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PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M.
i CITY OF RENTON, WASHINGTON
0
MATCH LINE SEE SHEET IL2
CONSTRUCTION NOTES
O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
LUMINAIRE PER POLE SCHEDULE.
2 INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD.
3 ROUTE CONDUIT AND CONDUCTORS TO EXISTING JUNCTION
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT "C"
CONDUCTORS. VERIFY EXISTING CONDUCTORS. INSTAL.
NEW CONDUCTORS IN EXISTING CONDUIT TO SERVICE IF
REQUIRED.
4 ROUTE CONDUIT AND CONDUCTORS TO EXISTING JUNCTION
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT "D ".
1.
I OLL
2 0.2
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
LI NDERC3RE I ND UTILITY NDTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA RON WHERE ANY UNDERGROUND
UTILI TIES MA Y BE LOCH TED. FAILURE TO DO SO COULD MEAN
BEARING SUBS TAN TIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
Fl;t 0 15�
LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
N0.
LOCATION
I
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
4626B
C
NE 2ND ST 15 +33
22.5' RT.
100
8'
25'
2
4628B
C
NE 2ND ST 17 +17
22.5' RT.
100
8'
25'
3
4630B
C
NE 2ND ST 18 +92
22.5' RT.
100
8'
25'
4
4632B
C
NE 2ND ST 20 +64
22.5' RT.
100
8'
25
5
46378
C
I ELMA PL NE 12 +27
22.5' LT.
100
8'
25'
6
46348
C
ELMA PL NE 11+19
22.5 RT.
100
8'
25'
7
4636B
C
NE 1ST CT 9 +59
22.5' RT.
100
8'
25'
8
4638B
C
NE 1ST CT 7 +60
22.5' RT.
100
8'
25'
9
4640B
C
NE 1ST CT 5 +86
22.5' RT.
100
80
25'
10
46428
C
ELMA AVE NE 3 +40
22.5 LT.
100
8'
25'
11
4644B
C
ELMA AVE NE 1+88
22.5' LT.
100
8'
25'
12
4639B
C
NE 1ST PL 2 +16
22.5 LT.
100
8'
25'
13
4646B
D
NE 1ST PL 0 +43
22.5' RT.
100
8'
25'
WIRING SCHEDULE
CONDUIT
RUN
CONDUIT
SIZE
CONDUCTORS
NOTES
1
1.5" PVC
(SCHEDULE
40)
2 — #69
1-- #6
GREEN
2
1.5 PVC
SCHEDULE
80)12—#61
1-- #6
GREEN
3
1.5 PVC
SCHEDULE
80
2 — #6,
1 — #6
GREEN
EXISTING
4
1.5 PVC
SCHEDULE
80
2 —##6,
1 — #6
GREEN
EXISTING
5
1.5 PVC
SCHEDULE
80
4 — #6,
1 — #6
GREEN
EXISTING
6
2 11 PVC
SCHEDULE 40
6 — #69
1 — #6
GREEN
EXISTING
7
1.5 71 PVC
7SCHEDULE
40
2 — #6,
3—#14
1 — #6 GREEN
PHOTOCELL
EXISTING
EXISTING NEW
LEGEND
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
® CONCRETE PAD LIGHT BASE AND
ZM
"'J"
TYPE 1 JUNCTION BOX
PVC CONDUIT (SEE WIRING SCHEDULE)
k ® TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
D
O
WIRE NOTE
CONSTRUCTION NOTE
T 3250/
40 0 40 80
scale feet
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
CITY STANDARDS
DATE JL2R 106
DATE
DATE
ra
NORTHWEST
TRAFrIC EXPERTS
90104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
NA!
WA
IT
251
Fs � �, S TERE�G�
NAL
s.-
EXPRES: 9/15/06
CD y'= 3 2 `501 SC W4Q MAY 1 11006
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PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MATCH LINE SEE SHEET IL1
/3\............. ............ - _
TRACT Q "" .,.......•.... w-...... ........
a— ....._.......�....�..._._�.
