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HomeMy WebLinkAboutzT-3284Setgz :z �Co 0 tz 0 Uj M < X: y z q j 0 4 §_;a z 0 LAJ Of Ll PORTION OF N.E. 1/4 OF N.W. ________ __ 10 __ __ i N . E. 4T; S T* 12 .......... j LIGHT; STANDARD-, N_G RENTON ANo'400 WATT.. ... HP$­M C-111 LUMINAIRE TO REMAIN > 2 4 < EXISTING PSG LIGHT STANDARD A D 100 WATT HPS M C—.1 I I LUIMINAIRU TO REMAIN 2 A,! ---------- 'l L .�. •_.. ---- _� : 0 1-7 i - i . . . ........ . ....... . .. . ........ ....... . . ............. — --------- +. «........ N 611, --- — ------- 14, E 3RD '-C To -- 17 A2 2 .......... ------- .......... ......... ..... ............. L - - - - - - - - - - - - - - - i EXISTING AMBERWOOD PLAT 76 Z I I lic, 7 . ... ... .... .... . . t .......... d I EIS I I � � Oil 2 0 .............. . .............. Ilk 14 ..... ....... ... .... ... .... . . . . »_....... ....... 3 ............. ... _......... «.« . ....... . .. .. ... .... . Alk _ ................._ ___ j . . ........ A — - -- ------ w 24, .... ............. ... ....... .......... • V — — -------- .... . . .............. . .......... .. .................................... ...... ....... ------ 41- .. ...... .... A)" . .... .... ... 12 .... ....... 7" ........... ...... . . ............. .... . ............. . ......... U ROLL 2 0� 1/4 OF SEC. 14, TWP. 23 IN., RGE. 5 E., W.M. ESE ND 11,10 TYPE M—C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE, EXCEPT AS NOTED LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD am ELECTRICAL SERVICE CABINET PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD 0 PUGET SOUND ENERGY TRANSFORMER WIRE NOTE CONSTRUCTION NOTE CONSTRUCT!QN NOTES (D INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 3RD CT., STA. 6+20, 22.5' LT. LABEL CABINET 1111 #0101. OROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY TRANSFORMER. COORDINATE WITH PSE FOR SERVICE CONNECTION. POLE SCHEDULE POLE N0. 0 CL STREET o .�_ POLE OFFSET v) 00 _y of MAST ARM CIRCUIT NO. � uQ 1 a 1 CL n-- c 81 cn 0 E 2 Q) m E ROSARIO PL. N.E. E ;1AAWN c: N I C cn C r-p 81 E 0 (D 0 < X: y z q j 0 4 §_;a z 0 LAJ Of Ll PORTION OF N.E. 1/4 OF N.W. ________ __ 10 __ __ i N . E. 4T; S T* 12 .......... j LIGHT; STANDARD-, N_G RENTON ANo'400 WATT.. ... HP$­M C-111 LUMINAIRE TO REMAIN > 2 4 < EXISTING PSG LIGHT STANDARD A D 100 WATT HPS M C—.1 I I LUIMINAIRU TO REMAIN 2 A,! ---------- 'l L .�. •_.. ---- _� : 0 1-7 i - i . . . ........ . ....... . .. . ........ ....... . . ............. — --------- +. «........ N 611, --- — ------- 14, E 3RD '-C To -- 17 A2 2 .......... ------- .......... ......... ..... ............. L - - - - - - - - - - - - - - - i EXISTING AMBERWOOD PLAT 76 Z I I lic, 7 . ... ... .... .... . . t .......... d I EIS I I � � Oil 2 0 .............. . .............. Ilk 14 ..... ....... ... .... ... .... . . . . »_....... ....... 3 ............. ... _......... «.« . ....... . .. .. ... .... . Alk _ ................._ ___ j . . ........ A — - -- ------ w 24, .... ............. ... ....... .......... • V — — -------- .... . . .............. . .......... .. .................................... ...... ....... ------ 41- .. ...... .... A)" . .... .... ... 12 .... ....... 7" ........... ...... . . ............. .... . ............. . ......... U ROLL 2 0� 1/4 OF SEC. 14, TWP. 23 IN., RGE. 5 E., W.M. ESE ND 11,10 TYPE M—C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE, EXCEPT AS NOTED LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD am ELECTRICAL SERVICE CABINET PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD 0 PUGET SOUND ENERGY TRANSFORMER WIRE NOTE CONSTRUCTION NOTE CONSTRUCT!QN NOTES (D INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 3RD CT., STA. 6+20, 22.5' LT. LABEL CABINET 1111 #0101. OROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY TRANSFORMER. COORDINATE WITH PSE FOR SERVICE CONNECTION. POLE SCHEDULE POLE N0. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 2797B N.E 3RD CT. 4+89 22.5' LT. 100 M—C-111 25' 81 1 2 2788B ROSARIO PL. N.E. 10+98.5 22.5' R T. 100 M—C-111 25' 81 1 3 2790B ROSARIO PL. N.E. 12+52.5 29.5' RT. 100 M—C-111 25' 81 1 WIRING SCHEDULE RUN N0. CONDUIT CONDUCTORS REMARKS 1 1.5" PVC (SCHEDULE 40) 2—#8, 1—#8 GREEN, 3—#12 PHOTOCELL 2 1.5" PVC (SCHEDULE 40) 2—#8, 1—#8 GREEN 3 1.5" PVC (SCHEDULE 80) 2—#8, 1—#8 GREEN 4 2" PVC (SCHEDULE 40) 3—#2 SERVICE ENTRANCE 0 2 1 0 4 1 0 8 1 0 A f R 3,7 0 328�{O It V!r RECIO MENDED R APPROVAL BY 'DATE U U BY DATE /2- :Q3 BY DATE IECORD DOCUMENT BY DATE H I � HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1 740 tel. 425 -2 77- 5718 fax hte@comcast.net .1I -r-: B 2<900, 0 7 1 0 AO*Y .1 ld 4 �� 0 00 r o 0 `� r 4 Iti M'1 O r O CI N N -- SIZE AS •- REQUIRED 0.188 WALL BRACKET 8 20 ALUM. ALLOY 6063 - T6 F?,4C1 2„ N.P.S. SLIPF ITTER 1 /2" BNC LOCKBOLT ADIUS GR. 18- 8 S.S. _ FLUSH JOINT - �-- .r' 7 FUSE KITS � 4 -1 2 0. D. QUICK DISCONNECT �`— 10 AMP IN LINE FUSE TO LUMINAIRE Q KITS - S.E.C. OR EQUAL R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT CROADWAY R/W 10' CURB SIDEWALK R/W LINE 1' -2 L " TYPICAL DESIGN "B" 10' MIN. JUNCTION BOX 1 4" MINIMUM CLEARANCE FROM DRIVEWAY 2' TO 4' TAPERED ALUM. POLE / OVERHANG 0.188 WALL ALLOY 6063 -TU7 SPLICE KITS GROUND LUG DRAIN HOLE ,ALTERNATE PLAN VIEW , CLEAR EPDXY SPLICE 0 ip SATIN GROUND FINISH 6.5 H 25 -p KITS ON ALL THRU MIN. GROUT TOP OF CONCRETE , � �= 18' -3" WIRE RUNS UNDER POLE OUNDATION TO SL 4 CONCRETE BASE E LEVEL WITH W ? SHAFT PAD —� OF SIDEWALK FACE OF CURB TO I m `� i 9" Illl� i �.I �. r �. H 25' R/W LINE SIDEWALK CURB 10' UTILITY EASEMENT CROADWAY R/W 10' CURB SIDEWALK R/W LINE 1' -2 L " TYPICAL DESIGN "B" 10' MIN. JUNCTION BOX 1 4" MINIMUM CLEARANCE FROM DRIVEWAY 2' TO 4' TAPERED ALUM. POLE / OVERHANG 0.188 WALL ALLOY 6063 -TU7 SPLICE KITS GROUND LUG DRAIN HOLE ,ALTERNATE PLAN VIEW , CLEAR EPDXY SPLICE 0 ip SATIN GROUND FINISH 6.5 H 25 -p KITS ON ALL THRU MIN. GROUT TOP OF CONCRETE , � �= 18' -3" WIRE RUNS UNDER POLE OUNDATION TO SL 4 CONCRETE BASE E LEVEL WITH W ? SHAFT PAD —� OF SIDEWALK FACE OF CURB TO I V Vf\GLIV I►-- ,,n „ , --wi -^��i, „ �, ROUND WIRE .' 