Loading...
HomeMy WebLinkAboutT-325504kn M a 3 ' w a 0 0 O i �o O O 3: z w n Q cn w O Q zCf,- CD W Q CD wz Z U � Cn 3: LLJ _J °6 O cl- S a 0 w U 111im i I o w 0 z k LUM. OLE N0. 1 3 4 5 6 7 8 9 10 11 12 73 74 15 16 17 ROAD HOQUTAM AVE NE HOQUTAM AVE NE NE 8TH CT NE 8TH CT NE 8TH CT NE 8TH CT ILWACO PL NE ILWACO PL NE ILWACO PL NE - ILWACO PL NE NE 6TH ST NE 6TH ST NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL STA TION 13 +33.0 15 +58.0 50 +39.5 51 +95.0 53+13.0 54 +34.0 55 +20.0 56 +82.0 58 +02.0 59 +37.0 70 +61.0 71+60.0 80 +40.5 81+42.5 82 +60.0 83+92.5 85 +69.0 POLE SCHEDULE POLE _OFFSET MOUNTING HEIGHT_ QLv 22.5' RT 30' 1 a o z v► N �c 14' O 22.5' LT 14' i 3-0 Q cz >-- z w 14' W a c' 14' U 14' 23.0' RT 14' cro c 22.5' LT 14' m'E 15.0' LT EF �E 21.5' LT 1 lllfV c 14' 4 c ` rn 14' 1 o� a c� S a 0 w U 111im i I o w 0 z k LUM. OLE N0. 1 3 4 5 6 7 8 9 10 11 12 73 74 15 16 17 ROAD HOQUTAM AVE NE HOQUTAM AVE NE NE 8TH CT NE 8TH CT NE 8TH CT NE 8TH CT ILWACO PL NE ILWACO PL NE ILWACO PL NE - ILWACO PL NE NE 6TH ST NE 6TH ST NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL NE 8TH PL STA TION 13 +33.0 15 +58.0 50 +39.5 51 +95.0 53+13.0 54 +34.0 55 +20.0 56 +82.0 58 +02.0 59 +37.0 70 +61.0 71+60.0 80 +40.5 81+42.5 82 +60.0 83+92.5 85 +69.0 POLE SCHEDULE POLE _OFFSET MOUNTING HEIGHT_ CIRCUIT 22.5' RT 30' 1 22.5' RT 27.0' RT 30' 1 14' 1 22.5' LT 14' i 22.5' RT 14' 1 22.5' L T 14' 1 22.5' RT 22.5' LT 14' 1 1 14' 23.0' RT 14' 1 22.5' LT 14' 1 15.0' LT 14' 14' 1 21.5' LT 1 26.0' RT 14' 1 22.5' LT 14' 1 22.5' RT 22.5' LT 14' 1 1 14' 14 23.0' Rr 1 LE �MH WATTAGE PHOTOMETRICS 6' 100W M -C -Ill 6' 100W Ad-C-111 LUMEC Z40 - -- 100W - -- 100W LUMEC Z40 - -- 100W LUMEC Z40 LUMEC 240 LUMEC Z40 LUMEC Z40 - -- 100W - -- 100W - -- 100W - -- 100W LUMEC Z40 - -- 100W LUMEC Z40 - -- 100W LUMEC 740 LUMEC Z40_ LUMEC Z40 - -- 100W - -- 100W - -- 100W LUMEC Z40 LUMEC Z40 LUMEC Z40 - -- 100W - -- 100W - -- 100W LUMEC Z40 1 2 LZ JUNCTION BOX (TYP.) �!l 4) V4� C 11 15 5 LUMINAIRE (TYP.) F -�6 (I 12. y � 7 f0 313, 1 CIRCUIT 1 WIRING DIAGRAM NOS TO SCALE 'ITY OF RENTON LUMINAIRE IDI 2571 B 2573 B 2574 B 2575 B 2576 B 2577 B 2578 B 2579 B 2580 B 2581 B 2583 B 2585 B 2582 B 2587 B 2584 8 2589 B 2588 B GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS, 1- 800 - 424 -5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. CONSTRUCTION_ NOTES 1 INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND CITY OF RENTON STANDARD PLANS, SHEETS IL5 AND IL6. TOP OF FOUNDATION SHALL BE FLUSH WITH TOP OF SIDEWALK. THE POLE SHALL MEET ALL REQUIREMENTS OF A CITY OF RENTON STANDARD ALUMINUM DAVIT POLE. 2 INSTALL BLACK LUMEC Z40 MEDIUM -TYPE 111 LUMINAIRE, 100 WATT HPS, ON 14' BLACK LUMEC Z40 POLE PER THE POLE SCHEDULE THIS SHEET, CITY OF RENTON STANDARD PLANS SHEET 5, AND DETAILS SHEET 6. POLE FOUNDATION SHALL BE PER CITY STANDARDS. OINSTALL CITY OF RENTON STANDARD SERVICE CABINET X0093 PER CITY OF RENTON STANDARDS. SEE DETAIL ON SHEET IL6. O1201240V POWER SOURCE TO BE PROVIDED BY PUGET SOUND ENERGY. TRENCH AND PROVIDE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY POWER SOURCE. LOCATION SHOWN IS APPROXIMATE, ACTUAL POWER SOURCE LOCATION MAY VARY. THE CONTRACTOR SHALL COORDINATE POWER SOURCE LOCATION WITH PSE. BREAKER SCHEDULE Svc # 0093 SERVICE & CIRCUITS MAIN , BREAKER AMPS BRANCH BREAKER AMPS CONTACTOR AMPS COMMENT SERVICE 100 1201240V CIRCUIT 1 20 30 240V CIRCUIT 2 20 30 240V SPARE CIRCUIT 3 20 30 240V SPARE TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98155 (425) SM 9236 ROLL 20.0 FIR 3.0 7 T- 32554 �jat-tick l 0�1 WA f • c^A dpi v� : W 0 E`S••c.,0/ STt V� AL EXPOES 12/20105 • CHECK FOR COMPLIANCE TO CI STANDARDS DATE } -'Cs � DATE7nliA � DATE C= , - 'o.' 326 5OA0