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HomeMy WebLinkAboutzT-3376SetJ is n Nwr 'aw' n PORTION OF THE N.W. & N.E. 1/4 OF SEC. 15, 15 gJ r TWN 23 N., RGE 5 E., W.M. 9 10 11 72 13 14 16 F � I CONDUCTORS ; r a_ a a I _ 21 IL TYPE M —C —III H.P.S. LUMINAIRE, ARM M AND ALUMINUM DAVIT STYLE POLE a SCDULE 40) 1.5 HE z REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). ® � a 5 1 J J �4 J is n Nwr 'aw' n PORTION OF THE N.W. & N.E. 1/4 OF SEC. 15, 15 gJ r TWN 23 N., RGE 5 E., W.M. 9 10 11 72 13 14 16 F � I CONDUCTORS NOTES a_ a� I _ 21 Z W O TYPE M —C —III H.P.S. LUMINAIRE, ARM 2436 B AND ALUMINUM DAVIT STYLE POLE 1 SCDULE 40) 1.5 HE z REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). Z Z W 5 1 J J �4 24 SERVICE CABINET I ' Q > V 3— 14 PHOTOCELL a• wmsciwe swm�wr 2440 B V �Q NE 2ND PL 5 +43 22.5' RT. FOR APPROVAL Q 14' DECORATIVE POLE BY i 1 A 2 i TO CITY STANDARDS o LyN. 14' DECORATIVE POLE 5 .... ....._..._......_ A NE 3RD PL 12 +05 22.5' RT. is NA i Z � 6 rt — NE 3RD PL 13 +50 22.5' RT. 100 NA U� _. .....: _ _... _ 3 c — 22.5' LT. 1 m � t 3 DECORATIVE POLE 3 33 E o I NE 2ND PL 7 +42 S8923'44"E 175.03' a E I 1; I DECORATIVE POLE �m 2445 B A FIELD AVE NE 8 +67 22.5' LT. o O 14' 2 2 10 2447 B A 4 1 22.5' LT. 100 NA 14' DECORATIVE POLE 11 2449 B A NE 2ND ST 31 +19 19.4' LT. 100 NA NIM nm, mn mne CAUTION: z � LOCATION OF EXISTING UTILITIES SHOWN IS o APPROXIMATE AND MAY NOT BE ACCURATE v� (- OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED � O PRIOR FIELD TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE' YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 40 0 40 80 BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN scale feet BEARING SUBSTANTIAL NE2nd ST. LUMINAIRE SCHEDULE CONSTRUCTION NOTES OINSTALL CONCRETE FOUNDATION AND LUMEC P135A -14 POLE WITH Z40- 100HPS -3 AC- 240 —SFZ4 LUMINAIRE FIXTURE PER POLE SCHEDULE. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. OINSTALL ELECTRICAL SERVICE CABINET # 0116 PER DETAIL 3 ON SHEET 3 AT APPROXIMATE STA. 19 +59, 31.0' RT. COORDINATE WITH PSE FOR SERVICE CONNECTION. WIRING SCHEDULE CONDUIT 3 CONDUCTORS NOTES RUN SIZE I _ 21 REMARKS TYPE M —C —III H.P.S. LUMINAIRE, ARM 2436 B AND ALUMINUM DAVIT STYLE POLE 1 SCDULE 40) 1.5 HE z REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). 2 4 5 TYPE 1 JUNCTION BOX WITH 3 2.0" PVC (SCHEDULE 40) 24 SERVICE CABINET I WIRE NOTE 3— 14 PHOTOCELL CONSTRUCTION NOTE 2440 B RECOMMENDED NE 2ND PL 5 +43 22.5' RT. FOR APPROVAL ��� 3471po` 14' DECORATIVE POLE BY i 1 A 2 i TO CITY STANDARDS 20 14' DECORATIVE POLE 5 2441 B A NE 3RD PL 12 +05 22.5' RT. is NA 14 1 6 2442 B A NE 3RD PL 13 +50 22.5' RT. 100 NA 14' _. .....: _ _... _ 2443 B 2 — 22.5' LT. 1 NA 14' DECORATIVE POLE 8 2437 B ____::......... NE 2ND PL 7 +42 S8923'44"E 175.03' 100 _... �7 1; I DECORATIVE POLE 9 2445 B A FIELD AVE NE 8 +67 22.5' LT. 1 1 14' 2 2 10 2447 B A 4 1 22.5' LT. 100 NA 14' DECORATIVE POLE 11 2449 B A NE 2ND ST 31 +19 19.4' LT. 100 NA 14' \ 37 31 30 28 mF_ I 46 29 25 27 26 'L.. , 11. C ♦... .. ... .... ....... , ..... ..... .. ... ..._.. 91 . .. ka� ........ _ C 1 j ; W I 45 39 ` Q O 49 t I 40 34 38 `." 1 44 i 41 A 35 I [ 1 a 1 43 36 37 42 I 1 F ' CAUTION: z � LOCATION OF EXISTING UTILITIES SHOWN IS o APPROXIMATE AND MAY NOT BE ACCURATE v� (- OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED � O PRIOR FIELD TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE' YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 40 0 40 80 BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN scale feet BEARING SUBSTANTIAL NE2nd ST. LUMINAIRE SCHEDULE CONSTRUCTION NOTES OINSTALL CONCRETE FOUNDATION AND LUMEC P135A -14 POLE WITH Z40- 100HPS -3 AC- 240 —SFZ4 LUMINAIRE FIXTURE PER POLE SCHEDULE. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. OINSTALL ELECTRICAL SERVICE CABINET # 0116 PER DETAIL 3 ON SHEET 3 AT APPROXIMATE STA. 19 +59, 31.0' RT. COORDINATE WITH PSE FOR SERVICE CONNECTION. WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES RUN SIZE M AND DECORATIVE STYLE POLE REMARKS TYPE M —C —III H.P.S. LUMINAIRE, ARM 2436 B AND ALUMINUM DAVIT STYLE POLE 1 SCDULE 40) 1.5 HE z REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). CAUTION: z � LOCATION OF EXISTING UTILITIES SHOWN IS o APPROXIMATE AND MAY NOT BE ACCURATE v� (- OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED � O PRIOR FIELD TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE' YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 40 0 40 80 BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN scale feet BEARING SUBSTANTIAL NE2nd ST. LUMINAIRE SCHEDULE CONSTRUCTION NOTES OINSTALL CONCRETE FOUNDATION AND LUMEC P135A -14 POLE WITH Z40- 100HPS -3 AC- 240 —SFZ4 LUMINAIRE FIXTURE PER POLE SCHEDULE. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. OINSTALL ELECTRICAL SERVICE CABINET # 0116 PER DETAIL 3 ON SHEET 3 AT APPROXIMATE STA. 19 +59, 31.0' RT. COORDINATE WITH PSE FOR SERVICE CONNECTION. WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES RUN SIZE M AND DECORATIVE STYLE POLE REMARKS TYPE M —C —III H.P.S. LUMINAIRE, ARM 2436 B AND ALUMINUM DAVIT STYLE POLE 1 SCDULE 40) 1.5 HE 2-#6, 1-#6 GREEN TYPE 1 JUNCTION BOX 2 1.5 PVC SCHEDULE 60 2 — #6: 1 — #6 GREEN TYPE 1 JUNCTION BOX WITH 3 2.0" PVC (SCHEDULE 40) 2 — #6, 1 — #6 GREEN SERVICE CABINET NA WIRE NOTE 3— 14 PHOTOCELL CONSTRUCTION NOTE LUM. NO. LEGEND EXISTING NEW LOCATION OFFSET (FEET) TYPE M —C —III H.P.S. LUMINAIRE, M AND DECORATIVE STYLE POLE REMARKS TYPE M —C —III H.P.S. LUMINAIRE, ARM 2436 B AND ALUMINUM DAVIT STYLE POLE NE 2ND PL 1 +44 CONCRETE PAD LIGHT BASE AND ® TYPE 1 JUNCTION BOX - - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) 2 TYPE 1 JUNCTION BOX WITH ® CONCRETE PAD ® SERVICE CABINET NA WIRE NOTE O CONSTRUCTION NOTE 2440 B RECOMMENDED NE 2ND PL 5 +43 22.5' RT. FOR APPROVAL ��� 3471po` 14' DECORATIVE POLE BY BY A CHECKED FOR COMPLIANCE 22.5' RT. TO CITY STANDARDS LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) REMARKS 1 2436 B A NE 2ND PL 1 +44 22.5' RT. 100 NA 14' DECORATIVE POLE 2 2438 B A NE 2ND PL 3 +43 22.5' RT. 100 NA 14 DECORATIVE POLE 3 2440 B A NE 2ND PL 5 +43 22.5' RT. 100 NA 14' DECORATIVE POLE 4 1 2439 B A ELMA PLACE NE 10 +40 22.5' RT. 100 NA 14' DECORATIVE POLE 5 2441 B A NE 3RD PL 12 +05 22.5' RT. 100 NA 14 DECORATIVE POLE 6 2442 B A NE 3RD PL 13 +50 22.5' RT. 100 NA 14' DECORATIVE POLE 7 2443 B A ELMA COURT NE 15 +26 22.5' LT. 100 NA 14' DECORATIVE POLE 8 2437 B A NE 2ND PL 7 +42 22.5' LT. 100 NA 14' DECORATIVE POLE 9 2445 B A FIELD AVE NE 8 +67 22.5' LT. 100 NA 14' DECORATIVE POLE 10 2447 B A FIELD AVE NE 10 +17 22.5' LT. 100 NA 14' DECORATIVE POLE 11 2449 B A NE 2ND ST 31 +19 19.4' LT. 100 NA 14' DECORATIVE POLE ROLE 2 0 <fi F R `= DATE A H - zU EBT NORThIW TRAFF /C EXPERTS 10104 -111th Ave. N.E., Kirkland, WA 98033 Phone: 425.522,4118 Fax: 425.522.4311 tSTE�' G� s /ONAL 6� 4 AW EMRM 9/161 rb-.T- 33"1601 rw.....an Neu nu U.., F I d n m J o g— a R/W LINE F0 TYP. CONC, PAD o SIDEWALK LUMEG Z40 LUMINAIRE DETAIL a W a a A CURB Lu Lu N BROADWAY r 10' UTILITY EASEMENT CURB R W 16 1/8 0 SIDEWALK 41 O m m O N J