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HomeMy WebLinkAboutT-185201% /'I I " . \// 9Ays W a- y Ar AC FA A° ac' Wr/ No 46 ow o ' dr. a/ &.; fr. /Y/. 7— 1 i s I Y. Yybf , pj I (� 06iu� ekcfiic sar�ice fiwn od'ocr/// P.P.(P9P> I I ``'•{ I Cal //ac%r fo aasriaf /0'rider on erwerpae r /' dnd provide gsed9sory aurdcvf, erro avd r ' I 41I &,dw, -e /a- p. S. p. 6 crew /a Mae,, / J comes/ /a0 fa power sauce � I ° ' I I I I QLbvidtirnaeaf 'fi a i owfnAo cpVtam I s ✓fiiN/re qcf - m Le>sv/odfae i sf s f%o r/ ue�cifen#r 1 yr O) P }s 6 /eav/ Yr c e I I I I k mate camedAve. I � - - / / \ \ I P •' PYC �•.Yrf/ /f, .fY�ma dil ---•Tr I I .' , - - - - - - ; %yafJ � . - - - �: >:,...:,:• 'III I . I i /�mro arrddr � / mrA�fi /rJ '358/8 I I box � ho O fh ends � ii— • /ar 2Cr 8J. 67 // NE Ito ii% M NBB•4834 "K I I = 0/00 / 100 Watt H.P.S. Luminalre mounted at 25 foot height with 6 foot arm on aluminum davit style light pole. PVC Conduit Schedule 40 ..�K.a>• PVC Conduit Schedule 80 ® Junction Box type B Street lighting service cabinet NIIRiNG SCHEMATIC TYPE III SERVICE 120/ 240 VOLT 6 O. B :�aa7lerJ: MgIN.BRE ILErt Z' Po VOLT _ ,S - G It I- m L rc r W W Z TSWTCH r.`rsA. 20 �!:� ll rA•' 4 9 L 0 I - BLOCx u-IUTY � i PLUG CONTAC �LIGHTING CON T «CTCRS 0 0 O to Ij . I I II �I Ii I o• c I I � I OOA MNLL M/ 1R 0 SACAKCRS M MWO t'W C I[WL[ ueYNw K Cc" TCArWAI TRv IALCMAT WITH ICYOWLLC CINVI ICST SWITCH rL KCCILCLC NNTWO CONTACT014 J REO'O 19AWri I[[Y[R[ I SIMON I Tit III btKVlGt CABINET DATE:12 120/88 k�✓ /o•z•8 -9-ref 5/16'GALV. STEEL :OVER PLATE (DIAMOND PATTERN) \ -`Y l/ �,O6 GALV. WELDED WIRE LOOP GALV.STEEL FRAME ANCHORED IN PLACE (DIAMOND PATTERN :o`i��• n� r:a•Y?r . SE ^.T ION A -A SECTION 8 -8 DETAIL. SHEET-21- Y /e /w r Y MAP r�. \.vras .lu uuu•cur ' \ \\ uYN. •Lest uu -r. aNF uoaao.r T�IW.N aalYT tuna •wN. ro; [ /•JU uu nor .u.r. u•o' a•TI. .Aa Y.. IIr1aY r, I�ol.i tutu u1r..c a. O... .Tw 'u{ °or eau •.aY .T. Yar{ MNlK1 YYTI 4Y0 —Nt.- /'FicuYiA o ��•.[ IU..[ YLOY µ' a{c -ra rrtN Lau [ "' •T_� DETAIL uv {.. •I.a. acuN {' SHEET NDARD 25' DAVIT ,006E 4 -6 ..trntesrr ne/ fl XX7444OECOL A14W,66RS z- mral'wACAwr !/F„e77CALLY AatrrJlaa�o away WGfy W.N/Xi= EK4NPLL;S 19117 .` Cdr6 sg• �y,• : 1 L3 1 V' + � .� i7oszJrEa so/x/a atom reva.2s -ae 577,EET 1-1611T STANDARD y/s OECr9L• N41MBER 1N6 SYSTEM 411,13 TYPICAL LIO'HT 6ASfn AND JUNCTION 80X LOCATION P. CON C. PAD ---JR /W LINE --- ------ - - --•I SI DEWALK CURB I I RDWY. I / \ CURB SIDEWALK 'hqNI R/W LINE CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 25' 30' 1 35' 40' SL 18'3 "23'328$ "33'x' T 11.1881 .188 .219 .219 TAPERED ALUM. POLE 3 I ST WALL ALLOY 6063 -T6 ATIN GROUND FINISH y~. HANDHOLE 4 "a 6" I �h �— OPENING W/ COVER 8 2•ta4 �1�` S.S. SCREWS, or.ma `�1S G^oun0 I.q I e. POI. I , Trench I...li on!' not 10 11.11 TYPICAL STREET CROSS SECTION TY/421GAL L /6NT�NG UNamaowo SYSTEM �8 agRE i J CIRC;JIT 'MIFFS i0 LIGHTING RUNS 1 TYP /cAL .OES /GN ;6" WIRING COLOR CODE TO GROUND FHOTC•CELL ROC. MOUNTED ON A. WHITE JACKET (NE!JTRAL) NEAREST B.E - ACK JACKET (LINE) LUMINAIRE C. GREEN JACKET (GROUND) .CTS -S. E.O. O.0 EOUAL C. RED JACKET (LOAD) SPL /LE ?S E. GREEN OR BARE COFPER(GROUND) XEERR V /CE C481NET 0 0 O to Ij . I I II �I Ii I o• c I I � I OOA MNLL M/ 1R 0 SACAKCRS M MWO t'W C I[WL[ ueYNw K Cc" TCArWAI TRv IALCMAT WITH ICYOWLLC CINVI ICST SWITCH rL KCCILCLC NNTWO CONTACT014 J REO'O 19AWri I[[Y[R[ I SIMON I Tit III btKVlGt CABINET DATE:12 120/88 k�✓ /o•z•8 -9-ref 5/16'GALV. STEEL :OVER PLATE (DIAMOND PATTERN) \ -`Y l/ �,O6 GALV. WELDED WIRE LOOP GALV.STEEL FRAME ANCHORED IN PLACE (DIAMOND PATTERN :o`i��• n� r:a•Y?r . SE ^.T ION A -A SECTION 8 -8 DETAIL. SHEET-21- Y /e /w r Y MAP r�. \.vras .lu uuu•cur ' \ \\ uYN. •Lest uu -r. aNF uoaao.r T�IW.N aalYT tuna •wN. ro; [ /•JU uu nor .u.r. u•o' a•TI. .Aa Y.. IIr1aY r, I�ol.i tutu u1r..c a. O... .Tw 'u{ °or eau •.aY .T. Yar{ MNlK1 YYTI 4Y0 —Nt.- /'FicuYiA o ��•.[ IU..[ YLOY µ' a{c -ra rrtN Lau [ "' •T_� DETAIL uv {.. •I.a. acuN {' SHEET NDARD 25' DAVIT ,006E 4 -6 ..trntesrr ne/ fl XX7444OECOL A14W,66RS z- mral'wACAwr !/F„e77CALLY AatrrJlaa�o away WGfy W.N/Xi= EK4NPLL;S 19117 .` Cdr6 sg• �y,• : 1 L3 1 V' + � .� i7oszJrEa so/x/a atom reva.2s -ae 577,EET 1-1611T STANDARD y/s OECr9L• N41MBER 1N6 SYSTEM 411,13 TYPICAL LIO'HT 6ASfn AND JUNCTION 80X LOCATION P. CON C. PAD ---JR /W LINE --- ------ - - --•I SI DEWALK CURB I I RDWY. I / \ CURB SIDEWALK 'hqNI R/W LINE CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 25' 30' 1 35' 40' SL 18'3 "23'328$ "33'x' T 11.1881 .188 .219 .219 TAPERED ALUM. POLE 3 I ST WALL ALLOY 6063 -T6 ATIN GROUND FINISH y~. HANDHOLE 4 "a 6" I �h �— OPENING W/ COVER 8 2•ta4 �1�` S.S. SCREWS, or.ma `�1S G^oun0 I.q I e. POI. I , Trench I...li on!' not 10 11.11 TYPICAL STREET CROSS SECTION TY/421GAL L /6NT�NG UNamaowo SYSTEM �8 agRE i i r TO / 11Y1A /RE TYP /cAL .OES /GN ;6" it I c/UNGT /ON BOX FUSE .YiTS y "N /N ` QU /GK.O/SLONNELT /O 414,0 INLJNE FUSE I LWA /N HOLE `�Tj i .CTS -S. E.O. O.0 EOUAL Y /e /w r Y MAP r�. \.vras .lu uuu•cur ' \ \\ uYN. •Lest uu -r. aNF uoaao.r T�IW.N aalYT tuna •wN. ro; [ /•JU uu nor .u.r. u•o' a•TI. .Aa Y.. IIr1aY r, I�ol.i tutu u1r..c a. O... .Tw 'u{ °or eau •.aY .T. Yar{ MNlK1 YYTI 4Y0 —Nt.- /'FicuYiA o ��•.[ IU..[ YLOY µ' a{c -ra rrtN Lau [ "' •T_� DETAIL uv {.. •I.a. acuN {' SHEET NDARD 25' DAVIT ,006E 4 -6 ..trntesrr ne/ fl XX7444OECOL A14W,66RS z- mral'wACAwr !/F„e77CALLY AatrrJlaa�o away WGfy W.N/Xi= EK4NPLL;S 19117 .` Cdr6 sg• �y,• : 1 L3 1 V' + � .� i7oszJrEa so/x/a atom reva.2s -ae 577,EET 1-1611T STANDARD y/s OECr9L• N41MBER 1N6 SYSTEM 411,13 TYPICAL LIO'HT 6ASfn AND JUNCTION 80X LOCATION P. CON C. PAD ---JR /W LINE --- ------ - - --•I SI DEWALK CURB I I RDWY. I / \ CURB SIDEWALK 'hqNI R/W LINE CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 25' 30' 1 35' 40' SL 18'3 "23'328$ "33'x' T 11.1881 .188 .219 .219 TAPERED ALUM. POLE 3 I ST WALL ALLOY 6063 -T6 ATIN GROUND FINISH y~. HANDHOLE 4 "a 6" I �h �— OPENING W/ COVER 8 2•ta4 �1�` S.S. SCREWS, or.ma `�1S G^oun0 I.q I e. POI. I , Trench I...li on!' not 10 11.11 TYPICAL STREET CROSS SECTION TY/421GAL L /6NT�NG UNamaowo SYSTEM �8 agRE i i r TO / 11Y1A /RE TYP /cAL .OES /GN ;6" it reva.2s -ae 577,EET 1-1611T STANDARD y/s OECr9L• N41MBER 1N6 SYSTEM 