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LEGEN D
TYPE M –C –III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
� CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
— — --- PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
CONSTRUCTION NOTE
CONSTRUCTION NOTES
1 INSTAL NEW CONDUIT INTO EXISTING JUNCTION BOX.
2 SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS INSIDE EXISTING
JUNCTION BOX. DE-- ENERGIZE EXISTING ILLUMINATION CIRCUIT AT
EXISTING SERVICE CABINET LOCATED IN ELMHURST SUBDIVISION
APPROXIMATELY 535' SOUTH AND 370' WEST OF EXISTING JUNCTION
BOX.
WIRING SCHEDULE
NORTH
SCALE
1 of = 201
20 0 20 40
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LEGEN D
TYPE M –C –III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
� CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX
— — --- PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
CONSTRUCTION NOTE
CONSTRUCTION NOTES
1 INSTAL NEW CONDUIT INTO EXISTING JUNCTION BOX.
2 SPLICE NEW CONDUCTORS TO EXISTING CONDUCTORS INSIDE EXISTING
JUNCTION BOX. DE-- ENERGIZE EXISTING ILLUMINATION CIRCUIT AT
EXISTING SERVICE CABINET LOCATED IN ELMHURST SUBDIVISION
APPROXIMATELY 535' SOUTH AND 370' WEST OF EXISTING JUNCTION
BOX.
WIRING SCHEDULE
NORTH
SCALE
1 of = 201
20 0 20 40
SCOLe * eeI
RUN
POLE ID
NO.
POLE
LOCATION
N0.
CONDUIT
CONDUCTORS
1
1.5" PVC (SCHEDULE 40)
2 – #8, 1 – #8 BARE
2
1.5" PVC (SCHEDULE 80)
2–#8, 1–#8 BARE
3
EXISTING
2 – #8, 1 – #8 BARE
POLE SCHEDULE
POLE
NO.
POLE ID
NO.
POLE
LOCATION
POLE
OFFSET
CIRCUIT
NO.
LAMP
WATTAGE
LAMP
TYPE
DISTRIBUTION
TYPE
MOUNTING
HEIGHT
MAST
ARM
rl
2756B
13 +75
23' RT
1
100
HPS
M -C -III
25'
6'
C2�
2761 B
14 +65
38' RT
1
100
HPS
M -C -III
25'
6'
3
2762B
15 +70
23' RT
1
100
HPS
M -C -III
25'
6'
r4,
2763B
26 +23
24.5' RT
1
100
HPS
M -C -III
25'
6'
5 j
27648
30 +48
17.5' LT
1
1 100 1
HPS
M -C -III
1 25'
1 6'
STEREv
SS��,AL ENG 10-10-0s,
ExPiRES 9/5�.,•
N1 irai MIRAI ASSOCIATES, INC.
11410 ONE 122ND WAY, SUITE 320
Transportation KIRKLANO, WA 98034 -6927
Planning, BL TEL - 425.820.0100
Engineering FAX.425.821.1750
F11R 0 3,1
T a2ra0<301F
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
0 CITY STANDARDS
DATE le
DATE Z[2 =L 7 -� C
DATE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILIT IES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON THE ENGINEER ASSUMES NO RESPONSIWITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION
CALL BEFORE YOU DOG- 14W424-WW
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10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25 '
30 '
35 '
40'
SL
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0.188 0.188 0.219 0.219 1' — 2"
�— TAPERED ALUM. POLE F2'T 4'
T WALL ALLOY 6063— T6 OVERHANG
SATIN GROUND FINISH ,H,
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
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INSIDE POLE
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STREET LIGHT r. „'
CONDUIT TRENCH DEPTH 24
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DATE REVISION BY APPR
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REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
3%4"
SINGLE OR DOUBLE MAST —
ARM AS REQUIRED
3� u
FOR DOUBLE MAST ARM INSTALL S LL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MA
ST ARM WIRING DETAIL
C:%JWWS 1 1r06 ft@grMw Cvrm&•OETA1Ls.ww• I&W&VW 2:12 1? /IN. I I
STRAIN RELIEF DETAIL
