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HomeMy WebLinkAboutzT-3300Set4 C114 w LLI C:) Y Q 0 0 M Z _j 0 :r E E N cl (JI C D WjN a- OF, z 0 Ln of LEGEND, TYPE M-C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE N 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 O TYPE 2 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE S.E. 1/4, SEC* 10, TWP. 23 N., RGE. 5 E., W.M. GENERAL NOTES 1. IF SIDEWALK IS NOT INSTALLED ADJACENT TO POLE NO. 2 AS PART OF THIS PROJECT, THE FOUNDATION AND PAD FOR POLE NO. 2 SHALL BE INSTALLED TO MATCH THE FUTURE SIDEWALK ELEVATION. CONSTRUCTION NOTES. 1O INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT HOQUIAMP STA. 46+02, 23' RT. LABEL CABINET AS #0103. 2 ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO RELOCATED UTILITY POLE (LOCATION SHOWN APPROXIMATE ONLY). COORDINATE WITH PUGET SOUND ENERGY FOR SERVICE CONNECTION. POLE SCHEDULE POLE NO. 0 CIL STREET q) 0 m POLE OFFSET cn Z 00 _y III 0 MAST ARM < 1 4050C L _j li 22.5' RT. c: M-C-111 U E 8' A E E N cl (JI C D WjN a- OF, z 0 Ln of LEGEND, TYPE M-C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE N 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 O TYPE 2 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE S.E. 1/4, SEC* 10, TWP. 23 N., RGE. 5 E., W.M. GENERAL NOTES 1. IF SIDEWALK IS NOT INSTALLED ADJACENT TO POLE NO. 2 AS PART OF THIS PROJECT, THE FOUNDATION AND PAD FOR POLE NO. 2 SHALL BE INSTALLED TO MATCH THE FUTURE SIDEWALK ELEVATION. CONSTRUCTION NOTES. 1O INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT HOQUIAMP STA. 46+02, 23' RT. LABEL CABINET AS #0103. 2 ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO RELOCATED UTILITY POLE (LOCATION SHOWN APPROXIMATE ONLY). COORDINATE WITH PUGET SOUND ENERGY FOR SERVICE CONNECTION. POLE SCHEDULE POLE NO. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT N0. 1 4050C HOQUIAM 45+79 22.5' RT. 150 M-C-111 30' 8' A 2 4052C H_OQU I M 1 47+78 22.5' RT. 150 M-C-111 30, 8' A 3 4054C HOQUIAM 49+33 22.5' RT. 150 M-C-111 30' 8' A 4 4056C HOQUIAM 51+04 22.5' RT. 150 M-C-111 30' 8' A 5 4058B 6TH ST. 21+40 22.5' LT. 100 M-C-111 25' 8' B 6 4060B 6TH ST. 22+86 22.5' LT. 100 M-C-111 25' 8' B 7 4062B 6TH ST. 24+41 22.5' LT. 100 M-C-111 25' 8' B 8 4064B 6TH ST. 26+03 22.5' LT. 100 M-C-111 25' 8' B 9 4066B GRAHAM 30+80 22.5' RT. 100 M-C-111 25' 8' B 10 4068B GRAHAM 32+37 22.5' RT. 100 M-C-111 25' 8' B 11 4070B GRAHAM 33+96 22.5' RT. 100 M-C-111 25' 8' 8 12 13 4072B 4074B 5TH ST. 5TH ST. 35+59 36+96 22.5' LT. 22.5' LT. 100 100 M-C-111 M-C-111 25' 25' 8' 8' B B 14 4069B FIELD PL. 38+36 22.5' RT. 100 M-C-111 25' 8 B 15 4071B FIELD PL. 40+01 22.5' RT. 100 M-C-111 25' 8 B 16 40738 FIELD PL. 41+51 22.5' RT. 100 M-C-111 25' 8 B 17 4076B 5TH PL. 12+83 22.5' LT. 100 M-C-111 25' 8 B 18 4078B 5TH PL. 11+43 22.5" LT. 100 M-C-111 25' 81 T 13 WIRING SCHEDULE RUN NO. CONDUIT i CONDUCTORS REMARKS 1 1.5 $1 PVC (SCHEDULE 40) 4-#8, 1-#8 GREEN, 3-#12 PHOTOCELL 2 1.5" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN, 3-#12 PHOTOCELL 3 1.5" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 4 1.5" PVC (SCHEDULE 80) -3 2-#8, 1-#8 GREEN 5 2" PVC (SCHEDULE 40) -#2 SERVICE ENTRANCE HIE HERMAN TRAFFIC ENGINEERING - 15324 Southeast 133rd Court, Renton, Washington 98059 0 425-277-1740 tel. 425-277-5718 fax hte@comcast.net Z 4 it 3. LS .01 36+00 (ROAD "B") =23+30.45 (ROAD "C") _j 42+37.56 (ROAD "B") =25+52.52 (ROAD -C-) E. 6TH ST* Au 2 .._ �.._ .. . .... _714 26 . . ..... ............ 3, f . . ..... :wI . ..... 8 4 7 . . ......... ....... .......... I., dOp 2 7 _'�" ~ .... �'. E 1 ! ? E : iE € i i ! ; I ! t E . , 1 ! ;' j - « .«... «««. .« . _.._... .._. ..._...... ... .. ...«- . . . _ - - _- _...-__._ __ _ !_ ; �y - -,f j , II I €; i f _ f{€ � �W � » ..1 f 1 • !; . . , ° - t _ � � ! _ 1 I I I I f �:�Ir �I ! I r r I f I I 1 1 I 1I .. +1rw� --I � � €1: • �i i° ; �! ! f ? f € E t f E f 1 i f E ' _ _ _ _ _ _ _ _ ._« . 3_ _ .. . . __... .. ' = r ...__ • .- _ ' € j t f `, ! i i ! I I = i 1 r I ! ! 3 s t i - _-. -- - ~ --E I f i i i f ! 3 ! � f i i % 3 4.8 - :;'- 0 _ 3 8 .9 4_V_ L 9 47' A3 4 •6 L_ low -.jL - - - - - - - - - - - - - - 9: 6 r-------------- IF Rt�a _ ►I -I 2 7 20 ------------- 3 ........... ------------- 45 ------------ 21 6 Lj: 7 > F APPROX. LOC AT! i R A(.�1 2" GAS UNE PER AS' .... .... ... . - ------ 4. < 3 15 22 1 . .... .... ... .... 3 2 15 T ..... .... .. 10- 14- cS 5 21 4 !3 3 . ....... ......... ILLJ - - - - - - - - - - - - - - j ... . . .... .... ... ... .... ... ... .... .... ... ... . - -n . . .. . ....... . ... . ............. A r ILL. - - - - - - - - - 6 -------------- -- .24 ............... ... .... .... ... 13+33-20 (ROAD A ............ Lk 3, 4w :44 33+31.56 (ROAD 2 . . . . . . ..... .......... ------------ . .... . ........... ...................... 17 --------------- IMI 44 WT Z .... .... ... .... .... ... .... ... . 2 N NTHPl. -11 ........... ............. 