411,13 TYPICAL LIO'HT 6ASfn AND JUNCTION 80X LOCATION P. CON C. PAD ---JR /W LINE --- ------ - - --•I SI DEWALK CURB I I RDWY. I / \ CURB SIDEWALK 'hqNI R/W LINE CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 25' 30' 1 35' 40' SL 18'3 "23'328$ "33'x' T 11.1881 .188 .219 .219 TAPERED ALUM. POLE 3 I ST WALL ALLOY 6063 -T6 ATIN GROUND FINISH y~. HANDHOLE 4 "a 6" I �h �— OPENING W/ COVER 8 2•ta4 �1�` S.S. SCREWS, or.ma `�1S G^oun0 I.q I e. POI. I , Trench I...li on!' not 10 11.11 TYPICAL STREET CROSS SECTION TY/421GAL L /6NT�NG UNamaowo SYSTEM yr y-Z _ .PEt! /o -2 -8 •Q7A /L Sf/EET. GENERAL NOTES 1. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verifying the location of all existing utilities whether shown or not. The contractor shall call the Utility Locator Service, 1 -800- 424-5555, five working days prior to any construction. 2. It Is the responsibility of the contractor to verify what permits have been secured (if any) and to obtain and possess all required permits prior to commencing construction. 3. The contractor shall take all necessary precautions for the safety of employees on the project and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes. He shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workmen and the public; shall post danger signs warding against known or unusual hazards; and he shall designate a responsible member of his organization on the construction site whose duty shall be the prevention of accidents. a. All work shall be In accordance with the project specifications and these plans. S. The locations of features and existing utilities are approximate and shall be verified in the field by the contractor. 6. The contractor shall notify all utilities regarding their facilities located within the project limits 48 hours prior to commencing work and shall coordinate his work with those utilities. The contractor shall be responsible for any damage to existing uti lit les and shall notify the affected utility and the City Immediately upon damage. 7. It Is the contractor's responsibility to give City of Renton Traffic Engineering Division 24 hour notification of work to be performed on project for Inspection purposes (phone 235- 2620). City of Renton standard specification 8- 20.3(2), 'No work shall be covered until It has been examined by the Engineer.' 8. The contractor shall submit a request for materials approval at the earliest possible date. 9. As -Bulit drawings will be required on completion of all projects. d✓N�C• 79P .FUSE .�lT �Y A4! .uvra P� L 80 wA4N R 4 � o II ! z its eo �cD `9 /fa8meel4r � 8 �' LIGHTING STANDARD 8 JUNCTION BOX STREET LIGHT POLE— ILA. VIEW 4u DEEP. SIDE VIEW I p•, e•`,;•:. NOTE* CLASS 'B' CONCRETE ;D,•:,,' .,,� -�`.. TO BE USE IN CONSTRUCTION OF PAD 7. INDIVIDUAL JUNCTION e0% PLAN VIEW .PE ✓. /o -z -8� .L eMl- Sf/EET¢5 ,iu! L.J 44. IVV p RECOMMENDED �c N 6":i /7A1�? �(' FOR APPROVAL BY . OCT 1 9 1989 L✓' 4 E� P�c,:� 1 �/ TRAFFIC ENGINEERING DIV. MPROAD BY INTENSUS ENGINEERING • SURVEYING 17508 PALOMINO DRIVE • SOTMELL WA 98012 OCT 1 9 1989 IV5*Z 8 Add Service Cod /aer; City -view mm/aw✓s 9-d -B9 (/Yn d UN /ON PL ACE Union Ave NE e NE JC" G'ourt 6/� of Reolm, 91,,Sh. (206) 401 -7282 Smf,f T Z16Hrma P1 A N ?ROJcCf riJY1BE.