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HomeMy WebLinkAboutzT-3325Setr N Li i POLE LOCA77ON L ARM LENGTH LUMINAIRE C.R. POLE ID # 1 Z CL p 102305913 I\- # 164.43' 100 w /photo cell CL I I 9 3 - #12 Photocell EX WIRE FENCE - S88 °31'46 "E A/ z TL # 102305913 8' NOTES: 0 r 1 - #8 GROUND CHELAN AVE NE 2 #8 T.H.W. CU. IOINSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT v/ J 25' 100 w /photo cell o w CHELAN -AVE NE - HP SODIUM VAPOR /LUMINAIR.E & LAMP - 25' MOUNTING HEIGHT Z Lu o I GRAPHIC SCALE LUMINAIRE TO BE M250AZ MC N DISTRIBUTION FLAT LENS FOUND 5/8' REBAR I N. W/ CUTOFF OPTICS CAP x M M F 9? O INSTALL ALT. B" JUNCTION BOX. I v N X Ertl Q® Q I K e CONSTRUCTION NOTES3INSTALLSTREETLIGHTCONTACTORCABINET #0106, 120/140 VOLT, O N v m 2Nm_a 1. ALL WORK SHALL BE IN ACCORDANCE W H THE CITY OF RENTON GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT BREAKERS. SEE DETAIL SHEET 16 X I STANDARD SPECIRCA71ONS AND THESE PLANS INE . 12TH S T, 20'JOINT' USE W 7 z CD L i ZIL C I Q Q U Lv POLE I.D.# POLE LOCA77ON MH ARM LENGTH LUMINAIRE C.R. POLE ID # 1 STA 1-(-97 -26' LT p 102305913 I\- # 164.43' 100 w /photo cell 3895 B I I 9 3 - #12 Photocell EX WIRE FENCE - S88 °31'46 "E STA 1+07 - 23'RT TL # 102305913 8' NOTES: THAT PORTION OF THE NE 1/4 OF THE NW 1/4 1 - #8 GROUND CHELAN AVE NE 2 #8 T.H.W. CU. IOINSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT OF SECTION 10, TWN 23 N, RANGE 5 E, W.M. 25' 100 w /photo cell S CHELAN -AVE NE - HP SODIUM VAPOR /LUMINAIR.E & LAMP - 25' MOUNTING HEIGHT I GRAPHIC SCALE LUMINAIRE TO BE M250AZ MC N DISTRIBUTION FLAT LENS FOUND 5/8' REBAR I Za 0 o W/ CUTOFF OPTICS CAP x 2 O INSTALL ALT. B" JUNCTION BOX. I h FEET ) 1 inch = 20 ft. EX CYCLONE FENCE I I CONSTRUCTION NOTES3INSTALLSTREETLIGHTCONTACTORCABINET #0106, 120/140 VOLT, O TYPE III, 1. ALL WORK SHALL BE IN ACCORDANCE W H THE CITY OF RENTON GROUND NEUTRAL SERVICE. PROIVDE CIRCUIT BREAKERS. SEE DETAIL SHEET 16 X I STANDARD SPECIRCA71ONS AND THESE PLANS INE . 12TH S T, 20'JOINT' USE CD 2. 7HE LOCA77ONS OF FEATURES SHORNAREAPPROXIMATEAND SHALL BE VERIFIED IN THE FIELD BY 7HE C0N7RACTOR ASNECESSARY. EASEMENT FOR I L0O J. INSTALL ALL STREETLIGH7/NG MATERIALS SHOWN ON THEPLANS, EXCEPTAS NO7ED. ALL MA7ERIALS SHALL BENEW AND OF 7HEBESTLOTS4 & 5 N AVAILABLE GRADE OR QUALITY, EXCEPTAS NOTO. LEGEND x N.W. C0RNER SEC 10-23-5 MON IN CASE v ' 4 I I I 4. THE CONTRACTOR SHALL SUBMITA REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THEEARLIEST POSSIBLE DATE. MON #159 D 1-1/2" I Q SURFACE BRASS MONUMENT Ci ryQ I I V I 0 5. ALL WORK SHALL RF CONSISTANT µ17H U77LITY AGENCY REQUIREMENTS THE CON7RACTOR SHALL CONTACTALL PER77NBVT U77LITY AGENCIES 1FN w I W/ PUNCHBRASSDISCWPUNCH MARKBRASS FOUND REBAR ' CAP O IRON PIPE N x c0 `, I FORTYEIGHT (48) HOURSBEFORE COMMENCING WORK, AND SHALL C00RD /NA IF THE WORK WITH 7HEU77LI77ES THROUGHOUT THEPROJECT. Z i N 4"X4" CONC MON W CASE QQ p, h' SET I /2" REABR CQC CAP O Q' O f I 1 6 THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE 70 EAIS77NG U71U77ES THE CON7RACTOR STALL N077FY NEAFFECTEDp W AT NN 12TH ST & UNION AVE LS #9470 I J LIMITY COMPANYAND THE CITY OFRENTON IMMEDIATELY UPONDAMAGE. NE (6/17/05) OSECTIONCORNER x I j I 7. THE CONTRACTOR SHALL NOTIFY THE CITYOF RENTON CONSTRUC77ON ENGINEERINGDIIRSION AT277 -5570 FOR /NSPEC770N PURPOSESQIN=186,373.1000 (K CAS) v Z I Ii N TWENTY -FOUR (24)'. HOURS BEFORE COMMENCING WORK. NO .WORK UNM IT BEENEXAMINED BY THEENGINEER, ZE =16 712.,6.855 (KCAS) 0 I' SHALL HE COVERED HAS O L_1 114 CORNER co o z LEGEND 1 LUMINAIRE SCHEDULE x o I PRIVA E' 26'ACW , i I 0 CONTACTOR CABINET110042 ZIL C I Q Q U Lv POLE I.D.# POLE LOCA77ON MH ARM LENGTH LUMINAIRE C.R. POLE ID # 1 STA 1-(-97 -26' LT 25' 8' 100 w /photo cell 3895 B 1 - f8 GROUND 2 - #8 TH.W. CU. NE LOTH STREET 3 - #12 Photocell 2 STA 1+07 - 23'RT 25' 8' 100 w /photo cell 3896 B 1 - #8 GROUND CHELAN AVE NE 2 #8 T.H.W. CU. 3 STA 2 +58 -23 RT 25' g' 100 w /photo cell 3894 BCHELAN -AVE NE - UTI 1TY EASE N'T z ,' ) o ® JUNC77ON BOX DAVIT ! ALUMINUM DAT STYLE LIGHT STANDARD I t x / 2 I ® CONCRETE PADiiQ 0 0 N I I- N N Q0 (j N N CD z Q CONDUIT & WIRING SCHEDULE RUN NO. CONDUIT SCHEDULE PC' STA 2 +95.40 141T BEGIN., CURB R =20' yc -- ccxd 3 -_ 112 SERVICE 0 oNAL ex2uRes 6/22/07 2 2" Pl7C - SCH: 80 1 - f8 GROUND 2 - #8 TH.W. CU. 3 - #12 Photocell 1 - ¢8 GROUND 3Q 2" PVC - SCH. 40 2- OTH.W. Cu. J_ #12 Photocell Q 2'" PVC -SCH: 40 1 - #8 GROUND 2 #8 T.H.W. CU. I 2- v i PT STA 3 +80.27 I'6'RT I END OF CURB R 0 I. T/C 430.45 I. FOUND 5/8" „REBAR STOP SIGN, & I. CAF I STREET SIGN TOrW - BEUSE SEE DETAILS m I I REMOVED I 4me - _ - f _. , r 4532 - I I 1 lnaf EL O N O1 U) o ® - W Q t 3 2 , o m z — _ x _ w 10„ 1 w - - - - Imo'” 10 ` '" 101476.22' (CALC) 0+500 +00 `. - -_ - -- - -W - -- $ .___. W WD -90 WATER AIN w WfZ \' I C.O;R, MON #1848 FND 1- 2 B - —+ - _ o - 0 C) 892.11 DISC W /PUNCH MARK ON 4 "X4" CONC -- ----------- - - - - -- --- ~ - MON W /CASE - - - - G DETAILIE Q PC STA 2 +03.24, 18'LT 2 U (6/17/05) BEGIN CURB R =30' STATION EQUATIONRENTON) NE 10th STREET T /C= 430.30 1 IN= 183,691.4502 RENTDN L =47.95 STA 2 +50.57(NE 10TH sT)= N E= 1,300,377.4087 ( RENTON- R=30 00 STA a +29.50 (CHELAN) Delta =91 "34'24" INSTALL STD MONUMENT STATION EQUATION N WEST 1/4 OF SEC 10 -23 -5 STA 0 +00 AHEAD= FND 1 -1/2" BRASS DISC W /PUNCH STA 14 +76.22 BACK MEASURED DISTANCE Z t- MARK ON 4 "X4" CONC MON W /CASE 1 1 __TW A \/F- CF I 31207FRr 20'INGRESS /EGRESS EASEMENT REC NO. 9004111113 & 9005091478 W 35' DEDICATED Z RIGHT OF WAY wI Q I zylg H. T J 0 moew x PC' STA 2 +95.40 141T BEGIN., CURB R =20' T/C 0 oNAL ex2uRes 6/22/07 7 3 ECOMMENDED OR APPROVAL a' .3 2 -3 + -00 L-_ Y T DATE Y DATE L PT STA 2 +92340, 18'LT IF3YY DATE _ ND OF CURB R =20' T/C = 432.36 DATE — Y DATE- 11 IT (-I IT CO :T -hut' in"aw FUSE KITSXQUICKDISCONNECT I.00 - 10 AMP IN LINE FUSE TO LUMINAIRE x g KITS - S.E.C. OR EQUAL x \ 2' N.P.S. SLiPFITTER x TYPICAL DESIGN 'B° JUNCTION BOXx 1/4° MINIP1UM BRACKET CABLE SPLICE KITS GROUND LUG DRAIN HOLE CLEAR EPDXY SPLICE KITS ON ALL THRU ?