No preview available
HomeMy WebLinkAboutzT-3188Setae M� H I � N � O � O O w ovi� H a O x ca N F R °M • • o At t t 0 of I 0 ronq F_ x M� H I W � o rA i o N a to E-» c a x W a H g ch 0 z w Q m N J z z 0 Q Z 0 Jim]] W Q 0 m 0 ajo of t� 9 jft-M -A 1 I� II 11 ;I ZII t, LO II La � 11 Q It I� W t o , tl �I ;I .s t, t► ,i ,I I, It 1 d 1 , ' t NE 24TH STREET I 5 I, Cl . t1IZ 11ZZ. IlIIZ.'. �LLL2TZZIIIIIIZIIZZIZZIlZIZIZI�f rI II-III IILIIIZIlI1IIlIlllll ..2'lI1ZZl.�'- .�.�._� _ _ - -- _ - _.._ - -- —_ _ -- - — - -- -- - -- +-- Oil zzzx�rulzrz��uux - - -- -- -- - -- - - - - -- - -- - -- - - - - -- - -- - - - - - -- - -- - ---- TE 3 N 89 07'16" E 2 ' SO ti 1, 1+ r I rl N I 1 �0T 2 , � I I F i 1 a 1 na I: , 1 , 1 d t 4 �--- -T - -- , 3 !d 4 i 3 i t ; _z i Q NO RACEWAY CONDUIT CS SIZE my o� EQUIP. GROUND 18 U) 00 .0 CIRCUIT 3° Q PHOTOMETRICS U f— W a a U �c 1 C � 0 6 mE ' �E 1 °C'`v 'C °' c ow c� 0 Jim]] W Q 0 m 0 ajo of t� 9 jft-M -A 1 I� II 11 ;I ZII t, LO II La � 11 Q It I� W t o , tl �I ;I .s t, t► ,i ,I I, It 1 d 1 , ' t NE 24TH STREET I 5 I, Cl . t1IZ 11ZZ. IlIIZ.'. �LLL2TZZIIIIIIZIIZZIZZIlZIZIZI�f rI II-III IILIIIZIlI1IIlIlllll ..2'lI1ZZl.�'- .�.�._� _ _ - -- _ - _.._ - -- —_ _ -- - — - -- -- - -- +-- Oil zzzx�rulzrz��uux - - -- -- -- - -- - - - - -- - -- - -- - - - - -- - -- - - - - - -- - -- - ---- TE 3 N 89 07'16" E 2 ' SO ti 1, 1+ r I rl N I 1 �0T 2 , � I I F i 1 a 1 na I: , 1 , 1 d t 4 �--- -T - -- , 3 !d 4 i 3 i t ; _z i I I 1 1 5 4 i 1 I t i ._vT 9 INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND CITY OF RENTON STANDARD PUNS, SHEETS IL3 AND IL4. 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 EXTEND CONDUIT TO PROJECT LIMIT AND INSTALL JUNCTION BOX. 3 EXISTING 100 WATT HPS LUMINAIRE ON PSE POWER POLE (TO REMAIN) 4 INSTALL CITY OF RENTON STANDARD SERVICE CABINET, PER CITY OF RENTON STANDARDS (SEE SHEET IL4). 1201240V 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. 5 EXISTING 100 WATT HPS LUMINAIRE ON PSE POWER POLE TO BE REMOVED. COORDINATE REMOVAL WITH PSE. CABINET ID = 0088 WIRE SCHEDULE Q NO RACEWAY CONDUIT CS SIZE ILLUM le EQUIP. GROUND 18 PHOTOCELL POWER ARM LENGTH CIRCUIT . #4 PHOTOMETRICS t CITY OF RENTON LUAGNAIRE ID 1 2" SCH40 2 1 ' 20 6 jZ ' 2 1 2408e 3 I 1 -0440 1 i 1 3 6 +46.0 23.0' LT EMPTY 6' A 100w FLAT LENS M —C —Ill 24096 2 JONES AVENUE NE 7 +93.0 23.0' Lt 1 of A 100w � 24118 4 NE 24tH STREET 3 +06.5 I I 1 1 5 4 i 1 I t i ._vT 9 INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND CITY OF RENTON STANDARD PUNS, SHEETS IL3 AND IL4. 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 EXTEND CONDUIT TO PROJECT LIMIT AND INSTALL JUNCTION BOX. 3 EXISTING 100 WATT HPS LUMINAIRE ON PSE POWER POLE (TO REMAIN) 4 INSTALL CITY OF RENTON STANDARD SERVICE CABINET, PER CITY OF RENTON STANDARDS (SEE SHEET IL4). 