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HomeMy WebLinkAboutT-183601NW 1/4 SEC 3- TWP 23 N RGE 5E W IRA JLcc Sf/EE q w B Fe7.P u£7AiC 0 , : s . a SO ; . 1B 2F ` 21 Ca 3 (TY1� IL 54 ) SOLID LOCKING UD 16 15 14 1 3 ?Q/ " } i L ° U 1.54.73-15.11'LTZ � 13� - I) I r SCALE I =40' IU AcL�SS UJ .19' FT C C13 5A I 5EE DETAIL cr G ( � Z,Oi_ID LOOdK3G UO m - <� L,J X]41IGUP 1 4 9-IEE? 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WATTAGE H ID. NO. REMARKS 14 0 +83 BREMERTON AVE. N.E. 23' LT. 1 100 25' 3640B 15 2 +95 BREMERTON AVE. N.E. 23' RT. 1 100 25' 3641 B 16 1 +00 N.E. 21ST PLACE 23' LT. 1 100 25' 36435 17 2 +80 N.E. 21ST PLACE 23' RT. 1 100 25' 36446 18 4 +00 N.E. 21ST PLACE 23' LT. 1 100 25' 36456 19 5 +15 N.E. 21ST PLACE 25' RT." 1 100 25' 36468 ' "52' RADIUS W.R.T. CTR STA 4 +70 20 0 +40 DUVALL AVE. N.E. 37' LT. 2 250 40' 365OF 21 2 +90 DUVALL AVE. N.E. 37' LT. 2 250 40' 3652F ' STANDARD DAVIT POLE DETAIL, SHEET 2 OF 3. WI R I N G S C H E D U LE RUN No. CONDUIT CONDUCTORS Q1 1.5' PVC (SCHEDULE 40) 2 #8, 1 #8 BARE Z% 1.5' PVC (SCHEDULE 40) 2 #8 ® 1.5- PVC (SCHEDULE 80) 2 #8 As EX. 1.5' EX. 2 #8, EX. 1 #8 BARE © EX. 1.5" EX. 2 #8 ® EX. 1.5' EX. 2 #8. EX. 3 #14, EX. 1 #8 BARE EX. 1.5' EX. 4 #8, EX. 3 #14, EX. 1 #8 BARE R•sg3°. �1 0E}iIAIDVEW N Z PIPE SPECIFICATIONS `r ^ � �1R 2P i ' A to" LLB GK ROC,— J - K �iJ' S AGLEhs EStviT -- � Q r ': 12 \j 'i � I I QISER ZA v ("EL rETS.ILj .•. r Oi f- B A - ? { 0.,jZ2919_T GENERAL N0 ES /Z . .. - 1. ALL WORK SHALL BE IN AOCORDANCH WITH THE o - I PROJECT SPECIFICATKNIS AND THESE PLANS. > 2 THE' LOCATIONS OF FEATURES SHOWN ARE \ o APPROXIMATE AND SHALL BE VEAIFIEO IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3 INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS. EXCEPT AS NOTED. ALL ` I MATERIALS SHALL BE NEW AND OF THE BEST `. E + )l . Z `P AVAHJIBLE GRADE OR QUALITY, EXCEPT AS NOTED. r 4. THE- CONTRACTOR-SHALL SUBMIT A REQUEST TO v o N THE CITY -OF RENTON FOR MATERIALS APPROVAL loll - AT THE EARLIEST POSSIBLE DATE. ^ _. m 3 5 ALL WORK SHALL BE CONSISTENT WITH UTILITY ti M AGENCY REQUIREMENTS. THE CONTRACTOR d ! Z SHALL CONTACT ALL PERTINE UTILITY NT UTY AGENCIES NE 0 T H 5 T 48 HOURS BEFORE COMMENCING WORK, AND ' SHALL OOORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 4 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 TRAFFIC ENGINEERING DIVISION (PHONE 235 -2620) FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. O ZI , zI SPLICE NEW Zug Ta ISW EXTG Z*8 FOR CIRCUIT L E G E N D tf> NO. 2 IN EJCLS `IN G JUNG -noN BOX. a , STANDARD 25' DAVIT POLE WITH 8' LUMINAIRE ARM Q TYPE M -C -111 FLAT LENS LUMINAIRE, AND 100W H.P. . LAMP STANDARD 40' DAVIT POLE WITH B' LUMINAIRE ARM, O a —` TYPE M -N -111 DROP LENS LUMINAIRE, AND 25OW H.P.S. LAMP ® /R Q Z CONCRETE PAD LIGHT BASE AND JUNCTION BOX TYPE 1 ® JUNCTION BOX TYPE 1 WITH CONCRETE PAD /yj� — --- PVC CONDUIT (SEE WIRING SCHEDULE) HV EXISTING STREET LIGHT CONTACTOR CABINET AND FOUNDATION Q W oZ Y• r. i EXISTING STREET LIGHT POLE AND EXISTING LUMINAIRE Zi ........ HEN °. °° '>_ A � a kA POLE IDENTIFICATION NUMBER EXISTING CONCRETE PAD LIGHT BASE WITH JUNCTION BOX ° ° °° �S••• °•ENV \i:_° (. %Ie -2to [>c EXISTING JUNCTION BOX °w• � /D" %lam ��% DESIGNED BY E.51LL ( TRANSPORTATION PLANNING & ENGINEERING, INC. th - - - - -- EXISTING CONDUIT ! { Of $ CHECKED BY D. ENGEIC 1 E P DATE 10-19-65 I 2101 712 AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206) 455 -5 320 $9 -$002 RoG37 89 R•sg3°. �1 0E}iIAIDVEW N Z PIPE SPECIFICATIONS `r ^ � �1R 2P i ' A to" LLB GK ROC,— J - K �iJ' S AGLEhs EStviT -- � Q r ': 12 \j 'i � I I QISER ZA v ("EL rETS.ILj .•. r Oi f- B A - ? { 0.,jZ2919_T GENERAL N0 ES /Z . .. - 1. ALL WORK SHALL BE IN AOCORDANCH WITH THE o - I PROJECT SPECIFICATKNIS AND THESE PLANS. > 2 THE' LOCATIONS OF FEATURES SHOWN ARE \ o APPROXIMATE AND SHALL BE VEAIFIEO IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3 INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS. EXCEPT AS NOTED. ALL ` I MATERIALS SHALL BE NEW AND OF THE BEST `. E + )l . Z `P AVAHJIBLE GRADE OR QUALITY, EXCEPT AS NOTED. r 4. THE- CONTRACTOR-SHALL SUBMIT A REQUEST TO v o N THE CITY -OF RENTON FOR MATERIALS APPROVAL loll - AT THE EARLIEST POSSIBLE DATE. ^ _. m 3 5 ALL WORK SHALL BE CONSISTENT WITH UTILITY ti M AGENCY REQUIREMENTS. THE CONTRACTOR d ! Z SHALL CONTACT ALL PERTINE UTILITY NT UTY AGENCIES NE 0 T H 5 T 48 HOURS BEFORE COMMENCING WORK, AND ' SHALL OOORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 4 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 TRAFFIC ENGINEERING DIVISION (PHONE 235 -2620) FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. O ZI , zI SPLICE NEW Zug Ta ISW EXTG Z*8 FOR CIRCUIT L E G E N D tf> NO. 2 IN EJCLS `IN G JUNG -noN BOX. a , STANDARD 25' DAVIT POLE WITH 8' LUMINAIRE ARM Q TYPE M -C -111 FLAT LENS LUMINAIRE, AND 100W H.P. . LAMP STANDARD 40' DAVIT POLE WITH B' LUMINAIRE ARM, O a —` TYPE M -N -111 DROP LENS LUMINAIRE, AND 25OW H.P.S. LAMP ® /R Q Z CONCRETE PAD LIGHT BASE AND JUNCTION BOX TYPE 1 ® JUNCTION BOX TYPE 1 WITH CONCRETE PAD /yj� — --- PVC CONDUIT (SEE WIRING SCHEDULE) HV EXISTING STREET LIGHT CONTACTOR CABINET AND FOUNDATION Q W oZ Y• r. i EXISTING STREET LIGHT POLE AND EXISTING LUMINAIRE Zi ........ HEN °. °° '>_ A � a kA POLE IDENTIFICATION NUMBER EXISTING CONCRETE PAD LIGHT BASE WITH JUNCTION BOX ° ° °° �S••• °•ENV \i:_° (. %Ie -2to [>c EXISTING JUNCTION BOX °w• � /D" %lam ��% DESIGNED BY E.51LL ( TRANSPORTATION PLANNING & ENGINEERING, INC. th - - - - -- EXISTING CONDUIT ! { Of $ CHECKED BY D. ENGEIC 1 E P DATE 10-19-65 I 2101 712 AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206) 455 -5 320 $9 -$002 RoG37 89 1. ALL WORK SHALL BE IN AOCORDANCH WITH THE o - I PROJECT SPECIFICATKNIS AND THESE PLANS. > 2 THE' LOCATIONS OF FEATURES SHOWN ARE \ o APPROXIMATE AND SHALL BE VEAIFIEO IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3 INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS. EXCEPT AS NOTED. ALL ` I MATERIALS SHALL BE NEW AND OF THE BEST `. E + )l . Z `P AVAHJIBLE GRADE OR QUALITY, EXCEPT AS NOTED. r 4. THE- CONTRACTOR-SHALL SUBMIT A REQUEST TO v o N THE CITY -OF RENTON FOR MATERIALS APPROVAL loll - AT THE EARLIEST POSSIBLE DATE. ^ _. m 3 5 ALL WORK SHALL BE CONSISTENT WITH UTILITY ti M AGENCY REQUIREMENTS. THE CONTRACTOR d ! Z SHALL CONTACT ALL PERTINE UTILITY NT UTY AGENCIES NE 0 T H 5 T 48 HOURS BEFORE COMMENCING WORK, AND ' SHALL OOORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. 4 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 TRAFFIC ENGINEERING DIVISION (PHONE 235 -2620) FOR INSPECTION PURPOSES, 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. O ZI , zI SPLICE NEW Zug Ta ISW EXTG Z*8 FOR CIRCUIT L E G E N D tf> NO. 2 IN EJCLS `IN G JUNG -noN BOX. a , STANDARD 25' DAVIT POLE WITH 8' LUMINAIRE ARM Q TYPE M -C -111 FLAT LENS LUMINAIRE, AND 100W H.P. . LAMP STANDARD 40' DAVIT POLE WITH B' LUMINAIRE ARM, O a —` TYPE M -N -111 DROP LENS LUMINAIRE, AND 25OW H.P.S. LAMP ® /R Q Z CONCRETE PAD LIGHT BASE AND JUNCTION BOX TYPE 1 ® JUNCTION BOX TYPE 1 WITH CONCRETE PAD /yj� — --- PVC CONDUIT (SEE WIRING SCHEDULE) HV EXISTING STREET LIGHT CONTACTOR CABINET AND FOUNDATION Q W oZ Y• r. i EXISTING STREET LIGHT POLE AND EXISTING LUMINAIRE Zi ........ HEN °. °° '>_ A � a kA POLE IDENTIFICATION NUMBER EXISTING CONCRETE PAD LIGHT BASE WITH JUNCTION BOX ° ° °° �S••• °•ENV \i:_° (. %Ie -2to [>c EXISTING JUNCTION BOX °w• � /D" %lam ��% DESIGNED BY E.51LL ( TRANSPORTATION PLANNING & ENGINEERING, INC. th - - - - -- EXISTING CONDUIT ! { Of $ CHECKED BY D. ENGEIC 1 E P DATE 10-19-65 I 2101 712 AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206) 455 -5 320 $9 -$002 RoG37 89 ........ HEN °. °° '>_ A � a kA POLE IDENTIFICATION NUMBER EXISTING CONCRETE PAD LIGHT BASE WITH JUNCTION BOX ° ° °° �S••• °•ENV \i:_° (. %Ie -2to [>c EXISTING JUNCTION BOX °w• � /D" %lam ��% DESIGNED BY E.51LL ( TRANSPORTATION PLANNING & ENGINEERING, INC. th - - - - -- EXISTING CONDUIT ! { Of $ CHECKED BY D. ENGEIC 1 E P DATE 10-19-65 I 2101 712 AVENUE N. E. SUITE 110, BELLEVUE WA. 98004 (206) 455 -5 320 $9 -$002 RoG37 89