3 ---------------- . ......... ............................................... 14 42 lit 8 r 39 41 3 I . ... .... ... 2 J ............ 3 3 .. ... .... .... ... .... . . . 0+00 (ROAD OCO) 45+37.75 (HOQUIA iA WATEROM • Ld I z • LLI 0r 0 a: fb+oo (ROAD "A"" .1 48+92,17 (HOQUIA . . . ................. . r- ........... .. .... ... ... .... . ............. � -� "IZ ------ --- . .... ... .... .... ... . ... .. : . . . 0 ................ 7 36 4 .. ........ . .. . ... . ....... . ...... 4 20 42� P R 1 VA _S S r_S,1 V1 ...... )NC T V A, L ... . . ...... ;E' I 9v 3 L - - ---- - - - - - - - ---- - -- -- ----- lop TIR r A% A 4-m 4 • N'�*,­5TH. 'ST , _" 3 . . . . ....... ...... ....... ..... t 3 . . . .. .... . ....... 1 35 < ..... ...... ....... ...... ....... 9 32 .. .................. _j ...... .... ......... _4 . ... .............. • . . ....... . . .. .... ... . ... ... ... ... .... .. L . ......... .... . 16-m ............ . ....... .. ..... ....... . .. ....... ...... ...... ..... ....... .......... . ......... ........... . ........... -- - ---------- -- . .. . .......... . . .............. ........ ......... .... .. ... ..... RECO MENDED FOR APPROVAL DATE BY BY DATE BY DATE ROLL 20:� T -33000 RECORD DOCUMENT BY DATE FR4;69 EX. 150 WATT LUMINAIRE AT 30' M.H. TO REMAIN (#26011 C) ....... .... . ^-.___......................... .....................- .._.._..; • 33000l ANNE it Y 1 12006 0 171 .� t7l t 0 Q 0 4b. tr `� r 14 wo Fi Y 1 12006 0 171 .� t7l t 0 Q 0 4b. tr `� r 14 4 CN 91 OD N N SIZE AS SIZE AS - . CONIC. PAD:! W a REQUIRED „ 8 0.188 WALL BRACKET �'1 20 REQUIRED » 0.188 WALL BRACKET —1 8 20 �i 0 ALUM. ALLOY 6063-T6 ALUM. ALLOY 6063-T6 30' 35' 40' 4 -1 /2„ 2„ N.P.S. 4-1/2 T2 N.P.S. CENTER OF OLE Q.D. SLIPFITTER O. D. SLIPFITTER CENTER OF OLE 112 " BNC LOCKBOLT 5' ---9" RADIUS 112 BNC LOCKBOLT 5' -9" RADIUS Z J GR. 18 -8 S.S. - GR. 18 -8 S.S. c FLUSH JOINT 1' -2" 4-1/2 11 0. D. FLUSH JOINT ---- 1' -2" » 0 D ,4. -1 2 / 1 23 3 " ' 33-3" - . CONIC. PAD:! � �i 0 H 25 30' 35' 40' R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT � ROADWAY R/W R/W 10' 7.5' CURB SIDEWALK R/W LINE 1' -2" 2" U) Lj_ I I W 10 MIN. '� TAPERED ALUM. POLE TAPERED ALUM. POLE CLEARANCE FROM DRIVEWAY 2' TO 4' 2' TO 4' OVERHANG OVERHANG w Z 0.188 WALL ALLOY 6063 -T6 0.188 WALL ALLOY 6063 -T6 ,ALTERNATE PLAN VIEW Y p SATIN GROUND FINISH 25 -0 SATIN GROUND FINISH p . = 18, -3„ 23'_3,. O 'SL' 'SL' m c SHAFT SH AFT + I FArF CAF rl l R T I FACT CAF rl l R Tn 151 HANDHOLE. 4 "x6" OPENING " 151 HANDHOLE. 4"x6" OPENING 11-291 W /COVER AND S.S. SCREWS 8O.D. W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH GROUND UG BASE FLANGE ALLOY 356 -T6 WITH GROUND UG TAPERED ALUM. POLE 2' TO 4' STREET LIGHT CONDUIT STREET LIGHT CONDUIT BOLT COVERS & S.S. SCREWS -- 1 •_ BOLT COVERS & S.S. SCREWS I 'T' WALL ALLOY 6063 -T6 OVERHANG TRENCH DEPTH 24 TRENCH DEPTH 24 6 1 -6 SATIN GROUND FINISH , » -•wI I-- 11 -1/4" SQ. It -.� I--- 11 -1/4" SQ. HANDHOLE 4 "x 6 " H TYPICAL STREET LIGHT TYPICAL STREET LIGHT 11 TO 12 DIA. 11 TO 12 DIA. SL a° BOLT CIRCLE „ BOLT CIR OPENING W /COVER FOUNDATION LOCATION FOUNDATION LOCATION n o CLE & S.S. SCREWS. 4 1 2 OF BOLT „ ABOVE 41 2 OF BOLT ABOVE 0 / WE 4 CONCRETE PAD FINISHED GRADE 4' CONCRETE PAD FINISHED GRADE GROUND LUG (INTERIOR PLAT STREETS) (HOQUTAM AVE. N.E.) { �, •- O O o (4) 1 BNC GALV. STEEL (4) 1" BNC GALV. STEEL INSIDE POLE Q ANCHOR BOLTS WITH 4 ANCHOR BOLTS WITH 4' 1 fi - NUTS AND WASHERS » NUTS AND WASHERS ' - .` LLJ 4 : ;�. c o '� STREET LIGHT (MODIFIED) •- -o STANDARD 25 FOOT DAVIT POLE STANDARD 30 FOOT DAVIT POLE � ALTERNATE STREET CROSS SECTION LIGHT BASE AND JUNCTION BOX LOCATIONS � C'i� ADOPTED ADOPTED .� .c � CITY OF RENTON CITY OF RENTON \ CITY O OF�RENTON Standard p lans Standard plans Standard plans 0 LST DATE: 10/30/96 LST DATE: 10/30/96 LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 PATE REVISION BY APPR DWG. NAME: JR -35 SP PAGE: J014 r A 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS a VERTICALLY. INSTALL ° IN DRY WEATHER 50 P �N OR ABOVE. 0 2„ NUMBERING EXAMPLES os o BRACKET CABLE 1 P 2 5 3 fi �r 4 7 FUSE KITS C 8 QUICK DISCONNECT LETTER LETTER 10 AMP IN LINE FUSE TO LUMINAIRE 2" BY 3/4" SUFFIXED PREFIXED KITS - S.E.C. OR EQUAL REDUCING WASHER CITY PUGET POWER TYPICAL DESIGN "B" q OWNED OWNED JUNCTION Box „ ` 1/4 MINIMUM SPLICE KITS GROUND LUG DRAIN HOLE �' ° u CLEAR EPDXY SPLICE CURB RECOMMENDED FOR APPROVAL " KITS ON ALL THRU 2 MIN. GROUT WIRE RUNS UNDER POLE TOP OF CONCRETE a. 4" CONCRETE BASE FOUNDATION TO � BY DATE PAD BE LEVEL WITH 3/4 ROMEX f9` TOP OF SIDEWALK CONNECTOR A` Li 5 9" OR CURB. MOUNTING —� -��, BY DATE 1�I1= = 1111111 { = WITH LOCKNUT HEIGHT F ' =1111 =III =III '° °• ^III : =111 =1 I - all 11= 1111 =1111 3 4„ 15 FEET 450 BY DATE 8 GREEN ;III = JIII 1111 =1 {I I / WdI m ROUND WIRE 1111= TRAFFIC GROUND SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT CLAMP , 1 �� 4 -2 BY DATE ARM AS REQUIRED " " 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM PLAN VIEW WIRES TO CONTACTOR CONCRETE SKIRT 5/8 „x8, FOUNDATION 3, S DECAL: �'� o� WA,� RELECTORI ZED „ , ' „ „ y COPPER -CLAD � OR DIA. � _ GROUND ROD FOR DOUBLE MAST ARM INSTALL 2ND CABLE GOTHIC GOLD 2 2� 2� -3 z o 0 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND BLACK ARE ON SAME CIRCUIT ��� fG s *t BACKGROUND �SS1ONAL. MAST ARM WIRING D 01,31,07 STREET LIGHT STANDARD TYPICAL LIGHTING UNDERGROUND SYSTEM STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM ADOPTED ADOPTED HERMAN TRAFFIC ENGINEERING •, � CITY OF RENTON ADOPTED CITY OF RENTON CITY OF RENTON ♦ ' + R + + � + 15324 Southeast 133rd Court, Renton, Washington 98059 Standard plans Standard plans Standard plans LST DATE: 12/96 LST DATE: 10/30/96 LST DATE: 12/96 425- 277 -1740 tel. 425 -277 -5718 fax hte @comcast.net O .2 IAP9RA DWG. NAME: JR -06 SP PAGE: J007 REV"ISION BY OWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 ,. t _C v o� 0 N O 0 z m °o m r W O O 4 I � H 25 30' 35' 40' CENTER OF OLE CENTER OF OLE Z J 1 23 3 " ' 33-3" T 0.188 0.188 0.219 0.219 O — 151 HANDHOLE. 4 "x6" OPENING " 151 HANDHOLE. 4"x6" OPENING 11-291 W /COVER AND S.S. SCREWS 8O.D. W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH GROUND UG BASE FLANGE ALLOY 356 -T6 WITH GROUND UG TAPERED ALUM. POLE 2' TO 4' STREET LIGHT CONDUIT STREET LIGHT CONDUIT BOLT COVERS & S.S. SCREWS -- 1 •_ BOLT COVERS & S.S. SCREWS I 'T' WALL ALLOY 6063 -T6 OVERHANG TRENCH DEPTH 24 TRENCH DEPTH 24 6 1 -6 SATIN GROUND FINISH , » -•wI I-- 11 -1/4" SQ. It -.� I--- 11 -1/4" SQ. HANDHOLE 4 "x 6 " H TYPICAL STREET LIGHT TYPICAL STREET LIGHT 11 TO 12 DIA. 11 TO 12 DIA. SL a° BOLT CIRCLE „ BOLT CIR OPENING W /COVER FOUNDATION LOCATION FOUNDATION LOCATION n o CLE & S.S. SCREWS. 4 1 2 OF BOLT „ ABOVE 41 2 OF BOLT ABOVE 0 / WE 4 CONCRETE PAD FINISHED GRADE 4' CONCRETE PAD FINISHED GRADE GROUND LUG (INTERIOR PLAT STREETS) (HOQUTAM AVE. N.E.) { �, •- O O o (4) 1 BNC GALV. STEEL (4) 1" BNC GALV. STEEL INSIDE POLE Q ANCHOR BOLTS WITH 4 ANCHOR BOLTS WITH 4' 1 fi - NUTS AND WASHERS » NUTS AND WASHERS ' - .` LLJ 4 : ;�. c o '� STREET LIGHT (MODIFIED) •- -o STANDARD 25 FOOT DAVIT POLE STANDARD 30 FOOT DAVIT POLE � ALTERNATE STREET CROSS SECTION LIGHT BASE AND JUNCTION BOX LOCATIONS � C'i� ADOPTED ADOPTED .� .c � CITY OF RENTON CITY OF RENTON \ CITY O OF�RENTON Standard p lans Standard plans Standard plans 0 LST DATE: 10/30/96 LST DATE: 10/30/96 LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 PATE REVISION BY APPR DWG. NAME: JR -35 SP PAGE: J014 r A 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS a VERTICALLY. INSTALL ° IN DRY WEATHER 50 P �N OR ABOVE. 0 2„ NUMBERING EXAMPLES os o BRACKET CABLE 1 P 2 5 3 fi �r 4 7 FUSE KITS C 8 QUICK DISCONNECT LETTER LETTER 10 AMP IN LINE FUSE TO LUMINAIRE 2" BY 3/4" SUFFIXED PREFIXED KITS - S.E.C. OR EQUAL REDUCING WASHER CITY PUGET POWER TYPICAL DESIGN "B" q OWNED OWNED JUNCTION Box „ ` 1/4 MINIMUM SPLICE KITS GROUND LUG DRAIN HOLE �' ° u CLEAR EPDXY SPLICE CURB RECOMMENDED FOR APPROVAL " KITS ON ALL THRU 2 MIN. GROUT WIRE RUNS UNDER POLE TOP OF CONCRETE a. 4" CONCRETE BASE FOUNDATION TO � BY DATE PAD BE LEVEL WITH 3/4 ROMEX f9` TOP OF SIDEWALK CONNECTOR A` Li 5 9" OR CURB. MOUNTING —� -��, BY DATE 1�I1= = 1111111 { = WITH LOCKNUT HEIGHT F ' =1111 =III =III '° °• ^III : =111 =1 I - all 11= 1111 =1111 3 4„ 15 FEET 450 BY DATE 8 GREEN ;III = JIII 1111 =1 {I I / WdI m ROUND WIRE 1111= TRAFFIC GROUND SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT CLAMP , 1 �� 4 -2 BY DATE ARM AS REQUIRED " " 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM PLAN VIEW WIRES TO CONTACTOR CONCRETE SKIRT 5/8 „x8, FOUNDATION 3, S DECAL: �'� o� WA,� RELECTORI ZED „ , ' „ „ y COPPER -CLAD � OR DIA. � _ GROUND ROD FOR DOUBLE MAST ARM INSTALL 2ND CABLE GOTHIC GOLD 2 2� 2� -3 z o 0 BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND BLACK ARE ON SAME CIRCUIT ��� fG s *t BACKGROUND �SS1ONAL. MAST ARM WIRING D 01,31,07 STREET LIGHT STANDARD TYPICAL LIGHTING UNDERGROUND SYSTEM STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM ADOPTED ADOPTED HERMAN TRAFFIC ENGINEERING •, � CITY OF RENTON ADOPTED CITY OF RENTON CITY OF RENTON ♦ ' + R + + � + 15324 Southeast 133rd Court, Renton, Washington 98059 Standard plans Standard plans Standard plans LST DATE: 12/96 LST DATE: 10/30/96 LST DATE: 12/96 425- 277 -1740 tel. 425 -277 -5718 fax hte @comcast.net O .2 IAP9RA DWG. NAME: JR -06 SP PAGE: J007 REV"ISION BY OWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 ,. t _C v o� 0 N O 0 z m °o m r W O O 4 I Mel `il N �a 1# J M H a J Q w p 3 w z Y O o a o Z z J O J 2 �.N J 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 27 112" 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 M a° BOX TYPE v �-6--j LL in � C: 00 y 4 �-- 22" 22" 33" B �w a U []:� 17" 22 1"2" Cn o c =6 L Box Inside Length =� Q) co 19" 28" D HIV C .0 I C Cn p� 17" to a. G G �.N J 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 27 112" 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 M ARK ITEM BOX TYPE TYPE 1 TYPE 2 ALTERNATE A ALTERNATE B A Box Outside length 22" 22" 33" B Box Outside Width 17" 17" 22 1"2" C Box Inside Length 18" 19" 28" D jBox Inside Width 13" 14" 17" E Lid Length 18 18" 26 112 F ILid Width 13" 13" 17" G Box De th 12" 12" 12" H ILid & Frame Depth 5/16"___. 