R/W LINE dQ Q 10' MIN. CLEARANCE FROM DRIVEWAY 2' TO 4' OVERHANG z z N O Q z z ALTERNATE PLAN VIEW 'H B SL' FACE OF CU TO CENTER OF FOLE %r C7 J H 25' 1 30' 1 35' 1 40' SL 18' -3" 1 23' -3" 28'--3"13 3" T 0.188 1 0.188 1 0.219 0.219 1' -2" r��+ TAPERED ALUM. POLE OV ER HANG 'T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH STREET LIGHT CONDUIT 'H' "x6" TRENCH DEPTH 24" r HANDHOLE 4 'SL' OP. O EN EN W /COVER r G0 ^ ^ 1 SCREWS. GROUND LUG INSIDE POLE TYPICAL STREET LIGHT FOUNDATION LOCATION Cif iI � ®Q 3 o o STREET LIGHT • CONDUIT TRENCH DEPTH 24" fif � [ TL No e; In54A1l dc,+Ile QJIm(kLiJ -II Pf-1 4 ALTERNATE STREET CROSS SECTION �! Qndh�Ie• LI cJ W I'll 16C KIYIC� C�P.VK�°i C15 �j1C� LIGHT BASE IAND JUNCTION BOX LOCATIONS 3 /a'' Pin 14ty- ' ecCW M y screws Q4 c abmet: .I: \ ADOPTED CITY OF RENTON e �I =■` O + Standard plans _a DATE REVISION BY APPR LST DATE: 12/96 DWG. NAME: 'JR 35 SP- PAGE: J014 $° LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS 12 a VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX a $ - 7' IN DRY WEATHER 50 °F OR ABOVE. CONCRETE PAD 0 4 o v° o o v 10' ° o v o Do v o e o v 4 v o vo D o D o ° v Pv v� PLAN VIEW D° • o% o p = D ao 3, NUMBERING EXAMPLES 5 f`_1' -6„ 7'-0" VARIABLE MIN. i s o O o o D ° °oD ° Co Do Dv ° ° ° D ° eD e 0> 3 6 C $ 4 �.; ., .$ CAUTID/V: APPROXIMATE AND BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S STREET LIGHT POLE JUNCTION BOX LETTER LETTER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY PREFI POWER OWNED OWNED 1JNDERGR01LIND LITIL17-Y NOTE: e � TYPICAL JUNCTION BOX "B" YOU MUST CALL 1 -800- 424 -5555 NOT LESS THAN 72 HOURS 11 1 ' CURB Q FC' CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN I a 9�T 3'- 0" °° ° °- "� BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE a SIDE VIEW Dv D v v ° D ° 0 4" DEEP o Doe evD o o D D MOUNTING HEIGHT + ��F 4 = °° . . °" °e• D COST OF REPAIRS TO THE SERVICE) "em.�„.�; I a ;,a.i iii ,, ,tea✓, i� ✓.iao i�a; <. ru, .irs, ,:a. °�,v.:.z ° v o ° ° Do °vo oe e 15 FEET 450 TRAFFIC FRONT VIEW SIDE VIEW RECOMMENDED FOR APPROVAL y ° ° e d d 0o v o ° °e °o FLOW TYPICAL JUNCTION BOX "C" BY ��� TV BY PLAN VIEW CONCRETE PAD BY INDIVIDUAL JUNCTION BOX �I- 4' -0 " 1--- 3' -0 "-I CHECKED FOR COMPLIANCE ov o° ° pOov ov DECAL RELECTORIZED � , 2"- 2/2 4„ °• „� ;; ' °;,,, ....... , ' ' ° �...°e •• T TO CITY STANDARDS �.' DATE :j iZo7 OZ ° Do ° d D °e °4 NOTE: CLASS 'B' CONCRETE D z p TO BE USED IN GOTHIC GOLD 2%a� -3" OR WHITE LEGEND ON BLACK BACKGROUND FRONT VIEW SIDE VIEW , DATE DATE w e o i peo CONSTRUCTION OF PAD _ pONpAg 4 o0 4 o ° t, D TYPICAL CONCRETE PAD DETAILS ° 1' CONCRETE PAD DETAILS v STREET LIGHT STANDARD 0i>0 Dv v D DECAL NUMBERING SYSTEM PLAN VIEW 1' ADOPTED NOTE: INSTALL FOGPTE OR SIMILIAR J -11 CITY OF RENTON 4 TYPE U9NCN3 B JO HTMEYLOCRING Standard ADOPTED CITY OF PENTON ♦ O NG : MPE I ANON FOGTIM / I- SWTH J -11 TYPE USNCN3 /B'PN H�(LOd(ING ADOPTED EGEG SECNRITY SCRE- =�` CITY OF RENTON /VOI�T/YWE3T TRAFF /C EXPERTS q ,y'S° ISTE G- EO plans SEMCE U INGE p T LST DATE: 10/30/96 Standard plans Nt LST DATE: 12/96 Standard plans T LST DATE: 11/7/96 10104 111th Ave. N. Kirkland, WA 98033 Phone: 425.522.4118 Fax: 425.522.4311 IONAL� -AM ° S' sna/oa DATE REVISION BY APPR D DWG. NAME: JR -07 SP PAGE: J00 REVISION PP DWG. NAME: JR -09A SP PAGE: J009 DATE R VI N P DWG. NAME: JR -36A SP PAGE; J015 Olga FR I g; 9 a 3 0 J wo�W� J Z Z (n O F- C9 Z Q � J __J FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL - TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LU CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER POLE 4" CONCRETE BASE PAD -\ _.7T_T- #8 BARE COPPER GROUND WIRE 1 - #8 GREEN 2- (SIZED AS REQ'D) LIGHTING SYSTEM WIRES TO CONTACTOR 0 5/8 "x8' o COPPER -CLAD Z Y DATE GROUND ROD - O F-1 U W � F.y NN o_ W � c a m' NOTES:. All dimensions are. minimum. Exact configurations vary among. different manufacturers. Th e noted lid are overall minimums The Diamond Pattern for Type 1 or Type 2 EPDXY FILL EPDXY FILL Boxes shall be 28% minimum of overall thickness. .Lid support members shall . be welded to the frame. 490OPSI. 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 INLINE SPLICE extension boxes. When noted in the contract. Type Boxes shall be provided with a 10' X 27 1/2" 10 WYE SPLICE gage divider plate complete with fasteners. Non-concrete Boxes may be submitted for approval. Evaluation will include an H -20 I III SPLICE KIT Load Test. I� I TO LUMINAIRE JUNCTION BOX DIMENSION TABLE 1 r c I 1/4" MINIMUM -DRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. DIAMETER 7/8" _ _= II -1111 -1111 ITEM BOX TYPE TYPE1 ALTERNATE A ALTERNATE B TYPE 2 A Box Outside len th 22" 1 22" 1 33" B Box Outside: Width a a 17" la x C Box Inside Length 18" 19 ° D Box .Inside Width 13" 14" 17" E Lid Length m 18" 26 1/2" F Lid Width 13" 13 ". 17" ULjox ue th 12" 0 of of 12" H &Frame De th 5 16" 5 16" 5 16" Thickness Min. 1 1 2" 1 1 2" O Z Reinforcement � end See Detail NOTES:. All dimensions are. minimum. Exact configurations vary among. different manufacturers. Th e noted lid are overall minimums The Diamond Pattern for Type 1 or Type 2 EPDXY FILL EPDXY FILL Boxes shall be 28% minimum of overall thickness. .Lid support members shall . be welded to the frame. 490OPSI. 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 INLINE SPLICE extension boxes. When noted in the contract. Type Boxes shall be provided with a 10' X 27 1/2" 10 WYE SPLICE gage divider plate complete with fasteners. Non-concrete Boxes may be submitted for approval. Evaluation will include an H -20 I III SPLICE KIT Load Test. I� I TO LUMINAIRE JUNCTION BOX DIMENSION TABLE 1 r c I 1/4" MINIMUM -DRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. DIAMETER 7/8" _ _= II -1111 -1111 ITEM BOX TYPE TYPE1 ALTERNATE A ALTERNATE B TYPE 2 A Box Outside len th 22" 1 22" 1 33" B Box Outside: Width 17" 17" 12 2 17_2" C Box Inside Length 18" 19 1 28" D Box .Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1/2" F Lid Width 13" 13 ". 17" ULjox ue th 12" 12" 12" H &Frame De th 5 16" 5 16" 5 16" Thickness Min. 1 1 2" 1 1 2" 1 1 2 Reinforcement end See Detail See Detail See Detail IIIIE 4-7/8' - h D ELEVATION VIEW LOAD LINE ITEM MATERIALS 4 FUSE ' 1 �4 1 �4" Box 6000 PSI concrete See Notes UIT • Frame Diamond Plate Steel - A786 f 1 /g" �8" *Lid Su ort 1 6'Min. Thick Sted C L or T. - A36 Ir • Lid Dimond Plate Steel- A786 „P N 6'GRAVEL PAD CUTTING RINGS Anchors Steel Wire or Tee Plate COMPACTED 3' SQ. Reinforcement ASTM A 82 Steel OR DIA. *GALVANIZED STEEL TYPICAL JUNCTION BOX INSTALLATION DETAILS BOX FUSE KIT m TYPE T' LEGEND DETAIL (Mark U Ti li"°°i 0 TYPE '11' Box TYPICAL SIGNALS 1 �a��na „mr LIGHTING HOOK OEfAIL PLAN SYMBOLB LIGHTING u.,,�.o -an UNDERGROUND - TELEMETRY NOTE: INSTALL HMDH E OR sIWMI LOOKING TRAFFIC SIGNAL SYSTEM LEGEND TYPE T HANDHq.,E R MIU LOCKING SYSTEM - FUSE KIT & SPLICE KIT DETAILS SECURIW SC 3/6• PIN HEX DEMM Y SCREMS BOX DETAILS ADOPTED ADOPTED -Farm L tt ith 1 /B" Weld CITY OF ERENTON CITY OF BENTON CITY OF RENTON Bead G i d ff Diamond Pattern Standard pleas Standard plans letters b fore form n9 r Standard plans ISr DATE: 12/96. .