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HomeMy WebLinkAboutzT-3385SetM w O. A Is z o n W z CD z ca � z g JERICHO AVE. 307 +00 3 8+ X11600 % ! I 12 .; ^% i TYPE M —C —II! H.P.S. LUMINAIRE, ARM +_' AND ALUMINUM DAVIT STYLE POLE 9' / 1 v, LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) o + / tom, II_ �: 1 /i. ;3L� I I I i t I z I r i I K z; WITH CONCRETE PAD LLj J' w as € f I 6 6.. I ® ELECTRICAL SERVICE CABINET Z �I l l; 7 I I: d ;' -- - -- 4y 10 - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) �o a E j m 200 +00 201 +00 202 +00 203 +00 4 +00 ti„ -, F, M1 i ( _ 8 TYPE 1 JUNCTION BOX WITH CONCRETE PAD mN 205+n0 206 +00 74 AND LOCKING LID PER DETAIL ON SHEET IL3 _ i - -- — ., -- - - - - -- — - �� �!z ax ILWAOO PL. N.E 9 - - - -- — of TYPE 2 JUNCTION BOX WITH CONCRETE PAD - - - -- AND LOCKING LID PER DETAIL ON SHEET IL3 � 16 f� i II 2 I 1 � ; j I I WIRE NOTE 6 7 o i 5 — i �' `-T �{ f ✓� I r O CONSTRUCTION NOTE f � I 9 o z_ 6 i oI o : \ _ I o 20 40 \G --------- cD o iI L... o 1 !� I a — — — — - ...._. - ° I ..._..__._i r.._ o ^ i i .... a......1 ° _. J ' w M601 o EX 150 —WATT !LUMINAIRE p n\ J J f AT `30 M.H.'.Q REMAIN RECORD DOCUMENT m ( #4943C) a (' : 6: _i r I 4 i f 6 DA TE BY - I— -... -- APPROVAL CO CO MEND FOR 400 00 401 +00 ° 402 +00 403 +00 404 +00 405 +00 406 +00 407 +00 408 +00 ° I BY DATE HOQUTAM AVE. N.E. o BY /Li DATE s' C/a , Ln GENERAL NOTES CONSTRUCTION NOTES BY DATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON O INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 7TH ST., STA. 102 +50.5, MARTIN STANDARD SPECIFICATIONS AND STANDARD DETAILS. 22.5' RT. LABEL CABINET AS #0119. �¢ti of w9sh'Atitn� 2. SEE SHEET IL2 FOR LUMINAIRE AND WIRING SCHEDULES. SEE SHEETS I12, I13 AND I14 z FOR CITY OF RENTON STREET LIGHTING STANDARD DETAILS. O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR ELECTRICAL POINT OF SERVICE. ROUTE HERMAN TRAFFIC ENGINEERING SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO POINT OF SERVICE PER PSE 3030 9 �x 3. ANY OVERHEAD POWER LINES TO REMAIN SHALL PROVIDE A MINIMUM OF 10' OF REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE CONNECTION. oes,c E 616'V -7 15324 Southeast 133rd Court, Renton, Washington 98059 d HORIZONTAL AND /OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES. exPiRes m /a, /o9 425- 277 -1740 tel. 42S -277 -5718 fax hte@comcast.net z c u'. T S7n >o l AN 2 2 2wii U 1 J w C) V) 3: cn O w 0 J 0 w _j U U' N Z g o a z J J ao v o o; z 00 o.€ H-- � z �w LLJ aD ° U �o c a� E �N �a Y8 o ?off inn F7 °J B.M.I. EURTN POLE ID NO. CITY OF RENTON CITY OF RENTON SUBMITTAL ` LAMP WATTAGE DISTRIBUTION METER BASE NOTES: O CELL 1 MAIN 49, 225 AMP COPPER BUSSING 18 PLCS'PANEL 402 +08.5 22.5' LT. 150 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) TEST SWITCH 8' A 52, C.H. iP 50 AMP BREAKER (BAB1050) 2477C HOQUTAM 20A 53, C.H. 1P 20 AMP BREAKER (BAB1020) 32,13 a c 54, C.H. 1P 15 AMP BREAKER (BAB1015) A 3 LIGHTING A 55. MILBANK METER ENCLOSURE (MS-24-TB) 405 +88.5 22.5' LT. 150 56, HUBBELL SWITCH (CS1201 I) lUl A 11 'A MAIN IR'AIER, MOD AM- LINE AMPS- 10D AMP 20A- 57, GFCI. RECEPTACLE 20 AMP (LEVITON '6898 -I) ��S R 12480 vA LOCATION LIGHTING D TOTAL LOAD 2352o FEEDER SIZE. TOP FEED PHASING SINGLE ICVA DEMAND-- LIGHTING B 58. SQUARE D LIGHTING CONTACTOR 100 M -C -III 25' (9810DPA32V❑2UI) A 5 2oA 61. S❑UTHC❑ DOOR - S.S. HINGE (F6 =3 -1) NOTES 22.5' LT. 0 0 7013 64, STAINLESS STEEL HANDLE 65. DEAD B ❑LT LOCK 'BEST' (5L7RL2 626) 66, SQUARE D TERMINAL BLOCK 67, SQUARE D END CAP 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 8' A 70, 1 "X.25" GASKET 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 200 +47.5 CONTRACTOR: IS RESPONSIBLE 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER 25' TO VERIFY METER'.. C : Wo38.00 .. 2478B ARRANGEMENT 53. C.H. IP 20 AMP BREAKER (BAB1020) ® 100 MEETS EUSERO REQUIREMENTS ' 54. C.H. 1P 15 AMP BREAKER (BAB1015) 8' GROUND BAR APPROVED 8Y: '. ° 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 203 +89 PUGET SOUND ENERGY , 56. HUBBELL SWITCH (CS1201 -D M -C -III 0 o° TACOMA POWER 57, GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -D 21.00 16.00 ILWACO PL. 10.501 4.00 I 8.00 1.00J O TYP 2 00 6.00 0.75X1.25 TYP �Ty 1600 .00 PUGET SOUND ENERGY JOB NAME1 CITY OF RENTON ISO WNFIELD DISTRIBUTION. MANUFACTURING INC. CONTRACTOR 61820 BICKFORD A\C;SNOHOMISHWA PURCHASE ORDER: :: - (360)56& 0572 Fay (360)568 -0577 .MATERIAL! .125 5052-H32 ALUM. THIS DRAWING IS THE PROPERTY OF BROWNFIELD MANUFACTURING, INC.: AND IT'S SUBMISSION DOES NOT GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS REPRESENTED HERE iN WITHOUT THE PRIOR WRITTEN CONSENT OF BROWNFIELD MANUFACTURING INC COATING TYPE: : - -DRAWN BY: MEKKI AL -AZADI HARDWARE: QUANTITY• SCALE = NONE DRAWING NO.