° BY 3/4 REDUCING WASHERV) WIRE RUNS 2' MIN. GROUT VFOUNDATIONOPOFCONCRETE UNDER POLE BASE TOQC/) CONCRETE E LEVEL WITH 3/4' ROMEX CONNECTORJPADWITHLOCKNUTOPOFSIDEWALKSINGLEORDOUBLEMASTr Q 5" 9, R CURB. 3/4' ARM AS REQUIRED i c 0 1111= =1111 =1111- LLJ cr- O z z —1111 — III —1111 c° ° O = IIII —IIiI =III = I -_ ii- 1111 -1111 FOR DOUBLE MAST ARM, INSTALL 2ND CABLE O COPPER e ° 111- 1111- 1111 -1111 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES COPPED WIRE o "° 1111= ARE ON SAME CIRCUIT J ULLJ W Z_ GROULAMPND C zo U 0 4 MAST ARM WIRING DETAIL PVC CONDUIT2- (SIZED AS TEQ' ID SYSTEMLIGHTINGSYSTEM WIRES TO CONTACTOR CONCRETE N FOUNDATION M 5/8'x8' I _ o COPPER -CLAD 3' SO. OR DIA. M a a o GROUND ROD EPDXY FILL EPDXY FILLccCCIlaK. x V Y TYPICAL LIGHTING INLINE SPLICE a WYE SPLICEUNDERGROUNDSYSTEMSPLICEKIT Q ® 7' o 1 a oI o ov o 00 000 0 DIAMETER = 7/8° Da v o ' DEEPo 4-7/8' 4O 3' D o D eo LOAD LINE 0 ovole FUSE 1/4" 57 z I 70 o DoO pv v o0 o Oe STREET LIGHT POLE JUNCTION BOX ° °e o° e o CUTTING RINGS PLAN VIEW SIDE VIEW FUSE KIT LIGHTING STANDARD & JUNCTI N B X D ° NOTE CLASS 'B' CONCRETE D Dr TO BE USED IN a d° J oo ECONSTRUCTIONOFPADamo O o 0 ov v v E 3/8 "X2" LONG PIN HEX 1/2" DIA HOLES SECURITY SCREW SS (TYP) 1 AND COUNTERSINK JUNCTION BOX DIMENSION TABLE PLAN VIEW 1/4 AR ITEM K BOX TYPE TYPE 1ALTERNATEAALTERNATE B TYPE 2 A Box Outside length 22" 22" 33" B Box Outside Width 17" 17" 22 1/2- C Box inside Len th 18" 19" 28" D Box Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1/2" F Lid Width 13" 13" 17" G Box Depth 12" 12" 1 12" H Lid & Frame De th 5 16" 5 16" 5/16" J Wall Thickness Min. 1 1/2 " 1 1 2 "' 11 2" K Wire Reinforcement W -3 W -2.5 1 W -.52 L Legend I See Detail See Detail See Detail ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support 1 8 °Min. Thick Steel C, L or L - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement I ASTM A -82 Steel GALVANIZED, STEEL c f I I K H ELEVATION VIEW 3" 2 ` off DUff__" MMINWp 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DETAILS GALVANIZED STEEL BAR 1" WIDE 1/2" THICK DRILL & THREAD FOR 3/8" DIA BOLTS HAND HOLE LOCKING DEVICE TYPE I AND ll SIZE AS REQUIRED 01188 WALL BRACKET ALUM. ALLOY 6063 -TG 4 -1/2' 2" N.P.S. O.D. SLIPFITTER 112' BNC LOCKBOLT 5' -9" RADIUS GR. 18 -8 S.S. \-1- FLUSH JOINT 4 -1/2' O.D. TAPERED ALUM. POLE 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH H SL 151 HANDHOLE. 