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HomeMy WebLinkAboutzT-1852Set% /'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� c7ECTSom 9, T. 23 N., P. 5 E., W. M. a s x y I i Nil b I l y I rN do � NE 8 - S7• _414 .I j � e/eelnc ser✓ice from ae 'o rrf PP.(IVNK) Canl/ncfar Jo eonsfrncf 01-1i;er an ,0 w ,-Pie and provide secessory ronduif w /ie o%e u"' hardwore /a/- 0S,0 el crew Ja make J canoecf /aa Jo power source I Carlfroc }6r }a COVSfrOCf Condaif fa xirace m6ise} P✓ifhaW infermedv }e sfrucfure ,vs1v // ahobce // mr I � I I bre¢FsJ ondpra✓ide (3) t2 1W11cie,7t }bis /u/nmaire I I A more canneefions. �r r Y l °' /9hJ - - I I tfure slieet rry'bJ msotit) - I I Junction 6ax hofh ends -. -— - _ty/z *B Conduc %ra - \`3 m -_ _..._ __- - ---q /af Z4 +8767 Alf 7 rM Cr. NBB 48'34 '4Y o N V I Xp1{,�of ,I , `,I W ,y Io .II x0'1 I I II b� II I � 0 —4, 100 Watt H.P.S. Luminaire mounted at 25 foot height with 6 foot arm on j aluminum davit style light pole. PVC Conduit Schedule 40 e PVC Conduit Schedule 80 ® Junction Box type B Street lighting service cabinet WIRING SCHEMATIC TYPE =1 SERVICE 120/ 240 VOLT r z7bss•r ( (/6ZT /CALLy MAIN AFtE II 2 Po 2y.o 20� vor_T p — e �a I►— T —y, < .i NEAREST TEST jq I!II.Y�i SWITCH --II r c -4 C, !' -' I 4 I 1- T'nEET ::GATING .'.NTAC -CR- � }A/STALLDECAL N(1MBERS z7bss•r ( (/6ZT /CALLy v ,S IRING CCCOLE TOGnCLNC PHOTO-CF! L ROD --' MOUN-ED CN A. W!'1TE i•ACK77 INE'J7RAL) NEAREST S.BLACK �ACKE7(L,tiE) LUMINA`nE C. GREEN JACKET (CRCUNT) 3 D. RED JACKET (LOAD) E. GREEN CR EARE CCFFER(GRCUND) cSERV/CE CA8 /NET M O O o o O 0 0 0 OOA PANEL N/ ­CH .REAMERS IS RED'D I`MALE PEMALE DShmu 'E CELL TEnMINAL 'TRW IACEWAY WITH IEMIVABLE COVER rEST SWITCH ML RECEPTACLE NGHTING CONTACTOR-9 flE.'0 SERVICE FEEDERS 1 Trt nl atNVIUt GAbINtl DATE:12 /20/88 4 -ry I b `41 I V /C /N/ 7- Y A44P .v:•en s'.•x. .�ix WA.cx cxir ' \ ALLOY aoti•Tc oLr -soY.x +olxT . WE• 4a /TU4CO A+V M. Fo e't ...U.. {INIiM -Tt SO 5/16" GALV. STEEL COVER PLATE I _ (Clal.'.CND PATTERN? _ i " � I A ( BI A !I 3 �y E �-t6 GALV u:_LDED WIRE LOOP GALV, STEEL FRAME ANCHORED tN PLACE IDIAt.:GND PATTER,} tl di T SE ^.TION A -A r SECTION 3-3 W70". 1x "'oic OA ]TN / I/t•OF icLT xYTx aNDIWAt' .... \ ctavf Flxlin[p Ig x;x"x�ix oni rai ici "Axo .: . wx� .... t , t� T. LD •{ DETAIL T count xi.i. Ij- ----}- SHEET NDARD 25' DAVIT POLE 41-4. DETAIL SHEET Nv//eces TAa� } }A/STALLDECAL N(1MBERS z7bss•r ( (/6ZT /CALLy /NMYN�Nr//EQ Sa•a¢Aao"r N NUPtIBF+P /GV6 E.E'OMPLES 3 L£r7£R S SUr /XEO LZT7E.Q o oREF/X£O • e err, owvea P2L_. X 11A T z -I T z + \ \ \ E4r/LC rX20 j. F FcaYF� AalvY /E1Y 57W, KcT LJGffT STANDARD /r5 DECAL AJU,y3ER1r✓G SYSTEM TYPICAL LIGHT SASE AND JUNCTION sox 7- /� /G%�L L/SNT /NG VNV6P_(5R0L1N,0 SYSTEM LOCATION R/W LINE -- SIDEWALK " — CURB — - IRDWY, rE ii TO LUN, //✓A /Rc ,Q\t/UNLT /ON .BOX FUSc X/TS' y-Mj // CURB OU /GT.0 /SLONNELT I GRF /NNOLE I II � /° gMPr NL1Nc FUSc �!