Y ADOPTED
� CITY OF RENTON
Standard plans
LST DATE: 10/30/96
REVISION RY PPR DWG. NAME: JR -05 SP PAGE: JO06
10' UTILITY EASEMENT
R W
2' TO 4'
OVERHANG
,H, 8,
FACE OF CURB TO
CENTER OF OLE
� I
'SL'I
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
Y ADOPTED
CITY OF RENTON
Standard plans
N LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: JO 14
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 500E
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING
EXAMPLES
1
2
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PREFIXED
CITY
PUGET POWER
OWNED
OWNED
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LIB
2” BY 3/4"
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
3%4"
SINGLE OR DOUBLE MAST —
ARM AS REQUIRED
3� u
FOR DOUBLE MAST ARM INSTALL S LL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MA
ST ARM WIRING DETAIL
C:%JWWS 1 1r06 ft@grMw Cvrm&•OETA1Ls.ww• I&W&VW 2:12 1? /IN. I I
STRAIN RELIEF DETAIL
Y ADOPTED
� CITY OF RENTON
Standard plans
LST DATE: 10/30/96
REVISION RY PPR DWG. NAME: JR -05 SP PAGE: JO06
10' UTILITY EASEMENT
R W
2' TO 4'
OVERHANG
,H, 8,
FACE OF CURB TO
CENTER OF OLE
� I
'SL'I
STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
Y ADOPTED
CITY OF RENTON
Standard plans
N LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: JO 14
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 500E
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING
EXAMPLES
1
2
5
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
CURB
F
450
TRAFFIC
—
FLOW
�
PLAN VIEW'
SIZE AS REQUIRED
ow 0.188 WALL BRACKET 8 �.
ALUM. ALLOY 6063-T6
4— 1 /2ff
O.D. L2" N.P.S.
SLIPFI TTEI`
f�,f
5 — 9 RADIUS
1/2" BNC LOCKBOLT
GR. 18-8 S.S.
FLUSH JOINT 1'— 2'f
4-1/2 O.D.
/ II
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 —T6
SATIN GROUND FINISH
18'-3
SHAFT
151 HANDHOLE. 4 "x6"
OPENING W /COVER AND
S.S. SCREWS
LIGHTING STANDARD 8c JUNCTION BOX
2° 7. I
0 ovo ov
01 p a D Ovp op aDo ppv
v ov D
4 eve o v o o e e o eve
e 0 0
PLAN VIEW °° o op° o p = D ao 3'
O O o o �?
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0
D° N e o ° AN e
Op O
STREET LIGHT POLE VJUNCTION BOX
25' -0"
SIDE VIEW
4 DEEP
- 8" 0. D.
BASE FLANGE ALLOY INDIVIDUAL JUNCTION BOX
356 —T6 WITH BOLT GROUND L G
COVERS & S.S. SCREWS o ° 0,0 n Do o o ° o
SQ. o e ° pe °a NOTE: CLASS 'B' CONCRETE
o � TO BE USED IN
11" TO 12" DIA. Z D o CONSTRUCTION OF PAD
BOLT CIRCLE e i De
4" CONCRETE
4112 " OF BOLT ABOVE a J o 0
CO C ETE PAD FINISHED GRADE n 10 D D e
STANDARD 25 FOOT DAVIT POLE o o ° �v v v , 1 CONCRETE PAD DETAILS
(4) 1" BNC GALV. STEEL , a
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS Y ADOPTED 1' ADOPTED
4 •' CITY OF RENTON PLAN VIEW (1)
CITY OF RENTON
Standard plans Standard plans
N LST DATE: 10/30/96 LST DATE: 10/30/96
DATE REVISION BY APPR DWG. NAME: JR -01 SP PAGE: JO02 DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
Ap
„
7'- 0" VARIABLE --►--
3'_0 ul (a
of H . E AV,
1 - 6 p P� c -WAS�r�
4 to Nr- _41 0 • • . •• 0
do 40
o o - - - -- - - -- -- o e
1 3 /,f_ 2„
4
�i
DECAL:
RELECTORIZED 2 „— 2'%' ••— •
GOTHIC GOLD 2 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
Y ADOPTED
CITY OF RZNTON
Standard plans
LST DATE: 12/96
VISION BY APPR DWG. NAME: JR -09A SP PAGE: J009
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
3, off
4•• .... - ..o..o
•••.o -c -
T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
ff s o.