� EST DATE: 11/5/96ILLUMINA110N SYSTEM LEGEND LST DATE: 11/89 DWG. NAME: JR -06 SP PAGE: J007 DWG. NAME: JR 12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: JO 16 DATE REVISION BY APPR METER 1 BASE MAIN - 20A LIGHTING A 2OA LIGHTING B 20A LIGHTING C .. GROUND BAR 0 0 loo 01 [.YI TO PHOTO CELL j 15A TEST SWITCH 50A SIGNAL 20A .. LIGHTING D BREAKER SCHEDULE SERVICE VOLTAGE: 120 -240 BUS RATING ZW AMP LOCATION MOUNRN(t BUS CONNECTION: 2'P 3 W DRAWING - CIIRCUIT VOI.TAMPB BREAKER CKT CONNECTION T BREAKER VOLTAMPS CURWIT OESCRIPRON A B pMP. POLE N0: A B NO.IAMP POLE B OEBCRIPRON NOTES: 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 1 53, C.H. 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 56. HUBBELL SWITCH (CS1201 -1) APPROVED BY: 57. GFC1. RECEPTACLE 20 AMP (LEVITON 6898 -1) PUGET SOUND ENERGY 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER (981ODPA32VO2UI) 61. SOUTHCO DOOR S.S. HINGE (176 -3 -1) 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 m 0 m m li I ®o�'I ©O 0 ...��10 TYP , 1600 E�NORTHWEST TRAP -W EXPERTS 10104 -111th Ave. N.E., Kirkland, WA 98033 Phone: 425.522.4118 Fax: 425.522.4311 CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. YOU MUST CALL 1- 800- 424 -5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE) RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE NOTES: 49. 225 AMP COPPER BUSSING 18 PLCS PANNEL 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 (981 ODPA32VO2U1) 61. SOUTHCO DOOR S.S. HINGE (1­6 -3 -1) 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 TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER :T- 357b0 ..-- %win D L nlLrr � - t F F# �� LL Y P M z e 1 J s c ii w a V z 0 s a c PORTION OF THE N.W. & N.E. 1/4 OF SEC. 15, TWN 23 N., RGE 5 E., W.M. 0 a^ a P 7 Z r+esns is w zo4.as W O m _Z 1 z J Q V Q = 2 3 0 4 r. NE2nd PLACE Z N 0 0 — — ' - - - -- -- - z ,f j� ~ W a' 3 1 i / 2 725 32 31 30 29 28 26 I_ 27 d 2nd ST CA UT! D N: z LOCATION OF EXISTING UTILITIES SHOWN IS 0 APPROXIMATE AND MAY NOT BE ACCURATE _N E-y OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY AND FIELD VERIFY LOCATION OF UTILITIES TIES 0 PRIOR TO PROCEEDING WITH CONSTRUCTION. LJNDER13RC7UND UTILITY NOTE: YOU MUST CALL 1 -800- 424 -5555 NOT LESS THAN 72 HOURS 40 0 40 80 BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN Scale feet BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). z 2 w, 0y ' I I IAAIKI AIRS CrWr7nl II F 46 46 46 45 49 CONSTRUCTION NOTES OINSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. INSTALL ELECTRICAL SERVICE CABINET # 0116 PER DETAIL O3 ON SHEET 3 AT APPROXIMATE STA. 19 +59, 31.0' RT. COORDINATE WITH PSE FOR SERVICE CONNECTION. WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS NOTES RUN SIZE MAST ARM (FEET) MOUNTING HGT. (FT.) A. 1 l AND ALUMINUM DAVIT STYLE POLE 1 1.5' PVC (SCHEDULE 40) 2- 1 - #6 GREEN 8' 2 1.5 PVC SCHEDULE 80 2 - #6, 1- #6 GREEN - - - -- 3 2.0" PVC (SCHEDULE 40) 2 - #6, 1 - #5 GREEN TYPE 1 JUNCTION BOX WITH 8 25 3-#14 PHOTOCELL 3 9J ` i i \` _ 71 7_.__ 1 NE2 dST - . 1037601 LUM. NO. POLE ID. NO. LEGEND EXISTING NEW LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) TYPE M —C —III H.P.S. LUMINAIRE, ARM 1 l AND ALUMINUM DAVIT STYLE POLE NE 2ND PL 1 +56 22.5' RT. CONCRETE PAD LIGHT BASE AND 8' 25' TYPE 1 JUNCTION BOX -- - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) NE 2ND PL 3 +35 22.5' RT. TYPE 1 JUNCTION BOX WITH 8 25 CONCRETE PAD 3 Im SERVICE CABINET NE 2ND PL 4 +80 22.5' RT. WIRE NOTE 8 O CONSTRUCTION NOTE 9J ` i i \` _ 71 7_.__ 1 NE2 dST - . 