1111= 2' TO 4' TAPERED ALUM. POLE 151 HANDHOLE. 4x6 OPENING GROUND 'T' WALL ALLOY 6063 -T6 OVERHANG W /COVER AND S.S. SCREWS 8" O -D- CLAMP SATIN GROUND FINISH 4 'H' STREET LIGHT CONDUIT HANDHOLE 4 "x6" TRENCH DEPTH 24 A FLANGE ALLOY 356 -T6 WITH GROUND UG 2- (SIZED AS REQ'D) PVC CONDUIT 'SL' BOLT COVERS & S.S. SCREWS 1,_�„ LIGHTING SYSTEM SYSTEM OPENING W /COVER --�-I I� -11 -1 4" WIRES TO CONTACTOR & S.S. SCREWS. TYPICAL STREET LIGHT / SQ. CONCRETE CAL S EE GROUND LUG 0 11 " TO 12" DIA. 5/8 "x8, FOUNDATION 3, SQ INSIDE POLE FOUNDATION LOCATION a--+- o BOLT CIRCLE 4 1 2" OF BOLT ABOVE COPPER -CLAD OR DIA. 1 -6 ° 4" CONCRETE PAD FIN GROUND ROD cn .� ., S ED GRADE: ; . . . - OE (4) 1 BNC GALV. STEEL F F- �Q ANCHOR BOLTS WITH 4' 'NUTS AND WASHERS �. STREET LIGHT • �w 4 CONDUIT TRENCH DEPTH 24" W ALTERNATE STREET CROSS SECTION v cE (MODIFIED) STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM DE LIGHT BASE AND JUNCTION BOX LOCATIONS co. E N ADOPTED ADOPTED .�1 vl } ♦ CITY OF RENTON CITY OF RENTON � � ADOPTED CITY OF RENTON Standard plans ci Standard plans ♦ � * S andard lans LST DATE: 10/30/96 I.ST DATE: 12/9s P LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION 8Y APPR DWG. NAME: JR -35 SP PAGE: JO 14 l 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS h © VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 P OR ABOVE. CONCRETE PAD 7' -O" VARIABLE 3' -0„ � 1' -6" MIN. 2" NUMBERING EXAMPLES BRACKET CABLE 1 1' -6" 0 , 2 5 4„ o 3 6 . •. 4 7 .• r C 'do •o 8 io o '° *• a `• o b o 2" BY 3/4" LETTER LETTER • 40 REDUCING WASHER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW CITY PUGET POWER _ OWNED OWNED � g � TYPICAL JUNCTION BOX B cuRe CONCRETE PAD RECOMMENDE FOR APPROVAL 0 < 3 4 R 0 M E X 3' - 0" i i►- 3, -0 " BY DATE 42-.20 -O.s CONNECTOR MOUNTING -�- q ° BY DATE o WITH LOCKNUT HEIGHT �F 3/4„ 15 FEET 450 BY DATE m TRAFFIC FRONT VIEW SIDE VIEW SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT ARM AS REQUIRED 13/4, -2 TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD DECAL: ,� 4, _ 0„ �.—. 3' _ 0 „`..� 4 . o. . e. lop e.. .. o. . RELECTORIZED X , ~T y FOR DOUBLE (MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 - 2 2 2N1 --3" z o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND V) ARE ON SAME CIRCUIT A0 �7 � ON > BACKGROUND ROUND FRONT VIEW SIDE VIEW 9 o v W 0'n fG►STERE. ASS/ NAL f•NG\ I t MAST ARM WIRING DETAIL EXPIRES 01,31,07 STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS STRAIN RELIEF DETAIL_ DECAL NUMBERING SYSTEM ADOPTED MERMAN TRAFFIC ENGINEERING CITY OF RENTON ADOPTED ADOPTED * + CITY OF REN'CUN CITY OF RENTON Standard laps + � '' * + 15324 Southeast 133rd Court, Renton, Washington 98059 P Standard plans LST DATE: 10/30/96 P Standard plans 425 -277 -1740 tel. 425 -277 -5718 fax hte @comcast.net o LST DATE: 12/96 LST DATE: 10/30/96 z DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 DWG. AM R— 6A SP PAGE: 015 D NAME: J 3 J cno -r=- 32e•wo,2 0 SAY 011006 �l o$ N °a � W� 4 m `� 9" Illl� OR CURB. =1111 Ilil H 25' 30' 35' 1 40 CENTER OFF OLE SL 189-300 , » 23 -3 281-39P , n 33 -3 T 0.188 0.188 0.219 0.219 IIII .�I I =111 •--111 - 111 ---I �"D norrki _ II = 1111. =1111 1' -2'� V Vf\GLIV I►-- ,,n „ , --wi -^��i, „ �, ROUND WIRE .' 1111= 2' TO 4' TAPERED ALUM. POLE 151 HANDHOLE. 4x6 OPENING GROUND 'T' WALL ALLOY 6063 -T6 OVERHANG W /COVER AND S.S. SCREWS 8" O -D- CLAMP SATIN GROUND FINISH 4 'H' STREET LIGHT CONDUIT HANDHOLE 4 "x6" TRENCH DEPTH 24 A FLANGE ALLOY 356 -T6 WITH GROUND UG 2- (SIZED AS REQ'D) PVC CONDUIT 'SL' BOLT COVERS & S.S. SCREWS 1,_�„ LIGHTING SYSTEM SYSTEM OPENING W /COVER --�-I I� -11 -1 4" WIRES TO CONTACTOR & S.S. SCREWS. TYPICAL STREET LIGHT / SQ. CONCRETE CAL S EE GROUND LUG 0 11 " TO 12" DIA. 5/8 "x8, FOUNDATION 3, SQ INSIDE POLE FOUNDATION LOCATION a--+- o BOLT CIRCLE 4 1 2" OF BOLT ABOVE COPPER -CLAD OR DIA. 1 -6 ° 4" CONCRETE PAD FIN GROUND ROD cn .� ., S ED GRADE: ; . . . - OE (4) 1 BNC GALV. STEEL F F- �Q ANCHOR BOLTS WITH 4' 'NUTS AND WASHERS �. STREET LIGHT • �w 4 CONDUIT TRENCH DEPTH 24" W ALTERNATE STREET CROSS SECTION v cE (MODIFIED) STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM DE LIGHT BASE AND JUNCTION BOX LOCATIONS co. E N ADOPTED ADOPTED .�1 vl } ♦ CITY OF RENTON CITY OF RENTON � � ADOPTED CITY OF RENTON Standard plans ci Standard plans ♦ � * S andard lans LST DATE: 10/30/96 I.ST DATE: 12/9s P LST DATE: 12/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP PAGE: J003 DATE REVISION BY APPR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION 8Y APPR DWG. NAME: JR -35 SP PAGE: JO 14 l 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS h © VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 P OR ABOVE. CONCRETE PAD 7' -O" VARIABLE 3' -0„ � 1' -6" MIN. 2" NUMBERING EXAMPLES BRACKET CABLE 1 1' -6" 0 , 2 5 4„ o 3 6 . •. 