.
4 . o. o .. o. .�� •
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
FR 0'32
ADOPTED
Cn'Y or am ION
Standard plans
LST DATE: 11/7/96
DWG. NAME: JR -36A SP PAGE: J015
FSSrOL ENG\t�
3 -10 -05
EXPIRES 9/t,/u/
M
iral MIRAII ASSOCIATES, INC.
11410 NE 122ND WAY, SUITE 320
Transportation KtRKLAND, WA 98034 -6927
Planning & rEL- 425.820.0100
Engineering FAX - 425.821.1750
RECOMMENDED
FOR APPROVAL
BY
enf
ey
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
oM►TE
ONTE
K'ST'ti:
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10 AMP IN LINE FUSE —TO LUMINAIRE
KITS — S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX- 114 of MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE to
KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE FOUNDATION TO CONCRETE
4" CONCRETE BASE LEVEL WITH
PAD 5 OP OF SIDEWALK
r 9" — R CURB.
IIII"1111- 'VI 0
#s BARE = 1111 =1 =III a.-=11 =III= II =III1 -1111
COPPER lII= 1111 ^1111 =1111
GROUND WIRE F 1111=
1 — #8 GREEN GROUND
01 _ CLAMP 4,
2— (SIZED AS REQ'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8' V FOUNDATION '- 3 9 SQ.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
Y ADOPTED
CITY OF RENTON
,p
Hit � Standard plena
-�
LST DATE: 12/96
DATE I REVISION I BY APPR DWG. NAME: JR -06
C. Uwlaft 11781 I @MNPWW CLAIM -OF TM A Amy NMIIrJIMM19.1711 PW 1 1
r
SP PAGE: J007
EPDXY
zo—; V/
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EPDXY FILL
SPLICE KIT
DIAMETER 7/8"
LOAD LINE
114 FUSE 1/4 91
1/8 0 11/8
On -- . I P -.I-
R I M Fn?
-CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
V Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 11/5/96
TE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013
IRO L I L 0 20.0
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 27 112" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE
1
BOX TYPE
Ld
TYPE 2
J
W l) Z
Q
13
0
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W
Y,
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE —TO LUMINAIRE
KITS — S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX- 114 of MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE to
KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE FOUNDATION TO CONCRETE
4" CONCRETE BASE LEVEL WITH
PAD 5 OP OF SIDEWALK
r 9" — R CURB.
IIII"1111- 'VI 0
#s BARE = 1111 =1 =III a.-=11 =III= II =III1 -1111
COPPER lII= 1111 ^1111 =1111
GROUND WIRE F 1111=
1 — #8 GREEN GROUND
01 _ CLAMP 4,
2— (SIZED AS REQ'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8' V FOUNDATION '- 3 9 SQ.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
Y ADOPTED
CITY OF RENTON
,p
Hit � Standard plena
-�
LST DATE: 12/96
DATE I REVISION I BY APPR DWG. NAME: JR -06
C. Uwlaft 11781 I @MNPWW CLAIM -OF TM A Amy NMIIrJIMM19.1711 PW 1 1
r
SP PAGE: J007
EPDXY
zo—; V/
�I�Ir
EPDXY FILL
SPLICE KIT
DIAMETER 7/8"
LOAD LINE
114 FUSE 1/4 91
1/8 0 11/8
On -- . I P -.I-
R I M Fn?
-CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
V Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 11/5/96
TE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013
IRO L I L 0 20.0
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 27 112" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside lea th
22"
22"
o�
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Box Outside Width
o
W
W
u
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19"
28"
<
Box Inside Width
Q
14'
W
0:
I
CL
d
18"
26 1/21.
