HomeMy WebLinkAboutT-296106O �
•r�
46
n
:3
PORTIONS SEC 16, TWP 23N, RGE 5E, W. M.
POLE SCHEDULE
0
ROAD
STATION
POLE
OFFSET
MOUNTING
" HEIGHT
ARC/
LENGTH
CIRCUIT
WATTAGE 1PHOTOMETRICS
COMMENT
CITY OF RENTON
LUMINAIRE ID
7
SE 4TH STREET
21 +93.5
22.5' LT
25'
in
2
looW
FLAT LENS
r-
Q
}-
30
240V
O
L.LJ
15
z
SPARE
M -C -111
r
8
SE 4TH STREET
46
n
:3
PORTIONS SEC 16, TWP 23N, RGE 5E, W. M.
7V0"#/ -201
L,
EKl S nNG BRE"ER SCHEDULE
POLE SCHEDULE
LUM.
POLE NO.
ROAD
STATION
POLE
OFFSET
MOUNTING
" HEIGHT
ARC/
LENGTH
CIRCUIT
WATTAGE 1PHOTOMETRICS
COMMENT
CITY OF RENTON
LUMINAIRE ID
7
SE 4TH STREET
21 +93.5
22.5' LT
25'
8'
2
looW
FLAT LENS
CIRCUIT 3
45758
15
30
240V
CIRCUIT 4
15
30
SPARE
M -C -111
r
8
SE 4TH STREET
22 +95.0
41.0' LT
25'
8'
2
100W
FLAT LENS
45768
M -C -111
9
SE 4TH STREET
23 +58.0
LT
25
8'
2
1 D0w
FLAT LENS
45778
1'23.0'
M -C -111
10
SE 4TH STREET
24 +76.5
22.5' LT
c 25'
8'
2
l ooW
FLAT LENS
45798
M -C -111
it
KIRKLAND PLACE SE
1+62.5
22.5' LT
25'
8'
2
i00W
FLAT LENS
45788
M -C -111
12
SE 4TH STREET
26 +46.0
22.5' LT
25'
8'
2
100W
FLAT LENS
45819
M -c -ill
13
LYNWOOD AVENUE SE
27 +80.0
22.5' LT
25'
8'
3
10ow
FLAT LENS
45808
M -C -111
14
LYNWOOD AVENUE SE
28 +67.5
22,5' LT
25'
8'
3
100W
FLAT LENS
4582B
M -C -Ill
15
SE 3RD STREET
10 +85.0
22.5' RT
25'
8'
3
1 DOW
FLAT LENS
45848
M -c -ul
16
SE 3RD STREET
9 +26.5
23.5' RT
25'
8'
3
10oW
FLAT LENS
4586B
M -C -Ill
17
SE 3RD STREET
7 +90.5
23.0' RT
25'
8'
3
1 DOW
FLAT LENS
4588B
Ad-C-111
18
KIRKLAND PLACE SE
2 +82.0
22.5' LT
25'
8'
3
100W
FLAT LENS
4590B
AW-C-111
19
SE 3RD STREET
6 +43.5
22.5' RT
i
25'
8'
3
100W
FLAT LENS
45928
M -C -Ill
20
KIRKLAND AVENUE SE
2 +58.0
22.5' LT I
25'
8'
3
100W
FLAT LENS
45948
M -C -Ill
21
KIRKLAND AVENUE SE
i -rS6.0
22.5' LT
25'
8'
3
100W
FLAT LENS
4596B
M -C -!!1
22
SE 3RD STREET
4 +97.0
24.5' RT
25'
8'
3
100W
FLAT LENS
4591B
13+44.0
M -C -111
23
SE 3RD STREET
22.5' RT
25'
8'
3
100W
FLAT LENS
45938
M -C -Ill
24
SE 3RD STREET
1+94.0
23.0' RT
25'
8'
3
loo
FLAT LENS
45958
Ad-C-111
7V0"#/ -201
L,
EKl S nNG BRE"ER SCHEDULE
SERVICE &
CIRCUITS
MAIN
BREAKER
AMPS
BRANCH
BREAKER
AMPS
CONTACTOR
AMPS
COMMENT
SERVICE
100
1201240V
CIRCUIT 1
15
30
240V
CIRCUIT 2
15
30
240V
CIRCUIT 3
ly�.�yl
15
30
240V
CIRCUIT 4
15
30
SPARE
v
ROLL .1'91
I
I
I
J
Fl;t 378
GENERAL NOITS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS !N
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
1- 800 - 424 -5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
956' MAXIMUM DRY DENSITY MODIFIED PROCTOR.
i INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND
CITY OF RENTON STANDARD PLANS, SHEETS !L4 AND IL5. TOP OF FOUNDATION SHALL BE FLUSH
WITH TOP OF SIDEWALK.
TRANSPORTATION ENGINEERING NORTHWEST, LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 806 9236
T - ?96106
KKR r
f.
35635
FS •FC S t I '%.4p � et
AL
J f 17r o 3
EXPIRES 12/20103
A
SCANNED NOV • 7 2003
4
11
ti
0
z
c_r
X b
-� rn
Qail.'
C)
ly�.�yl
a
"a
x�
-rri
a�
r
>�
11
ti
0