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STREET
POLE
LOCATION
LEGEND
LAMP
WATTAGE
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EXISTING
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2593C
HOQUTAM AVE. N.E.
1 +55
1 25' RT.
150
ASPEN WOODS PLAT
30'
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NO ILLUMINATION REQUIRED ON
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TYPE 1 JUNCTION BOX WITH CONCRETE PAD
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N.E. 8TH ST. PER DEVIATION
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DATED 10 -7 -05
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CONSTRUCTION NOTE
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POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
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2593C
HOQUTAM AVE. N.E.
1 +55
1 25' RT.
150
M —C —III
30'
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EX. 1
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EX. UTILITY POLE TO BE
RELOCATED OUT OF SIDEWALK _
NEW LOCATION SHALL NOT
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CREATE CONFLICT BETWEEN LLGK'f
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NO ILLUMINATION REQUIRED ON
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N.E. 8TH ST. PER DEVIATION
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DATED 10 -7 -05
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EXISTING
WEDGEWOOD DIV. II
PLAT
CONSTRUCTION NOTES
`- -- O ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE.
+ O SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION BOX.
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
2593C
HOQUTAM AVE. N.E.
1 +55
1 25' RT.
150
M —C —III
30'
8'
EX. 1
WIRING SCHEDULE
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
EX. 2" PVC
2 — #8, 1 — #8 GREEN
EXISTING SPARE
2
2" PVC (SCHEDULE 40)
2 — #8, 1 — #8 GREEN
BY DATE
. ..:
RECOMMENDE FOR APPROVAL
BY DATE,;�,
BY� DATE 2 ��
BY ` DATE
RECORD DOCUMENT
BY DATE
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15324 Southeast 133rd Court, Renton, Washington 98059
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425 -277 -1 740 tel. 425-277-5718 fax hte @comcast.net
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R/W LINE
SIZE AS
REQUIRED
—TYP. CONC. PAD SIDEWALK
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4 a
0.188 WALL BRACKET 8 20
ALUM. ALLOY 6063 -T6 }
CURB
4_1/2'J N-P.S.
BACK
O.D. SLIPFITTER
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WOF R/W
c' CROADWAY
1/2" BNC LOCKBOLT 5' -9" RADIUS
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FLUSH JOINT -2"
CURB
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QUICK KDISCONNECT
SIDEWALK
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10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL
TO LUMINAIRE
R/W LINE
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TYPICAL DESIGN "B"
JUNCTION BOX
10' MIN.
CLEARANCE FROM DRIVEWAY OVERHANG
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TAPERED ALUM. POLE
1 4" MINIMUM
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0.188 WALL ALLOY 6063 -T6
SATIN GROUND FINISH 30' -0"
23 -3
SHAFT
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE TOP OF CONCRETE
4" CONCRETE BASE BEU LEVEL OWITH O
PAD TOP OF SIDEWALK
ALTERNATE PLAN VIEW
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— OR CURB.
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CENTERFOFU OLE
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151 HANDHOLE. 4 "x6" OPENING
GROUND WIRE IIII=
GROUND
2' TO 4'
TAPERED ALUM. POLE OVER
'T' WALL ALLOY 6063 -T6
SATIN GROUND FINISH
STREET LIGHT CONDUIT
W /COVER AND S.S. SCREWS 8" O.D.
CLAMP
4'
H,
BASE FLANGE ALLOY 356 -T6 WITH GROUND �UC
2-(SIZED AS REQ'D) PVC CONDUIT
OPENING LE 4"x6" 'SL'
COVER
OPENING W COVER
W/
TRENCH DEPTH 24"
BOLT COVERS & S.S. SCREWS
LIGHTING SYSTEM
WIRES TO CONTACTOR SYSTEM
& S.S. SCREWS.
TYPICAL STREET LIGHT
.I 1- 11 -1/4" SO.
11" TO 12" DIA-
CONCRETE
FOUNDATION
5 "x8'
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—
GROUND LUG
INSIDE POLE
FOUNDATION LOCATION
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BOLT CIRCLE
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COPPER
3' SQ.