- FINISH: MILL ALL DMENSIDNS WORKING DRAWINGS BUILD ARE IN DECIMAL TG THESE COLOR: DATE1. OCT. 24,2002 PAGE: OF: M -C -III 51 INCHES SPECIFICATIONS POLE SCHEDULE B.M.I. EURTN POLE ID NO. CITY OF RENTON SUBMITTAL POLE ` OFFSET LAMP WATTAGE DISTRIBUTION METER BASE "15A O CELL 1 MAIN HOQUTAM 402 +08.5 22.5' LT. 150 M -C -III TEST SWITCH 8' A 2477C HOQUTAM 20A 22.5' LT. 150 M -C -III 30' SIGNAL A 3 LIGHTING A HOQUTAM 405 +88.5 22.5' LT. 150 20A lUl A 11 'A MAIN IR'AIER, MOD AM- LINE AMPS- 10D AMP 20A- 4 ��S R 12480 vA LOCATION LIGHTING D TOTAL LOAD 2352o FEEDER SIZE. TOP FEED PHASING SINGLE ICVA DEMAND-- LIGHTING B 22.5' RT. 100 M -C -III 25' 20A A 5 2oA 7TH ST. NOTES 22.5' LT. LIGHTING C M -C -III 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 8' A 6 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 200 +47.5 G 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER 25' F 52. C.H, 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 2478B I 53. C.H. IP 20 AMP BREAKER (BAB1020) 22.5' RT. 100 M -C -III 54. C.H. 1P 15 AMP BREAKER (BAB1015) 8' GROUND BAR 8 ° 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 203 +89 22.5' LT. 56. HUBBELL SWITCH (CS1201 -D M -C -III 25' 8' 57, GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -D APPROVED BY: 24808 ILWACO PL. 58, SQUARE D LIGHTING CONTACTOR PUGET SOUND ENERGY si 50 M -C -III (9810DPA32VO2UD 61. S❑UTHC❑ DOOR S.S. HINGE (F6 -3 -1) TACOMA POWER 51 s4 10 64. STAINLESS STEEL HANDLE 6TH ST. s1 22.5' LT. 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) M -C -III 51 8' 66. SQUARE D TERMINAL BLOCK 11 as 6TH ST. 67. SQUARE D END CAP 22.5' LT. 100 M -C -III 70. 1"X.25" GASKET RO WNFIELD 0 12 2482B MANUFACTURING, INC. A. 66 22.5' RT. 100 .1820 BICKFORD AVE. SNOHOMISH WA (3601566 -0572 Fay (36066s-0577 25' 8' C 13 2484B 7TH ST. MATERIAL: COATING TYPE! THIS DRAWING IS THE PROPERTY OF BROWNFIELD MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS Q M -C -III DRAWN BY: MEKKI AL -AZADI REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN ° 58 ° HARDWARE: QUANTITY: CONSENT OF BROWNFIELD MANUFACTURING INC. SCALE = NONE DRAWING NO., ° ° FINISH COLOR: ALL pIMENS[oNS W�2KING DRAWINGS BUILD 25' 8' DATEi OCT 24, 2004 PAGEI ARE IN pECIMAL TG THESE OF: INCHES SPECIFICATIONS CITY OF RENTON ELECTRICAL SERVICE CABINET POLE NO. POLE ID NO. STREET POLE LOCATION POLE ` OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING' HEIGHT MAST ARM CIRCUIT NO. 1 2475C HOQUTAM 402 +08.5 22.5' LT. 150 M -C -III 30' 8' A 2 2477C HOQUTAM 403 +98.5 22.5' LT. 150 M -C -III 30' 8' A 3 2479C HOQUTAM 405 +88.5 22.5' LT. 150 M -C -III 30' 8' A 4 24768 7TH ST. 101 +24 22.5' RT. 100 M -C -III 25' 8' A 5 2481B 7TH ST. 102 +55 22.5' LT. 100 M -C -III 25' 8' A 6 24838 ILWACO PL. 200 +47.5 22.5' LT. 100 M -C -III 25' 8' B 7 2478B ILWACO PL. 202 +13 22.5' RT. 100 M -C -III 25' 8' B 8 2485B ILWACO PL. 203 +89 22.5' LT. 100 M -C -III 25' 8' B 9 24808 ILWACO PL. 205 +61.5 22.5' RT. 100 M -C -III 25' 8' B 10 2487B 6TH ST. 303 +49.5 22.5' LT. 100 M -C -III 25' 8' B 11 2489B 6TH ST. 301 +83.5 22.5' LT. 100 M -C -III 25' 8' B 12 2482B 7TH ST, 104 +25 22.5' RT. 100 M -C -III 25' 8' C 13 2484B 7TH ST. 105 +51.5 22.5' RT. 100 M -C -III 25' 8' C 14 2486B JERICHO PL. 107 +07.5 22.5' RT. 100 M -C -III 25' 8' C 15 2491B JERICHO PL. 108 +42 22.5' LT. 100 M -C -III 25' 8' C 16 2488B JERICHO PL. 110 +07.5 22.5' RT. 100 M -C -III 25' 8' C 17 2493B JERICHO PL. 111 +42 22.5' LT. 100 M -C -III 25' 8' C 18 2495B 6TH ST. 305 +08.5 22.5' LT. 100 M -C -III 25' 8' C 19 2490B 6TH ST. 306 +37 16.5' RT. 100 M -C -III 25' 8' C 20 2492B JERICHO AVE. 307 +52.5 16.5' RT. 100 M -C -III 25' 8' C ROLL 2 O fi WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 6 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL 2 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL STREET CROSSING 3 2" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL 4 1 2" PVC (SCHEDULE 40) 4 - #8, 1 - #8 GREEN 5 2" PVC (SCHEDULE 80) 4 - #8, 1 - #8 GREEN STREET CROSSING 6 2" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN 7 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN STREET CROSSING 8 2" PVC (SCHEDULE 40) INSTALL PULL CORD SPARE 9 2" PVC (SCHEDULE 40) 3 - #2 SERVICE ENTRANCE RECOMMENDED FOR APPROVAL BY DATE A /A( BY DATE �s �F WA$,h;� BY DATE z H I E= HERMAN TRAFFIC ENGINEERING RECORD DOCHMENT Rf3 ° " °E °�� GIST FS`r�ONAL EN °\� 15324 Southeast 1 33rd Court, Renton, Washington 98059 61-7 425-277-1740 tel. 425 -277 -5718 fax hte@comcast.net BY DATE JESPIRES 01/31/09 FRM:31�77r c,u: I• ))`DW4- arANNW JUN 922007 is ° a s o a SIZE AS R R/W LINE � T REQUIRED C CONC. PAD J JAN -23 - 14:26 CITY OF RENTON 425 430 4231 P.01,01 a 0 0 � 0.188 WALL BRACKET ' '1 '8 20 C CURBALK -2004 1 ALUM. ALLOY 6063 -T6 ! 1 UTILITY E 4 -1/2'J 2" N P R 0 10' U ��� TOTE 1 /2° BNC LOCKBOLT 5 [PATTER } CROADWAY R R/W R/W / / I I I N C o R P 0 R A T e D %70% Lock ?J 'O %!