1037601 LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) REMARKS 1 2436 B A NE 2ND PL 1 +56 22.5' RT. 100 8' 25' 2 2438 B A NE 2ND PL 3 +35 22.5' RT. 100 8 25 3 2440 B A NE 2ND PL 4 +80 22.5' RT. 100 8 25' 4 2439 B A ELMA PLACE NE 10 +65 22.5' RT. 100 8 25' 5 2441 B A NE 3RD PL 12 +05 22.5' RT. 100 8 25 6 2442 B A NE 3RD PL 13 +50 22.5' RT. 100 8 25' 7 2446 B A ELMA COURT NE 14 +95 22.5' RT. 100 8 25 8 2444 B A NE 2ND PL 6 +63 22.5' RT. 100 8 25' 9 2445 B A FIELD AVE NE 8 +32 22.5' LT. 100 8 25' 10 2447 B A FIELD AVE NE 10 +07 22.5' LT. 100 11 2449 B A NE 2ND ST 30 +86 19.5' LT. 100 1 8 25' 3 ftr7' RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS 07&� DATE DATE DATE a ��p AL fAEx _Ul NZ7RTHwrH7 -IC 4 51 �/ TRAF AEXAE T / r S GIST 10104 -111th Ave. N.E., Kirkland, WA 98033 S /OVAL Phone: 425.522.4118 Fax: 425.522.4311 ORES: 9/15109 1 Cf1 T- 33 %Innl x*0 motor C I % Y g M .4] u ~ m g � a I M CV R/W LINE CONC. PAD 0.188 WALL BRACKET SIZE AS REQUIRED -►I 8" I 2' 2" N.P.S. SLIPFITTER g SIDEWALK ALUM. ALLOY 6053 -T6 i� CURB .D. " N.P.S. O.D. z SLIPFITTER 5' -9" RADIUS 2" } CROADWAY 10' UTILITY EASEMENT -� R W 1/2° BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT 1 -2" BRACKET CABLE 4-1/2° Q.D. f S DEWALK I I R/W LINE 1'_2" 2" BY 3/4" Fes- d W CJ 10' MIN. CLEARANCE FROM DRIVEWAY 2' 4' OVERHANG REDUCING WASHER Z ALTERNATE PLAN VIEW H TAPERED ALUM. POLE LZ�I <n O U) /p SL 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 25 -0" :D Q FACE OF CU,B TO CENTER OF OLE 3/4" ROMEX Q H 25' 30' 35' 40' SHAT CONNECTOR I WITH LOCKNUT J T 0.188 0.188 0.219 0.219 1' -2" \. .. 3 TAPERED ALUM, POLE 2' TO 4' ° 'T' WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST SATIN GROUND FINISH �H' I STREET LIGHT CONDUIT TRENCH DEPTH 24" ARM AS REQUIRED 4 °x6" OPENING W /COVER I SL' HAS6SL I 151 HANDHOLE. 4 "x6" OPENING SC & S.S. SCREWS. I TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS a° O.D. \v rfD GROUND LUG INSIDE POLE 6" FOUNDATION LOCATION BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG n o �1'- j BOLT COVERS & S.S. SCREWS t 6" FOR DOUBLE MAST ARM, INSTALL 2ND CABLE w Y ►i 1- -11 -1/4" SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0 ® o STREET LIGHT ARE ON SAME CIRCUIT E� 3 CONDUIT TRENCH DEPTH 24" 11" " IA. H ALTERNATE STREET CROSS SECTION T CIRCLE 41/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL W a LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL m c �� o ADOPTED CITY OF RENTON ` =•` Standard NUTS AND WASHERS 4" ADOPTED CffY OF RENTON ` ` • ADOPTED CITY OF RENTON a plans LST DATE: 12/96 Standard plans Standard plans DATE I REVISION BY PR S DWG. NAME: JR -35 SP PAGE: J014 DATE REVISION S LST DATE: BY APPR' DWG. NAME: JR -01 10/30/96 SP PAGE: J002 T S ST DATE: 10/30/96 DATE REVISION BY APPR DWG. NAME: JR -05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX a 7' IN DRY WEATHER' 50 °F OR ABOVE. CONCRETE PAD 0 v Oveo Ov p °Ov o � a OO,„ a °d ° v° o e a ° dva n O O NUMBERING EXAMPLES 7' -0" 1._6„ VARIABLE 7�o0 �a I I '< c� 0 PLAN VIEW pO • o °aD 0 0 n C' 3 6 4' u CALIT /ON: n Oa o 0 o pD ap Dve ° v nv DypD� C 8 A R, r °" 6.b av LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY N�„T BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED FRONT VIEW SIDE VIEW AND FIELD VERIFY LOCATION OF UTILITIES CITY' PUGET POWER OWNED OWNED PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGRDUND UTILITY NOTE: TYPICAL JUNCTION BOX "B" YOU MUST 1- 800 424 -5555 NOT LESS THAN 1' CURB OF CONCRETE PAD " CALL - 72 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTIL177ES MAY BE LOCATED FAILURE TO DO SO COULD MEAN r °v ' 1.1 0 9!