4'x6` OPENING W /COVER AND S.S. SCREWS 8' O.D. BASE FLANGE ALLOY 356 -T6 WITH - GROUND LU BOLT COVERS & S.S. SCREWS 1'-6' 1--11 -1/4" SQ, 11' TO 12" DIA. BOLT CIRCLE 4" CONCRETE PAD 4 112' OF BOLT ABOVE FINISHED GRADE 4) l' BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS 4,' 4" ° STANDARD DA VIT POLE INSTALL DECAL NUMBERS VERTICALLY.. INSTALL IN DRY WEATHER 50 °F OR ABOVE. NUMBERING EXAMPLES DECAL NUMBERING SYSTEM 2° T- 332 2 RECOMMENDED LETTER LETTER FOR APPROVAL SUFFIXED PREFIXED BY DATE CITY PUGET POWER OWNED OWNED BY DATE CURB MOUNTINGOF, DATE 90001 SITE HEIGHT BY Cq 15 FEET BY DATE 45 TRAFFIC DECAL1 FLOW RELECTORIZEDGOTHICGOLD LIGH OR WHITE LEGEND ON LACKPLANVIEWBACKGROUND DECAL NUMBERING SYSTEM 2° T- 332 2 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE 90001 SITE BY DATE 15'; BY DATE LIGH cD:T- 3525D2 JUts 4xaul pill q NOTES: 49. 225 AMP COPPER BUSSING, 18 PLC PANEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C.H. 1P 50 AMP BREAKER (BAB1050) 53. C.H. 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE- (MS- 24 -TB) 56. HUBBELL SWITCH (CS1201 -1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) 58. SQUARE D LIGHTING CONTACTOR 9810DPA32V02UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64, STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (51-7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X.25" GASKET 21.00" FRONT T 10.50" 1 O " 8.00 CD 1.00" TYP I 25' Q 13.00 "°" I 4.00" 21.00" BOTTOM 2" TYP SIDE CITY OF REN TON DISTRIBUTOR: TACOMA ELECTRIC SUPPLIES MATERIAL: .125, 5052 -H -32 ALUM. 11.1-1 1 1 SERVICE CABINET z 24`7 39 r RECOMMENDED a L BY DATE BY DATE i— DATE BY DATE BY DATE O w ozLY_ zoME T z2JQVLJ J z W o i N' M- M a S z L p k N 2M44 ao z x N Fxx q NOTES: 49. 225 AMP COPPER BUSSING, 18 PLC PANEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C.H. 1P 50 AMP BREAKER (BAB1050) 53. C.H. 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE- (MS- 24 -TB) 56. HUBBELL SWITCH (CS1201 -1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) 58. SQUARE D LIGHTING CONTACTOR 9810DPA32V02UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64, STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (51-7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X.25" GASKET 21.00" FRONT T 10.50" 1 O " 8.00 CD 1.00" TYP I 25' Q 13.00 "°" I 4.00" 21.00" BOTTOM 2" TYP SIDE CITY OF REN TON DISTRIBUTOR: TACOMA ELECTRIC SUPPLIES MATERIAL: .125, 5052 -H -32 ALUM. 11.1-1 1 1 SERVICE CABINET z 24`7 39 r RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE eD:r- 332543 161FfaW Lz l12 z L,jui Ii o0 z R x EX WIRE FENCE NOTES. THAT PORTION OF THE NE 1/4 OF THE NW 1/401INSTALLALUMINUMDAVITSTYLELIGHTSTAOFSECTION10, TWN 23 N2STANDARDW1100WATT RANGE 5 E2 W.M. HP SODIUM VAPORILUA41NAIRE & LAMP — 25' MOUNTING HEIGHTLUMINAIRETOBEM250A2, MC N DISTRIBUTION FLAT