4 7 .• r C 'do •o 8 io o '° *• a `• o b o 2" BY 3/4" LETTER LETTER • 40 REDUCING WASHER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW CITY PUGET POWER _ OWNED OWNED � g � TYPICAL JUNCTION BOX B cuRe CONCRETE PAD RECOMMENDE FOR APPROVAL 0 < 3 4 R 0 M E X 3' - 0" i i►- 3, -0 " BY DATE 42-.20 -O.s CONNECTOR MOUNTING -�- q ° BY DATE o WITH LOCKNUT HEIGHT �F 3/4„ 15 FEET 450 BY DATE m TRAFFIC FRONT VIEW SIDE VIEW SINGLE OR DOUBLE MAST FLOW RECORD DOCUMENT ARM AS REQUIRED 13/4, -2 TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD DECAL: ,� 4, _ 0„ �.—. 3' _ 0 „`..� 4 . o. . e. lop e.. .. o. . RELECTORIZED X , ~T y FOR DOUBLE (MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 - 2 2 2N1 --3" z o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND V) ARE ON SAME CIRCUIT A0 �7 � ON > BACKGROUND ROUND FRONT VIEW SIDE VIEW 9 o v W 0'n fG►STERE. ASS/ NAL f•NG\ I t MAST ARM WIRING DETAIL EXPIRES 01,31,07 STREET LIGHT STANDARD TYPICAL CONCRETE PAD DETAILS STRAIN RELIEF DETAIL_ DECAL NUMBERING SYSTEM ADOPTED MERMAN TRAFFIC ENGINEERING CITY OF RENTON ADOPTED ADOPTED * + CITY OF REN'CUN CITY OF RENTON Standard laps + � '' * + 15324 Southeast 133rd Court, Renton, Washington 98059 P Standard plans LST DATE: 10/30/96 P Standard plans 425 -277 -1740 tel. 425 -277 -5718 fax hte @comcast.net o LST DATE: 12/96 LST DATE: 10/30/96 z DWG. NAME: JR -05 SP PAGE: J006 DWG. NAME: JR -09A SP PAGE: J009 DWG. AM R— 6A SP PAGE: 015 D NAME: J 3 J cno -r=- 32e•wo,2 0 SAY 011006 �l o$ N °a � W� 4 � M 4 NOTES: LIGHTING STANDARD & JUNCTION BOX J All dimensions are minimum. Exact configurations vary among different manufacturers. N The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 B.M.I. EURTN CITY OF RENTON SUBMITTAL % Boxes shall be 28% minimum of overall thickness. a Lid support members shall be welded to the frame. o p v O O v ° v o 4 e 00 4000PSI concrete is allowed if box reinforcement -- ° o v e O q consists of 6 X 6 W3 X W3 welded A p p p O � O NOTES: wire fabric welded to the frame. C AV ° v0 A e 4 v �o eV4 49. 225 AMP COPPER BUSSING 18 PLCS PANEL When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12 deep p 0 0 ° 50, C.H. 2P 100 AMP MAIN (BAB2100) extension boxes. PLAN VIEW °° a Dv ° z b A 51, C.H. 2P 20 AMP BREAKER (BAB2020) When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 o b O e0 3' ,� gage divider plate complete with fasteners. O O n o J ❑ 52. C. H. 1P 50 AMP BREAKER (BAB1050) Q ° ° 53, C.H. 1P 20 AMP BREAKER (BAB1020) Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 o bo x213 - 54. C,H. 1P 15 AMP BREAKER (BAB1015) Load Test. b° e o ep e o by o v �v o ot. 55. MILBANK METER ENCLOSURE (MS- 24 -TB) A 56. HUBBELL SWITCH (CS1201 -I) F-_ J JUNCTION BOX DIMENSION TABLE c MARK 4. BOX TYPE D TYPE 2 ALTERNATE A ALTERNATE B O O Box Outside length F=- 22" w Z 13 M 17" 17" 22 1 2" C Box Inside Length 18" MARK ITEM BOX TYPE TYPE 1 TYPE 2 ALTERNATE A ALTERNATE B A Box Outside length 22" 22" 33" 13 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 Depth 5/16" 5 16" 5 1 fi" J Wall Thickness Min. 1 1 2" 1 1 2" 1 1 2" K Wire Reinforcement W- 3 W- 2.5 W- 2.5 L Le end See Detail See Detail See Detail � Q J J STREET LIGHT POLE JUNCTION BOX 57. GFCI. RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I) -I I 58. SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) L 61. SOUTHCO DOOR S,S. HINGE (E6 -3 -1) C] Z m C3 LL O Q Q - Z W PLAN VIEW SIDE VIEW O v y v° 4 D. o O 4" DEEP JD oe e° d = D � D b f O -.-� ti. �. O ° v o • V toaa oee V ELEVATION VIEW ° e e a� .L 4- o ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Dicmond Plate Steel - A786 Lid Support 1 8*Min. Thick Sted C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel e °va �.� oe O y � 0 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 TO VERIFY METER 8.00 ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER a Q ° WL ON w�T TV. 21.oa 16.00 6• GRAVEL P/1D INDIVIDUAL JUNCTION BOX COMPACTED JOB NAME: CITY OF RENTON O E LD an I�iANUFACTU MMC. INC. v GALVANIZED STEEL �I o v ©° o p O v D �I CONTRACTORN' , L o 10.50 4, 0 1620 BICKFORD AVE. SNOHOMISH VI'A CAL JUNCTION BOX INSTALLATION DETAILS O LL_ cn , _ p D p 8.00 1.00 PURCHASE ORDER: �360LW 0572 Fax (360)568 0577 0 TYP 2 00 MATERIAL: .125 5052 -H32 ALUM. THIS DRAWING IS THE PROPERTY OF BROWNFIELD 0 0 ° LEGEND DETAIL (Mork L) '" o e Q oe °d NOTE: CLASS 'B' CONCRETE 0.75x1.25 TYP COATING TYPE: MANUFACTURING, INC. AND IrS SUBIISSM DOES NOT I�� 6.00 GRANT THE RIGHT M MAKE USE, OR SELL WHAT IS I-- Q TYPE i Box a Z p TO BE USED IN TYP 1600 DRAWN BY: MEKKI AL -AZADI REPRESENTED HERE IN WM40UT THE PRIOR WRITTEN SIGNALS a = pe CONSTRUCTION OF PAD HARDWARE: QUANTITY: CONSENT of BROWNFIELD MANUFACTURING INC. �--- : LIGHTING TL ,� 0 TYPE II Box C o ca O O 13.004.00 FINISH: MILL W 1 W ,a TS-LT H� DET�A�IL PLAN SYMBOLS COLOR: ALL DIMENSIONS Vmim zmvD S ARE IN DECIMAL U a� o TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND ° b e DATE: OCT 24, 200 PAGE: OF: INCHES TO THESE a JUNCTION BOX DETAILS d° w v v p 1 CONCRETE PAD DETAILS .