5 16" 5 16" J Wall Thickness Min. 1 1 2" 1 1/2 09 1 1/2" K Wire Reinforcement W- 3 W- 2.5 W- 2.5 L Legend I See Detail See Detail See Detail • • • ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Support 1 8'Min. Thick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel GALVANIZED STEEL LEGEND DETAIL (Mark L)i� —" SIGNALS LIGHTING TS- LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND LTForm Letters with 1/8" Weld ' Bead. Grind off DiamondI� Me,, Pattern before forming —'1 letters. ILLUMINATION SYSTEM LEGEND DATE _ _ REVISION I BY IAPPR r� r W 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLA11ON DETAILS Ud M TYPE T BOX 0 TYPE 'II' BOX 1.1910114. 1%" HOOK DETAIL FLAN SYMBOLS (: MOWN OW Ud) JUNCTION BOX DETAILS ADOPTED CITY OF RENTON Standard plans LST DATE: 11/89 DWG. NAME: JR -36 SP PAGE: JO16 DATE rnnvv rii i WYE SPLICE SPLICE KIT X W i� 0 p u .� O d DIAMETER = 7/8" 0 m 4-7/8 LOAD LINE 1/4 FUSE 1/4 qFri TTING RINGS z 0 FUSE KIT W O Z 4 FUSE KIT & SPLICE KIT DETAILS Y ADOPTED CITY OF RENTON Standard plans LST DATE: 1 1 /5/96 DWG. NAME: JR -12 SP PAGE: JO 13 LIGHTING STANDARD & JUNCTION BOX 7' 0 ov 0 ov oov o bo o p ov o 0 o dpD a ov 4 0 o v w � AV 4° Q 64 evd n 0 0 ° c� o PLAN VIEW b° aDo�° 0 b = a eo 3' O 0 4 a b A A ° 0 � po o � o 0 Do e � ep e e 0 pd o v �v D 0 D STREET LIGHT POLE VJUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX el 4" DEEP A ° ° �e °4 NOTE: CLASS 'B' CONCRETE Z p TO BE USED IN A o i b4ti CONSTRUCTION OF PAD 4 0>00< 0 0 J d o 10 p oe a ° Do v D 1 CONCRETE PAD DETAILS 1' PLAN VIEW REVISION ADOPTED CITY OF RENTON Standard plans LST DATE: 10/30/96 PPR'bl DWG. NAME: JR -07 SP PAGE: J008 DA 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 BOLTS CONDUIT ENTR, AREA V a q o o v 4 • CU CUUT ° n o a a � q D SIZE TO r•SIZE TO FLAN VIEW FIT CABINET FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION STREET LIGHT CONTACTOR CABINET AND CABINET FOUNDATION ADOPTED CITY OF RENTON (iio Standard plans WT DATE: 12/96 DWG. NAME: JR -09 SP PAGE: J010 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3r-011 MIN. 0 4" ° _° FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD I---- 3' — 0"--- ---- -1 4 >• • . &a I. o. O FRONT VIEW 18 -30-010 owl 01601501 00 0, 0 SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD 4�� • . •• 0. 6. O.O ► O• . 9 1 6 1 0 • T FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS ADOPTED CITY OF RENTON Standard plans LST DATE: 10/30/96 REVISION I BY IA PPR DWG. NAME: JR -36A SP PAGE: J015 RECORD DOCUMENT BY DATE . ROLL 2 QA� FR 4z7w1 T 330003 ►% wish, r /\ 2 30730 0 4; RfCISTEaF' SS/ 4; LNG\ EXPIRES 01 /31/07 0 HERMAN TRAFFIC ENGINEERING HIE 15324 Southeast 133rd Court, Renton, Washington 98059 425-277 -1740 tel. 425- 277 -5718 fax hte @corncast.net C 7:) 3 YCOa3 11008' N x 0 � 1 w`v �0 0 o w o m � W O OD C4 J Q- w C:) 0 0 Z 0 X: E cn N cri "left cn cL 0 ;b ob 2� C) 6 9 1 1 b vi P 1 1 111111m. LLJ CD 'ale z 0 (A w E 4 I B.M.I. EURTN L— I -VV [oil] 10.50 --CI 4.00 8.)0 1 1.00 1 r0 r( TYP 2.00 6.00---1 0.75x1.25 TYP TYP 16.00 c( ( 0 ? 1-13-00— 4. 0 1- 1 CITY OF RENTON 16.00 SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING 18 PLCS PANEL 50, C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C, H. 1P 50 AMP BREAKER (BAB1050) 53. C. H. 1P 20 AMP BREAKER (BAB1020) 54. C. H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS-24-TB) 56, HUBBELL SWITCH (CS1201-I) 57. GFCI, RECEPTACLE 20 AMP (LEVIT❑N 6898-1) 58. SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) 61, SOUTHCO DOOR S,S, HINGE (F6-3-1) ,13 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK 'vBESTA(5L7RL2-626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1A'70.25** CASKET JOB NAME1 CITY OF RENTON — DISTRIBUTION: CONTRACTOR; PURCHASE ORDER: MATERIAL: .125 5052-1-132 ALUM COATING TYPE: DRAWN BY, MEKKI AL-AZADI HARDWARE: QUANTITY: FINISH: MILL COLOR: DATE: OCT 24, 20021_ PAGE: CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER qBROWNFIELD MANUFACTURING, INC. 