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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
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126
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112 109 i I
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635.71
KIMBER LANE
I
CONSTRUCTION NOTES.
POLE
ID. NO.
O
a
Z
��O
y!
MAST ARM
(FEET)
�0
0
CL
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ROUTE CONDUIT AND CONDUCTORS TO EXISTING
f]
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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
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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
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.
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 .......................
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... .... ...... .....
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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
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4 = -�<
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0 2 120 >:
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,- 121
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...............
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
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111111
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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 ........
,; -�- :•
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..1
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5, I / ' ,<
.... ;'00'
X 122
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116 117 118
.....,..�- 115 ........
,..... - ..........
119
0 2 120 >:
r
,- 121
1 ......
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....... ..... ...
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...............
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
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111111
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0
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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
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
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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�'
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F� T ERA' v�
�S10NAL E�
EXPIRES: 9/15/04
'77--' 324m5 o 2 sc Ep MAY I 1 to
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