-= Q) �� E ADOPTED B.M.I. EURTN CITY OF RENTON SUBMITTAL e N Form Letters with 1 8 Weld LTI � � ADOPTED 'c Bead. Grind off Diamond ���, �M��,,, � CITY OF RENTON CITY OF RENTON 1� C Pattern before farming r` 'jam + + PLAN VIEW + o letters. a ILLUMINATION SYSTEM LEGEND Standard plans LST DATE: 11/89 SERVICE VOLTAGE: 1P0 -2�0 DUS RATING �A/4P MOUNTING- DUS CONNECTIONo 2 P 3 W Standard plans o � qa Io VOLTAMPS BREAKER T NO. CDNNECTION A B KT NO. 0 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 TO VERIFY METER 8.00 ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER a Q ° WL ON w�T TV. 21.oa 16.00 6• GRAVEL P/1D INDIVIDUAL JUNCTION BOX COMPACTED JOB NAME: CITY OF RENTON O E LD an I�iANUFACTU MMC. INC. v GALVANIZED STEEL �I o v ©° o p O v D �I CONTRACTORN' , L o 10.50 4, 0 1620 BICKFORD AVE. SNOHOMISH VI'A CAL JUNCTION BOX INSTALLATION DETAILS O LL_ cn , _ p D p 8.00 1.00 PURCHASE ORDER: �360LW 0572 Fax (360)568 0577 0 TYP 2 00 MATERIAL: .125 5052 -H32 ALUM. THIS DRAWING IS THE PROPERTY OF BROWNFIELD 0 0 ° LEGEND DETAIL (Mork L) '" o e Q oe °d NOTE: CLASS 'B' CONCRETE 0.75x1.25 TYP COATING TYPE: MANUFACTURING, INC. AND IrS SUBIISSM DOES NOT I�� 6.00 GRANT THE RIGHT M MAKE USE, OR SELL WHAT IS I-- Q TYPE i Box a Z p TO BE USED IN TYP 1600 DRAWN BY: MEKKI AL -AZADI REPRESENTED HERE IN WM40UT THE PRIOR WRITTEN SIGNALS a = pe CONSTRUCTION OF PAD HARDWARE: QUANTITY: CONSENT of BROWNFIELD MANUFACTURING INC. �--- : LIGHTING TL ,� 0 TYPE II Box C o ca O O 13.004.00 FINISH: MILL W 1 W ,a TS-LT H� DET�A�IL PLAN SYMBOLS COLOR: ALL DIMENSIONS Vmim zmvD S ARE IN DECIMAL U a� o TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND ° b e DATE: OCT 24, 200 PAGE: OF: INCHES TO THESE a JUNCTION BOX DETAILS d° w v v p 1 CONCRETE PAD DETAILS .-= Q) �� E ADOPTED B.M.I. EURTN CITY OF RENTON SUBMITTAL e N Form Letters with 1 8 Weld LTI � � ADOPTED 'c Bead. Grind off Diamond ���, �M��,,, � CITY OF RENTON CITY OF RENTON 1� C Pattern before farming r` 'jam + + PLAN VIEW + E SPLICE 3. 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 20A N OTES. SPLICE KIT LIGHTING C 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE Q G 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER F 52. C.H. 1P 50 AMP BREAKER (BABI050) ARRANGEMENT I 53. C.H. 1P 20 AMP BREAKER (BABI020) GROUND BAR 0 0 a a , a 0 54. C.H. 1P 15 AMP BREAKER (BAB1015) b a� � ,. 0 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS W "' w 56. HUBBELL SWITCH (CS1201 -I) N ° 0 57. GF-CI. RECEPTACLE 20 AMP (LEVITON 6898 -I APPROVED BY: 4-1/2"X16' GALVANIZED 58. SQUARE D LIGHTING CONTACTOR PUGET SOUND ENERGY • ' (9810DPA32V[12UI) TACOMA POWER o ANCHOR BOLTS 51 50 • CONDUIT ENTR, 61, S❑UTHC❑ DOOR S.S. HINGE (F6 -3 -1) 5' 64, STAINLESS STEEL HANDLE AREA w '�G.L. -G,L, S1 65. DEAD BOLT LOCK 'BEST' (5L7RL2 -626) d DIAMETER = 7/8 cU G o a a a V d 0 51 0 66. SQUARE D TERMINAL_ BLOCK n CU o p 0 O as 67. SQUARE D END CAP a v 16 v 70. 1'X,25' GASKET R O WN F I E LD MANUFACTURING, INC_ " 0 1.20 HICNF�ORD AYE. SNOHONIISH WA 4_ 7/8 „ r�SIZE TO -; �' SIZE TO' I PLAN VIEW ; 5� 5s ; ,W);W fVW2FaxQ360,W fkW1 as FIT CABINET FIT T CABINET i i MATERIAL: THIS DRAWING' 15 THE PROPERTY OF BROWNFIELD LOAD LINE Q • COATING TYPE: MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT lei I + FUSE „ DRAWN BY: MEKKI AL -AZADI REPRESENMDIGHcRE IN WITHOUT �THE PRIOR WRITTEN 1/4- 1 /4 FRONT VIEW SIDE VIEW 0 58 o HARDWARE: QUANTITY: CONSENT OF %%^FIELD MANUFACTURING INC. » o O FINISH SCALE = NOW DRAVING NO.i Q ❑ COLOR: ARE IN DECIMAL WORKING DRAWINGS HUIL 1 8 �" Q O� 1 /(� ALL DIMENSIONS C A B i N E T FOUNDATION DATE: OCT 2a, Boa PAGE: OF: INCHES TU THESE CUTTING RINGS CITY OF RENTON ELECTRICAL SERVICE CABINET z �' FUSE KIT RECOMMEND FOR APPROVAL BY DATE 4 - *W-C r STREET LIGHT CONTACTOR CABINET B�' DATE ,� 1i►�sHy A FUSE KIT & SPLICE KIT DETAILS AND CABINET FOUNDATION � BY DATE � ADOPTED ADOPTED Z HERMAN TRAFFIC ENGINEERING + CITY OF RENTON CITY OF RENTON RECORD DOCUMENT � °�F'�'G'►sT a�° `;� 1 5324 Southeast 1 rd Court, Renton, I Standard plans ,r sS 33 Cut, Wash Washington 98059 LST DATE: 1 1/5/96 Standard plans �DNAL EN t -1�• K LST DATE: 12/9s 425 -277 -1740 tel. 425.277 -5718 fax hte @comcast.net • DATE EXPIRES Ot /31/07 o Z - DWG. NAME: JR -12 SP PAGE: J013 DWG. NAME: JR -09 SP PAGE: J010 -- ) . -T- 2 &41o3sc�Nto NAy 01 zoos r� 1 o letters. a ILLUMINATION SYSTEM LEGEND Standard plans LST DATE: 11/89 SERVICE VOLTAGE: 1P0 -2�0 DUS RATING �A/4P MOUNTING- DUS CONNECTIONo 2 P 3 W Standard plans CURCUIT DESCRIPTION VOLTAMPS BREAKER T NO. CDNNECTION A B KT NO. VOLTAMPS A LST DATE: 10/30/96 AMP POLE AMP POLE LIGHTING A 19eo 1 METER TO g DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: JO 16 DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 BASE PHOTO CELL X00 LIGHTING B 19(0 5 6 1920 PT MAIN 15A e 0 e e0 a 1920 LIGHTING D LIGHTING C TEST 9 10 19eo SWITCH N 11 lz 50A 20A EPDXY FILL EPDXY FILL SIGNAL LIGHTING A a GENERAL NOTES TOTAL 5760 20A 5280 20A LIGHTING D BUS A U040 Bus B 12460 TOTAL LOAD 23320 COMENTS 2 INLINE SPLICE 1. CABINET BOTTOM OPEN- "X16" 2" MOUNTING FLANGE TURNED INWARD ON ALL SIDES LIGHTING B ` WY 2. 4 -1/2 GALVANIZED ANCHOR BOLTS WAUT AND WASHERS 2oA E SPLICE 3. 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 20A N OTES. SPLICE KIT LIGHTING C 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE Q G 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER F 52. C.H. 1P 50 AMP BREAKER (BABI050) ARRANGEMENT I 53. C.H. 1P 20 AMP BREAKER (BABI020) GROUND BAR 0 0 a a , a 0 54. C.H. 1P 15 AMP BREAKER (BAB1015) b a� � ,. 