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. SCALE = NONE DRAWING NO., ALL DIMENSIONS WORKING DRAWINGS BUILD ARE IN DECIMAL TO THESE I OF: INCHES I SPECIFICATIONS B.M.I. EURTN METER BASE MAIN 20A LIGHTING A 20A LIGHTING B 20A LIGHTING C TO PHOTO CELL 15A TEST SWITCH 50A -r,\— SIGNAL 20A LIGHTING D 20A G F C GROUND BAR o 0 0 6 0 0 0 0 0 CITY OF RENTON ELECTRICAL SERVICE CABINET CITY OF RENTON SUBMITTAL L- 0 ,BREAKER SCHEDULE C) LL- 50, 00 E LOCATION DRAWING C.H. 2P 20 AMP BREAKER(BAB2020) CURCUIT DESCRIPTION VOLTA"PS L.LJ CL CONNECTION A 8 c BREAKER c: E CURCU17 DESCRIPTION A E cn N cri "left cn cL 0 ;b ob 2� C) 6 9 1 1 b vi P 1 1 111111m. LLJ CD 'ale z 0 (A w E 4 I B.M.I. EURTN L— I -VV [oil] 10.50 --CI 4.00 8.)0 1 1.00 1 r0 r( TYP 2.00 6.00---1 0.75x1.25 TYP TYP 16.00 c( ( 0 ? 1-13-00— 4. 0 1- 1 CITY OF RENTON 16.00 SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING 18 PLCS PANEL 50, C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C, H. 1P 50 AMP BREAKER (BAB1050) 53. C. H. 1P 20 AMP BREAKER (BAB1020) 54. C. H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS-24-TB) 56, HUBBELL SWITCH (CS1201-I) 57. GFCI, RECEPTACLE 20 AMP (LEVIT❑N 6898-1) 58. SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) 61, SOUTHCO DOOR S,S, HINGE (F6-3-1) ,13 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK 'vBESTA(5L7RL2-626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1A'70.25** CASKET JOB NAME1 CITY OF RENTON — DISTRIBUTION: CONTRACTOR; PURCHASE ORDER: MATERIAL: .125 5052-1-132 ALUM COATING TYPE: DRAWN BY, MEKKI AL-AZADI HARDWARE: QUANTITY: FINISH: MILL COLOR: DATE: OCT 24, 20021_ PAGE: CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER qBROWNFIELD MANUFACTURING, INC. 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. SCALE = NONE DRAWING NO., ALL DIMENSIONS WORKING DRAWINGS BUILD ARE IN DECIMAL TO THESE I OF: INCHES I SPECIFICATIONS B.M.I. EURTN METER BASE MAIN 20A LIGHTING A 20A LIGHTING B 20A LIGHTING C TO PHOTO CELL 15A TEST SWITCH 50A -r,\— SIGNAL 20A LIGHTING D 20A G F C GROUND BAR o 0 0 6 0 0 0 0 0 CITY OF RENTON ELECTRICAL SERVICE CABINET CITY OF RENTON SUBMITTAL NOTES: ,BREAKER SCHEDULE 225 AMP COPPER BUSSING 18 PLC PANNEL 50, SERVICE VOLTAGE, 120-240 BUS RATING, 95LAMP MCL)NTING, BUS CONNECTION 2 P 3 W CONTRACTOR IS RESPONSIBLE LOCATION DRAWING C.H. 2P 20 AMP BREAKER(BAB2020) CURCUIT DESCRIPTION VOLTA"PS BREAKER CKT, NO, CONNECTION A 8 CKTI NO. BREAKER VOLTAWS A CURCU17 DESCRIPTION A B AMP POLE AMP POLE LIGHTING A 1920 20 57. 1 R2 2 15 1 1 1440 PUGET SOUND ENERGY 1 LIGHTING CONTROL (9810DPA32VO2UI) 1920 20 2 3 4 4 50 1 STAINLESS STEEL HANDLE 48M SIGNAL LIGHTING B 1920 20 2 1 5 6 6 20 1 1920 1 --- RECf—PTICAL 1920 2 17, 20 9 1920 LIGHTING D LIGHTING C 1920 20 2 9 10 20 2 1920 1920 20 2 11 12 TOTAL 5760 5760 T-- 1 1 5280 1 67207 BUS A 11040 BUS B 12480 TOTAL LOAD 23520 COMMENTS VA VA VA MAIN BREAKERi 100 AMP LOCATION TOP FEED FEEDER SIZE, SOURCE, LINE AMPS, 100 AMP PHASING SINGLE KVA DEMAND, NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50, C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 51, C.H. 2P 20 AMP BREAKER(BAB2020) TO VERIFY METER 52, C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 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-I) 57. GFCI. RECEPTACLE 20 AMP (LFVITON 6898-1) APPROVED BY: 58, SQUARE D LIGHTING CONTACTOR PUGET SOUND ENERGY 1 (9810DPA32VO2UI) TACOMA POWER 61, SOUTHC❑ DOOR S,S, HINGE (F6-3-1) 1 64. STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK 'BEST" (5L7RL2-626) 66. SQUARE D TERMINAL BLOCK 67, 70, SQUARE D END CAP 1OX,25• CASKET ROWNFIELD RECORD DOCUMENT BY DATE ROLE 9 4 7.12 MATERIAL; COATING TYPE: DRAWN BY: MEKKI AL-AZADI HARDWARE: QUANTITY: FINISH: COLOR: DATE: OCT 24, 200 PACE: OF: MANUFACTURING, INC_ 1820 BICKFORD AVE:. SNOHOMISH WA (360)568 -0572 Fax 360561-5-0577 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. SCALE = NONE --DRAWING NO., ALL DIMENSIONS WORKING DRAWINGS BUILD ARE IN DECIMAL TO THESE INCHES SPECIFICATIONS 1490r33000 AV HIE HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte@comcast.net a CZ, -7-- 33 6 v 0 cn 3 1 4 4 M; a w v o m!T 0 Ox : m 0 Ij C-4 � J 12 W LLI� Z 0 Y Q O Z O M Gi J Z J O �o .2 oS OO 3E a Ld a a U n, \� v �> m k \� N o � CCD �o 0 o y II z�yyy INNI z 0 2 � Ilo LEGEND POLE ID NO. STREET TYPE M -C -III H.P.S. LUMINAiRE, ARM �( AND ALUMINUM DAVIT STYLE POLE DISTRIBUTION LIGHT BASE AND JUNCTION BOX (TYPE 1 SHOWN) ® WITH CONCRETE PAD ® ELECTRICAL SERVICE CABINET - - - - PVC CONDUIT (SEE WIRING SCHEDULE) B TYPE 1 JUNCTION BOX WITH CONCRETE PAD M -C -III TYPE 2 JUNCTION BOX WITH CONCRETE PAD S.E. 1/4, SEC. 10, TWP. 23 N., RGE. 5 E., W.M. ' 42+37.56 (ROAD "B ") 25 +52.52 (ROAD °C "} N.E. 6TH ST. - q =, ( 7 3oX SH 3 , i �I `k1E4LE i WIRE NOTE 0 20 40 60 6 _ - -_ ( ) CONSTRUCTION NOTE L i I tj "---!! 1 11j ` ice- - - - -- -- - GENERAL NOTES (i -- - - - - 2v a mg E Q30 +00 (ROAD s "B ") i , -23 +3Q 45 .(f3QA_D_ . C) __ - �^ 3 Pow[-R Porgy I '4 i I1 ( i n.