� GR. 18 -8 S.S. j j 0 0 1 10' 7.5' FLUSH JOINT i 1 -2 C (n 4 4 -1 /2" O.D. S i f 1 CURB J 0 R R/W LINE 1 1' 2" 1' -2" 0 1 TAPERED ALUM. POLE 2 25 -0 C 10' MIN. _ _ - O S SATIN GROUND FINISH 4 40' -0" 28' -3" H H f f 5 SL' H �5 'SL' z S SHAFT FACE OF CURB T TO FACE OF CU B TO gH 2 25' 30' 35'! 40' CENTER OF O OLE CENTER OF OLE JSL 1 18'-3-123--3--128'-3" 33' -3" r 151 HANDHOLE. 4 "x6" OPENING 1 1' 2 "` D O i O G ' '$bir¢ °LONG W /COVER AND S.S. SCREWS — —8" 0_D. BASE FLANGE ALLOY 356 -T6 WITH G GROUND UG - 2' TO 4' STREE LIGHT CONDUIT S STREET LIGHT CONDUIT 5 and BOLT COVERS & S.S_ SCREWS j j -1'_6" T T WALL ALLOY 6063-T6 1 .��" ' Ly" a I 11" TO 12" DIA. O �I 1- 11 -1/4" SO. H H' TYPICAL STREET LIGHT TYPICAL STREET LIGHT OPENING LE 4'xV SL, FOUNDATION LOCATION FOUNDATION LOCATION HANDHOLE ! ID o B BOLT CIRCLE 4 1/2" OF BOLT ABOVE & & S.S. SCREWS. DxILt THREAD t Li- Z 'yf =_ I (4) 1„ BNC GALV. STEEL } } 1 INSIDE POLE i . , WID, 3:a A ANCHOR BOLTS WITH 4 4' z a ° - N NUTS AND WASHERS = = i i LLJ aw 4 o� m ^ y y - U � �� S STREET LIGHT ( (MODIFIED) ^ ° C STANDARD 25 -40 FOOT DAVIT POLE L CONDUIT TRENCH DEPTH 24" LIGHT BASE AND JUNCTION BOX LOCATIONS E A ALTERNATE STREET. CROSS SECTION TOTAL P. e1 AN A ADOPTED A ADOPTED T Standard P lans + ±P` + � • DATE REVISION BY APPR D •O LST DATE: 1 0/30/96 DATE REVISION BY APPR D D "'NSO? LST DATE: 12/96 " D 2" N.P.S. SLIPFITTER I INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50 P OR ABOVE. _ e ewe 2 2+ N P � 3 FUSE KITS 8 I 4 /2" BY 3/4" S 3 6 O TYPICAL DESIGN "B° ' ' O OWNED OWNED o� . a 1 .. J JUNCTION BOX 1/4" MINIMUM R u S SPLICE KITS GROUND LUG D DRAIN HOLE C CURB RECOMMENDED FOR APPROVAL � W 0 4 4" CONCRETE B BE LEVEL WITH 3 3/4" CONNECTOR 9 MOUNTING + 9� BY DATE IIII= o° IIII IIII- 3 o I 3 4„ HEIGHT 15 4 450 B BY DATE RECORD DOCUMENT n G GROUND WIRE I SINGLE OR DOUBLE MAST T � FLOW R 2- (SIZED AS REQ'D) PVC CONDUIT_ LIGHTING SYSTEM SYSTEM P PLAN VIEW WIRES TO CONTACTOR FOUNDATION — — D DECAL P PETsNy�� GROUND ROD F FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 z O BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES O OR WHITE LEGEND °w W7W w A ARE ON SAME CIRCUIT B BACKGROUND _ ' 'G SIC Of MAST ARM WIRING DETAIL E E %Pk65 0„ 3 „09 STREET LIGHT STANDARD TYPICAL LIGHTING UNDERGROUND SYSTEM S STRAIN RELIEF DETAIL D DECAL NUMBERING SYSTEM ' '' I,. ADOPTED Y YO ADOPTED � �j.Y O H 'j�1 HERMAN A 15324 Southeast 1 33rd Court, Renton, Washington 98059 G CITY OF RENTON C CITY OF RENTON C CJ CITY OF RENTON 0 111 11 0 z DATE REVISION BY APPR'D D DWG. NAME: JR -06 SP PAGE: J007 D DATE REVISION BY APPR 1 DWG. NAME: JR -05 SP PAGE: J006 D DATE R REVISION BY APPR'D DWG. NAME: JR -09A SP PAGE: J009 - s _ 3 c0 i •3395031neu j” V 4 2Uw _. -, .. P AN, " kff "'0' 1 M� r � A if a *ppt P AM i� �v a. i n NOTES: LIGHTING STANDARD & JUNCTION BOX TYPICAL LIGHT BASE AND .JUNCTION BOX 0 All dimensions are minimum. Exact configurations vary among different manufacturers. CONCRETE PAD 8— The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 1' Boxes shall be 28% minimum of overall thickness. a T -0 VARIABLE 3i -0" Lid support members shall be welded to the frame. O d,. ov °O ov p °OV o �1,_6••: M.IN. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded 'O ° D Ov oo e c o >oV wire fabric welded to the frame. d evd o v0 ° A a o v ov °vb When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12° deep ° O O �. o 1' -6" extension boxes. o° ° o z' D D PLAN VIEW O p vA p b = eo 3' 1 1 1 When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 O ° O -4 o co 4 gage divider plate complete with fasteners. ° J Non- concrete Boxes may be submitted for approval. Evoluction will include an H -20 �D° Load Test. °o No e A Oo J .JUNCTION BOX DIMENSION TABLE I c P - i STREET LIGHT POLE JUNCTION BOX O w � Q � Z O w Q QJ ccz J G J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" 1„ CONCRETE PAD I. 3'-0" 1-3' 0 "-I PLAN VIEW SIDE VIEW ° v o v v , , o P`i; '. 0 4" DEEP 4 O OB evD o Ll ca LL O o vo Ie I vo .FRONT VIEW SIDE VIEW '1 ELEVATION VIEW - ITEM MATERIALS ov"o TYPICAL JUNCTION BOX `C Box 6000 PSI concrete See Notes w." • Frame Diamond Plate Steen- A786 oe CONCRETE PAD O • Lid Support 1 8'Min..Thick Sted C, L or T. - A36 ° a { -- 3' 0 "- + An ':SDiamond el. Wire or Tel - late INDIVIDUAL JUNCTION BOX - F�4• —o" ; Anchors Steel Wire or Tee Plate s- GRAVEL PAD , „. o . 