LENSW1CUTOFFOPTICS. FOUND 5/8 REBAR CAPDINSTALLALT "B" JUNCTION Box. INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT, TYPE III, EX CYCLONE FENCEGROUNDNEUTRALSERVICE. PROIVDE CIRCUIT 'BREAKERS. SEE DETAIL qHP-P-T lk ",4 NE. 12T H QT 20 JOINT USE EASEMENT FOR 1, z 0 z' I V) POLE LOCATION MH ARM LENGTH 0 25' 8, NE 10TH STREET 2 STA 1+11 —23RT 0 CN 4 CHELAN AVE NE CN STA 2+58 —23 'RT Q0 jo CN I 0 z a. n1l Lli m 1,0 0 Ln N 0 olcn0 m z0 R x EX WIRE FENCE NOTES. THAT PORTION OF THE NE 1/4 OF THE NW 1/401INSTALLALUMINUMDAVITSTYLELIGHTSTAOFSECTION10, TWN 23 N2STANDARDW1100WATT RANGE 5 E2 W.M. HP SODIUM VAPORILUA41NAIRE & LAMP — 25' MOUNTING HEIGHTLUMINAIRETOBEM250A2, MC N DISTRIBUTION FLAT LENSW1CUTOFFOPTICS. FOUND 5/8 REBAR CAPDINSTALLALT "B" JUNCTION Box. INSTALL STREET LIGHT CONTACTOR CABINET #0106, 120/140 VOLT, TYPE III, EX CYCLONE FENCEGROUNDNEUTRALSERVICE. PROIVDE CIRCUIT 'BREAKERS. SEE DETAIL qHP-P-T lk ",4 NE. 12T H QT 20 JOINT USE EASEMENT FOR 1, z 0 z' I V) POLE LOCATION MH ARM LENGTH 0 25' 8, NE 10TH STREET 2 STA 1+11 —23RT 0 CN 4 CHELAN AVE NE CN STA 2+58 —23 'RT Q0 jo CN I 0 z n1l Lli m 1,0 0 Ln N 0 olcn0 m z LOTS- 4 & 5 LEGEND N.W. CORNER SEC 10-23-5 MON IN CASE SURFACE BRASS MONUMENTC.O.R. MON #159 FND 1-1/2 cy BRASS DISC W/PUNCH MARK FOUND REBA R & CAP0 N) 4274:7 COON4 "X4" OR IRON PIPECONMONW/CASE 0 SET 112"REBAR & CAPATNN12THST & UNION AVE LS #9470 NE (6/17/05) N-186,373.1000 (KCAS) SEC T1 ON CORNER z 0E=1671236.855 (KCAS) ; E:::-- 114 CORNER 0 0 0 LUA41NAIRF rl-49-nl // r- 00 > POLE LD.# POLE LOCATION MH ARM LENGTH STA 1+97 —26' L T 25' 8, NE 10TH STREET 2 STA 1+11 —23RT 2 80 CHELAN AVE NE STA 2+58 —23 'RT 25' 81 CHELAN AVE NE I I LUMINAIRE 100 w1photo cell 100 w1photo cell 100 w1photo cell 0 CD FOUND 5/8 vREBAR CAP C 7 0'$ w 7-10' w 7 W t 1476-22' (CALC) 811R. 50 WsT_", MON #1848 FN [y T--T2-,"- BRA-S-S-- 0+ 1+0 O C. W/PUNCH MARK ON 4"X4" CONr0892.11 CD mnr\i w /rA (zp- 6/17/05) N=183,691.4502 (RENTON) Ya CN E=1,300,377.4087 (RENTM_ 7 CN WEST 1/4 OF SEC 10-23-5 FND 1-1/2 P) BRASS DISC W/PUNCH MARK ON 4)X4$) CONC MON W/CASE A M o? 30591 33 11 164_4.E y BBARRIEARI PC STA 2+03.24, 181T DETAIL 2 BEGIN CURB R=30' T/C =430.30 STATION EQUATIONNE10thSTREET jZ.9 CL=47.95 STA 2+50.57(NE 10TH ST)= R=30.00 STA 4+29.50 (CHELAN) STATION EQUATION _____LeIta=91*34'24" INSTALL STD MONUME_NT STA 0+00 AHEAD= STA 14+76.22 BACK MEASURED DISTANCE 7-7TW A \/F QF- GRAPHIC SCALE 20 0 10 20 40 IN FEET I inch = 20 ft. CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE W THE CITY OF RENTON STANDARD SPECIRCA 77ONS AND THESE PLANS i 2 THE LOCA 77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL O BE VERIFIED IN THE FIELD By THE CON7RACTOR AS NECESSARY 0--) 1 Lo 3 INSTALL ALL STREET LIGH77NG MATERIALS SHOWN ON THE PLANS, CD EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST CNn AVAILABLE GRADE OR QUALITY, EXCEPT AS N070. 