0 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS W "' w 56. HUBBELL SWITCH (CS1201 -I) N ° 0 57. GF-CI. RECEPTACLE 20 AMP (LEVITON 6898 -I APPROVED BY: 4-1/2"X16' GALVANIZED 58. SQUARE D LIGHTING CONTACTOR PUGET SOUND ENERGY • ' (9810DPA32V[12UI) TACOMA POWER o ANCHOR BOLTS 51 50 • CONDUIT ENTR, 61, S❑UTHC❑ DOOR S.S. HINGE (F6 -3 -1) 5' 64, STAINLESS STEEL HANDLE AREA w '�G.L. -G,L, S1 65. DEAD BOLT LOCK 'BEST' (5L7RL2 -626) d DIAMETER = 7/8 cU G o a a a V d 0 51 0 66. SQUARE D TERMINAL_ BLOCK n CU o p 0 O as 67. SQUARE D END CAP a v 16 v 70. 1'X,25' GASKET R O WN F I E LD MANUFACTURING, INC_ " 0 1.20 HICNF�ORD AYE. SNOHONIISH WA 4_ 7/8 „ r�SIZE TO -; �' SIZE TO' I PLAN VIEW ; 5� 5s ; ,W);W fVW2FaxQ360,W fkW1 as FIT CABINET FIT T CABINET i i MATERIAL: THIS DRAWING' 15 THE PROPERTY OF BROWNFIELD LOAD LINE Q • COATING TYPE: MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT lei I + FUSE „ DRAWN BY: MEKKI AL -AZADI REPRESENMDIGHcRE IN WITHOUT �THE PRIOR WRITTEN 1/4- 1 /4 FRONT VIEW SIDE VIEW 0 58 o HARDWARE: QUANTITY: CONSENT OF %%^FIELD MANUFACTURING INC. » o O FINISH SCALE = NOW DRAVING NO.i Q ❑ COLOR: ARE IN DECIMAL WORKING DRAWINGS HUIL 1 8 �" Q O� 1 /(� ALL DIMENSIONS C A B i N E T FOUNDATION DATE: OCT 2a, Boa PAGE: OF: INCHES TU THESE CUTTING RINGS CITY OF RENTON ELECTRICAL SERVICE CABINET z �' FUSE KIT RECOMMEND FOR APPROVAL BY DATE 4 - *W-C r STREET LIGHT CONTACTOR CABINET B�' DATE ,� 1i►�sHy A FUSE KIT & SPLICE KIT DETAILS AND CABINET FOUNDATION � BY DATE � ADOPTED ADOPTED Z HERMAN TRAFFIC ENGINEERING + CITY OF RENTON CITY OF RENTON RECORD DOCUMENT � °�F'�'G'►sT a�° `;� 1 5324 Southeast 1 rd Court, Renton, I Standard plans ,r sS 33 Cut, Wash Washington 98059 LST DATE: 1 1/5/96 Standard plans �DNAL EN t -1�• K LST DATE: 12/9s 425 -277 -1740 tel. 425.277 -5718 fax hte @comcast.net • DATE EXPIRES Ot /31/07 o Z - DWG. NAME: JR -12 SP PAGE: J013 DWG. NAME: JR -09 SP PAGE: J010 -- ) . -T- 2 &41o3sc�Nto NAy 01 zoos r� 1 BREAKER SCHEDULE SERVICE VOLTAGE: 1P0 -2�0 DUS RATING �A/4P MOUNTING- DUS CONNECTIONo 2 P 3 W "C7 � ogW LOCATION DRAWING 0 CURCUIT DESCRIPTION VOLTAMPS BREAKER T NO. CDNNECTION A B KT NO. BREAKER VOLTAMPS A CURCUIT DESCRIPTION AMP POLE AMP POLE LIGHTING A 19eo 1 2 1410 T 1920 3 X00 LIGHTING B 19(0 5 6 1920 PT Im 20 e 7 e e0 a 1920 LIGHTING D LIGHTING C 1920 9 10 19eo I92o 11 lz TOTAL 5760 5760 5280 671'0 BUS A U040 Bus B 12460 TOTAL LOAD 23320 COMENTS _VA VA VA MAIN BREAKER, 100 AMP LOCATION Tip FEED FEEDER SIZE, SauRCE, LIK AMPS, 100 AMP PHASING SINGLE KVA DEMAND, E SPLICE 3. 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 20A N OTES. SPLICE KIT LIGHTING C 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE Q G 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER F 52. C.H. 1P 50 AMP BREAKER (BABI050) ARRANGEMENT I 53. C.H. 1P 20 AMP BREAKER (BABI020) GROUND BAR 0 0 a a , a 0 54. C.H. 1P 15 AMP BREAKER (BAB1015) b a� � ,. 0 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS W "' w 56. HUBBELL SWITCH (CS1201 -I) N ° 0 57. GF-CI. RECEPTACLE 20 AMP (LEVITON 6898 -I APPROVED BY: 4-1/2"X16' GALVANIZED 58. SQUARE D LIGHTING CONTACTOR PUGET SOUND ENERGY • ' (9810DPA32V[12UI) TACOMA POWER o ANCHOR BOLTS 51 50 • CONDUIT ENTR, 61, S❑UTHC❑ DOOR S.S. HINGE (F6 -3 -1) 5' 64, STAINLESS STEEL HANDLE AREA w '�G.L. -G,L, S1 65. DEAD BOLT LOCK 'BEST' (5L7RL2 -626) d DIAMETER = 7/8 cU G o a a a V d 0 51 0 66. SQUARE D TERMINAL_ BLOCK n CU o p 0 O as 67. SQUARE D END CAP a v 16 v 70. 1'X,25' GASKET R O WN F I E LD MANUFACTURING, INC_ " 0 1.20 HICNF�ORD AYE. SNOHONIISH WA 4_ 7/8 „ r�SIZE TO -; �' SIZE TO' I PLAN VIEW ; 5� 5s ; ,W);W fVW2FaxQ360,W fkW1 as FIT CABINET FIT T CABINET i i MATERIAL: THIS DRAWING' 15 THE PROPERTY OF BROWNFIELD LOAD LINE Q • COATING TYPE: MANUFACTURING, INC. AND IT'S SUBMISSION DOES NOT lei I + FUSE „ DRAWN BY: MEKKI AL -AZADI REPRESENMDIGHcRE IN WITHOUT �THE PRIOR WRITTEN 1/4- 1 /4 FRONT VIEW SIDE VIEW 0 58 o HARDWARE: QUANTITY: CONSENT OF %%^FIELD MANUFACTURING INC. » o O FINISH SCALE = NOW DRAVING NO.i Q ❑ COLOR: ARE IN DECIMAL WORKING DRAWINGS HUIL 1 8 �" Q O� 1 /(� ALL DIMENSIONS C A B i N E T FOUNDATION DATE: OCT 2a, Boa PAGE: OF: INCHES TU THESE CUTTING RINGS CITY OF RENTON ELECTRICAL SERVICE CABINET z �' FUSE KIT RECOMMEND FOR APPROVAL BY DATE 4 - *W-C r STREET LIGHT CONTACTOR CABINET B�' DATE ,� 1i►�sHy A FUSE KIT & SPLICE KIT DETAILS AND CABINET FOUNDATION � BY DATE � ADOPTED ADOPTED Z HERMAN TRAFFIC ENGINEERING + CITY OF RENTON CITY OF RENTON RECORD DOCUMENT � °�F'�'G'►sT a�° `;� 1 5324 Southeast 1 rd Court, Renton, I Standard plans ,r sS 33 Cut, Wash Washington 98059 LST DATE: 1 1/5/96 Standard plans �DNAL EN t -1�• K LST DATE: 12/9s 425 -277 -1740 tel. 425.277 -5718 fax hte @comcast.net • DATE EXPIRES Ot /31/07 o Z - DWG. NAME: JR -12 SP PAGE: J013 DWG. NAME: JR -09 SP PAGE: J010 -- ) . -T- 2 &41o3sc�Nto NAy 01 zoos r� 1 4 "C7 � ogW � d o� 4 M PORTION OF N.E. 1/4 OF N.W. 1/4 OF SEC. 14, TWP. 23 N., RGE. 5 E., W.M. 10 „ - - -- �-- I — ,2 N.E. 4TH ST. 13 LEGEND — TYPE M -C -III H.P.S. LUMINAIRE, .ARM - --. —._, w - -- - � - - -- - ' AND ALUMINUM DAVIT STYLE POLE, EXCEPT AS NOTED — - -- - - - - - -- r - - - -- _ - -- - LIGHT BASE BASE AN D JUNCTION N BO X WITH CONCRETE PAD I- -- -- - - -- -- ? LL1 EXISTING_RENTON LIGHT: STANDARD 1 CEO ELECTRICAL SERVICE CABINET AND ;400 o I I WATI -HP8 MC - - - II- 1 I -- --------------- — — — - LUMINAIRE TO REMWIN O PVC CONDUIT (SEE WIRING SCHEDULE) I O Z_ > I 2 ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD Ld I Q I F ISTING PSE LIGHT STANDARD A5 m J I AI D 100 WJ TT HPS M -C 11I 7 PUGET SOUND ENERGY TRANSFORMER Q J ; ® I LUIMINAIRE' TO REMAIN 2 >c 1 F } 1 b 1 WIRE NOTE I -- --- - - - - -- ---- - - - - -- - -- - 4 CONSTRUCTION NOTE CT. - -- — I — -- CONSTRUCTION NOTES -------------------- r, - -- - - - - I I 'I O INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 3RD CT., STA. 6 +20, 22.5' LT. LABEL $ 3 CABINET AS #0101. 