6e< apo' o COMPACTED 4 •.: o Reinforcements ASTM A -82 Steel. o *GALVANIZED STEEL o v O° o° p ° o v a O y TYPICAL JUNCTION BOX INSTALLATION DETAILS b v Ll 00 3:°Q LEGEND DETAIL (Mar L) I I' = "°� I m TrPE r sox ° :oe °a NOTE: CLASS 'B' CONCRETE FRONT VIEW SIDE VIEW n z p TO BE USED IN } Z - SIGNALS J5 v TYPE •1' BOX ° o � Ddo CONSTRUCTION OF PAD Du LIGHTING J �n nk „�• d J 00 1J as TS -LT. 1HOOx.OfrA� PLAN SYMBOLS - a TYPICAL CONCRETE PAD DETAILS mp TELEMETRY TRAFFIC SIGNAL SYSTEM Lr_c_END - ° ° b o ° 1' CONCRETE PAD DETAILS JUNCTION BOX DETAILS 0.. ° cv v v , m E T I. '_ Y ADOPTED OF RENTON 1 ` CITY OF ADOPTED Cl\ Y CITY D OF RENTON cN Form Letters w'th 1/8” Weld 'E C, 9eod. Grnd off Damond ,. ,:„ PLAN VIEW • 44 �II a C, Pattern before forming : f o ° letter.. p- Standard plans Standard plans p - -• _ = Standard plans drj ILWMINATION SYSTEM LEGEND NT LST DATE: 11/89 NS LST DATE: 10/30/96 N"C LST DATE: 10/30/96 DATE REVISION BY APPR DWG. NAME: JR -36 - SP PAGE: JO 16 DATE REVISION BY APPR 11 DWG. NAME: JR -07 SP PAGE: J008 DATE REVISION BY APPR D DWG. NAME: JR -36A SP PAGE: J015 �; a I FUSE KIT a- FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON a Standard plans LST DATE: 11/5/96 DWG. NAME:JR -12 SP PAGE:J013 RECOMMENDED FOR APPROVAL BY �e�.. -•/+i. G��.,.,,.a..i DATE s v� STREET LIGHT CONTACTOR CABINET BY DATE f �AASN F AND CABINET FOUNDATION BY DATE z 1E=. HERMAN TRAFFIC ENGINEERING � Y O ADOPTED DTFY OF RENTDN RECORD DOCUMENT 307' 0 �- � � + °FSS 'STEaE���`�r` 15324 Southeast 133rd Court, Renton, Washington 98059 ,p— Standard ptens aNALEN E`Nj0 LST DATE: 12/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net BY DATE EXPIREB °,�3,�as DWG. NAME: EPDXY FILL EPDXY FILL„ GENERAL NOTES wo € zoo INLINE SPLICE 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 2 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS WYE SPLICE SPLICE KIT 3. 4-1/4" TRIANGULAR SHAPED CORNER LOCK DOWN PLATES ° JR -09 SP PAGE: J010 4- 1/2"X16 "GALVANIZED ANCHOR BOLTS CONDUIT ENTR. a a DIAMETER - 7/8„ _ 4- 7/8 --I AREA G,L. N I -G.L. V A a A A V o N o A A O O A n d A d a I PLAN VIEW o T LOAD LINE SIZE T❑ SIZE T0� FIT CABINET FIT CABINET 1/4" FUSE 1/4" FRONT VIEW SIDE VIEW 1 /8' © 0 1 /8" CUTTING RINGS I CABINET FOUNDATION I FUSE KIT a- FUSE KIT & SPLICE KIT DETAILS Y O ADOPTED CITY OF RENTON a Standard plans LST DATE: 11/5/96 DWG. NAME:JR -12 SP PAGE:J013 RECOMMENDED FOR APPROVAL BY �e�.. -•/+i. G��.,.,,.a..i DATE s v� STREET LIGHT CONTACTOR CABINET BY DATE f �AASN F AND CABINET FOUNDATION BY DATE z 1E=. HERMAN TRAFFIC ENGINEERING � Y O ADOPTED DTFY OF RENTDN RECORD DOCUMENT 307' 0 �- � � + °FSS 'STEaE���`�r` 15324 Southeast 133rd Court, Renton, Washington 98059 ,p— Standard ptens aNALEN E`Nj0 LST DATE: 12/96 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net BY DATE EXPIREB °,�3,�as DWG. NAME: J11R b b ftARR JR -09 SP PAGE: J010 J11R b b ftARR Cal w z In V) O 0 z :D ao '0 00 "0 E LLJ a F mE ,N J. rl S.E. 1/4, SEC. 109 'TWP. 23 N., RGE. 5 E.v W.M. Sa 7 (23 Q2 A 107+00 108+00 ZL6' 09 +00 110+00 111+00 6 % A&AlreP PAD 6 LW/ 1. + 6 T 12 + t 6 LLj z 7 W- 20600 201+00 202+00 203+00 5 + ILWACO -Fqz: Ave 6 2 6 1 n 401+00 j 402+00 403+00 HOQUIAm ' E. N. E. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD SPECIFICATIONS AND STANDARD DETAILS. 2. SEE SHEET 112 FOR LUMINAIRE AND WIRING SCHEDULES. SEE SHEETS IL2, IL3 AND 11-4 FOR CITY OF RENTON STREET LIGHTING STANDARD DETAILS. 3. ANY OVERHEAD POWER LINES TO REMAIN SHALL PROVIDE A MINIMUM OF 10' OF o HORIZONTAL AND/OR VERTICAL CLEARANCE FROM ALL LIGHT STANDARDS /LUMINAIRES. �S Ll 112+00 -T I 404+00 0 405+00 406+00 407+00 408+00-6 1 1 CONSTRUCTION NOTES IL\A/ACO AVE XE 20" S5%3" OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT W& l ST., STA. i8-2i-5E).5, 22.5' RT. LABEL CABINET AS #0119. (D COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR ELECTRICAL POINT OF SERVICE. ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO POINT OF SERVICE PER PSE REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE CONNECTION. 6\ 7 JERICHO AVE. N.E. l-, LEGEND ---n WD DEB 0 [a L 0 TYPE M—C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) WITH CONCRETE PAD ELECTRICAL SERVICE CABINET PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD AND LOCKING LID PER DETAIL ON SHEET IL3 TYPE 2 JUNCTION BOX WITH CONCRETE PAD AND LOCKING LID PER DETAIL ON SHEET IL3 WIRE NOTE CONSTRUCTION NOTE Q 20 40 80 RECORD DOCUMENT BY q d�p-- DATE REC=0D'D FOR APPROVAL BY DATE ao ZOO-, By DATE BY DATE H I C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte@comcast.net JON 2 2 bo P 6 Z I 404+00 0 405+00 406+00 407+00 408+00-6 1 1 CONSTRUCTION NOTES IL\A/ACO AVE XE 20" S5%3" OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT W& l ST., STA. i8-2i-5E).5, 22.5' RT. LABEL CABINET AS #0119. (D COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR ELECTRICAL POINT OF SERVICE. ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO POINT OF SERVICE PER PSE REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE CONNECTION. 