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HomeMy WebLinkAboutT-317304M I rte_ 1 r� l v J I � w w W c0 0 o F J � LU LLj A O I t F-- W W W W 4 � ✓1 vi I CL CL Q. ru �g MNERAL NOTES I. PHOTOMETRIC CALCULATIONS ARE PER BCE DESIGN REPORT DATED NOVEMBER 13, 2004. MAXIMUM LUMINAIRE SPACING ON NE 171H STREET AND Kf15Ap PLACE NE IS 165 R. (ate How NEAR SIDE OR TWO Rows STAGGERED WITH RESPECT TO carratuNE). MAXIMUM LUMINANCE SPACING ON 11T. BAKER PLACE NE. AR. BAKER AVENUE NE, LYONS AVE. NE, AND LYONS PLACE NE IS 200 it 2. FINICIIOIiAL (X/►SSIFIG11011 OF ALL ON -SITE STREETS: LOCAL RESDENIIAI. 3. ALL STREET LIGHTING SFINL BE M ACCORDANCE NIIIFI CITY OF RENTON AND ION6 COUIIIY DOT STANDARDS AND SPECIFICATIONS. 4. CONDUIT RUNS Pl/YCm IN BACK OF SDEMAII( SFIAIl FMVE 24' MIN. COVER. STREET CROSSINGS SHALL HAVE JO' YIN. COYER. 5. TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CRY OF RENTON AND WS00T SPECIFICATIONS AND APPROVED BY THE CITY ENGINEER. & ALL EXISTING TWO PROPOSED UINJIIfS SFIALL RUM UNDERGROUND ALONG SITE FRONTAGE ON -SITE STREET LIGHTING NOTES AND DETAILS Q v) CITY OF RENTON o STMDAW PLAND o SHOWN ON SHEETS S12 & SU N a C NM Tff Le- a. ° E JR -02 S'TAINDMII6`1 30 FT. DAVIT POLE JR-05 MAST AN WIRING DETAIL ,p W W a a JR-06 TYPICAL LIGHTING UNDERGROUND SYSTEM cp ° JR -07 CONCRETE PAD DETAILS W �C M E JR--09 STREET LIGHT CONTRACTOR CABINET '�. E AND CABINET FOUNDATION ,c°-'�4_ JR -10 STREET LKNW CONTRACTOR CABINS? SICHEMTIC �' C c" as JR-11 TYPE III SERVICE CABINET JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS 'Mon JR -36A TYPICAL CONCRETE PAD DETAILS o OV a ' JR -36 JUNCTION BOX DETAILS R SCHEDULE i SERVICE MAIN BRANCH CONTRACTOR REMARKS AND CIRCUITS BREAKER BREAKER AMPS md, I I AMPS AMPS 4 Z Z �A J SERVICE 100* W Y fC o ~ Z CIRCUIT A 30 30 ON -SITE Q CIRCUIT 8 30 1 30 1 148TH AVE. SE * SIZED FOR FUTURE ILLUMINATION LUMNAIRE SCHENJUD a LUMINAIRE TYPE III NUMBER STATION DIST - WATT'S CIRCUIT MTG. HEIGHT BASE PLATE MAST ARM BASE POLE No. REMARKS 6 p W W W g da 1+15.00. 22.5'RT M -C -II -100 A 14 STANDARD 0' (ZERO) CITY OF RENTON 26958 (1) (4) V3 n 2 +75.00, 22.5'RT M -C -MI -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 27098 (1) i, COE te-") 4+35.00. 22.5'RT M -C -II -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27038 (1) ;9 CIS CIS CIS 3 6 +00.00, 22.5'RT M -C -11I -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 26988 (1) W 'r' $ N 7 +65.00. 22.5'RT M -C -IM -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 26978 (1) _ O cr 9 +30.00. 22.51LT M -C -IM -100 A 14' STANDARD 0' (ZERO) CITY OF RELATION 27008 (1) IQ 10+90.009 85.11T M -C -IM -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27028 (1) 2 +50.00, 22.5' M -C -II -Too A 14' STANDARD W (ZERO) CITY OF RENTON 26998 (1) 14+10.00, 22.51T M- C- 111 -100 A 14' SIANIM D 0• (ZERO) CITY OF RENTON 27048 (1) 1� 2 +36.90. 