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HomeMy WebLinkAboutzT-3320SetLEGEND is POLE NO: POLE ID NO: STREET } 07 -��( TYPE M –C –III H.P.S. LUMINAIRE, ARM ���( AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX LAMP. WATTAGE DISTRfBUTION MOUNTING HEIGHT MAST ARM CIRCUIT N0. 1 24078 ® WITH CONCRETE PAD 10 +04 22:5' RT. 100 M —C -III ® ELECTRICAL SERVICE CABINET 8' A 2 24128 — — — — PVC CONDUIT (SEE WIRING SCHEDULE). 11 +36.5 22.5' RT 100 M —C —III ® TYPE 1 JUNC I ION BOX WITH CONCRETE PAD 8' A 3 w � ® TYPE 2 JUNCTION BOX WITH CONCRETE PAD 13 +07:5 22.5' RT. 100 M —C -III HH PUGET SOUND ENERGY HANDHOLE 8' A 4 2416B WIRE NOTE 14 +67.5 22.5' RT. Y00 M -C —III O CONSTRUCTION NOTE . 8' A 0 z is POLE NO: POLE ID NO: STREET POLE LOCATION POLE 'OFFSET LAMP. WATTAGE DISTRfBUTION MOUNTING HEIGHT MAST ARM CIRCUIT N0. 1 24078 FIELDS AVE. N.E. 10 +04 22:5' RT. 100 M —C -III 25' 8' A 2 24128 FIELDS AVE: N:E. 11 +36.5 22.5' RT 100 M —C —III 25' 8' A 3 24148: N.E. 26TH ST. 13 +07:5 22.5' RT. 100 M —C -III 25' 8' A 4 2416B N.E. 26TH ST: 14 +67.5 22.5' RT. Y00 M -C —III 25' 8' A 5 2a18B- -N.E. 26TH ST. = 16 +29.5 22.5' RT. 100 M -C —III 25' 8' A 6 2420B N.E. 26TH ST: 17 +93:5 225' RT: .100 M —C —III 25' 8' A 7 24228 N:E. 26TH ST. 19 +57:5 22.5' RT. 100 M -C —III 25' 8' A 8 24248 N.E. 26TH ST. 20 +99 22:5' RT. 100 M -C —III 25' 8' A 9 24268 N.E: 26TH ST. 22 +47 22.5' RTC 1 -00 M —C —III 25' 8' A 10 '2413B ILWACO PL. N.E. 30 +04 22.5' LT. 100 M —C —III 25' 8' A WIRING SCHEDULE RUN N0. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2 – #8, T – #8 GREEN, 3 – #12 PHOTOCELL 2 2" PVC (SCHEDULE 40) 2 – #8, 1 – #8 GREEN 3 2" PVC (SCHEDULE 80) 2– #8,1 – #8 GREEN 4 2" PVC (SCHEDULE 40) 3 – #2 SERVICE ENTRANCE • ! ee �,pRTIN �2��OF WASy N1�� o� y z P 30]30 (�� RFCISTERf'0 �4' REC ©MMEN D FOR APPROVAL g DATE /v —/v —vim BY X' /'f_,.�4— DATE s�,�— to —ar BY DATE RECORD DOCUMENT BY DATE HERMAN TRAFFIC ENGINEERING ess`0ryp`-ENG (0 -6-0� 15324 Southeast 133rd Court, Renton, Washington 98059 E%P�RES ov3,im 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast. net 1 CD T- '53200{ i �ii�fQ% - -__ - -•`, x eJ R/W LINE � SIZE AS TYP. CONC. PAD N SIDEWALK a REQUIRED 0.188 WALL BRACKET 'I 8„ 20 CURB ALUM. ALLOY 6063 -T6 v BEHIND AD R/W T 4 -1 /2" 2„ N.P.S. N 0. D. SLIPFITTER CROADWAY r 1/2" BNC LOCKBOLT 5' -9" RADIUS � GR. 18 -8 S.S. ° 10' Ll. FLUSH JOINT 1' -2" CURB FUSE KITS SIDEWALK W 4 -1/2" O.D. f 7 QUICK DISCONNECT Ld J 10 AMP IN LINE FUSE TO LUMINAIRE R/W LINE 1' -2" 1 Lr < KITS - S.E.C. OR EQUAL 1 10' MIN. TYPICAL DESIGN "B" CLEARANCE FROM DRIVEWAY 2' VERHANG I TAPERED ALUM. POLE JUNCTION BOX 1/4" MINIMUM Q SPLICE KITS GROUND LUG DRAIN HOLE ALTERNATE PLAN VIEW 6.5' Z 0.188 WALL ALLOY 6063 -T6 CLEAR EPDXY SPLICE QO SATIN GROUND FINISH 25' -p" KITS ON ALL THRU' 2" MIN. GROUT [FOUNDATION OP OF CONCRETE H SL' � WIRE RUNS UNDER POLE TO w 18 -3 4" CONCRETE BASE E`LEVEL WITH FACE OF CU B TO Z SHAFT PAD OP OF SIDEWALK CENTER OF OLE 5 g" R, CURB. H 1 25' 30 35' — J IIII= IIII_= SL 18 - -3 23' -3" 28' -3 }} # IIII= III =III `° III III =11= 11= IIII =IIII T alas 0.188 0.21 J _ GROUND WIRE III- IIII = IIII IIII 0 0 IIII= TAPERED ALUM. POLE 2' TO 4' ° OVERHANG ZQ 151 HANDHOLE. 