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2604C
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2606B
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2639B
N.E. 5TH PL.
2 +3428
22.5' LT.
100
M —C —III
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PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., RGE, 5 E., W.M.
N89'17'46 "W 150.01
s'rPe- tj -Jrolop
ROLL 1 �9,�
r
W
z
W
Q
O
I
W
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89'01
I FGEND
Y`( TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
KD LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
PVC CONDUIT (SEE WIRING SCHEDULE)
8 TYPE 1 JUNCTION BOX WITH CONCRETE PAD
WIRE NOTE
OCONSTRUCTION NOTE
GENERAL NOTES
1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SURVEYED LOCATIONS. THE LOCATIONS WERE FIELD
MEASURED, SHOULD BE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES
ON LY.
CONSTRUCTION NOTES
1O ROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING
CIRCUIT INSIDE JUNCTION BOX.
2O STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS.
i
POLE SCHEDULE
POLE
N0.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
0
JERICHO AVE. N.E.
\>0+42-81
21' LT.
150
M —C —III
0
8'
1
2
2604C
JERICHO AVE. N.E.
2 +2-& 37
2
150
M —C —III
25'
8'
W
3
2606B
N.E. 5TH PL.
3 +9-3 91
22.5' RT.
100
3
25'
8'
1
4
2639B
N.E. 5TH PL.
2 +3428
22.5' LT.
100
M —C —III
25'
oc
1
5
2608B
N.E. 5TH PL.
0 +7-3-69
4
100
M —C —III
25'
8'
1
q
i
0
w
cD
LO
00
Z
Q LL
cy
0
= a
PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., RGE, 5 E., W.M.
N89'17'46 "W 150.01
s'rPe- tj -Jrolop
ROLL 1 �9,�
r
W
z
W
Q
O
I
W
I
(I
89'01
I FGEND
Y`( TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
KD LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
PVC CONDUIT (SEE WIRING SCHEDULE)
8 TYPE 1 JUNCTION BOX WITH CONCRETE PAD
WIRE NOTE
OCONSTRUCTION NOTE
GENERAL NOTES
1. ALL EXISTING LIGHT STANDARDS SHOWN ARE NOT SURVEYED LOCATIONS. THE LOCATIONS WERE FIELD
MEASURED, SHOULD BE CONSIDERED APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES
ON LY.
CONSTRUCTION NOTES
1O ROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING
CIRCUIT INSIDE JUNCTION BOX.
2O STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS.
i
POLE SCHEDULE
POLE
N0.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
2592C
JERICHO AVE. N.E.
\>0+42-81
21' LT.
150
M —C —III
25'
8'
1
2
2604C
JERICHO AVE. N.E.
2 +2-& 37
21' LT.
150
M —C —III
25'
8'
1
3
2606B
N.E. 5TH PL.
3 +9-3 91
22.5' RT.
100
M —C —III
25'
8'
1
4
2639B
N.E. 5TH PL.
2 +3428
22.5' LT.
100
M —C —III
25'
8'
1
5
2608B
N.E. 5TH PL.
0 +7-3-69
12 2.5' RT.
100
M —C —III
25'
8'
1
6
2641B
ILWACO AVE. N.E.
0 +24 19
22.5' RT.
100
M —C —III
25'
8'
1
7
2660B
ILWACO AVE. N.E.
1 +�4 8(6
22.5' LT.
100
M —C —III
25'
8'
1
8
2643B
ILWACO PL. N.E.
1> 1 +94 ob
17.5' RT.
100
M —C —III
25'
6'
1
9
1 2645B_l
ILWACO PL. N.E.
2 +5442
17.5' RT.
100
M--C-111
25'
6'
1
T - 31IS01
WIRING SCHEDULE
RUN
N0.
CONDUIT
CONDUCTORS
REMARKS
1
1.5" PVC (SCHEDULE 40)
2—#8, 1—#8 GREEN
2
1.5 PVC (SCHEDULE 80)
2 — #8, 1 — #8 GREEN
3
1.5 PVC (SCHEDULE 40)
INSTALL PULL WIRE
4
1.5 PVC (SCHEDULE 80)
INSTALL PULL WIRE
RECOMMEND D FOR APPROVAL
By DA
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HIE HERMAN TRAFFIC ENGINEERING
1 5324 Southeast 133rd Court, Renton, Washington 98059
425- 277 -1740 tel. 425-277-5713 fax Me#attbi.tom
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