1741T M-C -II -100 A 14' STANCIARD 0' (ZERO) CITY OF RELATION 27018 (2) Nt 4+02.05, 12r M-C -I1 -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 27068 (2) 5+17.57, 162'LT M- C- IF-100 A 14' STANW O Of (ZERO) CITY OF RENTON 27058 (2) Q 7+53.23, 13rLT M-C -M -100 A 14' STANOM RD W (ZQi0) CITY OF RENTON 27078 (2) Q 13+50.009 2&5'L M-C-II -250 a 35' STANDARD Ir CITY OF RENTON 2684E (3) 0 15+05.00, 27.5'L M- C- 11-250 a 315' STN OW Ir CITY of RENTON 270OF (3) 1 LUNEC Z14- 100" -3 - 240- SFZ4 -1 -P1 14- () SIC 35Ar Rolznc- FNlo -e6o (z14�.Iw). CO11- ,Tp cr To CITY OF RENM srANDA,�os. (2) LUMEC Z14- 100" -3., C- 240- SFZ4- 1- P135A- 14- ROQT1c- FN10 -00 (Z14.3J=). Teo CITY OF FOM STANDAR sf -- (3) OOI�T111JCT 70 CITY OF I��ITONU � OOIAIITY DOf STIII 1A21FMC3) (100d.iw). '� • ''� I a (4) PWALL PM010C PER CITY OF REN10N ST1II0 MN.1� 7 w MA&') File: P:\11000s\11189\engintering\plot\11189-SL3.dwg Dote /Time: 11/15/2004 14:52 Scole: 1 =40 podgor Xrefs: 1 1 189- SLB,oli, 0 4 [BEURTN .M.I. -,- B.M.I. EURTN sA M&W 1 20A t.1G+'t 4 A c e UGH7111 c c 201 I l 201 STONE RIDGE i' ............. ........... .............. CITY OF RENTON SUBMITTAL STREET LIGHT CONTACTOR CABINET N.T.S. d f • Y 7 wM MIN r r . S10MA�. 2" r-- UGM" CITY OF RENTON SUBMITTAL NOTES: 225 AMP COPPER BUSSING 18 PLC PANNEL 49. 223 AMP COPPER BUSSM1 18 PLCS. PANNEL C.N. 2P 100 AMP MAIN (BAB2100) 50. C.H. 2P 100 AMP MAIN (BAB2100) C.H. 2P 20 AMP BREAKER (BA82020) 51. C.H. 2P 20 AMP BREAKER (BAB2020) C.H. i P 50 AMP BREAKER (BA81050) 52. C.H. 1 P 50 AMP BREAKER (BA81050) C.H. 1P 20 AMP BREAKER (BAB 1020) 53. C.N. 1 P 20 AMP BREAKER (BAB 1020) C.H. 1P 15 AMP BREAKER (BAB1015) 54. C.H. 1P 15 AMP BREAKER (BAB 1015) . 55. MILPANK METER ENCLOSURE' (MS- 24 -TB) - 56. HUBBELL SWITCH (CS1201 -1) n n 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) SQUARE D LIGHTING CONTACTOR 58. SQUARE D LIGHTING CONTACTOR era (981 ODPA32W2UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) c� 64. STAINLESS STEEL HANDLE DEAD DOLT LOCK "BEST" (50RL2 -626) 65. DEAD BOLT LOCK "BEST" (5L7RL.2 -626) SQUARE D TERMWAL BLOCK 66. SQUARE D TERMINAL BLOCK erren 67. SQUARE D END CAP el�ll n 70. 1 "X.25' GASKET en ownwowe rAwswa." III alp I� FAAWYNO .11 INN 7)', d of IoxroN �� . + win e�er�Ienelleeele / 000 IROKOTIft Ti rNAWW %mm T - �=- 21nlS4 1 iu. T1 $*%on arm w NIII�Lp , AM INi rOWN N awwr Trllc r1lallr No uIIG pt N114 s o ar �e 19 l W_r1wn11a1 I NOW AL a 1 I-0- - Da wl+" su" >Q 11E :WM111.0' r STREET LIGHT CONTACTOR CABINET N.T.S. d f • Y 7 wM MIN r r . S10MA�. 2" r-- UGM" CITY OF RENTON SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.N. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BA82020) F 52. C.H. i P 50 AMP BREAKER (BA81050) I 53. C.H. 1P 20 AMP BREAKER (BAB 1020) E� 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. . d I• n n n `.�--Il�raln `.fi, � . =1.iii ' " aes�eleeeeeeleelerla•eeal SQUARE D LIGHTING CONTACTOR N era ©ae�el rr��r- --:�Il III ■IOrswiner�•.�nenneeel�c� 65. DEAD DOLT LOCK "BEST" (50RL2 -626) 66. SQUARE D TERMWAL BLOCK IIS� erren erg el�ll n n en errAl III alp SCHEME 80 aM A in win e�er�Ienelleeele / 000 I���i!"�IIA!"l�■•s��Iertlee��el ■aerllIler1 n rte!„ II 1■■f �_ s• eI■�Inaelrell� ee� ��m e■le■ ■eeetr i NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.N. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BA82020) F 52. C.H. i P 50 AMP BREAKER (BA81050) I 53. C.H. 1P 20 AMP BREAKER (BAB 1020) E� 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) 56. HUBM I SWITCH (CS1201 -1) 57. GFCI. RECEPTACLE 20 AMP (L.EVITON 6898 --1 58. SQUARE D LIGHTING CONTACTOR N (98100PA32V02UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE 65. DEAD DOLT LOCK "BEST" (50RL2 -626) 66. SQUARE D TERMWAL BLOCK 67. SQUARE D END CAP 70. 