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Home My WebLink AboutT-224601SEC. 10 TWP. 23 N. RGE. 5 E. W.M. 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. AL(K)EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT FAILURE FOR A PERIOD OF ONE YE ^,R 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 TO BE TYPE USE -RHH (XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL CIRCUIT TO 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. POLE ID NO. 1 NO. CONDUIT CONDUCTORS 5 1.5" PVC (SCHEDULE 40) 14 1 5 6 4 4 A6 NE 6TH ST. Z7 1.5" PVC (SCHEDULE 40) O s. EX. 4" PVC (SCHEDULE 80) 2 - #6 21.5' LT z 4 5 -- — 3 9r" °- - D 12° - to 100 72 . 6' EX. A -1 - i — —_ —. 1 8 +90 1 21.5' LT 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 6' 1 EX. BREMERTON 5 — Z 21.5' LT - - 30' AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED m — — — — — L15' WIDE UTILITY, — — I-- 13- -- -.- 15" WIDE .. I 40' 13. INGRESS /EGRESS ESM' - T. DUVALL o ; o, 4 - UTILITY - 400 i ORG. REC. NO. 5922910 C -2 DUVALL o !cn m V ESM'T. RE C. 5 NO. 3070189 I I 14. ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24 CORRECTED REC. NO. Co % INCHES OF COVER. NE 6TH ST. I i ( _ _._ 5947064 PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. EXISTING LUMINAIRE TO BE 30° REPLACED WITH 100 W HPS m M -C -III LUMINAIRE 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. AL(K)EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT FAILURE FOR A PERIOD OF ONE YE ^,R 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 TO BE TYPE USE -RHH (XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL CIRCUIT TO 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. RUN POLE ID NO. m NO. CONDUIT CONDUCTORS MAST ARM 1.5" PVC (SCHEDULE 40) 2 - #10 1 1.5" PVC (SCHEDULE 40) 2 - #10, 1 - #8 BARE A6 15' PVC (SCHEDULE 80) 2 - #10 Z7 1.5" PVC (SCHEDULE 40) O ZL EX. 4" PVC (SCHEDULE 80) 2 - #6 21.5' LT z 4 5 EX. A -1 6TH ST D 12° 10 +64 21.5' LT 100 25' 6' EX. A -1 6TH ST 4 m 1 8 +90 1 21.5' LT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 6' 1 EX. BREMERTON 5 COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK Z 21.5' LT 100 30' AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED m BREMERTON 31 2-158 H BY THE POWER COMPANY- 41.5' LT 400 40' 13. NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED DUVALL o ; o, 4 7 +70 WITHIN THE SIDEWALK. 400 i 12' C -2 DUVALL o !cn m V 14. ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24 * STANDARD DAVIT POLE, SEE STREET g lC� I DETAILS INCHES OF COVER. i ( 15. PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. EXISTING LUMINAIRE TO BE REPLACED WITH 100 W HPS M -C -III LUMINAIRE BY CITY BY BY WIRING SCHEDULE — THIS SHEET ONLY ,off RUN POLE ID NO. POLE LOCATION NO. CONDUIT CONDUCTORS MAST ARM 1.5" PVC (SCHEDULE 40) 2 - #10 1 1.5" PVC (SCHEDULE 40) 2 - #10, 1 - #8 BARE A6 15' PVC (SCHEDULE 80) 2 - #10 Z7 1.5" PVC (SCHEDULE 40) 2 - #6 ZL EX. 4" PVC (SCHEDULE 80) 2 - #6 0 C D F_ F_ m Z m f I k;r1tcK =7) FOB POLE SCHEDULE — THIS SHEET ONLY POLE NO. POLE ID NO. POLE LOCATION POLE OFFSET LAMP WATTAGE MOUNTING HEIGHT. MAST ARM CIRCUIT NO. REMARKS 1 2151 C 7 +67 21.5' LT 100 25' 6' EX. A -1 6TH ST 2 2"7s2t 9 +17 21.5' LT 100 25' 6' EX. A -1 6TH ST 3 21536 10 +64 21.5' LT 100 25' 6' EX. A -1 6TH ST 4 2is5G 1 8 +90 1 21.5' LT 1 100 1 30' 1 6' 1 EX. BREMERTON 5 2-7s -7 r 12 +20 21.5' LT 100 30' 6' EX. BREMERTON 31 2-158 H 11 +30 41.5' LT 400 40' 12' C -2 DUVALL 32 21 7 +70 41.5' LT 400 40' 12' C -2 DUVALL — -3 y6 E ate I A 1 OSPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING TYPE 1 JUNCTION BOX. O LOCATE EXISTING 4" CONDUIT AND SWEEP CONDUIT INTO NEW TYPE 1 JUNCTION BOX. -- f 1 I I + i ®I 18 17 16 15 14 13 12 11 10 9 8 7 6 Rt47 OX _0180 42' 42' 12 .97 10 0 s 8 7 Ga LEGEND TYPE M -C -3 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE CONCRETE PAD LIGHT BASE AND TYPE 1 JUNCTION BOX — — — EXISTING LUMINAIRE TO BE ® STREET LIGHT CONTACTOR CABINET AND FOUNDATION -- _ ® TY 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE REPLACED WITH 100 W HPS M -C -III LUMINAIRE BY CITY NOTE REcoMjV FOR APPI * STANDARD DAVIT POLE, SEE STREET LIGHTING DETAILS Bly ` '- BY BY OSPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING TYPE 1 JUNCTION BOX. O LOCATE EXISTING 4" CONDUIT AND SWEEP CONDUIT INTO NEW TYPE 1 JUNCTION BOX. -- f 1 I I + i ®I 18 17 16 15 14 13 12 11 10 9 8 7 6 Rt47 OX _0180 42' 42' 12 .97 10 0 s 8 7 Ga oPP� H. R"�"yF Y W730 � �QF'rS /CNAL ENG'\�� EXPIRES 9/5/97 EXPIRES 01/31/97 7 2244, TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (206) 455 -5320 FAX (206) 453 -7180 I A I I I I I I I I I 1 6 7 8 9 10 11 12 13 14 1 1 15 16 17 18 19 LEGEND TYPE M -C -3 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE CONCRETE PAD LIGHT BASE AND TYPE 1 JUNCTION BOX — — — — PVC CONDUIT (SEE WIRING SCHEDULE) ® STREET LIGHT CONTACTOR CABINET AND FOUNDATION -- _ ® TY 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE oPP� H. R"�"yF Y W730 � �QF'rS /CNAL ENG'\�� EXPIRES 9/5/97 EXPIRES 01/31/97 7 2244, TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON 98004 TEL. (206) 455 -5320 FAX (206) 453 -7180 I A I I I I I I I I I 1 6 7 8 9 10 11 12 13 14 1 1 15 16 17 18 19