4 "x6" OPENING GROUND T' WALL ALLOY 6063 -T6 i W /COVER AND S.S. SCREWS 8' O.D. CLAMP, 4, SATIN GROUND FINISH STREET LIGHT CONDUIT =:j H TRENCH DEPTH 24" BASE FLANGE ALLOY 356 -T6 WITH GROUND UG 2 SIZED AS REVD) HANDHOLE 4 "x6" SL' T PVC CONDUIT OPENING W /COVER BOLT COVERS & S.S. SCREWS LIGHTING SYSTEM SYSTEM & S.S: SCREWS. TYPICAL STREET LIGHT O 1' -6' WIRES TO CONTACTOR .I Ir11 -1/4° SQ. CONCRETE GROUND LUG N F FOUNDATION INSIDE POLE FOUNDATION LOCATION M `¢ 11' TO 12" DIA. 5/8 "x8' 3' SQ. 1'_6" ° BOLT CIRCLE COPPER CLAD OR DIA. M mo 4 1/2" OF BOLT ABOVE GROUND ROD w ° 4" CONCRETE PAD FINISHED GRADE a % 0 ; t: Li z s .E r o O 0 `° E (4) 1" BNC'GALV. STEEL �Q ANCHOR BOLTS WITH 4' STREET LIGHT NUTS AND WASHERS 4„ = CONDUIT TRENCH DEPTH 24" m �, ALTERNATE STREET CROSS SECTION (MODIFIED) w U o LIGHT BASE AND JUNCTION BOX LOCATIONS N .I 'E STANDARD 25 FOOT DAIVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM O al 00 B ADOPTED ADOPTED CITY of RENTON a N ADOPTED Y CfPY OF RENTON + 1 -11 �I .� ,�� CITY of RENTON + + dR Standard plans o + ���` + Standard plans O st d -d pl -. T LST DATE: 12/96 o 4 LST DATE: 10/30/96 LST DATE: 12/96 �- -- -- - - -� DWG. NAME: JR -35 SP PAGE: J014 DATE I REVISION 81 APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR' DWG. NAME: JR -06 SP '.PAGE: J007 DAB I REVISION BY APPR D 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS �� o VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 CONCRETE PAD �a - OR ABOVE. - i� -6 MIN 7' -0" VARIABLE 3,- 1' . f~" . 2„ NUMBERING EXAMPLES 1' -6 ° " ° w° =g yp BRACKET CABLE 1 R' 1 4 7 LETTER LETTER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW REDUCING WASHER CITY PUGET POWER OWNED OWNED n TYPICAL JUNCTION BOX "B" CURB CONCRETE PAD RECOMMEN ED FOR APPROVAL o O BY DATE /b -✓o —o6 a 3/4° ROMEX �c! 4,. i L 3,-0" -I {� -3' 0 " —�I — 9 R CONNECTOR DATE LOCKNUT MOUNTING 9�� T ° BY /tL//3+ - °¢ HEIGHT BY DATE 3/4' 15 FEET 45° FRONT VIEW SIDE VIEW Fes__ Low IG RECORD DOCUMENT GO SINGLE OR DOUBLE MAST ARM AS REQUIRED 13/ <' -2" TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD DECAL: 4 RELECTORIZED 2„ 2X T z FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2�E -3 _Ej OR WHITE LEGEND q _ o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK FRONT VIEW SIDE VIEW PoF "ec�T ARE ON SAME CIRCUIT BACKGROUND S10 AL' w O MAST ARM WIRING DETAIL EXPIRES U „3,/07 TYPICAL CONCRETE PAD DETAILS STREET LIGHT STANDARD STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM u -I-EHERMAN TRAFFIC ENGINEERING \.Y ADOPTED �S ADOPTED Y ADOPTED CITY OF RENTON CITY OF RENTON � MY OF RENTON ♦ ` � + 15324 Southeast 133rd Court, Renton, Washington 98059 Standard plans Standard plans Standard plans N LST DATE: 10/30/96 N1 LST DATE: 12/96 S LST DATE: 10/30/96 425 277.1740 tel. 425 - 277 -5778 fax to @comcast.nei o t DWG DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 p DWG. NAME: JR -36A SP PAGE: J015 I PP ' GD >T- 332DOZ $Mat+ JUMM�[1�% 207 ■ ■ , NOTES: LIGHTING STANDARD & JUNCTION BOX °J All dimensions are minimum. Exact configurations vary among different manufacturers. I - p"" M The noted lid thickeners overall minimums. The Diamond Pattern for Type. 1. or Type 2 7 S Boxes shall be 28% minimum of overall thickness. � E a a Lid. support members shall be welded to the frame O v 0 O v. 