1201240V 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. 5 EXISTING 100 WATT HPS LUMINAIRE ON PSE POWER POLE TO BE REMOVED. COORDINATE REMOVAL WITH PSE. CABINET ID = 0088 WIRE SCHEDULE Q NO RACEWAY CONDUIT CS SIZE ILLUM le EQUIP. GROUND 18 PHOTOCELL POWER ARM LENGTH CIRCUIT WATTAGE PHOTOMETRICS COMMENT CITY OF RENTON LUAGNAIRE ID 1 2" SCH40 2 1 ' 20 6 jZ 2 SCHdO 2 1 2408e 3 1 -0440 1 i 1 3 6 +46.0 23.0' LT EMPTY 6' 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 SMALL 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 FLOURS IN ADVANCE OF BACKFIWNG 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. PUNS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PUNS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE SACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE EARLIEST POSSIBLE DATE. T-3I880? LEGEND � TYPE 1 JUNCTION BOX LUMINAIRE POLE N CONDUIT /CONDUCTOR � ELECTRICAL SERVICE CABINET OCONSTRUCTION NOTE 10 40 O LUMINAIRE POLE NUMBER QWIRE NOTE 0 20 SCALE: 1' = 20' TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98133 (425) 806 9236 (300) 669 1133 acrnrfs � 2 /zo /os 0 • CHECK FOR COMPLIANCE TO CITY STANDARDS DAT DATE DATE Ll POLE SCHEDULE LUM. POLE NO. ROAD STATION POLE OFFSET MOUNTING HEIGHT ARM LENGTH CIRCUIT WATTAGE PHOTOMETRICS COMMENT CITY OF RENTON LUAGNAIRE ID 1 NE 24TH STREET 1+67.0 23.0' RT ' 20 6 A 1 oow FLAT LENS 2408e M —C —Ill 2 JONES AVENUE NE 6 +46.0 23.0' LT 25' 6' A 100w FLAT LENS M —C —Ill 24096 3 JONES AVENUE NE 7 +93.0 23.0' Lt 25' of A 100w FLAT LENS M —C —Ill 24118 4 NE 24tH STREET 3 +06.5 23.0' RT 20 ' 6 A 1 o0w FLAT LENS 24106 M -C -III TRANSPORTATION ENGINEERING NORTHWEST, LLC PO BOX 65254 SEATTLE, WA 98133 (425) 806 9236 (300) 669 1133 acrnrfs � 2 /zo /os 0 • CHECK FOR COMPLIANCE TO CITY STANDARDS DAT DATE DATE Ll Ll "V ko 10 t .p No at 206 c i • C, b� �o 1 F-- Of O I J J W ry Q m () Q W s Q ]Jim] 0 V) W E 0 e � B M.I. EURTN s CITY OF RENTON 2' N.P.S. SLrnT1ER MACKET CABLE SINGLE OR DOUBLE MAST 3 4' ARM AS REOUMIED 116" fla - 2' BY 3/4' REDUCING WASHER 3/4' ROMEX CONNECTOR VAIN LOCKNUT OR DOUBLE MAST ARM. ALL 2ND CABLE STRANN RELIEF DETAIL BETWEEN LUMINAIRES NEN BOTH L LIMINAIRES ARE ON SAME CROAT. ADOPTIM MAST ARM WIRING DETAIL wr ~ to Win fff DWG. NAPE: A-OS SP PAAGE: J006 S: \OPROTO\ ENTON\6RH \JR -O6 EPDXY FILL —• • • INI.NE SPLICE SPLICE KIT EPDXY FILL . • wYE SPLICE •. DIAMETER 7/8' log / LOAD LINE 1/4' FUSE i 1/4- 1, 1/8' Qp p 1/8' FUSE KIT Alt SPLICE KR DETAILS CUTTING RINGS ADOFMW cw a taw FUSE KIT .w.wd obw uff t SAI DWG. MAW: JR -12 SP PAGE: JO13 S: \OPROTO \RENTON\E iH\.R -12 SUBMITTAL NOTES: 49. 