�. 37: r!� aa „T =� ?1 cric;;io: c/6, P:,;S _ ® Z�It%J.df Sri °T 6 OF 6 91 JgWaat� �8 agRE i i r TO / 11Y1A /RE TYP /cAL .OES /GN ;6" it I c/UNGT /ON BOX FUSE .YiTS y "N /N ` QU /GK.O/SLONNELT /O 414,0 INLJNE FUSE I LWA /N HOLE `�Tj i .CTS -S. E.O. O.0 EOUAL II SPL /LE ?S TOPOFGONLP FOUNOAT /ON 7 �X ' CLEAR EPoXY SFY/GE GRAUN4 GU6 •BE LEVEL {Y %, RE RUNS 7f/R41 Z :YlAL G.CGY/T CTaOe,0 �SR/OgEWAI yr y-Z _ .PEt! /o -2 -8 •Q7A /L Sf/EET. GENERAL NOTES 1. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verifying the location of all existing utilities whether shown or not. The contractor shall call the Utility Locator Service, 1 -800- 424-5555, five working days prior to any construction. 2. It Is the responsibility of the contractor to verify what permits have been secured (if any) and to obtain and possess all required permits prior to commencing construction. 3. The contractor shall take all necessary precautions for the safety of employees on the project and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes. He shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workmen and the public; shall post danger signs warding against known or unusual hazards; and he shall designate a responsible member of his organization on the construction site whose duty shall be the prevention of accidents. a. All work shall be In accordance with the project specifications and these plans. S. The locations of features and existing utilities are approximate and shall be verified in the field by the contractor. 6. The contractor shall notify all utilities regarding their facilities located within the project limits 48 hours prior to commencing work and shall coordinate his work with those utilities. The contractor shall be responsible for any damage to existing uti lit les and shall notify the affected utility and the City Immediately upon damage. 7. It Is the contractor's responsibility to give City of Renton Traffic Engineering Division 24 hour notification of work to be performed on project for Inspection purposes (phone 235- 2620). City of Renton standard specification 8- 20.3(2), 'No work shall be covered until It has been examined by the Engineer.' 8. The contractor shall submit a request for materials approval at the earliest possible date. 9. As -Bulit drawings will be required on completion of all projects. d✓N�C• 79P .FUSE .�lT �Y A4! .uvra P� L 80 wA4N R 4 � o II ! z its eo �cD `9 /fa8meel4r � 8 �' LIGHTING STANDARD 8 JUNCTION BOX STREET LIGHT POLE— ILA. VIEW 4u DEEP. SIDE VIEW I p•, e•`,;•:. NOTE* CLASS 'B' CONCRETE ;D,•:,,' .,,� -�`.. TO BE USE IN CONSTRUCTION OF PAD 7. INDIVIDUAL JUNCTION e0% PLAN VIEW .PE ✓. /o -z -8� .L eMl- Sf/EET¢5 ,iu! L.J 44. IVV p RECOMMENDED �c N 6":i /7A1�? �(' FOR APPROVAL BY . OCT 1 9 1989 L✓' 4 E� P�c,:� 1 �/ TRAFFIC ENGINEERING DIV. MPROAD BY INTENSUS ENGINEERING • SURVEYING 17508 PALOMINO DRIVE • SOTMELL WA 98012 OCT 1 9 1989 IV5*Z 8 Add Service Cod /aer; City -view mm/aw✓s 9-d -B9 (/Yn d UN /ON PL ACE Union Ave NE e NE JC" G'ourt 6/� of Reolm, 91,,Sh. (206) 401 -7282 Smf,f T Z16Hrma P1 A N ?ROJcCf riJY1BE.