'p ° o v O 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded 40 g�� D o v Dv owire fabric welded to the frame- When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep o extension bones. PLAN VIEW p p pl i D o0 3' H- When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 O O 4' O Q gage divider plate complete with fasteners. D p o Q. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 o P6° pp ° D 'e Load Test. - O d D ° e Y A O Dv v Dv D OD w. J JUNCTION Box DIMENSION TABLE c I STREET LIGHT POLE JUNCTION BOX ILLJ � Q C� I- Q � � Z Q LL1 z 0 J W ITEM BOX TYPE TYPE 1 ALTERNATE A L ATERNATE B TYPE 2 A Box Outside . length 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" 17" G Box Depth 12" 12" 12" H Lid & Frame De th 5 16" 5/16" 5/16" J Wail Thickness Min:. 1 1 2" 1 1 2" 1 1 2" K Wire. Reinforcement I W -3 I W -2.5 W -2.5 L Leg end - See_ Detail See - ' " See Detail L� E 1 PLAN wEw SIDE VIEW ° v D I 1 v v D 4 D° O„ DEEP -. - O y O o v o V0 J Doe d De e vo e d z ELEVATION NEW g ITEM MATERIALS O v O Box 6000 PSI concrete See Notes s: ° R, .Frame Diamond. Plate Steel -A786 �a�.A..� s' od P - • Lid Support 1/84n. Thick Sted C, L or T. - A36 --I,"; MAS • Lid Diamond ire Steel ` late INDIVIDUAL ' JUNCTION BOX Anchors Steel Wire or Tee Plate- B' GRAVEL PAD COMPACTED o Reinforcement ASTM A -82 Steel a o *GALVANIZED STEEL o v Co o° po-6 V o TYPICAL JUNCTION BOX INSTALLATION DETAILS 0 D O z 'o D °e °d NOTE: CLASS 'B' CONCRETE 3Q LEGEND DETAIL (m- ,k L) m TYPE r BOX D z p. TO BE USED IN >- Zw SIGNALS I- HaDN oETAIL o YPE •n' sox s o CONSTRUCTION OF PAD LIGHTING o O w T PLAN sYMeoLS i TS -LT U rno TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND n"°0b pi 11°I �. D p d PAD DETAILS - JUNCTION BOX DETAILS o D CONCRETE !� m E .. 1' Y ADOPTED E L T Y ADOPTED HIV F Letters with 1/8' Weld Imo' , CITY OF RBNTON. PLAN VIEW CITY OF RENTON EI t G d atf . -i.g d c o Ptt bf fonng ♦ + ' Standard plans ♦ ♦ Standard plans ' a� attars. ILLUMINATION SYSTEM LEGEND • LST DATE:11/89 • LST DATE: 10/30/96 DATE REVISION BY APPW DWG" NAME: JR -36 SP PAGE: J016 .DATE REVISION BY APPR'D DWG NAME: JR 07 SP .PAGE J008 EPDXY FILL EPDXY FILL i iyrrmi GENERAL NOTES - INLINE SPLICE 1. CABINET BOTTOM OPEN 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES WYE SPLICE 2. 4-1/2"X16" GALVANIZED ANCHOR BOLTS'W /NUTS AND WASHERS 3. 4-1 /4!' TRIANGULAR' SHAPED CORNER LOCK-DOWN PLATES SPLICE KIT 1. g 4 -1 /2 "X16 "GALVANIZED 0! ANCHOR BOLTS a CONDUIT ENTR, a J AREA DIAMETER = 7/8" iu ° ° o NJ a o °° a ° ° ° O O • SIZE TO SIZE TO PLAN VIEW LOAD LINE FIT CABINET FIT CABINET 1/4" FUSE 1/4" FRONT VIEW SIDE VIEW 1/8" p o 1/8" CABINET FOUNDATION CUTTING RINGS FUSE KIT & SPLICE KIT DETAILS Y ADOPTED CITY OF RENTON Standard plane -T LST DATE: 11/5/96 DWG. NAME: JR -12 SP PAGE: JO13 B.M.I. EURTN CITY OF RENTON SUBMITTAL BY_2?11 DATE 1a ­06 NOTES) 49, 225 AMP COPPER BUSSING 18 PLCS PANEL STREET LIGHT CONTACTOR CABINET AND CABINET FOUNDATION BY DATE BY DATE Rr 'CMo WAS, ��P14 Nprf� h z HERMAN TRAFFIC ENGINEERING ADOPTED CITY OF RENTON ♦ * Standard plans 1ST DATE: 12/96 NS 50. C.H. 2P 100 AMP MAIN (BAB2100) RECORD DOCUMENT BY DATE