`; 49 ' 5N1Frpp rHe l;.n J ' 45 ' 1 I i 37.75 (HOOUTA TvPC- 1 Ju u �7 i oh) $ox 1 .: 1. IF SIDEWALK IS NOT INSTALLED ADJACENT TO POLE NO. 2 AS PART OF THIS PROJECT, THE FOUNDATION AND PAD FOR POLE NO. 2 SHALL BE WSTAI LED TO MATCH THE FUTURE SIDEWALK ELEVATION. - 3 { b L. IJ �h z Q ,I{ Ai s cA AI ' CONSTRUCTION NOTES -) I '' -------------- , :k . r . i r Z I j OINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT HOQUTAM, STA. 46 +02, 23' RT. II I - ! LABEL CABINET AS #0103_ - - -' ' - -- - -- - �: -- ... - -- -- -- -- - 3- - 112 15 a - - -- O2 ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO RELOCATED UTILITY POLE (LOCATION - -_ - -_ 10' SHOWN APPROXIMATE ONLY)- COORDINATE WITH PUGET SOUND ENERGY FOR SERVICE CONNECTION. Slvewauc II cy - w i 2 tl I �� n.3 CONrIwu 4 �I - -__ 5 I = POLE SCHEDULE t -'' T=- - - - - -- -� I ,, 'I POLE NO. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 4050C HOQUTAM 45 +79 22.5' RT. 150 M -C -III 30' 8' A 2 4052C HOQUTAM 47 +78 225' RT_ 150 M -C -III 30' 8' A 3 4054C HOQUTAM 49 +3's6 22.5' RT. 150 M -C -Ili 30' 8' A 4 4056C HOQUTAM 51 +04.6 22 -5' RT- 150 M -C -III 30' 8' A 5 40588 6TH ST. 21 +4.8 -5 22.5' LT. 100 M -C -III 25' 8' B 6 4060B 6TH ST_ 22 +86 22.5' LT. 100 M -C -III 25' 8' B` 7 4062B 6TH ST. 24 +41 22.5' LT. 100 M -C -III 25' 8' B 8 40648 6TH ST- 26 +03 22.5' LT. 100 M -C -III 25' 8' B 9 4066B GRAHAM 30 +80 22.5' RT_ 100 M -C -III 25' 8' B 10 4068B GRAHAM 32 +37 22.5' RT. 100 M C -III 25' 8' B 11 4070B GRAHAM 33 +96 22.5' RT. 100 M -C -III 25 8' B 12 40728 5TH ST- 35 +59 22.5' LT. 100 M -C -III 25' 8' B 13 4074B 5TH ST. 36 +96 22.5' LT. 100 M -C -III 25' 8' B 14 4069B FIELD PL. 38 +36 22.5' RT. 100 M -C -III 25' 8' B 15 40718 F FIELD PL 40 +01 22.5 ' RT 10 0 M C -111 25' 8' B 16 4073B FIELD PL. 41 +51 22.5' RT. 100 M -C -111 25' 8' B 17 4076B 5TH PL. 12 +83 22.5' LT. 100 M -C -III 25' 8' B 18 4078B 5TH PL. 11 +43 22.5' LT. 100 M -C -III 25' 8' B ,Lu I ___________. _ _ ____ - _ II ____ _ I 11. - - -- -� -- - II ._ *. -"-` -- I .I . .:.__ ! I : ..T 1 -. - _ _ _I l`-0 +00 ROAD .A..� -_. J __' L--- `---:!I_ ..:- '-I ?-L- -I- GRAYEt ROHO I 3 :I ( UTA 1 92.17 (HO 1 _ a 13 +33.20 (ROAD A ....._ :_ 6 >r 33 +31.56 (ROAD '---- - - - - -- - -- �_ f -_ I 18 { . �. - II,I - - - r L - - -- -- - r�. 3 -_ 2 11 i lr 5THT f Ii fr 4 3 L I11 � r 3 i i i3 f 41 4 1 - ---- - - - - -- - ------------ -- - ! I 39 2 f! 1 - -- -- -- _ I 1 - -'- ,� . I � v i - -- - - - - -- i - - - - J i t g I f 't i Lti � 4 Y i �`r I �' - i t n� r'.T- 1 2.: 1 4 : : j c i 1% NCCt S� V. T. ! I p I T 1 f j� I ---- :I r - - -- - - -- o ^r W :1 GAS .`NE F 3 T £----- r - AC - 9 WIRING SCHEDULE `L i - - - - --- - - - - - - -- - -- -- , #; RUN NO. CONDUIT CONDUCTORS REMARKS 1 1.5" PVC (SCHEDULE 40) 4 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL A3:T- 3300c)5 W44321AI7 33oa.o/ " gcx► rgtD R' Y, 0 12006 2 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL 3 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN 4 1.5" PVC (SCHEDULE 80) 2 - #8, 1 - #8 GREEN 5 1 2" PVC (SCHEDULE 40) 3 - #2 SERVICE ENTRANCE y I I I !_---- _,� ti 3 ' 3 , � i 35 a k r1 p . - -- - 3 f I, I% y I L. 32 - - - -- �-H L - - l - -- - - - - - - -- -- : 1 �pRTly OF wASHF� RECD MENDED FOR APPROVAL EX.� 150 WATT LUMINAIRE HCC ✓r ���,��p,,„ AT 30' M.H. TO REMAIN J!! C HERMAN TRAFFIC ENGINEERING Z BY DATE ( #26o,1c) F = /�� RECORD DOCUMENT P�F Rf°ISTERF'� �� BY /1 /.OG DATB y -� ,, (.. i 15324 Southeast 133rd Court, Renton, Washington 98059 sSI�"A`ENG 3-t8 -off . DATE BY C / , ,1 - DATE � 425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net E-RES 01/31/07 fl :'T' �7 U- - A3:T- 3300c)5 W44321AI7 33oa.o/ " gcx► rgtD R' Y, 0 12006 O O M M¢ a a 1 ,y�� 0 0 a e 1 � w W O O x /�� �: �� M w 1 3 ° o °a CD g f1 F- (n W Ld Y O O a M Z O 2 r� J J Q i- W Z O Q c_Z G J _j 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 289 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 on H -20 Load Test. A JUNCTION BOX DIMENSION TABLE c ITEM BOX TYPE TYPE 1 ALTERNATE A ALTLTBNTE D TYPE 2 A Box Outside len th 22" 22' I 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' 126 1/2- F Lid Width 13" 13" 17" G Box Depth 12° 12" 12° H Lid &Frame De th 5 T6° 5/16" 5 16' J W II Thick M' 1 1 2" ° STREET LIGHT POLE JUNCTION BOX v - 1 I I E Lin PLAN VEW' LIGHTING STANDARD & JUNCTION BOX �7A_ SI DE VIEW o v u v v` 0° DEEP O DO° d °o a ness n. 1 1/2- 1 1 2 K Wire Reinforcement W -3 W -2 -5 W -2.5 Oo vro L Le end See Detal See Detal gee Cetal po e d d d vo f]F.VADON YEW ITEM MATERIALS 000 TYPICAL JUNCTION BOX "C" Box 6000 P9 concrete See Notes •Frame Diamond Plate Steel - A786 r r ° °d CONCRETE PAD • Lid Support i in "kk Sted G L or L - A36 -I� • Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate 6Pw�AD INDIVIDUAL JUNCTION B 0 X 4„ ± I-- -ti . 