46-, _ — �- ° �f . '' 10 NE 1ST ST ....�......................w.^ V :: ` �• �c f/? � 1 _......... .... —
126
ACT R
.
u
+ ;�
12 +34.65 +Y r
0.03 3 106
I1 �......... ... ....... ................. ..............
1 1 102 103 104 I �+ sPC
r f 1
:I 105 1 I I I 125 `>
I 101
EX I
I ........... :.. ...... ............:::...
100 ....... ..................
rl
:
CD
107
TRACTS II I .......................
:,
... .... ...... .....
W
•.. ,.... _ ......... ... • I 124
Q 3 111 _ . : : .....:....... : : :.........� I .. I
110
112 109 i I
2 a� --� I 113 I II t
Q I 108 1 I I
`� I 5 +9 .APT
I114 1 ..........................
123
Y. �..",..,.,.
... ..............
1 s� v.
- �N� ST + >: �� / ........................ .............:::::..:::........ 4
4 = -�<
I ,• �.� i _ �o ........
,; -�- :•
X
..1
.,� ................ _
5, I / ' ,<
.... ;'00'
X 122
I 9
116 117 118
.....,..�- 115 ........
,..... - ..........
119
0 2 120 >:
r
,- 121
1 ......
. .. .........
....... ..... ...
. ............ N88'25'S6 "W _ ...:......... . .. .....
...............
635.71
KIMBER LANE
I
CONSTRUCTION NOTES.
POLE
ID. NO.
O
a
Z
��O
y!
MAST ARM
(FEET)
�0
0
CL
i
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
f]
Z
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT
o
15
Q
�
O
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
z
8'
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT
K W
4641B
EXISTING
1ELMA AVE NE 0 +41
22.5' RT.
100
}
25'
17
4652B
a
NE 1ST ST 8 +66
22.5' LT.
100
w
111111
z
0
V)
of
w
PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MATCH LINE SEE SHEET IL1
/3\............. ............ - _
TRACT Q "" .,.......•.... w-...... ........
a— ....._.......�....�..._._�.
46-, _ — �- ° �f . '' 10 NE 1ST ST ....�......................w.^ V :: ` �• �c f/? � 1 _......... .... —
126
ACT R
.
u
+ ;�
12 +34.65 +Y r
0.03 3 106
I1 �......... ... ....... ................. ..............
1 1 102 103 104 I �+ sPC
r f 1
:I 105 1 I I I 125 `>
I 101
EX I
I ........... :.. ...... ............:::...
100 ....... ..................
rl
:
CD
107
TRACTS II I .......................
:,
... .... ...... .....
W
•.. ,.... _ ......... ... • I 124
Q 3 111 _ . : : .....:....... : : :.........� I .. I
110
112 109 i I
2 a� --� I 113 I II t
Q I 108 1 I I
`� I 5 +9 .APT
I114 1 ..........................
123
Y. �..",..,.,.
... ..............
1 s� v.
- �N� ST + >: �� / ........................ .............:::::..:::........ 4
4 = -�<
I ,• �.� i _ �o ........
,; -�- :•
X
..1
.,� ................ _
5, I / ' ,<
.... ;'00'
X 122
I 9
116 117 118
.....,..�- 115 ........
,..... - ..........
119
0 2 120 >:
r
,- 121
1 ......
. .. .........
....... ..... ...
. ............ N88'25'S6 "W _ ...:......... . .. .....
...............
635.71
KIMBER LANE
I
CONSTRUCTION NOTES.
POLE
ID. NO.
O
a
a
00
��O
y!
MAST ARM
(FEET)
�0
LL,
�
p
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
f]
�
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT
*5
15
Q�
C
•O
I
O
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
a
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111111
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of
w
PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MATCH LINE SEE SHEET IL1
/3\............. ............ - _
TRACT Q "" .,.......•.... w-...... ........
a— ....._.......�....�..._._�.