�- - - - -- - -- -ti- - =SIDEWALK �PGFG //5W=7 - _ FOUAOAT /UN TO i� -- R /WLINE SPL/Lc/l /TS 6cLEYCL{y /TN 411N L-E.:R EFGXy Sf" ✓Lc' GROUND GUG`�1I I TOP JFS /OcW.4LK CLEARANCE FROM DRIVEWAY ww /Re RUNS 77/40 r7 _l�l UNO:�,avGE.SaSE - - \ \GGII Ilia \ TYPICAL PLAN VIEW rPo B EARE i c1lII = I I I H 25' 30' 3� 40' G�PPEK °' =T II it 6RGUN•0 /Yi,Z: GROUNp SL 18'3 °123'3 "263' 33'3" — LLAMP II II T .188 .188 .2(9 .219 � it II II ¢. (5 /ZE.O AS 040 II Il TAPERED ALUM. POLE O 2 LY571EN II V -♦- REOUr.Pr.J') SYSTEM L c J .'T' WALL ALLOY 6063 -T6 U NTat/G TYS7 -Zg SA - IN GROUND FINISH •H .� G42NTAGTO,e HANDHOLE 4'x 6' q 3•So. G.P O /F. OPENING W /COVER B 2104 \ C •SL S.S. SCREWS. r �I� S•+ 8. COP /GREY£ iGroYnd lug IOVe g I „U �G•�p FGUNOAT /ON ` -rslae vale � GRauNa QO,a f � rrEDCn IocDII00 net t0 stole . TYPICAL STREET CROSS SECTION e>_v 3 - 17 -ev DETAIL SHEET L- ,q� /A /LSf1EET GENERAL NOTES i. Approximate locatlons 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 warning 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. 4. All work shall be In accordance with the project specifications and these plans. 5. 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 utilities 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. y. As -Built drawings will be required on completion of all projects. •� E'L Fv- taro LL•/xE �. [u- Lve AIAWW.4 FusE ,err 1NP1A4% ,s-e — SPL /C.E ,eiT PT' L H vy, tie i � < z n �Je y 9 i� LIGHTING STANDARD B JUNCTION BOX (' 7- JUNCTION STREET LIGHT POLE BOX PLAN VIEW DEEP. SIDE ..y: • � :D�:jra SIDE VIEW �. p.-` 'r o.•..e ;, NOTE: CLASS 'B' CONCRETE ` —� TO BE USE IN •: �i CONSTRUCTION OF PAD INDIVIDUAL JUNCTION BOX PLAN VIEW ,PEV.PG_Z_g, AETq }L 811EE7¢ As BU /L T / hereby declare Mal street 19hliny faeil /l }es shows hereas are as locoled from fie%' gar ✓ey Gurd�or /nspec }Ian. !/ern L. Bow , /r, /v nr i / k_11915;L 0 Add Service Cobrriet; City review eamaWq B1-B9 I/rs B UN / ®N PLACE I N T E N S U S Un /Can Ae NE e NE JrN alert ENGINEERING • SURVEYING (. /� o% ,fenfon, 914,sh. 17508 PALOMINO DRIVE • BOTHELL. WA 98012 (206) 487 -7282 cS;rgEET ZMHT/NG PC A N 5.4 .?.r "t 6' Or 6 0Y.2305.01 GENERAL NOTES i. Approximate locatlons 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 warning 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. 4. All work shall be In accordance with the project specifications and these plans. 5. 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 utilities 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. y. As -Built drawings will be required on completion of all projects. •� E'L Fv- taro LL•/xE �. [u- Lve AIAWW.4 FusE ,err 1NP1A4% ,s-e — SPL /C.E ,eiT PT' L H vy, tie i � < z n �Je y 9 i� LIGHTING STANDARD B JUNCTION BOX (' 7- JUNCTION STREET LIGHT POLE BOX PLAN VIEW DEEP. SIDE ..y: • � :D�:jra SIDE VIEW �. p.-` 'r o.•..e ;, NOTE: CLASS 'B' CONCRETE ` —� TO BE USE IN •: �i CONSTRUCTION OF PAD INDIVIDUAL JUNCTION BOX PLAN VIEW ,PEV.PG_Z_g, AETq }L 811EE7¢ As BU /L T / hereby declare Mal street 19hliny faeil /l }es shows hereas are as locoled from fie%' gar ✓ey Gurd�or /nspec }Ian. !/ern L. Bow , /r, /v nr i / k_11915;L 0 Add Service Cobrriet; City review eamaWq B1-B9 I/rs B UN / ®N PLACE I N T E N S U S Un /Can Ae NE e NE JrN alert ENGINEERING • SURVEYING (. /� o% ,fenfon, 914,sh. 17508 PALOMINO DRIVE • BOTHELL. WA 98012 (206) 487 -7282 cS;rgEET ZMHT/NG PC A N 5.4 .?.r "t 6' Or 6 0Y.2305.01