DWG. NAME: JR -09 SP PAGE: JO10 51, C, H, 2P 20 AMP BREAKER (BAB2020) • 52, C.H. 1P 50 AMP BREAKER (BAB1050) 53 C.H. I 20 AMP BREAKER (BAB1020) Be 13 C 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 -1) 58. SQUARE D LIGHTING CONTACTDR (981ODPA32VO2UD 0 61, SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 7013 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK 'BEST" (5L7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1'X,25' GASKET CONTRACTOR IS RESPONSIBLE O 8.00. TO VERIFY METER ARRANGEMENT ':O® ,' p 6.oD 4. 0 MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER JOB NAME: CITY. OF RENTON BROWNFIELD DISTRIHUTIDN. MANUFACTURING.:' INC. CONTRACTOR. 1820 BICKFORD AVE. SNOHOMISH NA PURCHASE ORDER. (360)568 -0572 Fax (360)568 -0577 8.00 21.00 10.50 - l.Do O TYP 0.75x1.25 T MATERIAL) .125 5052 -H32 ALUM. THIS ORATING IS THE PROPER f OF BROWN DOM MANUFACTURING, INC. AND ITS SUBMISSION SELL NOT GRAM THE RIGHT EI MW USE, OR SELL w RIT IS HERE IN 6.00 2.00 TYP DRAWN BY,YPE. .DRAWN. RE, MEKKI AI QUANTITY, I HARDWARE, DUANTITY... - TYP 1600 REPRESENTED EEN GROWNMEW MANUFACTURINGRI INC. 13:00 4.00 FINISH:: MILL GALE =NONE DRAWING NO,I ALL "MRSio.. WORKING DRAWINGS BUILD ARE IN ➢ECIMAL INCHES TO THESE .COLOR:. DATE- OCT 24, 200 PAGE: OF: B.M.I. EURTN CITY OF RENTON SUBMITTAL METER MAIN - 150 50A BREAKER SCHEDULE T❑ SERV CE VOL AGES 24 BUS RATING z50 AN, BC TI N PHOTO CELL LS MOUNTING, Bus canxEKnW z P B " c A LTAIPS HREANER T COlTYL -iC -A _ BREAIRR AMPS [pT10N N p pMP POLE ND A B NO. AMP P6£ A LIGHTING A 4 40H IszD s 50 IxB 4BBO R cEM- TEST .LIGHTING B l,BB ] B zB lax SWITCH 1szB B IB IezB LIGHTING D LIGHTING C 1820 u 200 LIGHTING A 200 LIGHTING H 20A SIGNAL 5]60 6)20 200 HIS ATOTAL 31040 VA 60 MAIN BREAKER. 1 LEYE A.S. 100 AMP HIS B 124BO VA LOCATION TO AFEED PHASING SING E LIGHTING D TnL LOAD 2asm MA FEE TER SIZE. KvA DEMAND TO S[AIRCE, connExrS 200 NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL LIGHTING C 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE G 51. C.H, 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER F 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT I 53, C.H. 1P 20 AMP BREAKER (BA31020) GROUND BAR 51 S 50 e 54, 55. 56. 57, • ° 5B, 61. C.H. 1P 15 AMP BREAKER (BAB1015) MILBANK METER ENCLOSURE (MS- 24 -TB) HUBBELL SWITCH (CS1201 -I) MEETS EUSERC REQUIREMENTS GFCI, RECEPTACLE 20 AMP (LEVITON 6898 -I APPROVED BY: SQUARE D.LIGHTING CONTACTOR PUGET SOUND ENERGY (981.ODPA32VO2UD TACOMA POWER SGUTHCO DOOR S.S. HINGE (F6 -3 -1) st 64, STAINLESS STEEL HANDLE 51 53 65; DEAD BOLT LOCK 'BEST' (5L7RL2 -626) 4s 66. SQUARE D TERMINAL BLOCK 67' SQUARE D END CAP 70, 1'X.25' GASKET RO WNFIELD MANUFACTURING, INC" 66 e 57 56 • 1820 BICKFORD AVE. SNOHOMISH WA (360)568-0572 Fax (360)568 -0577 MATERIAL. THIS DRAWING IS THE PROPERTY OF BROWNFIELD �p 0 I DOES COATING TYPE, GRANT THE RIG. INC. AND m5 SUBMISSION DOES NOT WIT USE, DR SELL WHAT IS REPRESENTED THE RIGHT E I MAKE DRAWN BY. MEKKI AL -AZADI CONSENT OF HERE I WITHOUT THE PRIOR WRITTEN HARDWARE, GUANTITYI CONSENT OF BROWNFIEtD MANUFACTURING INC. ° FINISH. SCALE = NONE DRAWING NOU COLOR, ALL DIMENSIONS W�CING DRAWINGS BUD_ ARE IN ➢ECIMAL DATE: OCT 24, 200 PAGE. OF: INCHES TO THESE CITY OF RENTON ELECTRICAL SERVICE CABINET FR I `8 247 RECOMMENCED FOR APPROVAL BY_2?11 DATE 1a ­06 _ STREET LIGHT CONTACTOR CABINET AND CABINET FOUNDATION BY DATE BY DATE Rr 'CMo WAS, ��P14 Nprf� h z HERMAN TRAFFIC ENGINEERING ADOPTED CITY OF RENTON ♦ * Standard plans 1ST DATE: 12/96 NS q Oe'YfGIST E °. 