46-, _ — �- ° �f . '' 10 NE 1ST ST ....�......................w.^ V :: ` �• �c f/? � 1 _......... .... —
126
ACT R
.
u
+ ;�
12 +34.65 +Y r
0.03 3 106
I1 �......... ... ....... ................. ..............
1 1 102 103 104 I �+ sPC
r f 1
:I 105 1 I I I 125 `>
I 101
EX I
I ........... :.. ...... ............:::...
100 ....... ..................
rl
:
CD
107
TRACTS II I .......................
:,
... .... ...... .....
W
•.. ,.... _ ......... ... • I 124
Q 3 111 _ . : : .....:....... : : :.........� I .. I
110
112 109 i I
2 a� --� I 113 I II t
Q I 108 1 I I
`� I 5 +9 .APT
I114 1 ..........................
123
Y. �..",..,.,.
... ..............
1 s� v.
- �N� ST + >: �� / ........................ .............:::::..:::........ 4
4 = -�<
I ,• �.� i _ �o ........
,; -�- :•
X
..1
.,� ................ _
5, I / ' ,<
.... ;'00'
X 122
I 9
116 117 118
.....,..�- 115 ........
,..... - ..........
119
0 2 120 >:
r
,- 121
1 ......
. .. .........
....... ..... ...
. ............ N88'25'S6 "W _ ...:......... . .. .....
...............
635.71
KIMBER LANE
I
CONSTRUCTION NOTES.
POLE
ID. NO.
O
INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
OFFSET
(FEET)
LUMINAIRE PER POLE SCHEDULE.
MAST ARM
(FEET)
O
INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE
�
p
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
JUNCTION
100
w
111111
z
0
V)
of
w
PORTION OF THE N.W. 1/4 OF SEC. 14, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MATCH LINE SEE SHEET IL1
/3\............. ............ - _
TRACT Q "" .,.......•.... w-...... ........
a— ....._.......�....�..._._�.
46-, _ — �- ° �f . '' 10 NE 1ST ST ....�......................w.^ V :: ` �• �c f/? � 1 _......... .... —
126
ACT R
.
u
+ ;�
12 +34.65 +Y r
0.03 3 106
I1 �......... ... ....... ................. ..............
1 1 102 103 104 I �+ sPC
r f 1
:I 105 1 I I I 125 `>
I 101
EX I
I ........... :.. ...... ............:::...
100 ....... ..................
rl
:
CD
107
TRACTS II I .......................
:,
... .... ...... .....
W
•.. ,.... _ ......... ... • I 124
Q 3 111 _ . : : .....:....... : : :.........� I .. I
110
112 109 i I
2 a� --� I 113 I II t
Q I 108 1 I I
`� I 5 +9 .APT
I114 1 ..........................
123
Y. �..",..,.,.
... ..............
1 s� v.
- �N� ST + >: �� / ........................ .............:::::..:::........ 4
4 = -�<
I ,• �.� i _ �o ........
,; -�- :•
X
..1
.,� ................ _
5, I / ' ,<
.... ;'00'
X 122
I 9
116 117 118
.....,..�- 115 ........
,..... - ..........
119
0 2 120 >:
r
,- 121
1 ......
. .. .........
....... ..... ...
. ............ N88'25'S6 "W _ ...:......... . .. .....
...............
635.71
KIMBER LANE
I
CONSTRUCTION NOTES.
POLE
ID. NO.
O
INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
OFFSET
(FEET)
LUMINAIRE PER POLE SCHEDULE.
MAST ARM
(FEET)
O
INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE
PAD.
O
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
JUNCTION
100
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT
"C"
15
CONDUCTORS.
D
O
ROUTE CONDUIT AND CONDUCTORS TO EXISTING
JUNCTION
8'
BOX. SPLICE CONDUCTORS TO EXISTING CIRCUIT
°D ".
4
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
_
ROLL 2 0.�
fR01
LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
14
46486
D
NE 1ST ST 12 +40
22.5' LT.
100
8'
25'
15
4650B
D
NE 1ST ST 10 +50
22.5' LT.