� 3' -0" 3' -0 BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE a SIDE VIEW D v v D DEEP o 'oe evD MOUNTING -I- 9c ¢ � COST OF REPAIRS TO THE SERV/CE). „ ,, �� w a p „ HEIGHT F o FEET v o v ° ' °evo pe Ae 15 45° TRAFFIC ' FLOW FRONT VIEW SIDE VIEW RECOMMENDED m p v A BY 1 34,_„ 2 TYPICAL JUNCTION BOX "C” BY PLAN VIEW CONCRETE PAD BY INDIVIDUAL JUNCTION BOX �I� 0 I- -3'. 0 >'-I CHECKED FOR COMPLIANCE Ov oO o a0 °a °OV v DECAL: RELECTORIZED GOTHIC GOLD 2 -2l' 28_3" 4 ti . T a" r TO CITY STANDARDS DATE &'y'' 0 o D p va o e e G NOTE: CLASS 'B' CONCRETE OR WHITE LEGEND ON BLACK DATE TO BE USED IN BACKGROUND IF FRONT VIEW SIDE VIEW DATE r CONSTRUCTION OF PAD 4 c? O p ONALp WASA,y a ° J a I D ° TYPICAL CONCRETE PAD DETAILS 1' CONCRETE PAD DETAILS o D o Dv v v D STREET LIGHT STANDARD � OOF i DECAL NUMBERING SYSTEM r PLAN VIEW 1 \ CTTYADOPTED OF ERENTON ♦ 4 =°e Standard plans NS LST DATE: 10/30/96 ADOPTED CITY OF RENTON a ° Standard O t LST DATE: plans p 12/96 ADOPTED CffY OF RENTON + '` ` Standard plans S LST DATE: 11/7/96 %HwErgT TRArrI EXP R'rH w /T/� 10104 -111th Ave. N.E., Kirkland, WA 98033 N O 1 ss /ONAL FAG EXPIRES: 9/15/08. DATE I REVISION I BY APPR DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 Pp DWG. NAME: JR -09A SP PAGE: J009 DATE REVISIO Pp DWG. NAME: JR -36A SP PAGE: JO15 CO.Z 337W2 �� 7z -- w &' ,r M M 1 J a v � 1 U a 0 n 0 a M O J 1,111 C!) J Lj V) Q Z C4 Y S 1 J J a g 9 a 0 a s ®0 3 E_ a E- W a c a rn c �I c � a FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL - TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LU CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER BASE 4" CONCRETE PAD #8 BARE COPPER GROUND WIRE 1 - #8 GREEN 2- (SIZED AS REVD) LIGHTING SYSTEM WIRES TO CONTACTOR 5/8 "x8' COPPER -CLAD DarE I GROUND ROD- 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 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH - TO LUMINAIRE 4' 3• SQ. OR DIA_ 1/4" MINIMUM jDRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. METER BASE MAIN SIZE AS REQUIRED 20 }} 20A 4-1/2" L2" N.P.S. LIGHTING A O.D. SUPFITTER 5' 7�7 RADIUS t -1•_2" zoA LIGHTING B 20A LIGHTING C 30' -0" 23' -3" SHAFT GROUND BAR 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH rGROUND UG BOLT COVERS & S.S. SCREWS 1' -6" -I I-- 11 -1/4" SQ. Z 11" TO 12" DIA. BOLT CIRCLE rn 4" CONCRETE PADV__C'_��FIINISHED GB OLE ABOVE of (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS STANDARD 30 FOOT DAVIT POLE ADOPTED i� CtT1' aP R6NTON Standard pleas LST DATE: 2- Oct -87 j Z neTr Rflfl9flN Rv eooR DWG. NAME JR -02 SP PAGE: JO03 ® Ef7 0 0 10001 [xa �0 ° EPDXY FILL EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT � BQ DIAMETER 7/8" ••D LINE MGM= TO J1sa PHOTO CELL tl TEST SWITCH SOA 11 SIGNAL 20A LIGHT NG D 20A FUSE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON ♦OO n. "aea pleas -( ISTDATE :11 /5/96 DWG: NAME:JR -12 SP PAGE:J013 NOTES: Ail 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. 