15324 Southeast 133rd Court, Renton, Washington 98059 10 ALL ENO 1o,(_b( 425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast. net EMPIRES 01 /31/O] RECORD DOCUMENT BY DATE DWG. NAME: JR -09 SP PAGE: JO10 - --- C{�-.T- 3SZOD3 FR I `8 247 Y Ld Ld Of Ljj 0 n. -Z- LJ > SEC. 3, TWP. 23 N., RGE. 5 E., W.M. N.E. 26TH ST. (D POLE NO. POLE ID NO. STREET POLE LOCATION PUGET SOUND ENERGY (PSE) HANDHOLE PER PSE LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM REQUIREMENTS. COORDINATE WITH PSE FOR SERVICE 1 24078 FIELDS AVE. N.E. 10+04 '02-5' CONNECTION- 100 M-C-111 25' 8' LEGEND 2 24128 FIELDS AVE. N.E. 1 1,22.5' RT. 100 M-C-111 TYPE M-C-111 H.P.S. LUMINAIRE, ARM 51 1 1 3 2414B AND ALUMINUM DAVIT STYLE POLE 13+07.5 RT. 100 M-C-111 LIGHT BASE AND JUNCTION BOX 8' A 4 2416B WITH CONCRETE PAD 1416-1. 22.5' RT. 100 M-C-111 EM ELECTRICAL SERVICE CABINET POLE NO. POLE ID NO. STREET POLE LOCATION POLE ) OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 24078 FIELDS AVE. N.E. 10+04 '02-5' RT. 100 M-C-111 25' 8' A 2 24128 FIELDS AVE. N.E. 1 1,22.5' RT. 100 M-C-111 25' 8' A 3 2414B N.E. 26TH ST. 13+07.5 RT. 100 M-C-111 25' 8' A 4 2416B N.E. 26TH ST. 1416-1. 22.5' RT. 100 M-C-111 25' 8' A 5 2418B N.E. 26TH ST. 16+2A, 22.5' RT. 100 M-C-111 25' 8' 6 2420B N.E.' 26TH ST. 17+93.5 22.5' RT. 100 M-C-111 25' 81 A 7 24228 N.E. 26TH ST. 19+ -54-1,' 22.5' RT. 100 M-C-111 25' 81 A 8 2424B N.E. 26TH ST. 24M 22.5' RT. 100 M-C-111 25' 8' A 9 2426B N.E. 26TH ST. 22+47 22.5' RT. 100 M-C-111 25' 8' A 10 24138 ILWACO PL N.E. 30+04 22.5' LT. 100 M -C-111 25' 8' A -3Z�o RECOIMMEN M FOR APPROVAL DATE lo-lo-or, 0 20 40 so BY DATE JZ -m-M BY DATE — — — — PVC CONDUIT (SEE WIRING SCHEDULE) z 0 B TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRING SCHEDULE O TYPE 2 JUNCTION BOX WITH CONCRETE PAD C, El PUGET SOUND ENERGY HANDHOLE c AWIRE NOTE RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN, 3-#12 PHOTOCELL 2 2" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 3 2" PVC (SCHEDULE 80) 2-#8, 1-#8 GREEN 4 1-2� PVC (SCHEDULE 40) 3-#2 SERVICE ENTRANCE Kil WA qy z H E HERMAN TRAFFIC ENGINEERING O W730 CONSTRUCTION NOTE 10-6-01 15324 Southeast 133rd Court, Renton, Washington 98059 0 425-277-1740 tel. 425-277-5718 fax hte@comcast.net fi6'.T-33200+ mew 7 NOW- 7 11 ,AIMa�a1n11% a I - - -�� N R R/W LINE 4 J a S SIZE AS T TYP. CONC. PAD 1 g } REQUIRED - 11 g }- CURB 1 10' EASEMENT -T6 B w R BEHIND R/W O.D. SLIPFITTER m ROADWAY ~ 1 1/2" BNC LOCKBOLT 5' -9" RADIUS 1 10' GR. 18 -8 S.S. C FLUSH JOINT 1' -2" CURB I I Ld C/7 4 4 -1/2" O.D. / r FUSE CKKDISCONNECT S SIDEWALK W J I 10 AMP I IN LINE FUSE TO LUMINAIRE R R/W LINE 1 1' -2" I Q K KITS - S S.E.C. OR EQUAL I TYPICAL DESIGN " CLEARANCE FROM DRIVEWAY 2 2 TO 4 I Q T TAPERED ALUM. POLE 1 1/4" MINIMUM ALTERNATE PLAN VIEW H 6.5' Z 0 0.188 WALL ALLOY 6063 -T6 I C CLEAR EPDXY SPLICE G 2" MIN. GROUT TOP OF CONCRETE S H. 6 I Q I I 18, -3" W WIRE RUNS U UNDER