225 AMP COPPER 6USSING, IS PLCS. PA NNEL 50. C.H. 2P 100 AMP MAN (EMB2100) 51. C.H. 2P 20 AMP WEAKER (91A82020) 52. C.H. 1 P 50 AMP BREAKER' (BAB1050) 53. C.M. 1P 20 AMP BREWER (8A61020) 54. C.M. 1P 15 AMP WEAKER (BAB1015) 55. MIL WW METER E ?1CLOSURE (US- 24 -70) 56. HU91BELL SWITCH (CS1201 -1) 57. GF Ci. RECEPTACLE 20 AMP (LEVITON 6096 -N) 56. SQUARE D LIGHTING CONTACTOR (90100PA32VOW) n 61. SOUTFICO DOOR S.S. H N40E (FO -3 -1) 64. STAINLESS STEEL HAM IDLE 65. DEAD BOLT LOCK 'BEST' (5L7RL2 -626) N. SQUARE 0 TERM IAL BLOCK 67. SQUARE 0 END CAP 70. 1 "X.23' GASKETw�„�,wt■trw IL K 16D ]KY lF B.M.I. EURTN so Lmii� aal► uwme 9 ull� c at m twl La © ■ • M 0 y � 0 � fl �ta•ws 0 INDIES: 40. 225 AMP OOPPEII BUSSING 18 PLC PAMSL 50. C.M. 2P 100 AMP WWI (082100) s18R sM S,1. C.M. 2P 20 AMP BREAKER (SAWO20) r1lI111��R 'Life 52. C.N. 1P 50 AMP BRE A Mt (0001050) 53• C.H. 1P 20 AMP 811EA MA (001020 54. C.M. IP 15 AMP BRNFJIM (8110101'3 56. MLAMIL ME1ER Emmos JM (M -24-1 St M18ELL 91111 (CSI 201-4) _oft _ SID. CUM 0 RECEPTACLE LJ0MI11E OA LE�� �_� (981 00'Al2V=N) 61. SOV NOO DOOR S.S. MINK (Fi -3-1) 64. STAMNLJrN VM NMMEILE 66. DEAD BOLT LOCK X31"_ (817182 -40) 66. sOtJM11E 0 TEAM(MIL 81I= 67. Scum 0 Do CAP 70. 1'9'.29' Q40M wat>tw ' Am im �PMO 39ju I • s • on�wrR CITY OF RENTON MOUNTiNc HEIGHT 15 FEET S: \OPROTO\ tENTON\BRH \JR -O9A1 �. = �► o BOX ov o� LL_ z ac Y -c Op 3E I-- Q >- z � F— W w Ii a: (.� Of �M c Tc C) V E �E WIN c !v � c� s Q ]Jim] 0 V) W E 0 e � B M.I. EURTN s CITY OF RENTON 2' N.P.S. SLrnT1ER MACKET CABLE SINGLE OR DOUBLE MAST 3 4' ARM AS REOUMIED 116" fla - 2' BY 3/4' REDUCING WASHER 3/4' ROMEX CONNECTOR VAIN LOCKNUT OR DOUBLE MAST ARM. ALL 2ND CABLE STRANN RELIEF DETAIL BETWEEN LUMINAIRES NEN BOTH L LIMINAIRES ARE ON SAME CROAT. ADOPTIM MAST ARM WIRING DETAIL wr ~ to Win fff DWG. NAPE: A-OS SP PAAGE: J006 S: \OPROTO\ ENTON\6RH \JR -O6 EPDXY FILL —• • • INI.NE SPLICE SPLICE KIT EPDXY FILL . • wYE SPLICE •. DIAMETER 7/8' log / LOAD LINE 1/4' FUSE i 1/4- 1, 1/8' Qp p 1/8' FUSE KIT Alt SPLICE KR DETAILS CUTTING RINGS ADOFMW cw a taw FUSE KIT .w.wd obw uff t SAI DWG. MAW: JR -12 SP PAGE: JO13 S: \OPROTO \RENTON\E iH\.R -12 SUBMITTAL NOTES: 49. 225 AMP COPPER 6USSING, IS PLCS. PA NNEL 50. C.H. 2P 100 AMP MAN (EMB2100) 51. C.H. 2P 20 AMP WEAKER (91A82020) 52. C.H. 1 P 50 AMP BREAKER' (BAB1050) 53. C.M. 1P 20 AMP BREWER (8A61020) 54. C.M. 1P 15 AMP WEAKER (BAB1015) 55. MIL WW METER E ?1CLOSURE (US- 24 -70) 56. HU91BELL SWITCH (CS1201 -1) 57. GF Ci. RECEPTACLE 20 AMP (LEVITON 6096 -N) 56. SQUARE D LIGHTING CONTACTOR (90100PA32VOW) n 61. SOUTFICO DOOR S.S. H N40E (FO -3 -1) 64. STAINLESS STEEL HAM IDLE 65. DEAD BOLT LOCK 'BEST' (5L7RL2 -626) N. SQUARE 0 TERM IAL BLOCK 67. SQUARE 0 END CAP 70. 1 "X.23' GASKETw�„�,wt■trw IL K 16D ]KY lF B.M.I. EURTN so Lmii� aal► uwme 9 ull� c at m twl La © ■ • M 0 y � 0 � fl �ta•ws 0 INDIES: 40. 