F
ILid Width
13"
13"
17"
G
Box Depth
12'
Ly
12"
Lid do Frame D ith
5 16"
5/16"
LI
Wall Thickness Min
1 1/2"
1 1 1/2"
1 112"
L.
Wire Reinforcement
W -3
W -2.5
W- 2.5
Q
See Detail
I See Detail
See Detail
Li
1- --
<;7
Y,
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE —TO LUMINAIRE
KITS — S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX- 114 of MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE to
KITS ON ALL THRU 2 MIN. GROUT
WIRE RUNS UNDER POLE FOUNDATION TO CONCRETE
4" CONCRETE BASE LEVEL WITH
PAD 5 OP OF SIDEWALK
r 9" — R CURB.
IIII"1111- 'VI 0
#s BARE = 1111 =1 =III a.-=11 =III= II =III1 -1111
COPPER lII= 1111 ^1111 =1111
GROUND WIRE F 1111=
1 — #8 GREEN GROUND
01 _ CLAMP 4,
2— (SIZED AS REQ'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
5/8 "x8' V FOUNDATION '- 3 9 SQ.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
Y ADOPTED
CITY OF RENTON
,p
Hit � Standard plena
-�
LST DATE: 12/96
DATE I REVISION I BY APPR DWG. NAME: JR -06
C. Uwlaft 11781 I @MNPWW CLAIM -OF TM A Amy NMIIrJIMM19.1711 PW 1 1
r
SP PAGE: J007
EPDXY
zo—; V/
�I�Ir
EPDXY FILL
SPLICE KIT
DIAMETER 7/8"
LOAD LINE
114 FUSE 1/4 91
1/8 0 11/8
On -- . I P -.I-
R I M Fn?
-CUTTING RINGS
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
V Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 11/5/96
TE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013
IRO L I L 0 20.0
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 27 112" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
A
JUNCTION BOX DIMENSION TABLE
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTERNATE A
ALTERNATE B
A
Box Outside lea th
22"
22"
33"
Reinforcement
Box Outside Width
17"
17"
221 2
Box Inside Length
18 '
19"
28"
Box Inside Width
13"
14'
17"
E
Lid Length
18"
18"
26 1/21.
F
ILid Width
13"
13"
17"
G
Box Depth
12'
12"
12"
Lid do Frame D ith
5 16"
5/16"
5Z1_6
Wall Thickness Min
1 1/2"
1 1 1/2"
1 112"
Wire Reinforcement
W -3
W -2.5
W- 2.5
Le end
See Detail
I See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diomond Plate Steel - A786
Lid Support
1 8'Min. Thick Steel C, L or T. - A36
Lid
Diamond Plate Steel - A786
Anchors
Steel Wire or Tee Plate
Reinforcement
ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Mark L) -� Nam,
SIGNALS _
LIGHTING
TS —LT
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
—Form Letters with 1/8" Weld
Bead. Grind off Diamond
Pattern before forming
letters.
TE
VISI
I LT.
iI' Norm.
ILLUMINATION SYSTEM LEGEND
)N I BY IAPPR
r
x
ELEVATION VIEW
r MCI Dos _
X. ON COMM11T MAX
rw
6' GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
Ud TYPE Y BOX
Q TYPE 11' Box
H" DETAIL PLAN S�VBOLS
(t wa., o.. LW)
JUNCTION BOX DETAILS
Y ADOPTED
CITY OF RENTON
,p Standard plans
N LST DATE: 1 1/89
DWG. NAME: JR -36 SP PAGE: J016
T 32003
0
F Ft 0'3.3
*ASh�C
fC r S T Eft"
N
JS'ONAL E '0-10-05
1EXPIRES 9/7j v,
M
irai MIRAI ASSOCIATES, INC.
11410 NE 122ND WAY, SUITE 320
TT8II3pOttatlOII KIRKLAND, WA 98034 -6927
Planning & rEL- 425.820.0100
Engineering FAX - 425.821.1750
RECOMMENDED
FOR APPROVAL
BY
efr
eY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
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' AQ:. EiE '�E - INTRO:
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