11 O 4- THL CON7RACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON iy FOR MA 7FRIALS APPROVAL A T THE EARLIEST POSSIBLE DA IF 5 ALL WORK SHALL BE CONSISTANT WITH UTILITY AGENCY REQUIREMENTS THE CON7RACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL COORDINA IF THE WORK WITH THE U77LI77ES THROUGHOUT THE PROJECT 6. THE CONTRACTOR SHAH BE RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG U77LI77ES THE CONTRACTOR SHALL N077FY THE AFFECTED U77LITY COMPANY AND THE CITY OF RENTON IMmEDIA L y UPON DAM/{ MoW 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTTUC770N ENGINEERING DIVISION AT 277 -5570 FOR INSPEC 770N PURPOSES TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED By THE ENGINEER. E ND D 0 CONTACTOR CABINET 10042 0 JUNC77ON BOX CA ALUMINUM DAVIT STYLE LIGHT STANDARD4s, 00 CONCRETE PAD0 20'INGRESS/EGRESS EASEMENTRECNO. 90 / 04111113 & 9005091478 35' DEDICATED T- 33250L RIGHT OF WAY 80 D RECOMMENDED 3— - G - - FOR APPROVAL 8"_ 32,9 n By DATE BY — —RATE PT STA 2+92340, 181T BYENDOFCURBR=20' RATE T/C =432.36 BY — —DATE BY —DATE NWO: OR 0 Ln0 cW7 d a FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C, OR EQUAL - TYPICAL DESIGN "B" JUNCTION BOX GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS N ALL THRU WIRE RUNS 2" MIN, GROUT j UNDER POLE BASE J D CONCRETE MATERIALS 1--- TYPE TYPE 0 X x o 1 ITEM x CV r Lid X a A Box Outside length_ W o m 22" x n d F" O 8 BARE a X FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C, OR EQUAL - TYPICAL DESIGN "B" JUNCTION BOX GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS N ALL THRU WIRE RUNS 2" MIN, GROUT j UNDER POLE BASE J D CONCRETE r W p Uj z z I IT z O R 5/8"x8' COPPER -CLAD GROUND ROD - o_ 5"1 I9„ MWOMM PVC CONDUIT SYSTEM CONCRETE FOUNDATION TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE 4' 3 SQ. R D IA, TYPICAL LIGHTING UNDERGROUND SYSTEM TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. O v pv O 017 Ov 4 e° O v D a D 4" DEEP DO ( D Ov D O O d D O D v v D D DD O D 4 dvao v0 D A o Dv dvd Ova 0 0 DOA e °D Q ° p oO Do Dv o o p z_ o D D p O o ° e d ° 0 O e d d d o e D D D D D3' d o O v o O O d v0LD OO O o Oo DOr> b, e d O >1OD o I P CTIO od o e STREET LGHT OLE JUNN BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX A o v 00 O° D o o v O C - - - 0 D v -- D O p d e 4 D z D NOTE: CLASS 'B' CONCRETE d o De° TO BE USED IN a J O o CONSTRUCTI N F PAD o ° D D d m o o D O Dv v v D 1 1' PLAN VItW JUNCTION BOX DIMENSION TABLE M MATERIALS 1--- TYPE TYPE 0 TYPE 2AITEM ALTERNATE A Lid ALTERNATE B Ov A Box Outside length_ 22" 22" 33" B F" O 8 BARE a C U COPPER GROUND WIRE 28" D ED 14" 17" E Z 18" Z 26 1 2" F Lid Width O W c O U G Box De th 12" 12" 12" H Cn 5 16" 2- (SIZED AS REQ'D) 5/16 J Wall Thickness ,Min. LIGHTING SYSTEM 1 