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-CLAD
GROUND ROD
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4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
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STREET LIGHT
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ANCHOR BOLTS WITH 74t'
CONDUIT TRENCH DEPTH 24"
2 -
NUTS AND WASHERS
4
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ALTERNATE STREET CROSS SECTION
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(MODIFIED)
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STANDARD 30 FOOT DAVIT POLE
TYPICAL LIGHTING UNDERGROUND SYSTEM
LIGHT BASE AND JUNCTION BOX LOCATIONS
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UN
Y ADOPTED
CITY OF RENTON
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G T CITY OF RENTON
~
ADOPTED
CITY OF RENTON
��■` Standard
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Standard plans
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NT LST DATE: 10/30/96
DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003
DATE REVISION BY APPR'
N�Q LST DATE:12 /96
DWG. NAME: JR -06 SP PAGE: J007
DATE
REVISION BY APPR D
AJ'( LST DATE. 12/96
DWG. NAME: JR -35 SP PAGE: J014
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2" N.P.S. SLIPFITTER
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50 P
OR ABOVE.
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
1 V -6" MIN.
NUMBERING EXAMPLES
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BRACKET CABLE
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LETTER
LETTER
2" BY 3/4"
SUFFIXED
PREFIXED
FRONT VIEW SIDE VIEW
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REDUCING WASHER
CITY
OWNED
PUGET POWER
OWNED
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TYPICAL JUNCTION BOX "B"
RECOMMENDED FOR APPROVAL
BY DATE
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CURB
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CONCRETE PAD
3' -0 "- �I I-- -3' -O" -I
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3/4" ROMEX
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WITH LOCKNUT
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BY DATE
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HEIGHT
15 FEET 45o
FRONT VIEW SIDE VIEW
BY DATE
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RECORD DOCUMENT
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
FLOW
13/4, -2"
^TYPICAL JUNCTION BOX "C"
BY DATE
56
PLAN VIEW
CONCRETE PAD
DECAL
j! 4' -0 "� 1�3' -0 "—�I
4'
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FOR
RELECTORIZED
GOTHIC GOLD 2 -2�2 2 %s. -3
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DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
OR WHITE LEGEND
ON BLACK
FRONT VIEW SIDE VIEW
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ARE ON SAME CIRCUIT
BACKGROUND
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SSIONAL E�
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MAST ARM WIRING DETAIL
1EXPIRES 01/31/07
TYPICAL CONCRETE PAD DETAILS
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STREET LIGHT STANDARD
STRAIN RELIEF DETAIL
DECAL NUMBERING SYSTEM
HI ENGINEERING
O ADOPTED
�"� O ADOPTED
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O ADOPTED
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L._ HERMAN TRAFFIC
15324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
U\
OF RENTON
=•` Standard plans
FN�a LST DATE: 10/30/96
CITY OF RENTON
p =�� Standard plans
FNS° LST DATE: 12/96
MY OF RENTON
p =•- Standard plans
NS LST DATE: 10/30/96
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DATE REVISION BY APPR' DWG. NAME: JR -05 SP PAGE:
DATE REV190N BY APPR'
DWG. NAME:JR -09A SP PAGE: J009
DATE
REVISION BY APPR'D DWG. NAME: JR -36A SP PAGE: J015
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NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided 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
Load Test.
