRE POLES /CONDUIT /JUNCTION BOX /SERVICE INSTALLED PER
SEPARATE ON -SITE PLANS.
OSPLICE POLE 6 AND 7 CONDUCTORS INTO ON -SITE SYSTEM AT JUNCTION
BOX.
m
GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN -
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
1- 800 - 424 -5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE
SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE
EARLIEST POSSIBLE DATE.
ILLUMINATION LEGEND
z
TYPE 1 JUNCTION BOX
RACEWAY
SIZE U *T
LUMINAIRE POLE
- - - - -
CONDUIT /CONDUCTOR
IRISH
ELECTRICAL SERVICE CABINET
OCONSTRUCTION
NOTE
2" SCH80
LUMINAIRE POLE NUMBER
Hills'
NOTE
2" SCH40
ROAD
STATION
POLE
OFFSET
I MOUNTING
HEIGHT
VOLTAGE
WATTAGE
p
WIRING DIAGRAM
CONSTRUCTION NOTES
OINSTALL LUMINAIRE POLE (CYCLONE POLE
PD15- 14- SA- BD46- RAL9005TX -TN43 WITH CLAMSHELL BASE COVER AND
z CYCLONE FIXTURE CY1701- F2AP -PR3- LAC- 150HPS- 240- Si- RAL9005TX)
°- AND FOUNDATION PER THE POLE SCHEDULE THIS SHEET, AND CITY OF
w RENTON STANDARD PLANS, SHEETS IL3 AND IL4. TOP OF FOUNDATION
SHALL BE FLUSH WITH TOP OF SIDEWALK.
OINSTALL TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLANS,
SHEETS IL3 AND IL4.
O3 LUMINAIRE POLES /CONDUIT /JUNCTION BOX /SERVICE INSTALLED PER
SEPARATE ON -SITE PLANS.
OSPLICE POLE 6 AND 7 CONDUCTORS INTO ON -SITE SYSTEM AT JUNCTION
BOX.
m
GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN -
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
1- 800 - 424 -5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE
SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE
EARLIEST POSSIBLE DATE.
ILLUMINATION LEGEND
z
TYPE 1 JUNCTION BOX
RACEWAY
SIZE U *T
LUMINAIRE POLE
- - - - -
CONDUIT /CONDUCTOR
®
ELECTRICAL SERVICE CABINET
OCONSTRUCTION
NOTE
2" SCH80
LUMINAIRE POLE NUMBER
AWIRE
NOTE
ILLUMINATION WIRE SCHEDULE
Q
NO
RACEWAY
SIZE U *T
ILLUB
EQUIP.
11g UND
1
2" SCH40
ILLUMINATION
POLE SCHEDULE
2
2" SCH80
2
1
LUM.
POLE NO.
2" SCH40
ROAD
STATION
POLE
OFFSET
I MOUNTING
HEIGHT
VOLTAGE
WATTAGE
COMMENT
CITY OF RENTON
'.. LUMINAIRE ID
1
NE
23RD
PLACE
10 +30.6
20.3'
LT
15.1'
240
7OW
INSTALLED
PER
SEPERATE
ON -SITE
PLANS
49897
2
NE
23RD
PLACE
11 +07.7
20.2'
LT
15.1'
240
7OW
INSTALLED
PER
SEPERATE
ON -SITE
PLANS
49931
3
NE
23RD
PLACE
11+98.5
36.9'
RT
15.1'
240
70W
INSTALLED
PER
SEPERATE
ON -SITE
PLANS
49901
4
NE
23RD
PLACE
12 +25.4
37.2'
LT
15.1'
240
70W
INSTALLED
PER
SEPERATE
ON -SITE
PLANS
49911
5
NE
23RD
PLACE
13 +86.4
20.5'
RT
15.1'
240
7OW
INSTALLED
PER
SEPERATE
ON -SITE
PLANS
49921
6
NE
23RD
PLACE
14 +24.5
31.5'
LTI
15.1'
240
150W
4f#lx
7
NE
23RD
PLACE
14 +24.5
31.5'
RT
15. 1 '
1 240
150W
ILLUMINATION WIRE SCHEDULE
Q
NO
RACEWAY
SIZE U *T
ILLUB
EQUIP.