POLE ASE r: FOUNDATION TO FACE OF CU B TO I W Z S SHAFT P PAD T �BE L 35' 40' C CENTER Or OLt j = 5 H 25' 30 3 II11= IIII I�It S J R li T IIII° III -III ' III -III II° ' T 0.188 0.188 0.219 0.219 1 \ 0 \ BASE FLANGE ALLOY 356 -T6 WITH GROUND UG 2 2- (SIZED AS REQ'D) P PVC CONDUIT O HANDHOLE 4"x6" 'SL' BOLT COVERS & S.S. SCREWS L LIGHTING SYSTEM SYSTEM & & S.S. SCREWS. TYPICAL STREET LIGHT �1 111 -1/4" SQ. C WIRES TO CONTACTOR CONCRETE G GROUND LUG FOUNDATION LOCATION o B BOLT CIRCLE C COPPER -CLAD O OR DIA. o N 4 4" CONCRETE PAD VIMDED H GRADE ; ; % % ' �Q A ANCHOR BOLTS WITH C CONDUIT TRENCH DEP fH 24" � z L L1w N NUTS AND WASHERS 4 _ ALTERNATE STREET CROSS SECTION LLJ as A (MODIFIED) U mo ( STANDARD 25 FOOT DAVT POLE T TYPICAL LIGHTING UNDERGROUND SYSTEM LIGHT BASE AND JUNCTION BOX LOCATIONS ,E mN A ADOPTED - - Y ADOPTED A ADOPTED CITY OF RENTON 0 O Standard plans , sa -a -a plans p p i d T I S LST DATE: 10/30/96 5 DATE REVISION. B IST DATE:12 /96 DAB R REVISION BY APPR D D DWG. NAME:JR -35 SP. PAGE: J014 m D a 2" N.P.S. SLIPFITTER I INSTALL DECAL NUMBERS VERTICALLY. INSTALL T TYPICAL LIGHT BASE AND JUNCTION BOX no OR ABOVE. 5 7 _0 VARIABLE 3' -0 MIN. oas§ " 2.. N NUMBERING EXAMPLES � 0 s s � H 4 2" B S 3 6 e�.. i ON N 3 T TYPICAL JUNCTION BOX "B" RECOMMEN ED FOR APPROVAL " C CURB C CONCRETE PAD R BY DATE /6-/c-06 0 0 a CONNECTOR X c MOUNTING + + qcF ,... 1 1� c w w M s 3 o W 3 /a» 1 HEIGHT B 450 FRONT VIEW SIDE VIEW BY DATE 7 F RECORD DOCUMENT m T Tom- RAFFIC R SINGLE OR DOUBLE MAST F FLOW - TYPICAL. JUNCTION BOX. "C" B - 4 0 �1 Imo— 3' 0 • ARTI 2 R DECAL: A 4" D y z v Z Z F FOR DOUBLE MAST ARM, INSTALL 2ND CABLE O GOTHIC GOLD 2 z 0 o o B BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES O ON BLACK F FRONT VIEW SIDE VIEW q aT RE° ? > > A ARE ON SAME CIRCUIT B BACKGROUND S SS /oNn�tN� l0 6at MAST ARM WIRING DETAIL F FUR RES 01/31/07 j S HIEHERMAN a TRAFFIC ENGINEERING ¢ STRAIN RELIEF DETAIL STREET LIGHT STANDARD T a S ADOPTED A ADOPTED A ADOPTED 15324 Southeast 133rd Court, Renton, Washington 98059 Standard plans S ° + =�` � 425- 277 -1740 tel. 425-277-5718 fax hte @comcast.net Z y y DWG. NAME: JR -OS SP PAGE: JOD6 p p DWG. NAME: JR -.09A SP PAGE: J009 D DWG. NAME: JR -36A -SP PAGE: J015 CQ ='f- 332ao2_ � , a I - - -�� GO m i J d LLI J af Q C) ;- Q � ILLJ � Z Q ~Q U.1 Z Of J � J LL1 J Z IJ m o O _ LL 00 o� > Z w dO_ ^ a'N C O N _011 NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted !id 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 27 112" 10 gage divider plate complete with fasteners- Non-concrete Boxes may be submitted for approval. Evaluation will include on H -20 Load Test. JUNCTION BOX DIMENSION TABLE ITEM BOX TYPE TYPE 1 ALiERNA1E A Ai1DdIAE 9 TYPE 2 A Box Outside length 22'• 1 22" 33" 8 Box Outside Width 17" 17" 22 1/2- C Box Inside Length 18" 19° 28" D Box Inside Width 13" 14" 17° E Lid Len th 18" 18" 26 1/2- I F Lid Width 13" 13" 17" G Box Depth 12" 12" 12" H lid & Frame De th 5/16- 5/16° 5/116 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 Legend See Detail See Detail See Detail LIGHTING S TANDARD & JUNCTION BOX CITY OF RENTON SUBMITTAL BY DATE R, ° z NOTES O Ov O ov o ° e v o ° ° ° , D O D e ° ° e° 0 0 OeD ° p o0 v:0 e o vp "V4 