100
8'
25'
16
4641B
EXISTING
1ELMA AVE NE 0 +41
22.5' RT.
100
8'
25'
17
4652B
D
NE 1ST ST 8 +66
22.5' LT.
100
8'
25'
18
4654B
D
ELMA PL NE 6 +85
22.5' T.
100
8
25
19
4643B
D
SE 2ND ST 5 +32
22.5' LT.
100
8'
25'
20
4645B
D
SE 2ND ST
22.5' LT.
100
8 #
25'
21
464713
D
13+75
SE 2ND ST 2 +10
22.5' LT.
100
8'
25'
22
46566
D
SE 2ND ST 0 +48
22.5' RT.
100
8'
25'
WIRING SCHEDULE
CONDUIT
RUN
z.
CONDUIT
SIZE
CONDUCTORS
NOTES
1
1.5" PVC
(SCHEDULE
40)
2 — #6,
1 — #6 GREEN
2
1.5 PVC
SCHEDULE
80
2 — #6,
1 — #6 GREEN
3
1.5 pp PVC
SCHEDULE
80
2 —#69
1 — #6 GREEN
EXISTING
4
1.5 17 PVC
SCHEDULE
80
2 — #6,
1-- #6 GREEN
EXISTING
EXISTING NEW
",
iO
D
O
LEGEND
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)
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
CONSTRUCTION NOTE
T 32�So2
x
O
Z
40 0 40 80
scale feet
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
T CITY STANDARDS
DATE e2A C 6
DATE
DATE
ra
NORTHWEST
TRA rFIC ,EXPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
K�'
w�
F� T ERA' v�
�S10NAL E�
EXPIRES: 9/15/04
'77--' 324m5 o 2 sc Ep MAY I 1 to
fo
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R/W bNE
SIDEWALK
CURB
BROADWAY 10' UTILITY EASEMENT
R
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18' -3 "
3
' "
—3
T
0.188
1 0.188
1 0.219
1 0.219
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
11111
R/W bNE
SIDEWALK
CURB
BROADWAY 10' UTILITY EASEMENT
R
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18' -3 "
3
' "
—3
T
0.188
1 0.188
1 0.219
1 0.219
1,_2„
TAPERED ALUM. POLE 2' TO 4'
To WALL ALLOY 6063 —T6 OVERHANG
SATIN GROUND FINISH of
HANDHOLE 4 "x6" 'SL'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
1,_6„
0 0�
STREET LIGHT
i'
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
DATE I REVISION BY APPR
LIGHTING STANDARD & JUNCTION BOX
7' No-
0 O 0 o
v
D
ov oe O
v 0 0 e 0
4 o vD
e 4 e 4 O O 'DPLAN VIEW o O
3
O 0 4 4 o
o
� a eD e
tVv t> 01>1
STREET LIGHT POLE VJUNCTION BOX
SIDE VIEW
4" DEEP
INDIVIDUAL JUNCTION BOX
Ov Oo O pope O
o D v
0 o e ° p �e °a NOTE: CLASS 'B' CONCRETE
V) ° z p TO BE USED IN
w e 0mXXX DA 0 CONSTRUCTION OF PAD
d J O O
d o
p o D,p v vb o 1 CONCRETE PAD DETAILS
ADOPTED
PLAN VIEW CITY OF RENTON
Standard plans
LST DATE: 10/30/96
Z DATE REVISION BY PPR DWG. NAME: JR -07 SP PAGE: X
A
--.�
2' TO 4'
OVERHANG
E ANG
,H, S,
FACE OF CURB TO
CENTER OF 40LE
' SL'
"—STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
CITY OF RENTON
♦ ♦
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50OF
OR ABOVE.
MOUNTING
HEIGHT
15 FEET
NUMBERING EXAMPLES
CURB
Off,
c9
C
45°
TRAFFIC
FLOW
PLAN VIEW
0.188 WALL BRACKET
ALUM. ALLOY 6063-T6
1/2" BNC LOCKBOLT
GR. 18--8 S.S.
