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HomeMy WebLinkAboutT-225301STREET 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 REGULATIONS AND TAKE PRECAUTIONS THAT MAY BE REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON VOL TA GE. 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 LUMINAIRE, ARM �( AND ALUMINUM DAVIT STYLE POLE ® STREET LIGHT CONTACTOR CABINET AND FOUNDATION (METERED) BOX STYLE LUMINAIRE, ARM AND ALUMINUM POLE B TYPE 1 JUNCTION BOX WITH CONCRETE PAD � CONCRETE PAD LIGHT BASE AND TYPE 1 JUINC HON BOX A WIRE NOTE - - - - PVC CONDUIT (SEE WIRING SCHEDULE) O CONSTRUCTION NOTE CONSTRUCTION NOTES 1O INSTALL FOUNDATION AND NON- METERED STREET LIGHT CONTACTER CABINET AT STA. 54 +88, 29.5' RT. PER STANDARD DETAILS. OINSTALL FOUNDATION AND METERED STREET LIGHT CONTACTOR CABINET AT STA. 11 +98, 18.5' LT. THE CABINET SHALL BE SKYLINE ELECTRIC SERIES #47700. O3 INSTALL TWO 2" PVC (SCHED. 80) CONDUIT RISERS 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 2525F 55 +83 28.5' RT. 250 35' 8' CITY 1 TALBOT RD. S. 2 2527F 54 +11 28.5' RT. 250 35' 8' CITY 1 TALBOT RD. S. 3 2529F 52 +40 28.5' RT. 250 35' 8' CITY 1 TALBOT RD. S. 4 P7014K 0 +53 18.5' RT, 100 18' 0.5' PRIVATE 1 S. 47TH ST. 5 P7013K 1 +69 26.5' LT. 1 100 18' 0.5' PRIVATE 1 S. 47TH ST. 6 P7012K 2 +65 18.5' RT. 100 18' 0.5' PRIVATE 1 S. 47TH ST. 7 P7011K 3 +79 18._' LT. 100 18' 0.5' PRIVATE 1 S. 47TH ST. 8 P7009K 4 +90 18.: ' LT. 100 18' 0.5' PRIVATE 1 S. 47TH ST. 9 P7007K 6 +00 18.5' RT. 100 18' 0.5' PRIVATE 1 MORRIS AVE. S. 10 P7005K 7 +09 18. F' RT. 100 18' 0.5' PRIVATE 1 MORRIS AVE. S. 11 P7004K 8 +31 18.t LT. 1 100 18' 0.5' PRIVATE 1 S. 46TH PL. 12 P7002K 9 +48 18.5' LT. 100 18' 0.5' PRIVATE 1 S. 46TH PL. 13 P7001K 10 +43 18.5' RT. 100 18' 0.5' PRIVATE 1 S. 46TH PL. 14 P7000K 11 +57 18.5' LT. 100 18' 0.5' PRIVATE 1 S. 46TH PL. WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS Z 2" PVC (SCHEDULE 80) 3 - #2 SERVICE 22 1.5" PVC (SCHEDULE 40) 2 - #10, 3 - #12, 1 - #6 BARE Z3 1.5" PVC (SCHEDULE 40) 2 - #10 A4 1.5" PVC (SCHEDULE 40) 2 - #10, 1 - #6 BARE A5 1.5" PVC (SCHEDULE 80) 2 - #10 A6 2" PVC (SCHEDULE 40) 2 - #10, 3 - #12 Z7 2" PVC (SCHEDULE 40) 2 - #10 A2" PVC (SCHEDULE 80) 2 - #10 2" PVC (SCHEDULE 40` SPARE WITH PULLSTRING 7Ro -,0,* " ',? If r r r _I I _AI r 19 18 17 16 15 14 13 12 11 10 9 8 7 6 R 148�% GENERAL NOTES 1. SEE SPECIFICATIONS DOCUMENT FOR PRIVATE STREET LIGHTING SYSTEM EQUIPMENT. TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (206) 455 -5320 FAX (206) 4j3 -7180 La dSrnying Land Use Planning A Landscape Amhft ct- W a o Z O ® _ ;v a 2C4 Z � Q J 0 3 Z rWY D O 2 LL LL O °II°' � Q } w U� a a a T.2,253 OPr� wASVy NCF ti c y � 16615 MAIL RfC /STERF'� EXPIRES 9/5/97 FOR APPROVAL By Ske D., 2 O 2 'x 1 ® j M® V i j 1 MARTIN 'Z of wASV,,�c� may° o� r 30730 RfCI STEIIFP aNI�E� 8 -s -96 EXPIRES 01/31/97 STAMP NOT VALM UNLESS SIGNED AND DATED JOB M&IBER 95 -202 _ SNSETNUMBER 30 35� 1 i I I I i l i i Ii i i I I I T1 6 7 8 9 10 11 12 13 14 15 16 17 18 19