490OPSI 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. JUNCTION BOX DIMENSION TABLE I C I 1 ARK ITEM TYPICAL TYPE 2 LIGHTING 22" UNDERGROUND 33" SYSTEM 17" ADOPTED CITY OF RENTON j 3tenderd plena LST DATE: 12/96 DWG. NAME:JR -O6 SP PAGE: J007 METER BASE MAIN SIZE AS REQUIRED 20 }} 20A 4-1/2" L2" N.P.S. LIGHTING A O.D. SUPFITTER 5' 7�7 RADIUS t -1•_2" zoA LIGHTING B 20A LIGHTING C 30' -0" 23' -3" SHAFT GROUND BAR 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH rGROUND UG BOLT COVERS & S.S. SCREWS 1' -6" -I I-- 11 -1/4" SQ. Z 11" TO 12" DIA. BOLT CIRCLE rn 4" CONCRETE PADV__C'_��FIINISHED GB OLE ABOVE of (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS STANDARD 30 FOOT DAVIT POLE ADOPTED i� CtT1' aP R6NTON Standard pleas LST DATE: 2- Oct -87 j Z neTr Rflfl9flN Rv eooR DWG. NAME JR -02 SP PAGE: JO03 ® Ef7 0 0 10001 [xa �0 ° EPDXY FILL EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT � BQ DIAMETER 7/8" ••D LINE MGM= TO J1sa PHOTO CELL tl TEST SWITCH SOA 11 SIGNAL 20A LIGHT NG D 20A FUSE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON ♦OO n. "aea pleas -( ISTDATE :11 /5/96 DWG: NAME:JR -12 SP PAGE:J013 NOTES: Ail 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. 490OPSI 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. JUNCTION BOX DIMENSION TABLE I C I 1 ARK ITEM BOX TYPE TYPE 1 ALTtR1ATE A ALTERNATE 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" Box Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1/2- Lid Width 13" 13" 17" G Box Depth 12" 12" 12" & H Lid Frame Depth *GALVANIZED STEEL 5/16" 5/16" Will Thickness Min. _5/16" 1 1/2" 1 1:2- 1 1/2" Wire Reinforcement IN W -2.5 W -2.5 Le end See Deta6 See Deta7 See Detall NOTES: ELEVAnON VIEW 49. 225 AMP COPPER BUSSING 18 PLC PANNEL ITEM Box MATERIALS 6000 PSI concrete See Notes 51. C.H. 2P 20 AMP BREAKER (BAB2020) • Frame Diamond Plate Steel - A786 I 53. C.H. 1P 20 AMP BREAKER (BAB1020) z• r t Ud Su ort 1 IYMiL Thick Steel C, L or L - A36 MEETS EUSERC REQUIREMENTS TG-RAnVEL • Lid Diamond Plate Steel - A786 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER (981ODPA32VO2UI) Anchors Steel Wire or Tee Plate Reinforcement I ASTM A -82 Steel 66. SQUARE D TERMINAL BLOCK *GALVANIZED STEEL TYPICAL ,MNCTON BOX INSTALLATION DETAILS LEGEND DETAIL (Mnk L) Il�-I M TYPE T BOX SIGNALS T 0 TYPE 'II' BOX LIGHTING ° ° ° ^° �° TS -LT Noac DETaa PLAN SYMBOLS (a eumrael RA TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND JUNCTION BOX DETAILS -Form Letters with 1/8- weld L T-11 CITY F�RENTON Bead Grind off Diamond Pattem before fannfrrg + Standard plans ILLUMINATION SYSTEM LEGEND 1 LST DATE :1 1 /89 DWG. NAME: JR -36 SP PAGE: J01 NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) CONTRACTOR IS RESPONSIBLE TO F G 52. C.H. 1P 50 AMP BREAKER (BAB1050) VERIFY METER ARRANGEMENT I 53. C.H. 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 56. HUBBELL SWITCH (CS1201 -1) APPROVED BY: 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) PUGET SOUND ENERGY 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER (981ODPA32VO2UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 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 BY: NORTHWArsT fAEA TRAFT -IC EX)=M7T0 10104 -111 th Ave. N.E., Kirkland, WA 98033 Phone: 425.522.4118 Fax: 425.522.4311 J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES SECURITY SCREW S.S. (TYP,) COUNTERSUNK 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID DRILL THREAD FOR 3/8' DIAM. BOLTS GALVANIZED STEEL BAR 1" WIDE, 1/2" THICK RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS _ DATE DATE DATE NOTES: 49. 225 AMP COPPER BUSSING 18 PLCS PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C.H. 1P 50 AMP BREAKER (BAE1050) 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 (981ODPA32VO2U1) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) o W 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 TO m VERIFY. METER ARRANGEMENT O MEETS. EUSERC REQUIREMENTS APPROVFD'BY: PUGET SOUND ENERGY TACOMA POWER 0 0 qo E 0 . °r 6.00-- ' r• TYP 16 n[ 0e • k:U I WV, �6Y s r7 EQOp ME FR_