2 (2 ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY TRANSFORMER. COORDINATE —� -------- - -- - WITH PSE FOR SERVICE CONNECTION. L I '� I POLE SHI FTED 'la 'C-A. rr Sipe of Rxnrtia ' POLE SCHEDULE / j • --- - - ---- ----- - -- - -n a: - -- -- - — ---------------- - ------------------ 2 v) I I I I POLE NO. o.. N. E- 3 Rf LL-z sE LAMP WATTAGE 00 �E MAST ARM I--- Q 2797B N.E 3RD CT. 4 +89 22.5' LT I w a� 25' 8' 1 2 27888 a E 10 +9�1-4y 22.5' ft m'E M -C -III 25' 8' EXISTING 3 °N o� AMBERWOOD .PLAT CONSTRUCTION NOTE CT. - -- — I — -- CONSTRUCTION NOTES -------------------- r, - -- - - - - I I 'I O INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT N.E. 3RD CT., STA. 6 +20, 22.5' LT. LABEL $ 3 CABINET AS #0101. 2 (2 ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY TRANSFORMER. COORDINATE —� -------- - -- - WITH PSE FOR SERVICE CONNECTION. L I '� I POLE SHI FTED 'la 'C-A. rr Sipe of Rxnrtia ' POLE SCHEDULE / j • --- - - ---- ----- - -- - -n a: - -- -- - — ---------------- - ------------------ 2 v) I I I I POLE NO. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. 1 2797B N.E 3RD CT. 4 +89 22.5' LT 100 M -C -III 25' 8' 1 2 27888 ROSARIO PL. N.E. 10 +9�1-4y 22.5' ft 100 M -C -III 25' 8' 1 3 2790B ROSARIO PL. N.E. 12 +52.5 29.5' RT. 100 M -C -III 25' 8' 1 -------- ------ - - -_.© II �_�a ° .. i WIRING SCHEDULE 3 f- --- -- 1 I,- . .. .. - - - -- - -.. .._ \ - - -- - - -1 - - - --------- - - - - -- I . ! is RUN NO. CONDUIT CONDUCTORS REMARKS 1 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL 2 1.5" PVC (SCHEDULE 40) 2 - #8, 1 - #8 GREEN' 3 1.5" PVC (SCHEDULE 80) 2 - #8, 1- #8_GREEN 4 2" PVC (SCHEDULE 40) 3- 2 SERVICE ENTRANC 5 1.5" PVC (SCHEDULE 46) 1 - #0° &Reer't SERVICE GROUND 1.5° PVC (SCHEDULE 46) SPARE FOR FuruRE 7 1" PVC (SCNEDVLE 4-0) 2-08, 1 - 1*8 6RIz-EM, 3-4012 PHor'oCc- $ 0 PvC (SCNEDULf 4-0) 2-08 , 1- 118 6ReeA! 1 RECD ME NDED OR APPROVAL 12 I 6Y DATE BY DATE a rQR 1 i -- BY DATE r 4F32(6404 0 20 40 80 o �Q-P�, WA y Z 30730 RfGISTERF'�. 4. ST/OVAL E��\ 12-rb-oS EXPIRES 01/31/07 ROLL 2 0,7 FR 323 RECORD DOCUMENT BY ` DATE Y - /0 -07 H E HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte @comcast.net 05 -3ZS" _ T 32auo/ SCANNED MAY 0 12006 W JUN 211117 l/ 11 , :1 i < �o oq H M�/►�' W I E O M °N SIZE AS R/W LINE s of TYP. CONC. PAD 4 a REQUIRED 0.188 WALL BRACKET 'I 8 20 ALUM. ALLOY 6063 -T6 SIDEWALK CURB 10' UTILITY EASEMENT 4 -1/2" 2" N P S O.D. SLIPFITTER BROADWAY R/W 1/2" BNC LOCKBOLT 5' -9" RADIUS r 10' GR. 18-8 S.S. ° FLUSH JOINT V -2" CURB C/7 4-1/2" O.D. % QUIICKKDISCONNECT SIDEWALK 1 Q 10 AMP IN LINE FUSE TO LUMINAIRE KITS S.E.C. OR EQUAL R/W LINE 1'_2" d _ TAPERED ALUM. POLE TYPICAL DESIGN "B" JUNCTION BOX 1/4" MINIMUM GROUND LUG HOLE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW 2' TO 4' OVERHANG 0 z O O O 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 25 -0 DRAIN CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS UNDER POLE TOP OF CONCRETE H' 6:5' % SL' 3: Q 18' -3° SHAFT 4" CONCRETE PAD BASE gOUNDATIION WITH TOP OF SIDEWALK FACE OF CURB TO m 5„ OR CURB. H 25' 30' 35' 40' CENTER OF OLE SL 18--3"1 23' -3" 28' -3" 33'_3• IIII =_ -III -IIII° J -IIII= III - 1111`° #8 GREEN III III -11= I II= IIII =IIII III- IIII °I(II =1UI T 0.188 0.188 0.219 0.219 1' -2" .. 151 HANDHOLE. 41/x6" OPENING G ROUND WIRE ° 1111= = GROUND 2' TO 4' TAPERED ALUM. POLE OVERHANG T' WALL ALLOY 6063 -T6 o W /COVER AND S.S. SCREWS 8" O.D. CLAMP 4, SATIN GROUND FINISH H, STREET LIGHT CONDUIT BASE FLANGE ALLOY 356 -T6 WITH GROUND UG 2-(SIZED AS'REQ'D ) PVC CONDUIT HANDHOLE 4 "x61/ SL' COVER OPENING W COVER W/ TRENCH DEPTH 24" BOLT COVERS & S.S. SCREWS LIGHTING SYSTEM WIRES TO CONTACTOR SYSTEM & S.S. SCREWS. TYPICAL STREET LIGHT -.I I-- 11 -1/4" SQ. 11" TO 12" DIA. CONCRETE FOUNDATION GROUND LUG INSIDE POLE FOUNDATION LOCATION a ° 3' SQ. I' 1' -6" w 0 ° BOLT CIRCLE 4 1/2'` OF BOLT ABOVE COPP R -CLAD R IA. GROUND ROD Z 00 s o E 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ° STREET LIGHT �a ANCHOR BOLTS WITH 4' CONDUIT TRENCH DEPTH 24" Z �w NUTS AND WASHERS 4„ = 1- w as ALTERNATE STREET CROSS SECTION (MODIFIED) a E STANDARD 25 FOOT DAVIT POLE TYPICAL LIGHTING UNDERGROUND SYSTEM LIGHT BASE AND JUNCTION BOX LOCATIONS A �'. 'E o E C ADOPTED CPTY RENTON ♦ � ♦ • Y ADOPTED CrrY OF RENTON ♦ � ♦ • ADOPTED + CITY OF RENTON •♦ Standard � � UL Standard plans SsT �ATe:PZ plans LST DATE: 1 2/96 0 LST-DATE: ` 10/30/96 DATE REVISION BY APPR DWG. NAME: JR -02 SP 'PAGE: J003 DATE REVISION /se BY APPR' DWG. NAME: JR -06 SP PAGE: J007, DATE REVISION BY APPR D DWG. NAME: JR -35 SP PAGE: JO 144 ° �m a �g 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50 OR ABOVE. TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0' VARIABLE 3 -0 1•_6•' MIN. 2•• NUMBERING EXAMPLES T32% os o z�§ BRACKET CABLE 1' P 1' 1' - 4 2" BY 3 " / REDUCING WASHER 4 7 C LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER ° . � � ° FRONT VIEW SIDE VIEW Gm OWNED OWNED "B" w u g CURB o °y� TYPICAL JUNCTION BOX CONCRETE PAD �h -3' 0 " —�I I--- 3' -o "-I RECOMMENDE FOR APPROVAL BY DATE /�- a2o -os a Q 3/4" ROMEX CONNECTOR WITH LOCKNUT MOUNTING + 9� F 4' �: ° ..