FLUSH JOINT
4-1/2- 0. D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 --T6
SATIN GROUND FINISH
151 HANDHOLE. 4 "x6" OPENING
SIZE AS REQUIRED
8N
4 -1 /2"
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
2'
2" N.P.S. SLIPFITTER
2" I
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
W /COVER AND S.S. SCREWS 8" O.D. k,,
1
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS do S.S. SCREWS
1 •_6»
F� -11 -1 /4" SQ.
11" TO 12" DI A.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHERS 1
4" ADOPTED
CITY OF RENTON
i) Standard plans
LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
' CONCRETE PAD
3 ►_ 0„
7-0" VARIABLE IN MIN.
1' -6"
0 ,
1 1
4"
T
1 3/,.— 2 n
4
I
DECAL:
RELECTORIZED 2"-- 2Y" �r_ of
GOTHIC GOLD 2r� 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
CITY OF RENTON
(ii) Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: JO09
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
'T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
jio 4'— 0 I—Ott
T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
. ROLL :20.2 =FR 017
ADOPTED
CITY OF RZIMN
Standard plans
LST DATE: 11/7/96
DWG. NAME: JR -36A SP PAGE: JO15
2" BY 3/4„
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
T- 32(050 3
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED j
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
14A CITY STANDARDS
DATE 4� V6
DATE r
' DATE
ra
NORTHWEST
TRAFF /C EXPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
11111110 1 12006
czm or 3 2405 03
NAI
wA
t
SSIONA �-�
�. -ri►
EXPO RES: 9/15/106
i
y
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w
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rn
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1
P
2
5
3
6
4
7
C
8
LETTER
LETTER
SUFFIXED
PREFIXED
CITY
PUGET POWER
OWNED
OWNED
CURB
Off,
c9
C
45°
TRAFFIC
FLOW
PLAN VIEW
0.188 WALL BRACKET
ALUM. ALLOY 6063-T6
1/2" BNC LOCKBOLT
GR. 18--8 S.S.
FLUSH JOINT
4-1/2- 0. D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063 --T6
SATIN GROUND FINISH
151 HANDHOLE. 4 "x6" OPENING
SIZE AS REQUIRED
8N
4 -1 /2"
O.D. 2" N.P.S.
SLIPFITTER
5' -9" RADIUS
2'
2" N.P.S. SLIPFITTER
2" I
SINGLE OR DOUBLE MAST
ARM AS REQUIRED
W /COVER AND S.S. SCREWS 8" O.D. k,,
1
BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG
BOLT COVERS do S.S. SCREWS
1 •_6»
F� -11 -1 /4" SQ.
11" TO 12" DI A.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE
NUTS AND WASHERS 1
4" ADOPTED
CITY OF RENTON
i) Standard plans
LST DATE: 10/30/96
REVISION BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE
TYPICAL LIGHT BASE AND JUNCTION BOX
' CONCRETE PAD
3 ►_ 0„
7-0" VARIABLE IN MIN.
1' -6"
0 ,
1 1
4"
T
1 3/,.— 2 n
4
I
DECAL:
RELECTORIZED 2"-- 2Y" �r_ of
GOTHIC GOLD 2r� 3
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
CITY OF RENTON
(ii) Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: JO09
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
'T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
jio 4'— 0 I—Ott
T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
. ROLL :20.2 =FR 017
ADOPTED
CITY OF RZIMN
Standard plans
LST DATE: 11/7/96
DWG. NAME: JR -36A SP PAGE: JO15
2" BY 3/4„
REDUCING WASHER
3/4" ROMEX
CONNECTOR
WITH LOCKNUT
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
STRAIN RELIEF DETAIL
ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: J006
T- 32(050 3
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED j
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
14A CITY STANDARDS
DATE 4� V6
DATE r
' DATE
ra
NORTHWEST
TRAFF /C EXPERTS
10104 -111th Ave. N.E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
11111110 1 12006
czm or 3 2405 03
NAI
wA
t
SSIONA �-�
�. -ri►
EXPO RES: 9/15/106
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W
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS – S.E.C. OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX
SPLICE KITS GROUND LUG
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT
WIRE RUNS UNDER POLE
4" CONCRETE BASE –
PAD
5"
9" _
1—
II
1
#8 BARE = f111 =1 I =III °. —I I VIII --I —
COPPER ,III = 11111111=1111
GROUND WIRE 1111=
1 – #8 GREEN T 11 U`—GROUND
2– (SIZED AS REQ'D)
LIGHTING SYSTEM
WIRES TO CONTACTOR
5/8 "x8'
COPPER –CLAD
DATE I GROUND ROD -
SION
TO LUMINAIRE
1/4 MINIMUM
DRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
=III �IIIJ
_= ll�llll =1111
(.:LAME' 4.