PLAN VIEW pO O O O ° D p ° o z b a O DWG. NAME: JR -12 SP PAGE: J013 4 po o D o SP PAGE: JO10 STREET LIGHT POLE �T JUNCTION BOX 1 I i PLAN VIE' SIDE VIEW ° v D v v D P b o�" DEEP } O. D.D. O v.o vo ee ee W' DOVO ° e ELEVATION NEW ITEM MATERIALS O ° A Box 6000 PS! concrete See Notes " x, Frame Diamond Plate Steel - A786 -q -� r o °e • Lid Support 1 rt Thick Steel C. L v L - A35 - , • Lid Diamond Plate Steel - late INDIVIDUAL JUNCTION BOX Anchors Steel Wire or Tee Plate s °u'V°' PAD L CWIPACTED Reinforcement ASTM A -82 Steel *GALVANIZED STEEL o v 0° o° p ° o v a TYRCAL ABNCMON Box I AUATION DETAILS o p v LEGEND DETAIL (Mew U I =I Ir'�' I A A ° D oe °° NOTE: CLASS 'B' CONCRETE m YPE r Box D z C TO BE USED IN SIGNALS T - o TYPE <B' Box e o = pea; CONSTRUCTION OF PAD LIGHTING i Do TS -LT HOD(rAa PLAN SYMBOLS TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND °N _U0 0 ° b D e' 1' CONCRETE PAD DETAILS JUNCTION BOX DETAILS L [TAI Y ADOPTED Y ADOPTED Form Letters off D 1 /8• Weld QTY OF RENTON PLAN .VIEW CITY OF RENTON Bead. Grind off D ing ��.,�� eH.SS before fortnmg ' �r ' Standard plans ''.* Standard plans ILLUMINATION SYSIUM LEGEND NS 1ST DATE:! 1/89 LST DATE: 10/30/96 ' 1TE REVISION BY PPR' DWG_ NAME: JR -36 SP PAGE: J016 DATE REVISION BY: APPR DWG. NAME: JR 07 ! SP - PAGE: J008 EPDXY FILL EPDXY FILL e GENERAL NOTES INLINE SPLICE 1. CABINET BOTTOM OPEN 2" MOUNTING. FLANGE (TURNED INWARD) ON ALL SIDES 2. 4-1/2"X16" GALVANIZED ANCHOR BOLTS W/NUTS AND WASHERS WYE SPLICE a , 1X TRIANGULAR SHAPED CORNER LOCKK -DOWN PLATES SPLICE KIT 4 -1 /2'X16 °GALVANIZED ANCHOR BOLTS CONDUIT ENTR AREA G.L. n a o o -G L DIAMETER = 7/8" -11 v ° I I A d C a • 4 - I- — 4- 7/8 "--I I SIZE TO' I SIZE TO PLAN VIEW LOAD LINE FIT CABINET FIT CABINET i j4° FUSE 1/4" FRONT VIEW SIDE VIEW 1/8" Q Pwi /g° CABINET FOUNDATION B.M.I. EURTN CITY OF RENTON SUBMITTAL BY DATE R, ° z NOTES Y ADOPTED CITY OF RENTON =�o St-d -d p BUS. -t LIST DATE: 11/5/96 49. 225 AMP COPPER BUSSING 18 PLCS PANEL � °FSf� �`���� Sfo"ALEN o�_�� ExPIRES :01/31/07 15324 Southeast 133rd Court, Renton, Washington 98059 425- 277-1740 tel. 425- 2775718 fax hte @comcast.net 50. C.H. 2P 100 AMP MAIN (BAB2100) 51, C,H. 2P 20 AMP BREAKER (BAB2020) O DWG. NAME: JR -12 SP PAGE: J013 52. C.H. 1P 50 AMP BREAKER (BAB1050) DWG. NAME: JR -09 SP PAGE: JO10 53; C.H, 1P 20 AMP BREAKER (BAB1020) 3 13 c 54 C.H. 1P 15 AMP BREAKER (BAB1015) A$:133zDOto'r� 55 MILBANK METER ENCLOSURE (MS- 24 -TB) BPI v nk. " 56, HUBBELL SWITCH (CS1201 -I) 57, GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) 58, SQUARE ➢ LIGHTING CONTACTOR (9810DPA32VO2UI) 61. SOUTHCO DOOR S,S, HINGE (176 -3 -1) °o 7D 13 64 STAINLESS STEEL HANDLE 65 DEAD BOLT LOCK 'BEST' (5L7RL2 -626) 66 SQUARE D TERMINAL BLOCK 67 SQUARE D END CAP 70. 1'X.25' GASKET CONTRACTOR IS RESPONSIBLE O •: Q® E00 TO VERIFY METER ARRANGEMENT ® MEETS EUSERC REQUIREMENTS APPROVED BY:.. .PUGET SOUND ENERGY. TACOMA POWER 21.00 00 16.00 _ - JOB NAME: CITY OF RENTON RO WNFIELD. ]0.50 4. 