6\ 7 JERICHO AVE. N.E. l-, LEGEND ---n WD DEB 0 [a L 0 TYPE M—C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) WITH CONCRETE PAD ELECTRICAL SERVICE CABINET PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD AND LOCKING LID PER DETAIL ON SHEET IL3 TYPE 2 JUNCTION BOX WITH CONCRETE PAD AND LOCKING LID PER DETAIL ON SHEET IL3 WIRE NOTE CONSTRUCTION NOTE Q 20 40 80 RECORD DOCUMENT BY q d�p-- DATE REC=0D'D FOR APPROVAL BY DATE ao ZOO-, By DATE BY DATE H I C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte@comcast.net JON 2 2 bo j � � o Y ° a bA 2 a a n CV � o �J N J N O w Q� J LJ 1 =5 w W U Z z_ J J 4� 0 0 STREET v o oy POLE OFFSET N o o MOUNTING HEIGHT f- �E 1 2475C LLJ aa: x 150 wrc o' c �E w� 5 c mE 2 \ E K 403 +98.5 22.5' LT. c p� M -C -III O N a� 4� 19 z 0 0 z B.M.I. EURTN 8.i 6,0 10,50 --ao 4.00 STREET .00 O TYP 6.75x1.25 TYP POLE OFFSET 2,00 TYP 16 DISTRIBUTION MOUNTING HEIGHT 13.00 4.00 CIRCUIT NO. 1 2475C a 402 +08.5 x 150 wrc 30' w� A 2 52, C,H, 1P 50 AMP BREAKER (BAB1050) HOQUTAM 403 +98.5 22.5' LT. 53. C,H, 1P 20 AMP BREAKER (BAB1020) M -C -III 30' 8' A 54. C,H. 1P 15 AMP BREAKER (BAB1015) 2479C HOQUTAM 405 +88.5 55, MILBANK METER ENCLOSURE (MS- 24 -TB) o: M -C -III 30' 56. HUBBELL SWITCH (CS1201 -I) A 4 a 57, GFCI, RECEPTACLE 20 AMP (LEVITON 6898 -I) 101 +2426 22.5' RT. 100 58, SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UD 25' 8' A 61, SOUTHCO DOOR S,S, HINGE (F6 -3 -1) 2481B 0 E� a 64, STAI- NlLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (5L7RL2 -626) 100 M -C -III 66, SQUARE D TERMINAL BLOCK 8' w E; 2483B ILWACO 4P1--. AV. 70, 1 "X,25° GASKET 22.5' LT. Q CONTRACTOR IS RESPONSIBLE 25' 8' TO VERIFY METER 7 o 19 z 0 0 z B.M.I. EURTN 8.i 6,0 10,50 --ao 4.00 STREET .00 O TYP 6.75x1.25 TYP POLE OFFSET 2,00 TYP 16 DISTRIBUTION MOUNTING HEIGHT 13.00 4.00 POLE SCHEDULE CITY OF RENTON SUBMITTAL MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 0 JOB NAME, CITY OF RENTON R O WN F I E LD DISTRIBUTION1 MANUFACTURING, INC. CONTRACTOR, 1820 BICKFORD AVE. SNOHOMISH WA PURCHASE ORDER. (360)568 -0572 Fax (360)568-0577 MATERIAL: 125 5052 -H32 ALUM. THIS DRAWING IS THE PROPERTY OF BROWNFIELD COATING TYPE: MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS )0 DRAWN BY; MEKKI AL -AZADI REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN HARTIWARF: I OIIANTTTY: CONSENT OF BROWNFIELD MANUFACTURING INC. M DECIMAL YCHGS 1 B.M.I. EURTN METER BASE MAIN 15A 50A 20A SIGNAL LIGHTING A 20A 20A 1 LIGHTING B 20A 2OA LIGHTING C F G I GROUND BAR 0 0 0 0 0 0 0 0 0 0 51 50 51 52 sa sl st 49 ° 0000000000 0000 0 66 57 56 ® 0 0 58 0 0 0 CITY OF RENTON ELECTRICAL SERVICE CABINET POLE NO. POLE ID NO. STREET NOTESI POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT 49. 225 AMP COPPER BUSSING 18 PLCS PANEL CIRCUIT NO. 1 2475C 50, C,H, 2P 100 AMP MAIN (BAB2100) 402 +08.5 22.5' LT. 150 51. C,H, 2P 20 AMP BREAKER (BAB2020) 30' 8' A 2 52, C,H, 1P 50 AMP BREAKER (BAB1050) HOQUTAM 403 +98.5 22.5' LT. 53. C,H, 1P 20 AMP BREAKER (BAB1020) M -C -III 30' 8' A 54. C,H. 1P 15 AMP BREAKER (BAB1015) 2479C HOQUTAM 405 +88.5 55, MILBANK METER ENCLOSURE (MS- 24 -TB) 150 M -C -III 30' 56. HUBBELL SWITCH (CS1201 -I) A 4 1 24768 57, GFCI, RECEPTACLE 20 AMP (LEVITON 6898 -I) 101 +2426 22.5' RT. 100 58, SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UD 25' 8' A 61, SOUTHCO DOOR S,S, HINGE (F6 -3 -1) 2481B 0 E� 7013 64, STAI- NlLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (5L7RL2 -626) 100 M -C -III 66, SQUARE D TERMINAL BLOCK 8' A 67, SQUARE D END CAP 2483B ILWACO 4P1--. AV. 70, 1 "X,25° GASKET 22.5' LT. 100 CONTRACTOR IS RESPONSIBLE 25' 8' TO VERIFY METER 7 2478B ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 0 JOB NAME, CITY OF RENTON R O WN F I E LD DISTRIBUTION1 MANUFACTURING, INC. CONTRACTOR, 1820 BICKFORD AVE. SNOHOMISH WA PURCHASE ORDER. (360)568 -0572 Fax (360)568-0577 MATERIAL: 125 5052 -H32 ALUM. THIS DRAWING IS THE PROPERTY OF BROWNFIELD COATING TYPE: MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS )0 DRAWN BY; MEKKI AL -AZADI REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN HARTIWARF: I OIIANTTTY: CONSENT OF BROWNFIELD MANUFACTURING INC. M DECIMAL YCHGS 1 B.M.I. EURTN METER BASE MAIN 15A 50A 20A SIGNAL LIGHTING A 20A 20A 1 LIGHTING B 20A 2OA LIGHTING C F G I GROUND BAR 0 0 0 0 0 0 0 0 0 0 51 50 51 52 sa sl st 49 ° 0000000000 0000 0 66 57 56 ® 0 0 58 0 0 0 CITY OF RENTON ELECTRICAL SERVICE CABINET POLE NO. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 2475C HOQUTAM 402 +08.5 22.5' LT. 150 M -C -III 30' 8' A 2 2477C HOQUTAM 403 +98.5 22.5' LT. 150 M -C -III 30' 8' A 3 2479C HOQUTAM 405 +88.5 22.5' LT. 150 M -C -III 30' 8' A 4 1 24768 7TH ST. 101 +2426 22.5' RT. 100 M -C -III 25' 8' A 5 2481B 7TH ST. 102 +55 22.5' LT. 100 M -C -III 25' 8' A 6 2483B ILWACO 4P1--. AV. 200 +47.5 22.5' LT. 100 M -C -111 25' 8' B 7 2478B iLWACO -F-1-. 