HomeMy WebLinkAboutT-399115V )
I-
z
W
W
O
rr
I5
L
z
O
I-
U
ui
C /
rr
W
I-
z
z
z
0
U_
H
H
rr
I-
O
I-
O
In
I-
w
I-
z
w
U
U_
5w
`Lr
Lii
J
Q
0
-DIAMETER = 7/8-
4-7/8"
1/4" 1/4"
LINE 1/4"
FUSE-
CUTTING RINGS
FUSE KIT
EPDXY FILL
INLINE SPLICE
EPDXY FILL
WYE SPLICE
SPLICE KIT FUSE KIT & SPLICE KIT DETAILS
p ADOPTED
C17T OP RENTON
STANDARD PLANS
N •EO EST DATE. 0+/04
DATE I REVISION I BY JAPPR D DWG. NAME: J013 SP PAGE: JO13
LABEL THE STREET FACING S[IE
OF THE CONFACIDR CABINET WITH ITS ADRESS NUMBER
Z/D STNA USING AN ENGRWFA PHENOUC
RVMEPIATE YATX 2 HIGH BLACK.LERERONG ON WHITE
BACKGROUND. ATTACH N4 0UTE WITH ADHESIVE
2Ds-
- ---- /-;;AImTs
4 I --
--� PAp.000ABIE CONWOIS
DRAW LATCH
WWN. RAZED' 20 RECE IACIE
o1Dx AC
UX"
LOaI LANDING6j o j_ 0 2D , IILLUMINATIONILLUMINATION°AD"° _ + s
p, i MAIN 20 i•-� 7B5
\� DSC Nl1ELT
FRONT VIEIP; `E YD� TTE TES
3 WARE
NOTE: LOAD CURRENT FOR ALL BREAKER NOT TO
EXCEED 80% OF BREAKER AMPERAGE
ptlt�eo� ENCLOSURE CONSTRUCTION . NOTE
'. iFinnmwp P�apo>® w'� ®®.m am
1 mraakeltW rKL a MpN R wxnpp.
ALL Me15, pp1S NA S�tYS »!. K SiMoffi Sim.
N,R aPLR > SC>la vu Nm g iCGL 1>CY ptt®C p pCOWC
i xlHmi>us avA t: Ha>om a alnlmm
a A � nua u a uw® Ar emN nw n rwurvt ,.c IlNemis
I� aeo wOpN >u a wem ro Ile Dmoe a
A ot0aa"N"'ie plL eF nnotr 1W® AIO laud To >Tleep NOM
p. �eodl swaA�
MIT IMIKIlIpN
BBS W/OPTIONS
ELEA GffN SEET
CORE LACK
BASE PLAN
TRAFFIC SIGNAL PLAN -CITY DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS
DIRECT ACCESS
(LUMINARE AN LENGTH) To THE 5CPLWS
45' R 38'
[ I IVIUcn I�-I
r«�4• 2 5' R
II
BRAG ET
LEADS
:n
TNS SIDS
1. 00 HOLE
MRERAY
TOP MEW
(LUMNAIRE ARM LENGTH)
TERMINAL
'^
BLOCK
50' R
46'
CONNECTOR
e
O4'
1 112
POE
4�_0•
YAREWAY
HALE
(LUMINAIRE ARM LENGTH)
2" TANGENT
7.5' R
TERMINAL BLOCK
HOUSING DETAIL
3.5• DIA HOLE
-
I
Mlk 01 If2• YRREWAv
BRACKET SIDE VIEW DETAILS
(LUMINAIRE ARM LENGTH) i
16' R 22'
o
IOUND CAP
�, is
ALUMINUM SHROUD
PIGTAIL FROM
1° OD HOLE
BVANUFACTURER Y MANUFACTURER)
FIXTURE 70
TERMINAL BLOCK
)HALL WELD SHROUD
4-
SHALL BE PROVIDED
BY MANUFACTURER
ALL THE WAY
AROUND
FOR TERMINAL
BLOCK DE1NL, SEE
TH1111,s SHEET
LUMINAIRE ARM
(LLMINAIRE ARM LENGTH)
8
CLAMP -ON TO
20' R 30"
UMINAIRE
LUMINARE
'ON OUC'ORS
a o
x>
DOME STYLE LED LUMINARE (WATTAGE
AND OPTICS PER PLANS, 40001C CC I.