0 �I BID 0 1.00 O TYPO 2.00 6.00-- 0.75x1.25. TYP :DISTRIBUTION: MANUFACTURING, INC. 01820 BICKFORD AVE- SNOHOMISH TVA: CONTRACTOR (360)568-0572 Fae (360)568-0577 PURCHASE ORDER : - - MATERIAL: 125 5052-H32 ALUM. THIS DRAWING IS THE PROPERTY OF BROWNREW MANUFACTURING, INC. AND ITS SOBMISMON DOES NOT GRPRT THE RIGHT TO MAKE USE, SELL WHAT E:: WRITTEN COATING TYPE DRAWN BY, MEKKI AL AZADI HARDWARE : QUANTITY, TYP 16 00 HE REPRESFNIEO HERE IN WITHOUT THE PRIOR I CONSENT OF BROWNFIELD MANUFACTURING INC. IN MILL CALF =NONE- DRAWING NOA E_LlmNENSmNS '.WORKING DRAWINGS BUI ARE IN HEDECIMAL 'TO THESE iNCs 13.00p4.00 COLOR: DATES OCT 24, 20021 PAGE OFD B.M.I. EURTN CITY OF RENTON SUBMITTAL BREAKER SCHEDULE TG RVICE VOL De fm-24 R TING : 250 AMP L.C.H. METER PHOTO CELL WING. CONNECT- 2 P 3 W : DRAWwc x, BASE T. G VaLTANPS HREPIQR T CONNECTION KT BREANER VOLTPNPS QUIT DESCRII —N AMP POLE N6 P B 0; AMP POLE A B DEBOD' ION 1920 N2 M40 MAIN 15A LIGHTING A I92D IcNmP c ccN TEST ill", s fi' I9zD RECCPnCAL LIGHTING B M a 1920 SWITCH ID: 19m LIGHTING D 50A LIGHTING C, A SIGNAL LIGHTING A 20A "O� VA MAW BREAKER:. -'U.. AMP ':.. LINEDAMPS�'00_AMP'. HSA S'S B IZMHD VA LDLAnON ... TOP FEED PKAS(NG SINGLE 20A LIGHTING D TmnLLOAS: x3stD VA " Fe:OFR Sae xvA. DEMAND sulacF, LIGHTING . B C.M,vnas 20A 20A NOTES: LIGHTING C 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H, 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE G 51, C'.H 2P 20: AMP BREAKER (BAB2020) TO VERIFY METER �.F 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT ®,.0 53. C.H. 1P 20. AMP BREAKER (BAB1020) 54. C.H. 1P -15 AMP BREAKER (BAB1015) GROUND BAR ° °. ° ° ° ° aj 55. MILBANK. -METER ENCLOSURE (MS-24-TB) 56.: HUBBELL SWITCH (CS1201 71) MEETS EUSERC REQUIREMENTS 57, GFCI. RECEPTACLE 20 AMP (LEVITON'6696 I APPROVED -BY: 58 SQUARE :DELIGHTING CONTACTOR PUGET SOUND ENERGY (981ODPA32VD2UI) TACOMA POWER 51 50 51 5 61. SOUTHCO DOOR S.S. HINGE (F6-3-1) 64 STAINLESS STEEL HANDLE 51 s3 65 DEAD BOLT LOCK 'BEST' (5L7R1_2 6 -'6) s 66 SQUARE D'TERMINAL BLOCK 4s 67. SQUARE D END CAP 70 1'x.25' GASKET RO WNFIELD o MANUFACTURING, INC. 66 ,. 1820 BICKFORD AVE. SNOHOMISH WA (360)568-0572 Fez (360)568-0577 57 56 MATERIAL THIS DRAWING IS THE PROPERTY OF BROWN DOES I I COATING TYPE, MANUFACTURING, INC. ANN 0'S SUBMISSION ODES INOT ❑a REPRESENTED THE RIGHT TO MAKE USE, OR SELL WHAT E 1 I DRAWN BY, MEKKI AL AZADI REPRESENTED HERE IN LD MANU THE PRIOR WRITTEN HARDWARE QUANTITY CONSEM, of BROWNFlELO MANUFACTURING INC. - 1 58 FINISHi. SCALE = NONE. DRAWING NO,. ° ° ° ° COLDRi. ALC mnENS[oxs ;:WORKING DRAWINGS -BU ARE [N DECSMAL MID .:OCT 24, 2004 PAGE: :OF, I INCHES .TO. THESE:.. CUTTING RINGS CITY OF RENTON ELEC I KICAL 'SEKVLC;E CANINE P 0 AMA FUSE KIT TE4 RECOMMENDED FOR APPROVAL B`f DATE lo MnitnNy STREET LIGHT CONTACTOR CABINET BY DATE WASyP • ''R N�Fp II T I I I I L UAI t I ntylJlUry I F3Y IAF'PK- x FUSE KIT & SPLICE KIT DETAILS AND CABINET FOUNDATION BY DATE R, ° z HERMAN TRAFFIC ENGINEERING Y ADOPTED CITY OF RENTON =�o St-d -d p BUS. -t LIST DATE: 11/5/96 Y ADOPTED 4 arrr DF xerrrDx =' a St-d-d pl-. LET DATE: 12/96 � °FSf� �`���� Sfo"ALEN o�_�� ExPIRES :01/31/07 15324 Southeast 133rd Court, Renton, Washington 98059 425- 277-1740 tel. 425- 2775718 fax hte @comcast.net -. RECORD DOCUMENT ®��� �%� )r BYOvl. ,rT ""w`�•,A.�, DATE Qfe7.�. --e? DWG. NAME: JR -12 SP PAGE: J013 DWG. NAME: JR -09 SP PAGE: JO10 A$:133zDOto'r� cD.r- 33zoo3 SGAbIrt° JIINi1ihU7 BPI v nk. " 7