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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)
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TYPE 1 JUNCTION BOX
AWIRE
NOTE
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CONSTRUCTION NOTE
SCALE: 1" =
40'
0 20 40
80 N
N
CONSTRUCTION
NOTES
INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND
LUMINAIRE PER POLE SCHEDULE.
0 INSTALL TYPE 1 JUNCTION 130X WITH CONCRETE PAD. o
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LUMINAIRE SCHEDULE
LUM.
NO.
POLE
ID. NO.
CIRCUIT
N0.
LOCATION
OFFSET
(FEET)
LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
4597B
B
BREMERTON AVE. N.E. 16+80
22.5' RT.
100
8'
25'
2
4599B
B
BREMERTON AVE. N.E. 18+68
22.5' RT.
100
8'
25'
3
4601B
B
N.E. 2ND ST, 8+90
26.5' LT.
100
12'
25
4
4603B
B
N.E. 2ND ST. 10+58
22.5' LT.
100
8'
25'
5
4605B
A
N.E. 2ND ST. 12+44
22.5' LT.
100
8'
2`5'
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
4611 B
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
4598B
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
8'
25'
12
4615B
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
4604E
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
4622B
A
DUVALL AVE. N.E. 16+43
31.5' LT.
100
14'
25'
19
4624B
A
DUVALL AVE. N.E. 18+12
31.5' LT.
100
14'
25'
CONDUIT
CONDUIT
CONDUCTORS
RUN
SIZE
NOTES
ZL
1
1.59) PVC (SCHEDULE 40)
2-#6, 1-#6 GREEN
2
1.5" PVC (SCHEDULE 80)
2-#6, 1-#6 GREEN
T-3I95O1
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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EXPIRES 9/5/05
ETRANSPORTATION PLANNING & ENGINEERING, INC.
2223 112TH AVE NE, SUITE 101, BELLEVUE WA 98004 (425)455-5320
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