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Home My WebLink AboutT-2246075hU. lU I WN. 23 N. HGt. 5 t. W.M. 1 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. ALLL 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 1'241 HOURS BEFORE POLE ID NO. POLE LOCATION NO. 1 CONDUCTORS MAST ARM 1.5" PVC (SCHEDULE 40) 2 - #10 5 — — — -14 5 I l6 4 - - -- -. 4.. R� 2 - #10 2 1.5" PVC (SCHEDULE 40) 2 - #6 e' 3 2 - #6 6' EX. A -1 -- 10 — 5 21.5' LT 3 / 12 YL —:-'_ _ — 4 — — 8 +90 21.5' LT 100 30' 6' EX. - -- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 12 +20 21.5' LT - - -- - -- _ -- - COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK z BREMERTON 31 AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED 41.5' LT 15' WIDE UTILITY 40' 12' BY THE POWER COMPANY. DUVALL z; 15' WIDE UTILITY, INGRESS /EGRESS ESM 'T. 13. NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED 400 ESM'T REC. N O. 3070ia9 4 5 I I WITHIN THE SIDEWALK. 33 ORG. REC. NO. 5922910 CORRECTED NO. .REC. 5947064 I 41.5' RT 400 40' 12' NE 6TH ST. 14. -- m 30 I! 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. ALLL 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 1'241 HOURS BEFORE RUN POLE ID NO. POLE LOCATION NO. CONDUIT CONDUCTORS MAST ARM 1.5" PVC (SCHEDULE 40) 2 - #10 1 — — — 7 +67 :0 I 2 - #10, 1 - #8 BARE 6' 1.5" PVC (SCHEDULE 80) 2 - #10 2 1.5" PVC (SCHEDULE 40) 2 - #6 21.5` LT EX. 4" PVC (SCHEDULE 80) 2 - #6 6' EX. A -1 6TH ST 3 5 21.5' LT 100 D 12 EX. A -1 6TH ST 4 m 8 +90 21.5' LT 100 30' 6' EX. BREMERTON 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 12 +20 21.5' LT 100 30' COORDINATION WITH THE POWER COMPANY FOR SERVICE WORK z BREMERTON 31 AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED 41.5' LT 400 40' 12' BY THE POWER COMPANY. DUVALL z; 13. NO HANDHOLDS, POLES, OR JUNCTION BOXES SHALL BE LOCATED 400 o` 4 EX. A -1 WITHIN THE SIDEWALK. 33 O0 r rn I 41.5' RT 400 40' 12' o €01 DUVALL 14. ALL STREET LIGHTING CONDUIT SHALL HAVE A MINIMUM OF 24 INCHES OF COVER. 1; _ 15. PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT. EXISTING LUMINAIRE TO BE REPLACED WITH 100 W HPS M -C -III LUMINAIRE BY CITY. WIRING SCHEDULE - THIS SHEET ONLY I ' RUN POLE ID NO. POLE LOCATION NO. CONDUIT CONDUCTORS MAST ARM 1.5" PVC (SCHEDULE 40) 2 - #10 1 — — — 7 +67 21.5' LT 1.5" PVC (SCHEDULE 40) 2 - #10, 1 - #8 BARE 6' 1.5" PVC (SCHEDULE 80) 2 - #10 2 1.5" PVC (SCHEDULE 40) 2 - #6 21.5` LT EX. 4" PVC (SCHEDULE 80) 2 - #6 42' 4 I, I' z 0 0 0 � 4 I C IF 6 F_ N ;I ol00 D Z m 6 COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT I , HAS BEEN .EXAMINED BY THE ENGINEER. Tab-223607 ' POLE SCHEDULE - THIS SHEET ONLY 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. I 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. POLE NO. POLE ID NO. POLE LOCATION POLE OFFSET LAMP WATTAGE MOUNTING HEIGHT* MAST ARM CIRCUIT N0. REMARKS 1 — — — 7 +67 21.5' LT 100 25' 6' EX. A -1 6TH ST 2 CONCRETE PAD 9 +17 21.5` LT 100 25' 6' EX. A -1 6TH ST 3 10 +64 21.5' LT 100 25' 6' EX. A -1 6TH ST 4 1 8 +90 21.5' LT 100 30' 6' EX. BREMERTON 5 12 +20 21.5' LT 100 30' 6' EX. BREMERTON 31 11 +30 41.5' LT 400 40' 12' EX. A -1 DUVALL 32 7 +70 415 LT 400 40' 12' EX. A -1 DUVALL 33 9 +50 41.5' RT 400 40' 12' EX. A -1 DUVALL 1 I !' a I EXISTING LUMINAIRE TO BE REPLACED WITH 100 W HPS M -C -III LUMINAIRE BY CITY 10. ALL CONDUCTORS FOR STREET LIGHTING TO BE TYPE USE -RHH * STANDARD DAVIT POLE, SEE STREET LIGHTING DETAILS (XLP) INSULATION. CONDUCTOR ,INSULATION FOR PHOTO CELL ?- CIRCUIT TO BE THHN. 11. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND 1O SPLICE CONDUCTORS TO EXISTING LIGHTING CIRCUIT IN EXISTING TYPE 1 JUNCTION BOX. ANY DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL - ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS. 07' 14 42' 1 3 - aT•c 1 42' 10 9 �IG MATCHLINE STA. 14 +50 SEE SHEET C -33 v s 0 d SCALE: 1 " = 40' 0 0 0 0 �l ARA y P 3073D O REGI Ek�`"� f'SS'ONAL ENS\ EXPIRES 01/31/99 -, TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON. 98004 TEL. (206) 455 -5320 FAX (206) 453 -7180 LEGEND TYPE M -C -3 H.P.S. LUMINAIRE, ARM �( AND ALUMINUM DAVIT STYLE POLE FED CONCRETE PAD LIGHT BASE AND TYPE 1 JUNCTION BOX — — — PVC CONDUIT (SEE WIRING SCHEDULE) ® STREET LIGHT CONTACTOR CABINET AND FOUNDATION 9 TYPE 1 JUNCTION BOX WITH CONCRETE PAD 90 "1 ao WIRE NOTE o OCONSTRUCTION NOTE �l ARA y P 3073D O REGI Ek�`"� f'SS'ONAL ENS\ EXPIRES 01/31/99 -, TRANSPORTATION PLANNING & ENGINEERING, INC. 2101 -112TH AVENUE NORTHEAST, SUITE 110 BELLEVUE, WASHINGTON. 98004 TEL. (206) 455 -5320 FAX (206) 453 -7180 y 9 � d � < 0 °z N a N r m :1 i�-1.S � / � JLSLO 0/ .�eiA;�rvEix�R'ti 'a!�zwo R� F ,W 1 y 9 � d � < 0 °z N a N r m :1