11g UND
1
2" SCH40
2
1
2
2" SCH80
2
1
3
2" SCH40
EMPTY SPARE WITH PULL ROPE!
TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
PHONE: (425) 806 -9236
FAX: (360) 668 -1133
CONTACT. CHRIS BICKET, P.E.
AS s %li t�T
10 40
0 20 60
SCALE: 1 " =20'
T,v3,3Qvqo4
of °,, R T. g CHECK FOR COMPLIANCII:
} ze bf ;•: °� y&- ITY STANDARDS
CD -T -
FYI/
M
M
0
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W
0
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Haa
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0
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0
0
Q
Z
O
V1
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0_
-I O
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/- DIAMETER I =] /e"
LOAD UNE
1/4" FUSE 1/4"
1/8" QO
FUSE KR & SPLICE KIT DETAILS
CUTTING R
ADOPTED
MTOF
FUSE KIT 9WreDN
L9R DAR 5 /81
DATE REVISION BY pR DWG. NAME: JR -12 SP PAGE:JO13
S: \OPROTO \RENTON \BRH \JR -12
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50• F
OR ABOVE
NUMBERING EXAMPLES
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED
DECAL:
RELECTORIZED
GOTHIC GOLD 2•_2_1/2" 2- 7/8 " -3"
OR WHITE LEGENC ON BLACK
MOUNTING ORB BACKGROUND
HEIGHT FC
PLAN VIEW
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL -
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE HITS GROUND LUG
C1EAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS 2" MIN. GROUT
UNDER POLE BA;
pe BARE
COPPER
GROUND WIRE
2 -(SlaD AS REQ'DJ
UGHTING SYSTEM
WIRES TO CONTACTOR - \1
5/8 "XS"
COPPER -CLAD
GROUND ROD
S: \OPROTO \RENTON \BRH \A -O6
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
® ADOPTED
LTTY OF MNVON
ISL MR: 5/91
DATE REVISION By APPR DWG. NAME: JR -09A SP PAGE: J009
S: \OPROTO \RENTON \BRH \JR -09A
JUNCTION BOX DIMENSION TABLE
M
N REM
a°
TPE
� o
Z
N C
O
-0
I—
a
33
8 W oursOE WOM
z
LLJ
.2
CL
0
�c
18"
�O
c
28'
m E
a
14
i]
HIV
C
18
c
26 1 Y"
O N
a�
Z
O
V1
W
0_
-I O
Z
/- DIAMETER I =] /e"
LOAD UNE
1/4" FUSE 1/4"
1/8" QO
FUSE KR & SPLICE KIT DETAILS
CUTTING R
ADOPTED
MTOF
FUSE KIT 9WreDN
L9R DAR 5 /81
DATE REVISION BY pR DWG. NAME: JR -12 SP PAGE:JO13
S: \OPROTO \RENTON \BRH \JR -12
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50• F
OR ABOVE
NUMBERING EXAMPLES
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED
DECAL:
RELECTORIZED
GOTHIC GOLD 2•_2_1/2" 2- 7/8 " -3"
OR WHITE LEGENC ON BLACK
MOUNTING ORB BACKGROUND
HEIGHT FC
PLAN VIEW
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL -
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE HITS GROUND LUG
C1EAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS 2" MIN. GROUT
UNDER POLE BA;
pe BARE
COPPER
GROUND WIRE
2 -(SlaD AS REQ'DJ
UGHTING SYSTEM
WIRES TO CONTACTOR - \1
5/8 "XS"
COPPER -CLAD
GROUND ROD
S: \OPROTO \RENTON \BRH \A -O6
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
® ADOPTED
LTTY OF MNVON
ISL MR: 5/91
DATE REVISION By APPR DWG. NAME: JR -09A SP PAGE: J009
S: \OPROTO \RENTON \BRH \JR -09A