JUNCTION BOX DIMENSION TABLE
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PLAN VIEW
'IM07 ME
ITEM
Box
MATERIALS
6000 PSI concrete See Notes
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Frame
Diamond Plate Steel - A786
IT
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Lid Support
1 8'Min. Thick Sted G L or T. - A36
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Lid
Diamond Plate Steel - A786
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Anchors
Steel Wire or Tee Plate
AD
0 0
Reinforcement
ASTM A -82 Steel
CITY OF RENTON
♦ !/
*GALVANIZED STEEL
TYPICAL JUNCTION BOX INSTALLATION DETAILS
LEGEND DETAIL (Mark L)
Ohm
®mom®
o Is '11' eox
LIGHTING J
EXPIRES 01/31/07
TS -LT
HOOK DETAIL PLAN SYMBOLS
M"°tlO p°1°1
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
JUNCTION BOX DETAILS
L
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E L LJ
PLAN VIEW
EPDXY PO
INLINE SPLICE
\VYE SPLICE
qp III
DIAMETER 7/8"
LOAD LINE
CUTTING RINGS
FUSE KIT & SPLICE KIT DETAILS
Ux Y ADOPTED
CITY OF RENTON
4 i
,p _�• - Standard plans
LST DATE:11 /5/96
DWG. NAME:JR -12 SP PAGE:JO13
LIGHTING STANDARD & JUNCTION BOX
N
ELEVADON VIEW
ITEM
Box
MATERIALS
6000 PSI concrete See Notes
p °OV O
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Frame
Diamond Plate Steel - A786
IT
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Lid Support
1 8'Min. Thick Sted G L or T. - A36
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Lid
Diamond Plate Steel - A786
O
O % O D
=
Anchors
Steel Wire or Tee Plate
AD
0 0
Reinforcement
ASTM A -82 Steel
CITY OF RENTON
♦ !/
*GALVANIZED STEEL
TYPICAL JUNCTION BOX INSTALLATION DETAILS
LEGEND DETAIL (Mark L)
as
m TYPE T BOX
SIGNALS
S
o Is '11' eox
LIGHTING J
EXPIRES 01/31/07
TS -LT
HOOK DETAIL PLAN SYMBOLS
M"°tlO p°1°1
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
JUNCTION BOX DETAILS
L
T
Y ADOPTED
Farm Letters wth 1/8" weld
Beatl Grnd off Domond [ILE- i
before forming
!�
I
v�
CITY OF RENTON
`
etteesn
P Standard plans
ILLUMINATION SYSTEM LEGEND
N T LST DATE: 11/89
ETC annclnKI ov n000
DWG. NAME: JR -36 SP PAGE: J016
EPDXY PO
INLINE SPLICE
\VYE SPLICE
qp III
DIAMETER 7/8"
LOAD LINE
CUTTING RINGS
FUSE KIT & SPLICE KIT DETAILS
Ux Y ADOPTED
CITY OF RENTON
4 i
,p _�• - Standard plans
LST DATE:11 /5/96
DWG. NAME:JR -12 SP PAGE:JO13
LIGHTING STANDARD & JUNCTION BOX
SIDE VIEW
" DEEP
INDIVIDUAL JUNCTION
7'
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PLAN VIEW
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PLAN VIEW
CITY OF RENTON
♦ !/
Standard plans
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425- 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net
STREET LIGHT POLE
JUNCTION BOX
SIDE VIEW
" DEEP
INDIVIDUAL JUNCTION
BOX
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BY
DATE
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NOTE: CLASS 'B' CONCRETE
TO BE USED IN
DATE
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CONSTRUCTION OF PAD
DATE
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HIEHERMAN TRAFFIC ENGINEERING
CONCRETE PAD DETAILS
1'
Y ADOPTED
PLAN VIEW
CITY OF RENTON
♦ !/
Standard plans
vs LST DATE: 10 /30/96
425- 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net
DWG. NAME:JR -07 SP PAGE: 1008
REVISION BY APPRD
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RECOMMENDED FOR APPROVAL
BY
DATE
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BY
DATE
WA
BY
DATE
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HIEHERMAN TRAFFIC ENGINEERING
RECORD DOCUMENT
POtSf�STE "��,��
SIONAL
15324 Southeast 133rd Court, Renton, Washington 98059
EN IE-L2.06
425- 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net
BY
DATE
EXPIRES 01/31/07
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40'
23'-3"
28'-3"
33'-3"
T
0.188
0.188
0.219
0.219
T II I 111 1 EIIIIEE lilt EE
H
25'
30'
35'
40'
23'-3"
28'-3"
33'-3"
T
0.188
0.188
0.219
0.219
ULIN I LN Ur ULL
IIII_ 2' TO 4'
-,,,,—TAPERED ALUM. POLE
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