�. °... A °..,e ...o BY V422vk DATE p w o 3/4" HEIGHT 15 FEET 450 FRONT VIEW SIDE VIEW BY DATE RECORD DOCUMENT m TRAFFIC SINGLE OR DOUBLE MAST ARM AS REQUIRED FLOW 13/;' -2" PLAN VIEW I ~�I TYPICAL JUNCTION BOX "C" CONCRETE PAD BY ICOGCt ��`�°^e DATE x-10-°7 -4 0 =i h —3' 0 " -�I elf °SN�S�A DECALI RELECTORIZED I , T ri GOTHIC GOLD 2 _ 2 jz 2%' -3" z z FOR DOUBLE MAST ARM, INSTALL 2ND CABLE OR WHITE LEGEND 2 o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ON BLACK FRONT VIEW SIDE VIEW > ARE ON SAME CIRCUIT BACKGROUND Fss /oNALENO' 12-14-05' MAST ARM WIRING DETAIL EXPIRES 01/31'0' TYPICAL CONCRETE PAD DETAILS HIEHERMAN STRAIN RELIEF DETAIL STREET LIGHT STANDARD DECAL NUMBERING SYSTEM TRAFFIC ENGINEERING a ADOPTED ADOPTED o ADOPTED U 15324 Southeast 1 33rd Court, Renton, Washington 98059 CITY OF RENTON ♦ :� ♦ CITY OF RENTON ♦ ♦ • MY OF RENTON ♦ ♦ "re Standard plans N1 LST DATE: 10/30/96 '` Standard plans N1 LST DATE: 12/96 Standard plans NT LST DATE: 10/30/96 425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net o Z T y p DWG. NAME: JR -05 SP PAGE: J006 T q P DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE; J015. ROLE 207 FR 324 VN- 1-7L7tO� '"a -•"� �'•!�PlW{�rJC�T�. vac�uv 4 � � o --� � N S a ^�so � H- J g �' W O � W z m I Q J J NOTES: LIGHTING STANDARD & JUNCTION BOX 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 7 Boxes shall be 28% minimum of overall thickness. Lidsupport membersshall be welded to the frame. O 4 Ovd O.OV D °O:v O 400DPSIconcrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded 'O �6 ov °OO ° a ° ev �Op wire fabric welded to the frame. d e °a ° °0. o e a e °d 'When noted inthe contract. Type 2 and Type 3 Boxes shall be provided with 12" deep o O O e D � z D- � extension boxes. PLAN VIEW pO O o °D° O D = '. o0 3' When noted in the contract. Type 2 Boxes shall be provlded with a 10' X 27 1/2" 10 O O 4 0 c? gage divider platecomplete with fasteners. ° -p o )Jon- concrete Boxes may be submitted for approval. Evaluation will include an H -20 n °D °,. Do °e ° o. ° ° aD e Load Test. o° o v b °v : °. o, : A ° o JUNCTION BoX DIMENSION TABLE I c I STREET LIGHT POLE JUNCTION BOX ITEM BOX TYPE TYPE t ALTERNATE A ALIERNAIE B TYPE 2 A Box Outside .Ten th 22" 22" 33" B Box Outside Width 17' 17" 22 1 2" C Box InsldeLen th 18" 19" 28" D Box Inside Width 13" 14" 17" ELid Len th 18" 18" 26 1 2" F Lid Width 13 "- 13" 17" G Box De th : - "" 12° 12° 12" H Lid& Frame De th - -5 16° 5. 16" 5 76" J WaIIThickness Min. 1 1 2° 1 1 2" 1 1 2" K Wire Reinforcement W -3 -W -25 W -2.5 L Le end -- SeeDetail- See -0etail See Detail �yj�I�� I L II E Ll 1 PLAN vlEw SIDE VIEW ° v ° - v v ° e P ° o � ''' DEEP 1 O Od ev° d � ° D D ,y� O v ° vo p e e e e i :: DI\�D \ \�� EPDXY FILL EPDXY FILL _ _ GENERAL NCITES INLINE SPLICE � - � - - 2. 4AB1�2 X1fi GAMVANIZED ANCHOR BOCTSLW /NUTST AND WASHERD) ON ALL SIDES WYE SPLICE 3. 4 t/4 TRIANGULAR SHAPED CORNER'LOCK -DOWN PLATES" q 1 .�y�L.�� � =ao ���� 4 -1/2 "X16 "GALVANIZED .ITEM - MATERIALS Box 6000P51 concrete See Notes -» Frame DiamondPlate Steel.- A786 s Lid Su ort 1 6'Min. Thick Steel. C; L or T. - A36 : •Lid Diamond:PlDte Stee6 -A786 Anchors '. Steel Wire or :Tee Plate Reinforcements ASTM A- .82Steel 1I11'' F�-i ELEVATION NEW " "a a" r � �"` �ra B taxnvEL PAD COMPACTED NOTES Ov0 O ° de O o°O ° o oe � IND VIDUA -L JUNCTION BOX - - o G,L, cII �- m o *GALVANIZED STEEL NIa o v o °,:. o° D:o o v o e o V e o -G,L. � Z ~ p �, �¢ LEGEND. DETAIL (Marx L) �i 'r- " °mi -I.: TYPICAL .NNCDON BOX WSTALLABON OETAIIS m TmEY Box 53, C.H, 1P 20 AMP BREAKER CBAB1020) � D � o e ° ° °e °D ° z - D a NOTE: CLASS 'B' .CONCRETE TO; BE USED IN PLAN VIEW z >'„? z SIGNALS � �� o TYPE'.'li•. abx 55. MILBANK METER ENCLOSURE CMS- 2•r -TB) � o e° x De CONSTRUCTION OF PAD 15324 Southeast 133rd Court, Renton, Washington 98059 I �_ LLJ n ui �.LL LGHTNG -aR HWK DETAIL PLAN SYMBOLS 57. GFCI. RECEPTACLE 20 AMP CLEVITON 6898 -D d c? O O CABINET FOUNDATION � L / � \p+o TS -LT TELEMETRY TRAFFIC sicNAL sysTEM LEGEND rzHm°P -`� C9810DPA32V02UD � D ° d 1 ' CONCRETE PAD "DETAILS 0 L� 61, SOUTHC❑ DUUR S.S: HINGE CF6 -3 -ll 7013 64, STAINLESS STEEL HANDLE 65, DEAD BULT LOCK "BEST" CSL7RL2 -626) 66. SQUARED TERMINAL BLOCK 67. SQUARE D END CAP � _� JUNCTION BOX DETAILS o ° ° °v o v ° q V �� �E �IV � �,. � T� F L tte th t /B" Weld Imo' , B d Grnd ffDemeaa P � Y ADOPTED \ CITY OF RENTGN a * � � e.Do 1' PLAN VIEW Y ADOPTED : CITY OF RENTGN * �, � '�o ® E, � tt bef f ming IdtteES. ;p- Standard plans 21.DO 8.00 Standard plans 4. 0 DISTRIBUTIGW MANUFACTURING, INC. CONTRACTORS 1820 BICKEORD AYE SNOHOMISH WA (360)568 0572 Far (360)568 -0577 PURCHASE UR ➢ERA a � ILIDMINAnoN sysTEM LEGEND REVISION BY APPR' 1ST DATE:1 1 X89 DWG_ NAME: JR -36 SP PAGE: J016: DATE REVISION. BY APPR'D T LST DATE: 10�30�96 DWG: NAME: JR -07 SP PAGEd008- neTC i :: DI\�D \ \�� EPDXY FILL EPDXY FILL _ _ GENERAL NCITES INLINE SPLICE � - � - - 2. 4AB1�2 X1fi GAMVANIZED ANCHOR BOCTSLW /NUTST AND WASHERD) ON ALL SIDES WYE SPLICE 3. 4 t/4 TRIANGULAR SHAPED CORNER'LOCK -DOWN PLATES" q 1 .�y�L.�� � =ao ���� FUSE KIT & SPLICE KIT DETAILS � Y ADOPTED CPfY OF RENTGN f � 4 ,p— fiiandard plane N LST DATE: 17 /5/96 DWG. NAME: JR -12 SP PAGE: J013 • STREET LIGHT CONTACTOR CABINET AND CABINET FOUNDATION Y ADOPTED �� CITY OF RENTGN f !