11 202 +13 22.5' RT. 100 M -C -III 25' 8' B 8 2485B ILWACO -P-E. 1, t 2 22.5' LT. 100 M -C -III 25' 8' B 9 2480B ILWACO -Pt. " 205 +61.5 22.5' RT. 100 M -C -III 25' 8' B 10 2487B 6TH ST. 303 +49.5 22.5' LT. 100 M -C -III 25' 8' B 11 2489B 6TH ST. 301 +83.5 22.5' LT. 100 M -C -III 25' 8' B 12 2482B 7TH ST. 104 +25 22.5' RT. 100 M -C -III 25' 8' C 13 2484B 7TH ST. 105 +51.5 22.5' RT. 100 M -C -III 25' 8' C 14 24868 PL. 107+G7.9 IV 22.5' RT. 100 M -C -111 25' 8' C 15 24918 - PL. 108+4z ;B 22.5' LT. 100 M -C -111 25' 8' C 16 24888 PL 110 +07.5 22.5' RT, 100 M -C -III 25' 8' C 17 24938 iei ie PL 111 +42 22.5' LT. 100 M -C -III 25' 8' C 18 24958 6TH ST. 305 +08.5 22.5' LT. 100 M -C -III 25' 8' C 19 2490B 6TH ST. 306 +37 16.5' RT. 100 M -C -III 25' 8' C 20 24928 JERICHO AVE. 307+S-2-.5671 16.5' RT. 1 100 M -C -III 25' 8' C I(_WAGO WIRING SCHEDULE TO PHOTO CELL TEST SWITCH I7 CITY OF RENTON SUBMITTAL NOTES 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 50, C.H, 2P 100 AMP MAIN (BAB2100) 5L C,H, 2P 20 AMP BREAKER (BAB2020) 52 C,H, 1P 50 AMP BREAKER (BAB1050) 53. C.H, IP 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55, MILBANK METER ENCLOSURE (MS- 24 -TB) 56, HUBBELL SWITCH (CS1201 -D 57, GFCL RECEPTACLE 20 AMP (LEVITON 6898 -I) 58, SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) 6L SOUTHCO DOOR SS, HINGE (F6 -3 -1) 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (51-7RL2 -626) IS& SQUARE D TERMINAL BLOCK 67, SQUARE D END CAP 70. 1"X,25" GASKET lim CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 'RO WNFIELD MANUFACTURING, INC. i 1820 BICKFORD AVE. SNOHOMISH WA (360)568 -0572 Fax(360)568 -0577 THIS DRAWING IS THE PROPERTY OF BROWNFIELD MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN CONSENT OF BROWNFIELD MANUFACTURING INC. RUN NO. CONDUIT BREAKER SCHEDULE CONDUCTORS REMARKS SERVICE VOLTAGE, 120 -240 MOUNTING, BUS RATING, 250 AMP BUS CONNECTIONS 2 P 3 W PVC (SCHEDULE 40) LOCATION DRAWING p 1 - #8 CURCUR DESCRIPTION VpLTAMPS BREANER CKT NO, CONNECTION A B 14. Np. BREAKER 80) RCUIT CRIPTION -A GREEN, AMP POLE AMP PALE LIGHTING A 1920 (SCHEDULE 20 2 1 GREEN, '.2 1 2" PVC HT N CONTROL 40) 1920 2 2 3 4 50 1 PVC (SCHEDULE NAL LIGHTING B 1920 GREEN 20 2 5 6 20 1 40) 2 - #8, EPTICAL GREEN 1920 20 2 ] '8 20 z 2 - #8, 1 - #8 GHTING D g5280 LIGHTING C 1920 8 20 2 9 )D 20 2 SPARE 9 2" 1920 0 2 u 12 SERVICE ENTRANCE TOTAL 5760 SJ60 BUS A 11040 BUS B 12480 TOTAL LOAD 23520 COMMENTS VA VA VA MAIN BREAKER. 100 AMP LOCATION TOP FEED METER SIZE. SOURCE. LINE AMPS. 100 AMP PHASING SINGLE KVA DEMANDD NOTES 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 50, C.H, 2P 100 AMP MAIN (BAB2100) 5L C,H, 2P 20 AMP BREAKER (BAB2020) 52 C,H, 1P 50 AMP BREAKER (BAB1050) 53. C.H, IP 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55, MILBANK METER ENCLOSURE (MS- 24 -TB) 56, HUBBELL SWITCH (CS1201 -D 57, GFCL RECEPTACLE 20 AMP (LEVITON 6898 -I) 58, SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) 6L SOUTHCO DOOR SS, HINGE (F6 -3 -1) 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (51-7RL2 -626) IS& SQUARE D TERMINAL BLOCK 67, SQUARE D END CAP 70. 1"X,25" GASKET lim CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 'RO WNFIELD MANUFACTURING, INC. i 1820 BICKFORD AVE. SNOHOMISH WA (360)568 -0572 Fax(360)568 -0577 THIS DRAWING IS THE PROPERTY OF BROWNFIELD MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT GRANT THE RIGHT TO MAKE USE, OR SELL WHAT IS REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN CONSENT OF BROWNFIELD MANUFACTURING INC. RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 6 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL 2 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL STREET CROSSING 3 2" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL 4 2" PVC (SCHEDULE 40) 4 - #8, 1 - #8 GREEN 5 2" PVC (SCHEDULE 80) 4 - #8, 1 - #8 GREEN STREET CROSSING 6 2" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN 7 2" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN STREET CROSSING 8 2" PVC (SCHEDULE 40) INSTALL PULL CORD SPARE 9 2" PVC (SCHEDULE 40) 3 - #2 SERVICE ENTRANCE RECOMMENDED FOR APPROVAL BY 4 �� DATE S 6 0 BY DATE BY DATE RECORD DOCUMENT BY ' �^- DATE H I C HERMAN TRAFFIC ENGINEERING 1 5324 SoutheaIt 133rd Court, Renton, Washington 98059 425- 277 -1740 tel. 425 -277 -5718 fax hte @comcast.net 1 I -33850 Cp: T -33aSo JUN 2 2 20 i Q O v o ° w � m r ° w A Q a a j � J 0 Q W Z }� O J Cl) Z_ z g � J J a° �o o.. I 0 O o� 3v a ~ LtJ as � D U \c E c c E m OE N c R c 00 a� s g� 12 z 0 N w 0_ zz 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2" BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4 -1/2" O.D. TAPERED ALUM. POLE SIZE AS REQUIRED - I ` 8 ,X4-1/2'11 L2" N.P.S. O.D. SLIPFITTER 5'-9" RADIUS 0.188 WALL ALLOY 6063 -T6 18, -3" SATIN GROUND FINISH 23' -3" 28'-3" 33' -3" SHAFT -20 25' -0" 30' -0" 35' -0" 40' -0" 151 HANDHOLE. 