0 �� I- 0° -I o Reinforcement ASTM A -82 Steel *GALVANIZED STEEL m o v ° 0 D ° o v a PON Box wruTlON DU.S ° 7 LL- o°4 O o- � NOTE: CLASS 'B' CONCRETE FRONT VIEW SIDE VIEW LEGEND DETAIL (M °* L z D TO BE USED IN } z - SIGNALS T 17 TYPE Tr Box ° o i De0 CONSTRUCTION OF PAD LIGHTING i `- �°"^4ia9 J as TS -LT Naas2EM PANsvueos 4 00 TYPICAL CONCRETE PAD DETAILS rno TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND °"°`°"'"' o o c JUNCTION BOX DETAILS o P ° Dv o ° o < 1' CONCRETE PAD DETAILS E ADOPTED OD mN. L TA Y ADOPTED 1' Y ADOPTED v Y CITY ADOPTED Form C Form Letters with 1/B° Weld CITY OF RENTON CITY OF RENTON . ` E a, Bead. Grad off Di,m °ad „�� * s * PLAN VIEW * • v �9 o rn Pattern before f °mla9 � letters. Standar d plans Standard plans Standard plans _ ILLUMINAmoN SYSTEM LEGEND LST DATE: 11/89 • LST DATE: -1.0/30/96 T LST DATE: 10/30/96 DATE REVISION I BY PPR' DWG. NAME: JR -36 SP PAGE: JO DATE : REVISION BY APPR D DWG NAME: JR 07 SP: PAGE: J008 .DATE REVISION eY APPR'D DWG. NAME: JR -36A SP PAGE: JO 15 r EPDXY FILL EPDXY FILL g GENERAL NOTES o z� INLINE SPLICE 1. CABINET BOTTOM OPEN 2" MOUNTING FLANGE {TURNED INWARD) ON ALL SIDES WYE SPLICE 3. 4- 1 %4"XTRIANGULARIZ HAPED CORN R,_ 0 K- DOWSNAPLATES HERS ANCHOR BOLTS SPLICE KIT - am m am o 5 g _ A-1 1:D1VIC1r.AI \/AKIT7E-n TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0" MIN. �rl'-6- 1, 6" D1 4„ FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD _ i 3' -0" I-- 3' -0 "�I 4" FRONT VIEW SIDE VIEW T 0 ov o ov °OV o _ H 4 o v0 D O 0 v ov oD Y. ADOPTED .e CITY OF RENTON dv o ° O Q FIT CABINET FIT CABINET PLAN VIEW O o vD° 15324 Southeast 133rd Court, Renton, Washington 98059 1/8, p - ° 1/8" CUTTING RINGS CABINET FOUNDATION standard Plane IST DATE: 12/96 N O o 4 D ,. 3- DATE Q' -30-07 owlBes:onl/oY 425- 277 -1740 tel. 425-277-5718 fax hte @comcast -net -- 0 oDO D4 d AD e D 0u IF- pv ° STREET LIGHT POLE JUNCTION BOX �7A_ SI DE VIEW o v u v v` 0° DEEP O DO° d °o a ness n. 1 1/2- 1 1 2 K Wire Reinforcement W -3 W -2 -5 W -2.5 Oo vro L Le end See Detal See Detal gee Cetal po e d d d vo f]F.VADON YEW ITEM MATERIALS 000 TYPICAL JUNCTION BOX "C" Box 6000 P9 concrete See Notes •Frame Diamond Plate Steel - A786 r r ° °d CONCRETE PAD • Lid Support i in "kk Sted G L or L - A36 -I� • Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate 6Pw�AD INDIVIDUAL JUNCTION B 0 X 4„ ± I-- -ti . 0 �� I- 0° -I o Reinforcement ASTM A -82 Steel *GALVANIZED STEEL m o v ° 0 D ° o v a PON Box wruTlON DU.S ° 7 LL- o°4 O o- � NOTE: CLASS 'B' CONCRETE FRONT VIEW SIDE VIEW LEGEND DETAIL (M °* L z D TO BE USED IN } z - SIGNALS T 17 TYPE Tr Box ° o i De0 CONSTRUCTION OF PAD LIGHTING i `- �°"^4ia9 J as TS -LT Naas2EM PANsvueos 4 00 TYPICAL CONCRETE PAD DETAILS rno TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND °"°`°"'"' o o c JUNCTION BOX DETAILS o P ° Dv o ° o < 1' CONCRETE PAD DETAILS E ADOPTED OD mN. L TA Y ADOPTED 1' Y ADOPTED v Y CITY ADOPTED Form C Form Letters with 1/B° Weld CITY OF RENTON CITY OF RENTON . ` E a, Bead. Grad off Di,m °ad „�� * s * PLAN VIEW * • v �9 o rn Pattern before f °mla9 � letters. Standar d plans Standard plans Standard plans _ ILLUMINAmoN SYSTEM LEGEND LST DATE: 11/89 • LST DATE: -1.0/30/96 T LST DATE: 10/30/96 DATE REVISION I BY PPR' DWG. NAME: JR -36 SP PAGE: JO DATE : REVISION BY APPR D DWG NAME: JR 07 SP: PAGE: J008 .DATE REVISION eY APPR'D DWG. NAME: JR -36A SP PAGE: JO 15 r EPDXY FILL EPDXY FILL g GENERAL NOTES o z� INLINE SPLICE 1. CABINET BOTTOM OPEN 2" MOUNTING FLANGE {TURNED INWARD) ON ALL SIDES WYE SPLICE 3. 4- 1 %4"XTRIANGULARIZ HAPED CORN R,_ 0 K- DOWSNAPLATES HERS ANCHOR BOLTS SPLICE KIT - am m am o 5 g _ A-1 1:D1VIC1r.AI \/AKIT7E-n TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3' -0" MIN. �rl'-6- 1, 6" D1 4„ FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD _ i 3' -0" I-- 3' -0 "�I 4" FRONT VIEW SIDE VIEW z - w FUSE KIT RECOMMENDED FOR APPROVAL BY DATE pRTlly STREET LIGHT CONTACTOR CABINET BY DATE (�F;wASy,NS' FUSE KIT & SPLICE KIT DETAILS AND CABINET. FOUNDATION ANCHOR BOLTS CONDUIT ENTR. DIAMETER = 7/8" AREA G;L v o _ H 4- 7 /g "--I L PLAN VIEW Y. ADOPTED .e CITY OF RENTON ADOPTEIL: CITY OF RENTON ' =�` ' SIZE T❑ SIZE TO - _ LOAD LINE FIT CABINET FIT CABINET - 1�4" FUSE 1/4" FRONT VIEW SIDE VIEW 15324 Southeast 133rd Court, Renton, Washington 98059 1/8, p - ° 1/8" CUTTING RINGS CABINET FOUNDATION standard Plane IST DATE: 12/96 N z - w FUSE KIT RECOMMENDED FOR APPROVAL BY DATE pRTlly STREET LIGHT CONTACTOR CABINET BY DATE (�F;wASy,NS' FUSE KIT & SPLICE KIT DETAILS AND CABINET. FOUNDATION BY DATE z H E HERMAN TRAFFIC ENGINEERING Y. ADOPTED .e CITY OF RENTON ADOPTEIL: CITY OF RENTON ' =�` ' ? 0 C30 fsS,onALeNa` - RECORD DOCUMENT 15324 Southeast 133rd Court, Renton, Washington 98059 Standard plays LST DATE: 11/5/96 i standard Plane IST DATE: 12/96 N nn !!• BY K�U/�. ,. 3- DATE Q' -30-07 owlBes:onl/oY 425- 277 -1740 tel. 425-277-5718 fax hte @comcast -net -- DWG- NAME: JR -12 SP PAGE: JO 13 DWG. NAME: JR -09 SP PAGE: JO10 A'b:T- 330001 a�,ix ca , r 3A 3 awlvM ' 01 YOGA` :. v - m s N t I Iz B.M.I. EURTN I CITY OF RENTON SUBMITTAL d I 0 0 �pp �09 p K• /1 ' ®� Imo'' GpGp IE © I 21.00 16.00 10.50�I 4. 0. 