JUNCTION BOX DIMENSION TABLE
M
N REM
A TYPE
TPE
1
TYPE 2
DY40ND PULE STEEL -A]85
M WPR B
A BOX WIRM LDWIH
22'
22
33
8 W oursOE WOM
17
17
CONDUIT
IN
18"
19,
28'
D BOX INSIDE MM
13
14
i]
E UD LEN
18
18"
26 1 Y"
F UD WIDTH
13
13
III
G BOX DEPTH
12
12
12
H UD& RUBE pEPIN
5 16
5 t6
5 t6
J MAIL DAWBIT
11 2
11 2
11 2
K MIS IQ1WORiTIFNf
W -3
W -2.5
W -2.5
L LEGEND
BY R &
SEE DETAIL
SEE wa
!!!III
Z
O
V1
W
0_
-I O
Z
/- DIAMETER I =] /e"
LOAD UNE
1/4" FUSE 1/4"
1/8" QO
FUSE KR & SPLICE KIT DETAILS
CUTTING R
ADOPTED
MTOF
FUSE KIT 9WreDN
L9R DAR 5 /81
DATE REVISION BY pR DWG. NAME: JR -12 SP PAGE:JO13
S: \OPROTO \RENTON \BRH \JR -12
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50• F
OR ABOVE
NUMBERING EXAMPLES
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED
DECAL:
RELECTORIZED
GOTHIC GOLD 2•_2_1/2" 2- 7/8 " -3"
OR WHITE LEGENC ON BLACK
MOUNTING ORB BACKGROUND
HEIGHT FC
PLAN VIEW
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL -
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE HITS GROUND LUG
C1EAR EPDXY SPLICE
KITS ON ALL THRU
WIRE RUNS 2" MIN. GROUT
UNDER POLE BA;
pe BARE
COPPER
GROUND WIRE
2 -(SlaD AS REQ'DJ
UGHTING SYSTEM
WIRES TO CONTACTOR - \1
5/8 "XS"
COPPER -CLAD
GROUND ROD
S: \OPROTO \RENTON \BRH \A -O6
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
® ADOPTED
LTTY OF MNVON
ISL MR: 5/91
DATE REVISION By APPR DWG. NAME: JR -09A SP PAGE: J009
S: \OPROTO \RENTON \BRH \JR -09A
JUNCTION BOX DIMENSION TABLE
M
N REM
A TYPE
TPE
1
TYPE 2
DY40ND PULE STEEL -A]85
M WPR B
A BOX WIRM LDWIH
22'
22
33
8 W oursOE WOM
17
17
CONDUIT
C BOX MME HNGIH
18"
19,
28'
D BOX INSIDE MM
13
14
i]
E UD LEN
18
18"
26 1 Y"
F UD WIDTH
13
13
i]
G BOX DEPTH
12
12
12
H UD& RUBE pEPIN
5 16
5 t6
5 t6
J MAIL DAWBIT
11 2
11 2
11 2
K MIS IQ1WORiTIFNf
W -3
W -2.5
W -2.5
L LEGEND
BY R &
SEE DETAIL
SEE wa
MINIMUM
1/4" MINIMUM
DRAIN HOLE -
LEVEL WITH TOP
SIDEWALK OR CURB
'= 1111 °IIIII� III
u � it
80X
GROUND
iRAME
DY40ND PULE STEEL -A]85
`LAMP
II II
CID
OWNND PUTS STEEL -A]86
II
II
I 1)
4'
BDEQ.WIfAT
lSIM A -82 Sleet
CONDUIT
'M
II ii
1 Cl
TYPICAL LIGHTING UNDERGROUND SYSTEM
ADOPTED
CONCRETE
RUODN
Imo- 3' SQ. OR DIA--�
FOUNDATION
�6
1n'tDefe: MF /Bt
DATE I
BY PR DWG. NAME: JR -06 SP PAGE: J007
REASON
_I I
NOTES:
u ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS.
THE NOTED UD THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2
- BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS.
UD SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME.
PLAN VIEW 4000PS CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 X 6 - W3 X W3 WELDED
WIRE FABRIC WELDED TO THE FRAME.
J MEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 12" DEEP
. yl" TENSION BOXES.
MEN N01ED IN ATE CONTRACT. TYPE 2 BOXES SHALL BE PROWDED WITH A 10' x 27 1/2/" 10
GAGE DIVIDER PLATE COMPLETE WITH FASTENERS.
NON- CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL EVALUATION WILL INCLUDE AN H -20
ELEVATION VIEW LOAD TEST.