4" OD HOLE
3
120-277V UNIVERSAL DRIVER, WITH FIA'
GLASS LENS) BY CYCLONE (OR
APOROVED EQUAL) DRIVER SHALL BE
INTEGRA_ TO THE FIXTURE
DECORATIVE
LUMINAIRE
LUMINAIRE ARM DETAILS
LUMINAIRE ARM MOUNTINO
LUMINAIRE AND MOUNTING TD. PLAN- 117.3
• ♦ PUBLIC WORKS BRACKET DETAIL ROV D:
DEPARTMENT
DALE
I6 AWG 1118 AA\WG
J GND r--•4�
40- 1
J _ leumr W.orac
9cxa
1pCONTROLLER
CART
I To I"
1� Tro
IE�Ol�lbO°[ OtfA�OUA� WRC
30/2
4'�
8" TYPE PS POLE I
I -To 0
4"
-I
�L
1!8" \Detail f
V B"�
--C
B
DETAIL
ASTM A-36 318' TOP
PLATE DETAIL 05.0
0 3.0
Detail i
JAti I AA A-3F1 rTAtU
BASE PLATE DETAIL
T 10.0
F �x^J 10.0
V
G
Detail iii
HOLE WITH COVER
6.0
4.0
NUN I
MARK
ITEM
TYPE PS
A
HEIGHT
8'-0"
B
POLE BASE DIA
6"
C
POLE TAPER
CANT
D
PLATE THICKNESS
518"
E
PLATE WIDTH
10"x ID"
P
HOLE DIA
I" x 3"
G
BOLT CIRCLE
8.41"
1
SLIP FITTER
4" 1. D.
K
HAND HOLE SIZE
4" x 6"
L
3/8" A36 TOP PLATE
5" OD X YID
ASTM A-695 ROUND TAPERED STEEL POLE SHAFT
ANCHOR BOLTS F1554GR55-GALV
ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123
POLE SHOULD BE POWDER COATED AS PER PAL 9005 HAMMER FINISH -JET BLACK
FOUNDATION AS PER WSOOT STD PLAN J•21.10.04
• PUBLIC WORKS
♦l/ ♦ DEPARTMENT
8' TYPE PS POLE
STD. PIA - 131
COY C
7AR
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
F-- VARIABLE -
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX lB'
.......... CONCRETE PAD
3'-0'°
4,. .r.a • • I ..A ��
FRONT VIEW SICE VIEW
TYPICAL JUNCTION BOX 'C'
CONCRETE PAD
4' ° b � r ;pe aeo .a
FRONT VIEW SIDE VIEW
3'-0"
RAIN
• PUBLIC WOP.KS TYPICAL CONCRETE PAD DETAILS q'0_
DEPI'LRTMEti'T /
I
LUMINAIRE WIRES WILL BE A CONTINUOUS RUN
FROM FUSE HOLDER TO FIXTURE WTH
NO SPLICES.
GROUND ROD
FUSE
KITS OUICK DISCONNECT
TO LUMINAIRE
3 AMP IN LINE FUSE KITS
LUMINAIRE WRES WILL BE /12
SEC OR EGUAL
AWG IN A JACKETED CABLE.
REFER TO WSDOT LOCKING U0 STANDARD
GREEN INSULATED
DUTY JUNCTION BOX TYPES 1 LX 2
TO GROUND LUGS
STANDARD PLAN J-40.10-03
GROUND LUG
1/4' MINIMUM
DRAIN HO F
SPLLLICEEE KITS CLEAR EPDXY
N1ftEORUNS ON ALL THRU
2C MIN. GROUT
UNDER POLE BASE
TOP OF CONCRETE FOUNDATION TO
BE LEVEL WTH TOP OF SOEWALK
4' CONCRETE PAD
OR CIAO
2' MIN, 4B BARE COPPER
\
GROUND WIRE
1
GROUND
CLAMP
+
1-0 EOIAPMENI GROOR
VAINSULATION
2' PVC CONDUIT
FROM SERVICE CABINET
SYSTEM
2 - uanrNc srsTEw
WIRES TO CONTACTOR
(SIZED AS REO'D.)
CONCRETE
FOUNDATION
]' S0. OR CIA.
COPPER CLAD
GROUND ROD
1 NOTES:
1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE
SECURELY FASTENED TO THE. GROUND LUG INSIDE THE
POLE HANOHOLE. ALL BONDING & GROUNDING CONNECTIONS
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE.
I
2. IF THE FIXTURE MANUFACTURER HAS MADE PROMSION FOR
THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED
WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
FIXTURE MANUFACTURER HAS A GROUND LUG A KB GREEN
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
GROUND LUG TO THE POLE GROUND LUG.
♦ ♦ PUBLIC WORKS TYPICAL LIGHTING
- DEPARTMENT UNDERGROUND SYSTEM
CONDUIT ENTR. AREA
00
PI AN VI W
SIZE 70 FIT SIZE TO FIT
CABINET CABINET
6- 6• 7'-0' 1'-O'
•rv� . • -Grade Level
FRONT VIEW SIDE MEW
STREET LIGHT CONTACTOR FOUNDATION
So: to pbmo Snap to pump
L Srr Nott 3 S>t Hots 3
J4 hoop• t µ Doop>
G H by e h
ZJLIIN�1' lda2' 4 •-� 1' to
Y i
3/B' elr.+eta pa>lIa o.eb 3/I' dvneTw pestle >°.�
SIDE MEW SIDE VIEW
i'-R- Capine[ o�m Y-6' 1'-e' Cmine[ de 'h 1--6'
♦ 1 •2
. mr^or reel a /4 twr wet
E Naap> !4 hoop.
