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CONSTRUCTION NOTES
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LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
NO.
LOCATION
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
4597B
B
BREMERTON AVE. N.E. 16 +80
2 2.5r RT.
100
89
25
2
4599B
B
BREMERTON AVE. N.E. 18 +68
22.5 RTJ
100
8
25'
3
46016
B
N.E. 2ND ST. 8 +90
26.5' LT.
100
12'
25'
4
4603B
B
N.E. 2ND ST. 10 +58
22.5 0 LT.
100
8'
25'
5
4605B
A
N.E. 2ND ST. 12 +44
22.5 LT.
100
8'
25'
6
4607B
A
N.E. 2ND ST. 14 +16
22.5' LT.
100
8'
25'
7
4609B
A
CHELAN AVE. N.E. 0 +46
22.5 RT.
100
8
25'
8
4611B
A
CHELAN AVE. N.E. 1+92
22.5' RT.
100
8'
25'
9
4613B
A
CHELAN CT. N.E. 0 +42
22.5' RT.
100
8'
25'
10
45986
A
CHELAN CT. N.E. 1+77
22.5' LT.
100
8'
25'
11
4600B
A
CHELAN CT. N.E. 3 +45
22.5 LT.
100
1
25'
12
46156
A
CHELAN CT. N.E. 4 +96
22.5' RT.
100
8'
25'
13
4618B
A
N.E. 2ND CT. 6 +51
22.5' LT.
100
8'
25'
14
4635B
A
N.E. 2ND PL. 0+75
22.5' LT.
100
8'
25'
15
4602B
A
DUVALL AVE. N.E. 10 +88
22.5' LT.
100
8'
25'
16
4604B
A
DUVALL AVE. N.E. 12 +59
31.5' LT.
100
14'
25'
17
4620B
A
DUVALL AVE. N.E. 14 +48
31.5 LT.
100
14'
25'
18
46228
A
DUVALL AVE. N.E. 16 +43
31.5' LT.
100
14'
25'
191
4624B
A
DUVALL AVE. N.E. 18 +12
31.5' LT.
100
14'
25'
WIRING SCHEDULE
CONDUIT
CONDUIT
CONDUCTORS
RUN
SIZE
NOTES
1
1.5" PVC (SCHEDULE 40)
2-- #6, 1 -#6 GREEN
2
1.5 PVC SCHEDULE 80),
2 -#6, 1 -#6 GREEN
T 31005421
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE RENTON STANDARDS COMPRISED OF THE
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, THE REFERENCED WSDOT STANDARD
PLANS, THE CITY OF RENTON STANDARD PLANS, THE CITY OF RENTON SUPPLEMENTAL
SPECIFICATIONS AND THESE PLANS.
2. REFER TO CORE DESIGN INC. PLANS FOR NEW CURB, GUTTER, SIDEWALK, CHANNELIZATION,
UTILITIES AND ROAD WIDENING INPROVEMENTS.
3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE
FIELD BY THE CONTRACTOR AS NECESSARY.
4. INSTALL ALL ILLUMINATION MATERIALS SHOWN ON THESE PLANS. ALL MATERIALS SHALL BE
NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY.
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE
CONTRACTOR SHALL CONTACT ALL PERTINENT AGENCIES 48 HOURS BEFORE COMMENCING
WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTLITIES. THE
CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY
UPON DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND COORDINATE THE DATE AND TIME
OF WORK FOR INSPECTION PURPOSES 48 HOURS BEFORE COMMENCING WORK.
8. SALVAGED MATERIALS SHALL REMAIN THE PROPERTY OF THE CITY OF RENTON AND BE
DELIVERED BY THE CONTRACTOR TO THE CITY SHOP.
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TRANSPORTATION PLANNING do ENGINEERING, INC.
2223 112TH AVE NE, SUITE 101, BELLEVUE WA 98004 (425)455 -5320
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