;i& " °
2" e GALVANIZED STEEL MIN X'
TYP
1" NOM. 1" NOM.
LEGEND DETAIL (-- 0 TYPICAL JUNCTION BOX INSTALLATION DETAILS
SIGNALS T c;l- NOV.
LIGHTING
TELEM TRAFFIC SIGNAL SYSTEM LEGEND
TELEMETRY m TYPE '1' BOX JUNCTION BOX DETAILS
O TYPE 'll' BOX
-FORM LETTERS WITH ON WELD I NOM. HOOK DETAIL 1 "LONG PLAN SttA00LS ADOPTED
BEAD. GRIND OFF RE DIAMOND L HOOK OETPIL arc or rsmnox
PATTERN BEFORE FORMING (s xoaa res w) .
LETTERS. UW DAT Pt1/0
Y NOM, i" NOM. LR DATE: t t /09
ILLUMINATION SYSTEM LEGEND DWG. NAME: JR -36 SP PAGE:J016
DATE REVISION BY APPR
S: \OPROTO \RENTON \BRH \JR -36
ITEM
MATERIALS
80X
6000 PSI OntFf1E SEE IM»FS
iRAME
DY40ND PULE STEEL -A]85
LID SIWPgii
I IXL% SIfD. La T-Ai6
CID
OWNND PUTS STEEL -A]86
ANCHORS
Steel Wre or Tee Plate
BDEQ.WIfAT
lSIM A -82 Sleet
00, p p} D
} u° OO
4D
\ p �
A
STREET
UGHT POLE JUNCTION BOX
iI
j
I
�
yam
�
`N
.'"' •u im+..w xm., eve,
a.. v..r
CT
_I I
NOTES:
u ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS.
THE NOTED UD THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2
- BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS.
UD SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME.
PLAN VIEW 4000PS CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 X 6 - W3 X W3 WELDED
WIRE FABRIC WELDED TO THE FRAME.
J MEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 12" DEEP
. yl" TENSION BOXES.
MEN N01ED IN ATE CONTRACT. TYPE 2 BOXES SHALL BE PROWDED WITH A 10' x 27 1/2/" 10
GAGE DIVIDER PLATE COMPLETE WITH FASTENERS.
NON- CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL EVALUATION WILL INCLUDE AN H -20
ELEVATION VIEW LOAD TEST.
;i& " °
2" e GALVANIZED STEEL MIN X'
TYP
1" NOM. 1" NOM.
LEGEND DETAIL (-- 0 TYPICAL JUNCTION BOX INSTALLATION DETAILS
SIGNALS T c;l- NOV.
LIGHTING
TELEM TRAFFIC SIGNAL SYSTEM LEGEND
TELEMETRY m TYPE '1' BOX JUNCTION BOX DETAILS
O TYPE 'll' BOX
-FORM LETTERS WITH ON WELD I NOM. HOOK DETAIL 1 "LONG PLAN SttA00LS ADOPTED
BEAD. GRIND OFF RE DIAMOND L HOOK OETPIL arc or rsmnox
PATTERN BEFORE FORMING (s xoaa res w) .
LETTERS. UW DAT Pt1/0
Y NOM, i" NOM. LR DATE: t t /09
ILLUMINATION SYSTEM LEGEND DWG. NAME: JR -36 SP PAGE:J016
DATE REVISION BY APPR
S: \OPROTO \RENTON \BRH \JR -36
ITEM
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DATE REVISION BY ,>;PPR' DWG. NAME: JR -36A SP PAGE: JO15
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TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
PHONE: (425) 806 -9236
FAX: (360) 668 -1133
CONTACT: CHRIS BICKET, P.E.
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REJISION �BY 401 AM
S: \OPROTO \RENTON \BRH \JR -0]
TRANSPORTATION ENGINEERING NORTHWEST, LLC
816 SIXTH STREET SOUTH
KIRKLAND, WA 98033
PHONE: (425) 806 -9236
FAX: (360) 668 -1133
CONTACT: CHRIS BICKET, P.E.
T
cD:T- 33WIOS
T
-01
CHECK FOR COM
TO—CITY STAN[
DATE _l i