:Ea
-PVC CONDUIT
SYSTEM
CONCRETE
FOUNDATION � 3' SQ.
OR DIA.
ti
TYPICAL
LIGHTING
UNDERGROUND
SYSTEM
ADOPTED
C1TY OF RENTON
Standard plans
LSr DATE: 12/96
DWG. NAME: JR -06
EPDXY FILL
INLINE SPLICE
rrInvv riff i
SPLICE KIT
ro1����■ iel!1
r
•�r
FUSE KIT
WYE SPLICE
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE:11/5/96
SP PAGE: J007 DATE REVISION I BY APPR DWG. NAME: JR -12 SP PAGE: JO13
ROLL
2 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.
400OPSI 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
ITEM
ITEM
BOX TYPE
TYPE 1
TYPE 2
ALTMAJ A
ALTMATL s
A
Box Outside length
22"
22"
33"
Reinforcement
Box Outside Width
17
17
22 1/2
Box Inside Length
18"
19"
28"
Box Inside Width
13"
14"
17"
Lid Length
18"
18"
26 1/2"
Lid Width
13"
13"
17"
Box Depth
12
12
12
Lid do Fr ame D ep t h
5 16 "
5 16 "
1
5 6 "
J
Wall Thickness Inlin.
1 1/2"
1. 2"
1 1/2"
Wire Reinforcement
W-3
W— 2.5
W— 2.5
Le end
See Detail
See Detail
See Detail
ITEM
MATERIALS
Box
6000 PSI concrete See Notes
Frame
Diamond Plate Steel — A786
Lid Support
1 IM. Thick Staff L or T. - A36
Lid
Diamond Plate Steel — A786
Anchors
Steel Wire or Tee Plate
Reinforcement
1 ASTM A -82 Steel
*GALVANIZED STEEL
LEGEND DETAIL (Marie L)�
SIGNALS
LIGHTING
TS —LT
TELEMETRY
-Form Letters with 1/8* Weld
Bead. Grind off Diamond
Pattern before forming
letters.
T .1
TRAFFIC SIGNAL SYSTEM LEGEND
Ti .1
ILLUMINATION SYSTEM LEGEND
1:R A 01 8�
Im
PLAN VIEW
x
y:
ELEVAnaN VIEW
�r
r�
rw)) 8' GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTAU AMOK DETAILS
■ TYPE T BOX
PE
0 TY hl' BOX
TIA&
HM DETAIL PLAN SYMBOLS
JUNCTION BOX DETAILS
ADOPTED
C1TY OF RENTON
Standard plans
LST DATE:1 1/89
DWG. NAME: JR -36 SP PAGE: J016
ra
NORTHWEST
7"RA jFrZC EXPERTS
10104 -111th Ave. N. E., Kirkland, WA 98033
Phone: 425.522.4118 Fax: 425.522.4311
Al
WA
s'7/4NAL E'� .�
EXPIRES: 9/15/06
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1 -800 -424 -5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAD!
BEARING SUBS TAN TIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
T 504
SCA"EO SAY11 MIN
C -r'' .3 2 <0 S 0 I
ei
r
r
Oro
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C) 110
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