225 AMP OOPPEII BUSSING 18 PLC PAMSL 50. C.M. 2P 100 AMP WWI (082100) s18R sM S,1. C.M. 2P 20 AMP BREAKER (SAWO20) r1lI111��R 'Life 52. C.N. 1P 50 AMP BRE A Mt (0001050) 53• C.H. 1P 20 AMP 811EA MA (001020 54. C.M. IP 15 AMP BRNFJIM (8110101'3 56. MLAMIL ME1ER Emmos JM (M -24-1 St M18ELL 91111 (CSI 201-4) _oft _ SID. CUM 0 RECEPTACLE LJ0MI11E OA LE�� �_� (981 00'Al2V=N) 61. SOV NOO DOOR S.S. MINK (Fi -3-1) 64. STAMNLJrN VM NMMEILE 66. DEAD BOLT LOCK X31"_ (817182 -40) 66. sOtJM11E 0 TEAM(MIL 81I= 67. Scum 0 Do CAP 70. 1'9'.29' Q40M wat>tw ' Am im �PMO 39ju I • s • on�wrR CITY OF RENTON MOUNTiNc HEIGHT 15 FEET S: \OPROTO\ tENTON\BRH \JR -O9A1 �. = MATERIALS BOX ■00 PSI Comm FRAW OVMW PLATE -A7116 41 '. 1111111F�4illlllll liffr4IIIIIII l ll ll j'i^ � ANCHORS � �R7wIM I ASTM A-412 SW 1 • i • ffm MATERIALS BOX ■00 PSI Comm FRAW OVMW PLATE -A7116 LID SNNMET 1 = SINE L w t_m LIO -A7W ANCHORS I SIMI Nov or TM PbM �R7wIM I ASTM A-412 SW 1 •GALVANIZED STEEL 2' MINK INSTALL DECAL NUMOM VERTICALLY. INSTALL IN DRY AFAIM 60• i 00 ADM NUIrER MO EXAMPLES LETTER PREFIXED PUGET POMR OWNED 1- 3/4- -r DECAL: RELECTORIZED GOTHIC GOLD 2'- 2_1/2' 2 -7/t r -3' OR IMMIE LEGENC ON BLACK BACKGROUND • a 0 •�� � 1 Ll NOTES: ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DEFERENT MAMNUFACTURER& THE NOTED LID THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2 BOXES SHALL BE 268 MI I MIUM OF OVERALL THICKNESS, PLAN VIEW LID SUPPORT MEMBERS SHALL BE MELDED TO THE FRAME. 4000PSI CONCRETE IS ALLOVED F BOX REINFORCEMENT CONSISTS OF 6 X 6 - W3 X MLS WELDED MARE FABRIC MELDED TO THE FRAME. N* N NOTED IN THE CONTRACT. TYPE Z AND TYPE 3 BOXES SHALL BE PROVIDED MTN 1 r DEEP EXTENSION BOXES, WHEN NOTED IN THE CONTRACT. TYPE 2 BOXES SHALL BE PRONGED NTH A 10' x 27 1/2/' 10 •. GAGE DIVIDER PLATE COMPLETE MATH FASTENERS, NON - CONCRETE BODES MAY BE SUBMITTED FOR APPROVAL EVALUATION WILL INCLUDE AN M -20 IF' VATKXM VIEW LOAD TEST. 3w 6' MIN. MLAX._I l"i- uAv TYP. 'BELL ENDS ON CONDUIT 6' GRAVEL PAD 10 NOM. COMPACTED �1' NOY. LEGEND DETAIL 01" U TYPICAL. JUNCTION BOX INSTALLATION DETAILS SIGNALS TSI- 1- NOM. LIGHTING TS—LT ELD TRAFFD SIGNAL SYSTEM LEGEND TELEIETRY ■ TYPE 'I' BOX JUNC'T'ION BOX OETA11l.S igp__ a TYPE 'I' BOX -FORM LETTERS MATH 1/r WELD Tf, Tlxlx3/,l6, 1'LONG P� SYMBOLS ADOPTED BEAD. GRIND OFF DIAMOND• HOOK DETAIL QIM t>■tlan PATTERN BEFORE FORMING a "o Pa up LETTERS. 1' NOM. ' NOM. AN 011! 1 ILLLIMN(IA110N1 SYSTEM LEGEND DWG. NAME: JR -36 SP PAGE: J016 S: \0PROTO\RMTON\19RH \JR -36 SUBMITTAL f W • t ,r e f F: A^ TRANSPORTATION ENGINEERING NORTHWST, LLC PO OOX "254 SEATTLE. IAA MISS (425) doe 9236 T- 3I880�4 :.Z• ON ExrviS 12/20/05 A/R 13 *Of Cb. ?'. lops' av CHECK FOR COMPLIANCE TO IN STANDARDS DATE DAT DATE