HomeMy WebLinkAboutT-224701I
T o-
STREET LIGHTING NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS AND THE LATEST
EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
AND MUNICIPAL CONSTRUCTION BY WSDOT AND APWA
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS. IN
THE CASE OF CONFLICTS, THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON SHALL BE USED.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY. FOR UTILITY LOCATE CALL 1- 800 - 424 -5555.
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
GRADE OR QUALITY, EXCEPT AS NOTED. ALL EQUIPMENT
FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT
FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE
BY THE CITY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE
EARLIEST POSSIBLE DATE.
5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY
AGENCY'S REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PERTINENT UTILITY AGENCIES FORTY -EIGHT (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 UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
DAMAGE.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUCTION ENGINEERING DIVISION AT 277 -5570 FOR
INSPECTION PURPOSES TWENTY -FOUR (24) HOURS BEFORE
COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT
HAS BEEN EXAMINED BY THE ENGINEER.
8. CAUTION - OVERHEAD ELECTRICAL SERVICE LINES ARE NOT
SHOWN ON THE DRAWINGS: THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY
LAW AND REGULATInNS AND TAKE PRECAUTIONS THAT MAY BE
REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO
THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON
VOLTAGE.
9. MAINTAIN CLEARANCES FROM SUCH FEATURES SUCH AS
PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND
ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS
SHALL BE 10 -FEET, MINIMUM CLEARANCE FROM CURB 30- INCHES.
10, ALL CONDUCTORS FOR STREET LIGHTING SHALL HAVE TYPE USE -RHH
(XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL
CIRCUIT SHALL BE THHN.
11. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND
ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL
ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK.
THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIAL NOT
PROVIDED BY THE POWER COMPANY.
13. NO HANDHOLES, POLES, OR JUNCTION BOXES SHALL BE LOCATED
WITHIN THE SIDEWALK.
14. ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24
INCHES OF COVER,
15. THE CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS AT
COMPLETION OF PROJECT.
LEGEND ® STREET LIGHT CONTACTOR CABINET
AND FOUNDATION (NON- METERED)
COBRA HEAD STYLE LUMINPJRE, ARM
j AND ALUMINUM DAVIT STYLE POLE TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
f� CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTION BOX WIRE NOTE
- -- PVC CONDUIT (SEE WIRING SCHEDULE) O CONSTRUCTION NOTE
CONSTRUCTION NOTES
O1 INSTALL FOUNDATION AND NON- METERED STREET LIGHT CONTACTER CABINET
AT STA. 33 +37, 23.5' LT. PER STANDARD DETAILS.
O INSTALL 2" PVC (SCHED. 80) CONDUIT RISER ON EXISTING UTILITY POLE WITH STANDOFF BRACKETS
TO TEN FEET ABOVE GRADE. INSTALL SERVICE CONDUCTORS AND COIL ADDITIONAL 25' OF CONDUCTORS
AT TOP OF RISER. COORDINATE FOR SERVICE CONNECTION BY PSP &L
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
MOUNTING
HEIGHT
MAST
ARM
SERVICE
CIRCUIT
NO.
REMARKS
1
52088
10 +87
24' LT.
100
25'
8'
CITY
1
BURNETT AVE. S.
2
SZO98
12 +54
15' LT.
100
25'
8'
CITY
1
BURNETT AVE. S.
3
520513
31 +60
23.5' LT.
100
25'
8'
CITY
1
S. 19TH FT.
4
52078
33+32
23.5' LT.
100
25'
8'
CITY
1
S. 19TH ST.
5
5201c
22 +67
26' RT.
150
30'
10'
CITY
1
TALBOT RD. S.
6
52o3G
21 +02
26' RT.
150
30'
10'
CITY
1
TALBOT RD. S.
WIRING SCHEDULE
RUN
WA��F
Oy��c NOS
TRANSPORTATION PLANNING
�P� & ENGINEERING, INC.
2101 112TH AVE NE, SUITE 110,
BELLEVUE WA 98004 (206)455 -5320
NO.
CONDUIT
CONDUCTORS
A2"
PVC (SCHEDULE 80)
3 - #2 SERVICE
A
1 1.5" PVC (SCHEDULE 40)
2 - #10, 3 - #12, 1 - #8 BARE
O1.5"
PVC (SCHEDULE 40)
2 - #10
A4
1.5" PVC (SCHEDULE 40)
2 - #10, 1 - #8 BARE
A5
1.5" PVC (SCHEDULE 80)
2 - #10
a6
1.5" PVC (SCHEDULE 40)
FUTURE
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
9 18 17 16 15 14 13 12 11 10 9 8 '7 6 Rt47 OX '019 3
S- 1 -% To??f7
WA��F
Oy��c NOS
TRANSPORTATION PLANNING
�P� & ENGINEERING, INC.
2101 112TH AVE NE, SUITE 110,
BELLEVUE WA 98004 (206)455 -5320
GROUP FOUR,Inc.
qPQ Rf
°/STE
ONAL ENG\
16030 dUANITA— fY00DdNVILLE WAY NE
I
B0TR9LL,WASRLVGT0N 98011
(208)775 -4581 • (208)382 -4244 • FAX(206)362 -3819
EXPIRES 9/5/9
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