4"x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH r GROUND UG BOLT COVERS & S.S. SCREWS -I - 11 -1/4° SQ. 11" TO 12" DIA. BOLT CIRCLE 4 1/2° OF BOLT ABOVE 4" CONCRETE PAL FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' NUTS AND WASHERS 4 STANDARD 25 -40 FOOT DAVIT POLE ADOPTED CITY OF RENTON ♦ °/ 4 Standard plans NZ LST DATE: 10/30/96 ann¢inry av APPR DWG. NAME: JR -01 SP PAGE: J002 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN '$Ba JUNCTION BOX SPLICE KITS GROUND LUC CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER POLE 4" CONCRETE BASE - PAD 5» 9„ 1111= =11118 -f11 °° ° >= III = III =11° #8 GREEN : =UI =1111 °1111 =111 GROUND WIRE Ipl= t. GROUND CLAMP 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR CONCRETE 5/8 "x8' FOUNDATION - COPPER -CLAD GROUND ROD TO LUMINAIRE 1/4" MINIMUM ,-DRAIN HOLE 1 25' 1 30' 35' 4' SL 3' nR SQ. MA 8' -3" 23' -3" 28' -3" im T ill 0.188 0.219 0.219 Im OWN z 0 N w 0_ zz 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2" BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 4 -1/2" O.D. TAPERED ALUM. POLE SIZE AS REQUIRED - I ` 8 ,X4-1/2'11 L2" N.P.S. O.D. SLIPFITTER 5'-9" RADIUS 0.188 WALL ALLOY 6063 -T6 18, -3" SATIN GROUND FINISH 23' -3" 28'-3" 33' -3" SHAFT -20 25' -0" 30' -0" 35' -0" 40' -0" 151 HANDHOLE. 4"x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH r GROUND UG BOLT COVERS & S.S. SCREWS -I - 11 -1/4° SQ. 11" TO 12" DIA. BOLT CIRCLE 4 1/2° OF BOLT ABOVE 4" CONCRETE PAL FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' NUTS AND WASHERS 4 STANDARD 25 -40 FOOT DAVIT POLE ADOPTED CITY OF RENTON ♦ °/ 4 Standard plans NZ LST DATE: 10/30/96 ann¢inry av APPR DWG. NAME: JR -01 SP PAGE: J002 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN '$Ba JUNCTION BOX SPLICE KITS GROUND LUC CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER POLE 4" CONCRETE BASE - PAD 5» 9„ 1111= =11118 -f11 °° ° >= III = III =11° #8 GREEN : =UI =1111 °1111 =111 GROUND WIRE Ipl= t. GROUND CLAMP 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR CONCRETE 5/8 "x8' FOUNDATION - COPPER -CLAD GROUND ROD TO LUMINAIRE 1/4" MINIMUM ,-DRAIN HOLE TYPICAL LIGHTING UNDERGROUND SYSTEM Gv ADOPTED CITY OF RENTON ♦ �► Standard pleas LST DATE: 12/96 DWG. NAME: JR -06 SP PAGE:J007 1 25' 1 30' 35' 4' SL 3' nR SQ. MA 8' -3" 23' -3" TYPICAL LIGHTING UNDERGROUND SYSTEM Gv ADOPTED CITY OF RENTON ♦ �► Standard pleas LST DATE: 12/96 DWG. NAME: JR -06 SP PAGE:J007 R/W LINE SIDEWALK CURB CROADWAY CURB SIDEWALK R/W LINE 10' MIN, CLEARANCE FROM DRIVEWAI' ALTERNATE PLAN VIEW H 1 25' 1 30' 35' 40' SL 8' -3" 23' -3" 28' -3" im T ill 0.188 0.219 0.219 Im R/W LINE SIDEWALK CURB CROADWAY CURB SIDEWALK R/W LINE 10' MIN, CLEARANCE FROM DRIVEWAI' ALTERNATE PLAN VIEW H 1 25' 1 30' 35' 40' SL 8' -3" 23' -3" 28' -3" 33' -3" T 0.188 0.188 0.219 0.219 ,-TAPERED ALUM. POLE T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH HANDHOLE 4 "x6" OPENING W /COVER & S.S. SCREWS. GROUND LUG INSIDE POLE f 1' -6" 1' -2" 2' TO 4' OVERHANG 'H' J° ° 0 ; STREET LIGHT CONDUIT TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTION 2" N.P.S. SLIPFITTER SINGLE OR DOUBLE MAST ARM AS P"' 10' UTILITY EASEMENT R/W 1 10 1' -2 2' VERHANG 'H' 6.5' SL / FACE OF CU B TO CENTER OF F 0 LE STREET LIGHT CONDUIT - TRENCH DEPTH 24" TYPICAL STREET LIGHT ROMEX ECTOR LOCKNUT DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL FOUNDATION LOCATION STRAIN RELIEF DETAIL Y ADOPTED CITY OF RENTON Standard plans NSD LST DATE: 10/30/96 DWG. NAME: JR -05 SP PAGE: J006 (INTERIOR PLAT STREETS) SOFEET G HEIGHT R/W 7.5' -2� 2' TO 4' OVERHANG 'H' 4.5' 'SL' FACE OF CU B TO CENTER OF OLE STREET LIGHT CONDUIT) TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION (HOQUTAM AVE. N.E.) (MODIFIED) LIGHT BASE AND JUNCTION BOX LOCATIONS ADOPTED CITY OF RENTON ♦ �!�/ Standard plans P NTO LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: J014 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50 P OR ABOVE. NUMBERING EXAMPLES TRAFFIC FLOW PLAN VIEW DECAL: RELECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND WER 13/4 » -2,. 2 " -2l' 2N' -3 if STREET LIGHT STANDARD DECAL NUMBERING SYSTEM V ADOPTED CITY OF RENTON Standard plans N"10 LST DATE: 12/96 DWG. NAME: JR -09A SP PAGE: J009 �(3'T 333587 JAN -23 -2007 17.26 CITY S RENTON 425 430 7231 P. 01`01 , F� r TITE INCORPORATED t`5 -11 ryXe 1 9nd 0� H4nd /70 /e xOff%' Jr r ' q° OIA. h4WS --- 1 '9.5 ^LONs AND COUNTERSINK n to EeG AMY ' SCm�u �y� IY"x28" C%CIDN+719 1 I NRvDNOtf LID 1 > DRILL rUREAD FOR t GA'LVANIZEO 5rt.ITL BAR W DIA. BOLTS, r° WIDE TRICK TOTRL P.01 RECOMMENDED FOR APPROVAL BY Ar. Q DATE 5/6/8 BY DATE BY DATE RECORD�� DOCUMENT BY K�D�t/ (/u- 1 DATE 2 -E -2 H I C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net aD . I - ,5%S03 adUi9 � e'suu� i0 '6 3 °o r 6 a v � J v cn N J Q0 W � � Z 0 L Q J z Z g � J J 'E Go B On- IN G A C I— '4 11 c m c o y a� 0 z NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. A JUNCTION BOX DIMENSION _ TABLE_ c 1 a° BOX TYPE v o TYPE 2 N 00 A Box Outside ten th 22" > zw 33" W as U E �a 22 1/2" mo CE a Box Inside Length � 'E Go B On- IN G A C I— '4 11 c m c o y a� 0 z NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. A JUNCTION BOX DIMENSION _ TABLE_ c 1 a ITEM ITEM BOX TYPE TYPE 1 TYPE 2 ALTERNATE A ALTERNATE B A Box Outside ten th 22" 22" 33" B Box Outside Width 17" 17" 22 1/2" C Box Inside Length 18" 19" 28" D Box Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1 2" F Lid Width 