% �� � stenaeBa plane N.� [ST DATE: 72/96 DWG. NAME: JR -09 SP PAGE: J010 -• s B.M.I. EURTN CITY -OF RENTGN SUBMITTAL 4 -1/2 "X16 "GALVANIZED CITY OF RENTGN ELECTRICAL SERVICE CABINET NOTES ANCHOR BOLTS CONDUIT ENTR. RECOMMEND FOR APPROVAL BY G,L, cII �- AREA' NIa A a v o Ao e o V e o -G,L. 000e BY DATE 53, C.H, 1P 20 AMP BREAKER CBAB1020) 3 13 � PLAN VIEW 54, C,H, 1P 15 AMP BREAKER. <BAB1015) >'„? z SIZE T❑ SIZE TU1 RECORD DOCt1MENT 55. MILBANK METER ENCLOSURE CMS- 2•r -TB) FIT CABINET FIT CABINET 15324 Southeast 133rd Court, Renton, Washington 98059 56, HUBBELL SWITCH CCS1201 -D FRONT VIEW SIDE VIEW ENO It•I(•Oi E%PIRES 01/31/0]. 57. GFCI. RECEPTACLE 20 AMP CLEVITON 6898 -D BY CABINET FOUNDATION 58, SQUARE D LIGHTING CONTACTOR FUSE KIT & SPLICE KIT DETAILS � Y ADOPTED CPfY OF RENTGN f � 4 ,p— fiiandard plane N LST DATE: 17 /5/96 DWG. NAME: JR -12 SP PAGE: J013 • STREET LIGHT CONTACTOR CABINET AND CABINET FOUNDATION Y ADOPTED �� CITY OF RENTGN f !% �� � stenaeBa plane N.� [ST DATE: 72/96 DWG. NAME: JR -09 SP PAGE: J010 -• s B.M.I. EURTN CITY -OF RENTGN SUBMITTAL CITY OF RENTGN ELECTRICAL SERVICE CABINET NOTES � � � RECOMMEND FOR APPROVAL BY 49, 225 AMP COPPER BUSSING 18 PLCS .PANEL !o1- a..o -OS 50, C,H 2P 100 AMP MAIN <BAB2100) 51. C.H. 2P 20 AMP BREAKER CBAB2020) O 52, C,H, 1P 50 AMP BREAKER (BAB1050) BY DATE 53, C.H, 1P 20 AMP BREAKER CBAB1020) 3 13 � DATE 54, C,H, 1P 15 AMP BREAKER. <BAB1015) >'„? z HERMAN TRAFFIC ENGINEERING RECORD DOCt1MENT 55. MILBANK METER ENCLOSURE CMS- 2•r -TB) a- 9Oe- aF�STEft� °.��� 3g70NAL 15324 Southeast 133rd Court, Renton, Washington 98059 56, HUBBELL SWITCH CCS1201 -D � -/b-o7 ENO It•I(•Oi E%PIRES 01/31/0]. 57. GFCI. RECEPTACLE 20 AMP CLEVITON 6898 -D BY DATE 58, SQUARE D LIGHTING CONTACTOR C9810DPA32V02UD cam; �- 328�/o3sGANNEeMAY n 1 �nnl: 0 L� 61, SOUTHC❑ DUUR S.S: HINGE CF6 -3 -ll 7013 64, STAINLESS STEEL HANDLE 65, DEAD BULT LOCK "BEST" CSL7RL2 -626) 66. SQUARED TERMINAL BLOCK 67. SQUARE D END CAP �. q 70, 1 °X,25" GASKET CONTRACTOR IS RESPONSIBLE ° .O® e.Do 70 VERIFY METER ARRANGEMENT '�o ® 0 16.oD MEETS EUSERCREQUIREMENTS APPROVED HY: PUGET SOUND ENERGY TACOMA POWER JOB NAME. CITY OF RENTGN ROWNFIE LD 21.DO 8.00 10.50 �I 4. 0 DISTRIBUTIGW MANUFACTURING, INC. CONTRACTORS 1820 BICKEORD AYE SNOHOMISH WA (360)568 0572 Far (360)568 -0577 PURCHASE UR ➢ERA 6.D0m•75x1.25 2.00 TYP 1.00 O. TyP MATERIALS .125 5052 -H32 ALUM. TiISDRAWING IS THE. PROPERL7' OF. BROWNFlELD MANUF�ICTURING, INC: AND li'S SUBMISSION DOES NOT GRPNLiHE RIGHL TOMNKE USE, OR SELL WHAT IS THE PRIOR WRRTEN CDATINGTYPE: TYP 16 00' DRAWN. HY� MEKKI AL -AZADI HARDWARE! OIJANTITYi REPR6ENTE0 HERE IN WITHOUT CONSENT OF BROWNFlELD MPNUFACNRING LNG 13.004.00 FINISHIMILL SCALE = NONE DRAWING ND.I ALL nIMENSmNS WORKING DRAWINGS BUIL ARE IN ➢ECIMRL INCHES TG THESE CDLGR DATES OCT 24, 200 PAGES DF: B.M.I. EURTN CITY ,OF RENTGN SUBMITTAL BASER MAIN BREAKER SCHEDULE TG SERN]CE VDLTAGD -24 Ba I G Ai.w GN PHOTO CELL a "°ITT'" eu r mR z P H W G x VGLTANPS :BREAKER KiI CONNECTION KT BRERi¢R GSTAMPS HESCRIPileN AMP POLE N6 A B D. AMP P0.E CRIPTIOx 1920. N2 ']qq0 15A LIGHTING A B q TEST 19z a B 2 5 R IYdI geaa RE EPTICAL LIGHTING. H. Isze B Ism SWITCH I Po s Ia Isla LIGHTING SOA LIGHTING. C Iszo z M 20A LIGHTING A - 20A LIGHTING B 2oA LIGHnNG c SIGNAL s>eo sBW ATa9 20A HHS A W VA 6H MgIN.BREMtER. I0a AMP LWE PNPS taa AMP BITS B 12480 yq LDCATIHN TOP GEED HASING S LIGHTING D qe Baseo srzE KvA BENAHHINGL La souRLE� HMXEMS 20A NOTES: 49, 225 AMP COPPER BUSSING 18 PLC PANNEL 50, C,H, 2P 100 AMP MAIN CBAB2100) CONTRACTOR IS RESPONSIBLE I G 51: C.H. 2P 20 AMP BREAKER <BAB2020) TO VERIFY METER � F 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT '©j 53, C.H. 1P 20 AMP BREAKER (BAB1020) GRDUN➢ BAR ° 51 50 se 54, C.H. 1P 15 AMP .BREAKER CBAB1015) ° 55. MILBANK METER .ENCLOSURE CMS- 24 -TB) 56: HUBBELL SWITCH ccS12o1 -I) MEETS EUSERC REQUIREMENTS 57, GFCI. RECEPTACLE 20 AMP CLEVITON 6898 -I APPROVED BY: ° PUGET SOUND ENERGY 58, SDUARE D LIGHTING CONTACTOR (9810DPA32Vl12UI) TACOMAPOWER 61. SOUTHCU ODOR S.S: HINGE <F6 -3 -1> s1 64, STAINLESS STEELHANDLE s7 sB 65, DEAD BOLT LOCK °BEST' CSL7RL2 -626> s7 as 66, SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1 °x.zs' GASKET RO WNFIELD MANUFACTURING, INC. O 66 57 56 ® 1820 BICKFORD AYE SNOHOMISH WA (360)568-0572 Fax (360)568-0577 • MATERIALS THIS DRAWING IS THE PROPERLY OF BROWNFIELD D I � a O A I COATING TYPES MANUFgCNflING, INC. AND R'S SUBMISSION DOES NOT GRAM THE RIGHT TO WJCE USE, OR SELL WHAT IS DRAWN B71 MEKKI AL -AZADI REPRESENIEO HERE IN WTR10Ur THE PRIOR WRITTEN HARDWARES DUANTITYi CONSEM OF BROWNFIEID MANUFPLNRING INC: " 5a " FINISHi SCALE =NONE DRAWING ND.I ° COLORS ALL ➢IMENSIDNS WORKING DRAWINGS BIIB_ ARE IN DECIMAL DATE: UCT 24, 200 PAGE: OFD INCHES TO THESE FR 32 Fa Jua � s �n'v 1r ' I —' , - J. ® ' ,y � 0 � � , '^' O °d oq v, � ' H ' w� ', l`� ,� �l CITY OF RENTGN ELECTRICAL SERVICE CABINET � � � RECOMMEND FOR APPROVAL BY DATE !o1- a..o -OS BY DATE ��� MARASA!y�4+ h4 - BY DATE >'„? z HERMAN TRAFFIC ENGINEERING RECORD DOCt1MENT a- 9Oe- aF�STEft� °.��� 3g70NAL 15324 Southeast 133rd Court, Renton, Washington 98059 � , ,'A- /�0(%�Wf � -/b-o7 ENO It•I(•Oi E%PIRES 01/31/0]. 425- 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net BY DATE A'u'T- '�264ph cam; �- 328�/o3sGANNEeMAY n 1 �nnl: FR 32 Fa Jua � s �n'v 1r ' I —' , - J. ® ' ,y � 0 � � , '^' O °d oq v, � ' H ' w� ', l`� ,� �l