HomeMy WebLinkAboutT-3115010
qpw ` .J
qpm
_f..
06
a �
CL
Z
Y p
O
O
m
Z �
O J
�E
�r o
c r4
c�
i
� ��fF
I
11111
0
0
w
to
0
c�
z
F
N * E. 5TH PL.
N88'20 45 W 11
N88'20'S3 "w sta nvi
N89'1 7'46OW 150.01
PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., R 5 E., W.M.
SCALE: 1" = 40'
0 20 40 80
i
�w
i Z
i
i
iQ
i
10
i V
i
� W ix
ME
�s
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
PVC CONDUIT (SEE WRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
WIRE NOTE
CONSTRUCTION NOTE
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
ONLY.
CONSTRUCTION NOTES
DROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING
CIRCUIT INSIDE JUNCTION BOX.
(D STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS.
POLE SCHEDULE
POLE
NO.
. L.
STREET
vo
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
00
CIRCUIT
NO.
�--
a
JERICHO AVE. N.E.
0 +92
LLJ
a oa
U
25'
8'
�°
:a E
2
_0
�E
�r o
c r4
c�
i
� ��fF
I
11111
0
0
w
to
0
c�
z
F
N * E. 5TH PL.
N88'20 45 W 11
N88'20'S3 "w sta nvi
N89'1 7'46OW 150.01
PORTION OF S.E. 1/4 OF SEC. 10, TWP* 23 N., R 5 E., W.M.
SCALE: 1" = 40'
0 20 40 80
i
�w
i Z
i
i
iQ
i
10
i V
i
� W ix
ME
�s
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
WITH CONCRETE PAD
PVC CONDUIT (SEE WRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
WIRE NOTE
CONSTRUCTION NOTE
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
ONLY.
CONSTRUCTION NOTES
DROUTE NEW CONDUIT TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING
CIRCUIT INSIDE JUNCTION BOX.
(D STUB OUT AND CAP CONDUIT 2' BEYOND EDGE OF PAVEMENT FOR FUTURE EXTENSION BY OTHERS.
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
2592C
JERICHO AVE. N.E.
0 +92
21' LT.
150
M —C —III
25'
8'
1
2
2604C
JERICHO AVE. N.E.
2 +28
21' LT.
150
'M —C-111
25'
8'
1
3
2606B
N.E. 5TH PL
3 +93
22.5' RT.
100
M —C —III
25'
8'
1
4
26398
N.E. 5TH PL.
2 +33
22.5' LT.
100
M —C —III
25'
8'
1
5
26088
N.E. 5TH PL.
0 +73
22.5' RT.
100
M —C —III
25
8'
1
6
26418
ILWACO AVE. N.E.
0 +27
22.5' RT.
100
M —C —III
25'
8'
1
7
26608
ILWACO AVE. N.E.
1 +81
22.5' LT.
100
M —C —III
25'
8'
1
8
2643B
ILWACO PL. N.E.
1+09
17.5' RT.
100
M —C —III
25'
f
1
9 A26458
ILWACO PL. N.E.
2 +59
17.5' RT.
100
M--C-111
25'
6 '
1
T - 31IS'OI
WIRING SCHEDULE
RUN
NO.
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
N.E16 5TH T. � HC?NE:.YPROOK I PI...A7 �
Q � Uj I I EXISTING PSE 100 WA t
� ! Z I.UMINAIRLS TO REMAIN� I
RECOMMEND D FOR APPROVAL
� � I� eY DA
� a mmi � I EXISTING CITY 150 WATT 1 HIE
HERMAN TRAFFIC ENGINEERING
WINDIONG PLAT ( LUMINAI TO REMAIN 1 � so BY DATE _� �'� �Q RD
89IN room It 4_11.4
I � L'3" BY DATE 1524 Southeast 133rd Court, Rtntong Nhah 96059
g y��I�►Il MR 01'��0° 42S•277.1740 tel. 425- 277 -5718 but I M.tom
ROLL 11 92
F I;t
2�1m4
'� ; �'' �-'•���1`'� SCANNED NOV • 7 2003
M