13" 13" 17L G Box Depth 1 12" 12" 12" H Lid & frame De th 5 16" 5 16" 5 16" J Woll Thickness Min. 1 1 2" 1 1 1 2" 1 1 2" K Wire Reinforcement I W -3 W -2.5 1 W -2.5 L Legend ISee DetOil See Detail See Detail a ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support 1 B "Min. Thick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel *`GALVANIZED STEEL LEGEND DETAIL (Mork Q SIGNALS T 51 LIGHTING TS -LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND Form Letters with 1/8" Weld Bead. Grind off Diamond Pattern before forming letters. L T— g ILLUMINATION SYSTEM LEGEND EPDXY FILL § 2 INLINE SPLICE a a 6" GRAVEL PAD COMPAC ED TYPICAL JUNCTION BOX INSTALLATION DETAILS M TYPE T BOX m flap TYPE o' Box /18. HOOK DETAIL PLAN SYMBOLS a.,..en JUNCTION BOX DETAILS v ADOPTED •� CITY OF RENTON -�� Standard plans 1° EST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: J016 SPLICE KIT DIAMETER = 7/8" do ' n � /o" LOAD LINE /4" FUSE 1/4" /8" �0 0 1/8" 1 CUTTING RINGS ofFUSE KIT FUSE KIT & SPLICE KIT DETAILS rJ� O ADOPTED CITY OF RENTON .. Standard plans LST DATE: 11/5/96 O Z nATF i DWG. NAME: JR -12 SP PAGE: JO 13 LIGHTING STANDARD & JUNCTION BOX —7 0 ov o Ov ° °ov o 4 o D D ° O 4 v° o D O o ° v Dv °D A 4 ° ° °4 a ° O PLAN VIEW 3 ° D Do D z D o °D o D `x a ° ' O O 4 0 _ ° � O Dv STREET LIGHT POLE JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX O 0 1, ov O ° D v D M TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 3' -0 "- DEEP 4 } = FRONT VIEW 4 NOTE: CLASS 'B' CONCRETE D z D TO BE USED IN ° o i Ddo CONSTRUCTICN OF PAD 4 J 0 O 4 0 ° D n v D ° CONCRETE PAD DETAILS n o n Dv D 1' G� ADOPTED PLAN VIEW CITY OF RENTON ♦ J Standard. plans LST DATE: 10/30/96 R� DWG. NAME: JR -07 SP PAGE: J008 aTa>a' nl GENERAL NOTES 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES 2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS 3. 4 -1/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4- 1/2'X16 "GALVANIZED ANCHOR EDLTS CONDUIT ENTR. G. L. cu J— -&L. AREA U p A a 0 d v o (U� A 0 0-0 SIZE TO I SIZE TO' PLAN VIEW FIT CABINET FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTA':TOR CABINET AND CABINET FOUNDATION rJ� ADOPTED CITY OF RENTON Standard plats N 5 LST DATE: 12/36 DWG. NAME: JR -09 SP PAGE: J010 3' -0 "- SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD I- 3' -0 "- 4 i Ma O > oe pe FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS U� Y ADOPTED CITY OF RENTON ,p- = Standard plans T LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: J015 RECOMMENDED FOR APPROVAL BY o�a,_�Y A.. i DATE < c /o, BY DATE BY DATE RECORD DOCUMENT BY 9", DATE 9 "Xr-4 __ 08,'T- 33 58 T -33 Roll H C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 to L. 425- 277 -5718 fax hte @comcast.net CD dUM & & 1Wr,6 y t 6" GRAVEL PAD COMPAC ED TYPICAL JUNCTION BOX INSTALLATION DETAILS M TYPE T BOX m flap TYPE o' Box /18. HOOK DETAIL PLAN SYMBOLS a.,..en JUNCTION BOX DETAILS v ADOPTED •� CITY OF RENTON -�� Standard plans 1° EST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: J016 SPLICE KIT DIAMETER = 7/8" do ' n � /o" LOAD LINE /4" FUSE 1/4" /8" �0 0 1/8" 1 CUTTING RINGS ofFUSE KIT FUSE KIT & SPLICE KIT DETAILS rJ� O ADOPTED CITY OF RENTON .. Standard plans LST DATE: 11/5/96 O Z nATF i DWG. NAME: JR -12 SP PAGE: JO 13 LIGHTING STANDARD & JUNCTION BOX —7 0 ov o Ov ° °ov o 4 o D D ° O 4 v° o D O o ° v Dv °D A 4 ° ° °4 a ° O PLAN VIEW 3 ° D Do D z D o °D o D `x a ° ' O O 4 0 _ ° � O Dv STREET LIGHT POLE JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX O 0 1, ov O ° D v D M TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 3' -0 "- DEEP 4 } = FRONT VIEW 4 NOTE: CLASS 'B' CONCRETE D z D TO BE USED IN ° o i Ddo CONSTRUCTICN OF PAD 4 J 0 O 4 0 ° D n v D ° CONCRETE PAD DETAILS n o n Dv D 1' G� ADOPTED PLAN VIEW CITY OF RENTON ♦ J Standard. plans LST DATE: 10/30/96 R� DWG. NAME: JR -07 SP PAGE: J008 aTa>a' nl GENERAL NOTES 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES 2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS 3. 4 -1/4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 4- 1/2'X16 "GALVANIZED ANCHOR EDLTS CONDUIT ENTR. G. L. cu J— -&L. AREA U p A a 0 d v o (U� A 0 0-0 SIZE TO I SIZE TO' PLAN VIEW FIT CABINET FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTA':TOR CABINET AND CABINET FOUNDATION rJ� ADOPTED CITY OF RENTON Standard plats N 5 LST DATE: 12/36 DWG. NAME: JR -09 SP PAGE: J010 3' -0 "- SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD I- 3' -0 "- 4 i Ma O > oe pe FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS U� Y ADOPTED CITY OF RENTON ,p- = Standard plans T LST DATE: 10/30/96 DWG. NAME: JR -36A SP PAGE: J015 RECOMMENDED FOR APPROVAL BY o�a,_�Y A.. i DATE < c /o, BY DATE BY DATE RECORD DOCUMENT BY 9", DATE 9 "Xr-4 __ 08,'T- 33 58 T -33 Roll H C HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 to L. 425- 277 -5718 fax hte @comcast.net CD dUM & & 1Wr,6