HomeMy WebLinkAboutT-388310SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M.
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DIAMETER = 7/8"
4-7/8"
1/4" LOAD LINE 1/4"
LFUSE
O 1/8"
CUTTING RINGS
EPDXY FILL
INLINE SPLICE
WTt JF'LlUt
SPLICE KIT
I
oOo c-' <
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~ x 3'
0 0
STREET LIGHT POLE
JUNCTION BOX
PLAN VIEW
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
NOTE:
CLASS 'B' CONCRETE TO BE
USED IN CONSTRUCTION OF PAD
FUSE KIT & SPLICE KIT DETAILS
�tiTY' o ADOPTED
CITY OF RENTON
♦ i
STANDARD PLANS
IST DATE: 04/04
DWG. NAME: J013 SP PAGE: JO13
4" DEEP
j
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" < J
PLAN VIEW 1'
INDIVIDUAL JUNCTION BOX
(1 PUBLIC WORKS CONCRETE PAD DETAILS DSTD. PLAN - 120
ARVED
�J2 DEPARTMENT
if
IPTENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Jaedi Stevens
Phone: 425-250-0868
NER T
WAS
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$•
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F'•F��sTE�L't
SS��NAL
3'
AS PER PLANS CENTER OF SIGN AT
OR AS
DIRECTED BY CENTER OF MAST ARM
ENGINEER
MAST ARM
SIGN MAST ARM SIGN
SIGNAL A
POLE —r P
WE:
VARIES �0M
EVENLY �S,
MAXIMUM SPACED A
BETWEEN MOUNTING
MOUNTING STRAPS
STRAPS
SIGN TO BE MOUNTED LEVEL AND HOLES DRILLED
IN FIELD AFTER SIGNAL POLE IS LEVELED AND ALL
SIGNAL FIXTURES INSTALLED.
TYPICAL MOUNTING
SCOTCHUTE
SILVER ON GREEN
18" �/��,
�:'
VARIABLE
STREET NAME -'LETTERS: B" - SERIES '•E"
STREET CESIGNATION - LETTERS 4" - SERIES "E"
0.000 GAUGE ALUMINIUM SIGNS
SINGLE MESSAGE
4
I
L �:] Ran Awn- SnD
(.. D e IN V O I lJ (/
i..
VARIABLE
ALL LETTERS: 6" - SERIES "E••
DUAL MESSAGE
PUBLIC WORKS
SIGN MOUNTING ON SIGNAL
STD. PLAN - 132.0
®♦ DEPARTMENT
POLE MAST ARM (FIXED MOUNT)
3/z6/is
P
MOUNTING
HEIGHT
15 FEET
1-3/4" TO 2"
2" TC
2-1/2'
2-7/8"
TO 3"
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
(i 1 NUMBERING
�--1 EXAMPLES
q
C
45'
+
� TRAFFIC
FLOW
PLAN VIEW
LED TYPE
WATTAGE
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
Y °®♦ PUBLIC WORKS STREET LIGHT STANDARD STD. PLAN - 121
DEPARTMENT DECAL NUMBERING SYSTEM PRO ED:
NO.
AS BUILTS
REVISION
REFER TO WSDOT LOCKING LID STANDARD
DUTY JUNCTION BOX TYPES 1 & 2
STANDARD PLAN J-40.10-03
SPLICE KTS CLEAR EPDXY
SPLICE KTS ON ALL THRU
WIRE RUNS
4" CONCRETE PAD
2' MIN. M8 BARE COPPER
GROUND WIRE
1 -ye EQUIPMENT GROUND --`
WIREW/GREEN INSULATION
FROM SERVICE CABINET
2 - LIGHTING SYSTEM -
WIRES TO CONTACTOR
(SIZED AS REO'D.)
5/6'x8' COPPER CLAD
GROUND ROD
LUMINAIRE WIRES WILL BE A CONTINUOUS RUN
FROM FUSE HOLDER TO FIXTURE WITH
NO SPLICES.
GROUND R00
FUSE KITS OUICK DISCONNECT TO LUMINAIRE
3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE .12
S.E.C. OR EQUAL AWG IN A JACKETED CABLE.
NB GREEN INSULATED WIRE
TO FIXTURE GROUND LUG
1 GROUND LUG
1 /4" MINIMUM
DRAIN HOLE-
2" MIN. GROUT
UNDER POLE BA
`GROUND
CLAMP
II
4
2" PVC CONDUIT
SYSTEM
- �J
CONCRETE
FOUNDATION
3' SQ. OR DIA.
NOTES:
1. 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.
2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION 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 #8 GREEN
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
GROUND LUG TO THE POLE GROUND LUG.
OF CONCRETE FOUNDATION TO
LEVEL WITH TOP OF SIDEWALK
CURB.
1 Y o STD. PLAN - 119
PUBLIC WORKS TYPICAL LIGHTING APPROVED:
DEPARTMENT UNDERGROUND SYSTEM 26
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
1'-6" -0" I• —VARIABLE MIN.
1'-6°
1' 1'
4
FRONT VIEW
SIDE VIEW
TYPICAL JUNCTION BOX `B'
CONCRETE PAD I
3'- 0" I� 3'-0'�
4„
� ea0 ° °..0 ".0 :0 .
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX 'C'
CONCRETE PAD
4'-0" 3'-0"
FRONT VIEW SIDE VIEW
PUBLIC WORKS STD. PLAN - 125
TYPICAL CONCRETE PAD DETAILS
� ROVED:
o� DEPARTMENT
N C oA
7 20 1O SURVEYED:
I U DESIGNED:
JLS
DRAWN:
JLS
CHECKED:
GMD
BY DATE APPR APPROVED:
CTB
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
7 . W 4910
8" TYPE PS POLE DETAIL
RroTT suvt4
REINFORCED HAND
ASTM A-36 3/8" TOP HOLE WITH COVER
PLATE DETAIL 05.0
�I
6.0
L 0 3.0
Detail i
4.0
ASTM A-36 FIXED
BASE PLATE DETAIL Detail II
C
10.0
06.0 O
F 10.0
A
Detail III
MARK ITEM TYPEPS
Detail ii
K
B
1 /6" 8„
Detail i E
D
ASTM A-595 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 RAL 9005 HAMMER FINISH -JET BLACK
FOUNDATION AS PER WSDOT STD PLAN J-21.10.
04
PUBLIC WORKS 8' TYPE PS POLE ArPjOVED: �6
�• - 1�
♦ "ems ♦ DEPARTMENT /
y � DATE 7
0
C TY OE
RENTON
`,Planning/Building/Public Works Dept.
A
HEIGHT
8'4"
B
POLE BASE DIA
6"
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn
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DATE: C)03/10/17 =
GHC LONGACRES - MERTO BUS STOP CITY PLANS FIELDBOOK:
RENTON WASHINGTON PAGE:
7 DRAWING N0:
TS-06
TRAFFIC SIGNAL DETAIL SHEET: 8 OF: n
T-38831 0