1 "X.25" GASKET oaenwc 01- w IN.ra fro 11�Y 1�71dt ANNN0�1' so �111111ilC . A"gW w1 On POW 91 I TA( M l41111111111111111t i IRA ��IIs011�� A DO 014411*a a na I1IMPIMW W W40#VW 1 14110c"N", W. MQ n sAww" oC{:1i NOT 1 w MIAl�tf'M '111r11�1 me Vt N Oft TO THM 94MICATIONS FUSE KITS QUICK DISCONNECT I 10 AMP IN LINE FUSE KITS -TO LUMINAIRE S E.C. OR EQUAL TYPICAL DESIGN 'B' JUNCTION BOX 1/4" MINIMUM GROUND LUG DRAIN HOLE SPLICE KITS CLEAR EPDXY 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO SP C KITS ON ALL THRU I BE LEVEL 1M TH TOP OF SIDEWALK WIRE UNS UNDER POLE BASE 4' CONCRETE, PAD OR CURB. 5" 90 11 II X18 BARE COPPER it II GROUND WIRE I I I GROUND I I I1 CLAMP I I I II II 4• II II II II PVC L,. 4DUIT II II SYSTEM I I I I 2 - LIGHTING SYSTEM c J WIRES TO CONTACTOR (SIZED AS REO'D.) CONCRETE FOUNDATION 5/8 "x8' COPPER CLAD 3' SD. OR DIAL GROUND ROD TYPICAL LIGHTING UNDERGROUND SYSTEM NTS -CITY OF RENTON STD. DRAWING No. JR -06 TYPICAL LIGHT BASE AND JUNCTION E30X CONCRETE PAD 3'- 0" -7'-0' VARIABLE MIN. ..�- a 0 4 • O l V.-.1 - - ' - - - - FRONT VIEW NNE VIEW TYPICAL JUNCTION B,,DX ,B' 1 CONCRETE PAD I I • I I I I I FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX* 'C' 4' -Q" CONCRETE PAD Fly 4 ' T I I I I I I I I L - - - - - - - - - J- - - ---I FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS NTS -CITY OF RENTON STD. DRAWING No. JR -36A LIGHTING STANDARD Sc JUNCTION BOX 7' a0 ov D °pv O j a0i o p Ov e O O e a O >J� l 4 O x o v 0,v D 4° v c A4 evd f po ♦ O w 1 ? o I p l O p = ♦O 3 O 0 4 o i Da ' D e 0 e v e 0 0 STREET LIGHT POLE JUNCTION 80X PLAN VIEW INDIVIDUAL JUNCTION BOX STREET LIGHTING CONTRACTOR CABINET SCHEMATIC O v 0,0 ° a N.T.S. O ♦ ° a f�� D 4 40b ? D = De 4 00 COPCK.=Q9 SCHEDULB RUN z VN Comm ooNOUCiae cONoWr REMARKS d p PSE s No. z r we scMmuE ao iuuANNAnoN N A s Mo. a f PC SO4EME so 111 I.,TION N A a No. a I.W we EnuF eu uuO"TION Z 041 3 No. e PC SCHEME 00 3 No. 12 J AND PH010CELL Q w s ft e PC SCHEME 80 aM A 3 No. • 1.S' PVC 9CNEpUIF so �LIlMM110N ROLL 1'9,.7 r] NOTE: o ° D CLASS '8' CONCRETE TO BE USED O ► o I>v v v IN CONSTRUCTION OF PAD PLAN VIEW t' QQN991,1� TES O MSTAU LUAMIAW FOIAiA=k HAM REPIES 21 POLE, MAST ARM. FMIIJIE OOO Mo AND AMM WK PER CITY OF RENTON STAOMIMIO PLAN JR-M ^- ft A!-M 1At-o7, &-fib AM A 3K ME SHMM 22, SL& 8p: O MSTALL TYPE '1' 120/2W SERVICE COW fOW PER CITY OF REI 1 STIMiN• PLANS JR-OA, JR -10, NO JR -11. CANET 3ftL K SIMAE MODEL 477004 3E MAIER XHIV LE ON THIS •SET, SWAM FM ON 91= %2p Sr NO SO= q00 OED ON IOW i2. � 03 Mix COOMIIR TO Mw on Ear SOIAm OO�ri1E N11M PTT SM 00111111 FOR 311R= C0110119111. or FR 0 =25 TYPICAL CONCRETE PAD DETAILS ADOPTED CITY Or RENM STANDARD PWUS [ST DATE 11/7/96 DWG. NAME: JR- 36A SP PAGE: JO 15 SIDE VIEW 4" DEEP CONCRETE PAD DETAIL NTS -CITY Of RENTON STD. DRAWING No. JR -07 .f f • i rr i ' • T • • CIO 04 ly hid 0 LL I/ 7 /0:" �►�1 SAp�P �F N A $ y/ CPO A. a Oda S � ��, 24061 0� NA L E EXPIRES 11 W oM. V m O AN ; 2 • z VN W :3 x a d p W QONONO N Z �K Z Q) CD 00 Z W N < I I 3 in kn W Z CSI CNI u') Z 041 Y . qt � �I v d► ;# J Z W / 000 I/ 7 /0:" �►�1 SAp�P �F N A $ y/ CPO A. a Oda S � ��, 24061 0� NA L E EXPIRES 11 W oM. V m O AN ; 2 •