!. •. =A PLAN MEW
PAD MOUNT PAD MOUNT
CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM 1BB51 FOUNDATION
For NOTES see Std. Plan 126.2
Otis --O STD. PLAN - 126.1
s ♦ PUBLIC WORKS CABINET FOUNDATION DETAILS ROVE
DEPARTMENT lea
T
34p b r>.m
Ste W. 3
5nm m pM,V � Yv- 7 L_
L..,.
Ie 2'
TBDYT MLw%
1/8 mppele. Piapc Oren (md Pr -I) /
SM. PLAN - 119
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50" F OR
ABOVE
NUNMERING
EXAMIILES
PLAN VIEW
FOR STD PLAN 117.1 FOR STD PLAN 116.1,11TZ 117.4
1-3/4" TO 2� 0.88"
o\ \M
N
DECAL:
RFFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
STREET LIGHT STANDARD
♦♦ P�HLIC WORKS DECAL NUMBERING SYSTEM
DEPARTMENT
NOTES
1. >M/r 1W ndoliG pdd b IxdlM .�Inb 4 didrveN. COnM NCI pod
lap full ntn >btwoW prod, om it tiny ahomlr vnM tap Ontl
lre.pA rpvL poWf o cmvC
Mpov
m..I It,.-Ir.-3 -1. J n
'r.m
M. WSDDT Sldndprd Sp>elfitolidn>.
2. Pod ma,wl deign I. llpkel.
J PNc. a >iipm> Npl D>{.rn N. rpvntlpl-pn mtl co0irtt
4. Ancltr palls ma UI SPodng In a .upplid 42 odabtt
monubctu.a enp ruDmilletl to Xte riyn4r Ir prprp•p
s cme.rt l h/aenp0o Ir Ina contra>r va ee>tpetn emnele
tnl� a '�>ialw ins can Vocl ppDA >w. me z' >ppr>
u�
pPP.e al poll m"•darp".
D tndl D> LTplo 3pW.
snm le P"ma
T 2' mmnre
z' -a emn snw pt paeee vom ent em to<Ir Ip lnr
r
rolr/139s copmt.
S al
- 1
J
A Eatri eepinrl rnN1 han o 41' dlamrW pnpc rrow p•r
-_r
9 level° cmduilr cml.pllY •ri,hn Inr capon ttr.
u
10. Nnm p'i tMee capineta pre tp De in.illed mtl ;oce all- p
mm0ntd 1"u�dolien moll Lti used.
IL
jjtt
- I4 I=rr.tamFip By iw•a ePpm)
s/emo•ce d,e'n ID+e pr eml.4q
Ser blr 5
5» Note T
T/e e.o.wlr P-.ruc d-ar � I°�
Sw Hal. i I I
Ei_
I �i
i
%
-A
L.alrf wee) _
1D. WdtNl 51 Wdl- 10
PI AN VFW
..^OMf31NFD rIN TROII fTd /eRS/ ON 7A .TOR FO IND1nON
PUBLIC WORKS CABINET FOUNDATION DETAILS
DEPARTMENT
W�
ar Y
�f
COIABINED FOUNDATION
�YjF. Ii/IR dA(72AN
S piece.
SM. PLAIT - 126.2
LED TYPE
WATTAGE
STD. PLAN- 121
91
H
M00
♦t�J
V J
O
0
I
T
J
O
L /
O
O
I
6
T
v /
I-
z
W
\W
O
rr
n
z
O
I-
U
rW
V J
W
I-
z
0
z
Q
l/zI•''�f
V
IU_
LL
C0/'
O
rr
I-
O
W
T-399115 Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
Z
TRANSPORTATION OPERATION w
cbarnes 09/19/2018 '� U
J
Q
ENWc�;•DF WAsy,C 0
°•�� O SURVEYED: SCALE: HORIZONTAL: NAD 1983/1991 DATE:
Transportation Engineering Northwest 2: ui
VERTICAL: AD 1 83/1 C TY OF TRAFFIC SIGNAL PLAN - CITY DETAILS 7/18/18
DESIGNED:
BLS UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK:
�S1°•rc�STE�.•°�•` DRAWN: R E N TON PAGE:
Transportation Planning I Design I Traffic Impact & Operations ASS • �� JLS TALBOT ROAD INTERSECTION UPGRADES W
' DRAWING NO: J
ANAL ONE INCH J
PO Box 65254, Seattle, WA 98155 Office (206) 361-7333 CHECKEDGMD AT FULL SCALE DATUM Planning/Building/Public Works Dept. MOO SOUTH 43RD STREET TSS.
IF NOT ONE INCH Ld
RENTON, WA 98055 Q
Protect Contact: Chris Blcket, P.E. APPROVED: SCALE ACCORDINGLY SHEET: 1 OF: 7 >
Phone:425-250-5002 07h8�2= N0. REVISION BY DATE APPR cTB