8.00 .1.00 1 O TYP 2.00 6.00 0.75x1.25 TYP TYP 16 00 L-13.00J QQ 4.00 NOTES: 49, 225 AMP COPPER BUSSING 18 PLCS PANEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C.H, 1P 50 AMP BREAKER (BAB1050) 53, C.H, 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER '(BAB1015) 55. MILBANK_METER ENCLOSURE (MS-24-TB) 56. HUBBELL SWITCH (CS1201 -I) 57, GFCL RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I) 58, SQUARE D LIGHTING CONTACTOR (9810DPA32V❑2UD 61, S❑UTHCO DOOR S S, HINGE (F6-3-1) 710 13 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (5L7RL2 626) 66, SQUARE D <TERM1NAL BLOCK 67, SQUARE D END CAP 70, I "X.25° GASKET CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS'EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY -. TACOMA POWER JOB NAME: CITY OF RENTON - RO;WNFIELD DISTRIBUTION: MANUFACTURING, INC. CONTRACTOR: 1820 BICKFORD'AVE SNOHOMISH WA PURCHASE, ORDER- - (kO)568 0572 Fa (360)568-0577 MATERIAL, .125 5052-H32 ALUM. THIS DRAWING IS THE(PROPERTY OF,BROWNFIELO COATING TYPE: MANUFACTURING „INC. AND IT'S SUBMISSION DOES. NOT GRANT 7HE RIGHT TO -MAKE USE, OR SELL WHAT: IS DRAWN BY- MEKKL AL AZADI REPRESENTED HERE-IN WITHOUT THE PRIOR WRITTEN .HARDWARE: QUANTITY: CONSENT OF BROWNFIELD MANUFACTURING INC. FINISH: MILL SCALE := NDNE . DRAWING NO.: COLOR: ALL DIMENSIONS VORKING BRAWINGS BUILD ARE IN,IIECIMAL -TO. THESE DATE: OCT 24, 20021 PAGE:... OF: .INCHES SPECIFICATIONS B.M.I. EURTN CITY OF RENTON SUBMITTAL METER BASE TO PHOTO CELL .� or�oiaalr ca; 7 ,3 u In 0 12006 r. r � F-- J M Q I (n W W p o o ;_ Z W Y O 0 m 0 f Lj =a- a 0 Z o' m g i ZD 0 J 2 t I Iz B.M.I. EURTN I CITY OF RENTON SUBMITTAL d I 0 0 �pp �09 p K• /1 ' ®� Imo'' GpGp IE © I 21.00 16.00 10.50�I 4. 0. 8.00 .1.00 1 O TYP 2.00 6.00 0.75x1.25 TYP TYP 16 00 L-13.00J QQ 4.00 NOTES: 49, 225 AMP COPPER BUSSING 18 PLCS PANEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C.H, 1P 50 AMP BREAKER (BAB1050) 53, C.H, 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER '(BAB1015) 55. MILBANK_METER ENCLOSURE (MS-24-TB) 56. HUBBELL SWITCH (CS1201 -I) 57, GFCL RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I) 58, SQUARE D LIGHTING CONTACTOR (9810DPA32V❑2UD 61, S❑UTHCO DOOR S S, HINGE (F6-3-1) 710 13 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (5L7RL2 626) 66, SQUARE D <TERM1NAL BLOCK 67, SQUARE D END CAP 70, I "X.25° GASKET CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS'EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY -. TACOMA POWER JOB NAME: CITY OF RENTON - RO;WNFIELD DISTRIBUTION: MANUFACTURING, INC. CONTRACTOR: 1820 BICKFORD'AVE SNOHOMISH WA PURCHASE, ORDER- - (kO)568 0572 Fa (360)568-0577 MATERIAL, .125 5052-H32 ALUM. THIS DRAWING IS THE(PROPERTY OF,BROWNFIELO COATING TYPE: MANUFACTURING „INC. AND IT'S SUBMISSION DOES. NOT GRANT 7HE RIGHT TO -MAKE USE, OR SELL WHAT: IS DRAWN BY- MEKKL AL AZADI REPRESENTED HERE-IN WITHOUT THE PRIOR WRITTEN .HARDWARE: QUANTITY: CONSENT OF BROWNFIELD MANUFACTURING INC. FINISH: MILL SCALE := NDNE . DRAWING NO.: COLOR: ALL DIMENSIONS VORKING BRAWINGS BUILD ARE IN,IIECIMAL -TO. THESE DATE: OCT 24, 20021 PAGE:... OF: .INCHES SPECIFICATIONS B.M.I. EURTN CITY OF RENTON SUBMITTAL METER BASE TO PHOTO CELL .� or�oiaalr ca; 7 ,3 u In 0 12006 r. r � M I G m a ob o o ;_ PSI 3 � I— 3 0 m f Lj =a- a y .� Ury co o' �E O m sE k E �N y � 2 � p HOY 5 g 0! t I Iz B.M.I. EURTN I CITY OF RENTON SUBMITTAL d I 0 0 �pp �09 p K• /1 ' ®� Imo'' GpGp IE © I 21.00 16.00 10.50�I 4. 0. 8.00 .1.00 1 O TYP 2.00 6.00 0.75x1.25 TYP TYP 16 00 L-13.00J QQ 4.00 NOTES: 49, 225 AMP COPPER BUSSING 18 PLCS PANEL 50. C.H. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BAB2020) 52. C.H, 1P 50 AMP BREAKER (BAB1050) 53, C.H, 1P 20 AMP BREAKER (BAB1020) 54. C.H. 1P 15 AMP BREAKER '(BAB1015) 55. MILBANK_METER ENCLOSURE (MS-24-TB) 56. HUBBELL SWITCH (CS1201 -I) 57, GFCL RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I) 58, SQUARE D LIGHTING CONTACTOR (9810DPA32V❑2UD 61, S❑UTHCO DOOR S S, HINGE (F6-3-1) 710 13 64, STAINLESS STEEL HANDLE 65, DEAD BOLT LOCK "BEST" (5L7RL2 626) 66, SQUARE D <TERM1NAL BLOCK 67, SQUARE D END CAP 70, I "X.25° GASKET CONTRACTOR IS RESPONSIBLE TO VERIFY METER ARRANGEMENT MEETS'EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY -. TACOMA POWER JOB NAME: CITY OF RENTON - RO;WNFIELD DISTRIBUTION: MANUFACTURING, INC. CONTRACTOR: 1820 BICKFORD'AVE SNOHOMISH WA PURCHASE, ORDER- - (kO)568 0572 Fa (360)568-0577 MATERIAL, .125 5052-H32 ALUM. THIS DRAWING IS THE(PROPERTY OF,BROWNFIELO COATING TYPE: MANUFACTURING „INC. AND IT'S SUBMISSION DOES. NOT GRANT 7HE RIGHT TO -MAKE USE, OR SELL WHAT: IS DRAWN BY- MEKKL AL AZADI REPRESENTED HERE-IN WITHOUT THE PRIOR WRITTEN .HARDWARE: QUANTITY: CONSENT OF BROWNFIELD MANUFACTURING INC. FINISH: MILL SCALE := NDNE . DRAWING NO.: COLOR: ALL DIMENSIONS VORKING BRAWINGS BUILD ARE IN,IIECIMAL -TO. THESE DATE: OCT 24, 20021 PAGE:... OF: .INCHES SPECIFICATIONS B.M.I. EURTN CITY OF RENTON SUBMITTAL METER BASE TO PHOTO CELL .� or�oiaalr ca; 7 ,3 u In 0 12006 r. r �