�. 37: r!� aa „T =� ?1 cric;;io: c/6, P:,;S _ ® Z�It%J.df Sri °T 6 OF 6 91 JgWaat� �8 agRE i i r uuu =rm r n n it LOFPE.¢ v v ` `�Tj i ii I II GRa/NO n'4PE C CLA / ! I I II /p ! u n n ii 2 2 -(S /ZED AS C II � �• /NR(iES% T CONOU? 1 11 I LENT / 'SL GGWTAGTO.P 3' O.ORDUr- ,S/17'X 8 • C CONCRETE GROUND VO,O �F, / GENERAL NOTES 1. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verifying the location of all existing utilities whether shown or not. The contractor shall call the Utility Locator Service, 1 -800- 424-5555, five working days prior to any construction. 2. It Is the responsibility of the contractor to verify what permits have been secured (if any) and to obtain and possess all required permits prior to commencing construction. 3. The contractor shall take all necessary precautions for the safety of employees on the project and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes. He shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workmen and the public; shall post danger signs warding against known or unusual hazards; and he shall designate a responsible member of his organization on the construction site whose duty shall be the prevention of accidents. a. All work shall be In accordance with the project specifications and these plans. S. The locations of features and existing utilities are approximate and shall be verified in the field by the contractor. 6. The contractor shall notify all utilities regarding their facilities located within the project limits 48 hours prior to commencing work and shall coordinate his work with those utilities. The contractor shall be responsible for any damage to existing uti lit les and shall notify the affected utility and the City Immediately upon damage. 7. It Is the contractor's responsibility to give City of Renton Traffic Engineering Division 24 hour notification of work to be performed on project for Inspection purposes (phone 235- 2620). City of Renton standard specification 8- 20.3(2), 'No work shall be covered until It has been examined by the Engineer.' 8. The contractor shall submit a request for materials approval at the earliest possible date. 9. As -Bulit drawings will be required on completion of all projects. d✓N�C• 79P .FUSE .�lT �Y A4! .uvra P� L 80 wA4N R 4 � o II ! z its eo �cD `9 /fa8meel4r � 8 �' LIGHTING STANDARD 8 JUNCTION BOX STREET LIGHT POLE— ILA. VIEW 4u DEEP. SIDE VIEW I p•, e•`,;•:. NOTE* CLASS 'B' CONCRETE ;D,•:,,' .,,� -�`.. TO BE USE IN CONSTRUCTION OF PAD 7. INDIVIDUAL JUNCTION e0% PLAN VIEW .PE ✓. /o -z -8� .L eMl- Sf/EET¢5 ,iu! L.J 44. IVV p RECOMMENDED �c N 6":i /7A1�? �(' FOR APPROVAL BY . OCT 1 9 1989 L✓' 4 E� P�c,:� 1 �/ TRAFFIC ENGINEERING DIV. MPROAD BY INTENSUS ENGINEERING • SURVEYING 17508 PALOMINO DRIVE • SOTMELL WA 98012 OCT 1 9 1989 IV5*Z 8 Add Service Cod /aer; City -view mm/aw✓s 9-d -B9 (/Yn d UN /ON PL ACE Union Ave NE e NE JC" G'ourt 6/� of Reolm, 91,,Sh. (206) 401 -7282 Smf,f T Z16Hrma P1 A N ?ROJcCf riJY1BE.�. 37: r!� aa „T =� ?1 cric;;io: c/6, P:,;S _ ® Z�It%J.df Sri °T 6 OF 6 91 JgWaat