1 2" 1 1 2" K WIRES TO CONTACTOR - r W p Uj z z I IT z O R 5/8"x8' COPPER -CLAD GROUND ROD - o_ 5"1 I9„ MWOMM PVC CONDUIT SYSTEM CONCRETE FOUNDATION TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE 4' 3 SQ. R D IA, TYPICAL LIGHTING UNDERGROUND SYSTEM TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. O v pv O 017 Ov 4 e° O v D a D 4" DEEP DO ( D Ov D O O d D O D v v D D DD O D 4 dvao v0 D A o Dv dvd Ova 0 0 DOA e °D Q ° p oO Do Dv o o p z_ o D D p O o ° e d ° 0 O e d d d o e D D D D D3' d o O v o O O d v0LD O OO o Oo DOr> b, e d O >1OD o I P CTIO od o e STREET LGHT OLE JUNN BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX A o v 00 O° D o o v O C - - - 0 D v -- D O p d e 4 D z D NOTE: CLASS 'B' CONCRETE d o De° TO BE USED IN a J O o CONSTRUCTI N F PAD o ° D D d m o o D O Dv v v D 1 1' PLAN VItW JUNCTION BOX DIMENSION TABLE M MATERIALS BOX TYPE TYPE 1 TYPE 2AITEM ALTERNATE AK Lid ALTERNATE B A786 A Box Outside length_ 22" 22" 33" B Box Outside Width 17" 17" C Box Inside Len th 18" 19" 28" D Box Inside Width 13" 14" 17" E Lid Len th 18" 18" 26 1 2" F Lid Width 13" 13" 17" G Box De th 12" 12" 12" H Ud & Frame De th 5 16" 5 16"' 5/16 J Wall Thickness ,Min. 1 1 2" 1 1 2" 1 1 2" K Wire Reinforcement W -3 W -2.5 W -2.5 L Le end See Detail See Detail See Detail ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support 1 8'Win. Thick Steel C, L or L - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel GALVANIZED STEEL L 2" MIN TYP ELEVATION VIEW 6" GRAVEL PAD COMPACTED 3 TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DETAILS 2" N,P,S, SLIPFITTER BRACKET CABLE 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR SINGLE OR DOUBLE MAST WITH LOCKNUT ARM AS REQUIRED 3/ r!e FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT 1/2" DIA HOLES AND COUNTERSII GALVANIZED ! BAR 1" WIDE 1/2- THICK ARM WIRING DETAII HAND HOLE TYPE 2" LONG PIN HEX 21TY SCREW SS (TYP) THREAD 3" DIA BOLTS LOCKING DEVICE I AND 11 MOUNTING HEIGHT 15 FEET 0.188 WALL BRACKET ALUM, ALLOY 6063 -T6 1/2" BNC LOCKB LT GR, 18 -8 SS. FLUSH JOINT 4 -1/2" ,D, 2° TAPERED ALUM, POLE 0,188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S,S, SCREWS BASE FLANGE ALLY 356 -T6 WITH BOLT COVERS & S,S, SCREWS 11" TO 12" DIA. BOLT CIRCLE 1/2" OF BOLT ABOVE 4" CONCRETE PAD 4 FINISHED GRADE 4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4NUTSANDWASHERS °° a o ° 4" STANDARD DA V1 T POLE INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50° F OR ABOVE, NUMBERING EXAMPLES 1 P 2 5 3 6 4 7 C 8 LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED T-3321,505 CURB dF 4! ' TRAFFIC DECAL; L — RELECTORIZED 2„ -2 2 a- „ GOTHIC GOLD 2'$ 3 OR WHITE LEGEND ON BLACK PLAN VIEW BACKGROUND DECAL NUMBERING SYSTEM RECOMMENDED FOR APPROVAL BY DATE BY DATE ANIG BY DATE 90001 SITE T A Tr — OF: _ I 0 0 0 W d a