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Home My WebLink AboutzT-3392SetM J r a a D wz y 00 0 E"t 3 ✓4 a W 3 /�y a p-1 rn c D] a c c a a �w o � 4' O a Z Z jr W U U =Z W G o � �U WJ m r a a D wz y 00 0 E"t 3 ✓4 a W 3 /�y a p-1 rn c D] a c c a a �w o � 4' O a z 0 V5 w U G m �U m qRU m N E mmm m N � N z O N 0 M M m Y U U U m z 0 V5 w d O 4i ? _ ° a ZU00�.^ -W ZJW� aD tip Ql o Wy3o ^cn S °x Cc N bYOQQ (L 4 0 ROADWAY CAMWEST LLU M NAT ON MART N RENTON, SHEET INDEX L1 COVER SHEET 12 ILLUMINATION PLAN L3 DETAILS 11-4 DETAILS WA 40 5 ' SITE ---" NE 4TH ST a x ' D m i N m VICINITY MAP N.T.S. 169 P LAT RECOMMEND® FOR APPROVAL By; �I�S �. Blf+...� Date: By: Date: By: Date NE 5TH PL ILLUM SHEET IL1 G m m m N m N � N z O N Z d O 4i ? _ ° a ZU00�.^ -W ZJW� aD tip Ql o Wy3o ^cn S °x Cc N bYOQQ (L 4 0 ROADWAY CAMWEST LLU M NAT ON MART N RENTON, SHEET INDEX L1 COVER SHEET 12 ILLUMINATION PLAN L3 DETAILS 11-4 DETAILS WA 40 5 ' SITE ---" NE 4TH ST a x ' D m i N m VICINITY MAP N.T.S. 169 P LAT RECOMMEND® FOR APPROVAL By; �I�S �. Blf+...� Date: By: Date: By: Date NE 5TH PL ILLUM SHEET IL1 V 0 0 a 1 0 6 a M GV O Y � —1 N O v ZZZ OQ Q 0- �= Z Hcl) w3 Z QO D Uz J W cr a 7 � Y O 3 E4 EU 0H4 WWN D_ Fi m v m C !qv 1l c 0 a ILLUMINATION PLAN CAMWEST MARTIN PLAT NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON T"`\ # 1 0 »s q6 I'i } Q� NJ ^W �O I� J a m CONSTRUCTION NOTES OINSTALL LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND CITY OF RENTON STANDARD PLANS, SHEETS IL3 AND IL4. TOP OF FOUNDATION SHALL BE FLUSH WITH TOP OF SIDEWALK. THE POLE SHALL MEET ALL REQUIREMENTS OF A CITY OF RENTON m m m m U t STANDARD PLAN J -002. U U U .. 3� INSTALL SERVICE CABINET PER CITY OF RENTON STANDARD PLANS, SHEETS IL3 AND IL4. d ti G. POWER SOURCE, APPROXIMATE LOCATION SHOWN. FURNISH AND INSTALL CONDUIT AND CONDUCTORS TO POWER SOURCE LOCATION, AND COORDINATE POWER SOURCE CONNECTION ¢ ✓f��H�.� PROyy WITH PSE. M O N ¢ UIVIUI Z W x o a W jM Ve,Mj W ZroeV, W _ I Y W W C b m O W N 3 an ^H 3 0= at NZbYOQR c ° Q. �l NE 5TH CIRCLE ILLUMINATION POLE SCHEDULE LUM. POLE N0. ROAD STATION POLE OFFSET z I ARM VOLTAGECIRCUIT 1 TYPE /WATTAGE CITY OF RENTON LUMINAIRE IDII 1 0 01 +47.5 19.0' RT 25' 8' 240 A Ln 4658 LED m m N s m N N O z O F N K � o i z C Z W x o a W jM Ve,Mj W ZroeV, W _ I Y W W C b m O W N 3 an ^H 3 0= at NZbYOQR c ° Q. �l NE 5TH CIRCLE NEW LUMINAIRE ILLUM A WIRING DIAGRAM CABINET ID = 0103 ILLUMINATION WIRE SCHEDULE ILLUMINATION POLE SCHEDULE LUM. POLE N0. ROAD STATION POLE OFFSET MOUNTING HEIGHT I ARM VOLTAGECIRCUIT 1 TYPE /WATTAGE CITY OF RENTON LUMINAIRE IDII 1 SE 125TH STREET 01 +47.5 19.0' RT 25' 8' 240 A LUMEC ROADSTAR GPLS- 40W3OLED4K -LEH3- SCALED 4658 LED NEW LUMINAIRE ILLUM A WIRING DIAGRAM CABINET ID = 0103 ILLUMINATION WIRE SCHEDULE Q NO RACEWAY CONDUIT SIZE ILLUM # 8 EQUIP. GROUND 8 SVC #2 1 2" SCH40 PVC 2 1 ILLUM B (SPARE) 2 2" SCH40 PVC NOTE 3 SERVICE BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 1ODA - -- ILLUM A 2P -20 AMP 30 AMP ILLUM B (SPARE) 2P -20 AMP 30 AMP ILLUMINATION LEGEND ® TYPE i JUNCTION BOX LUMINAIRE POLE - - - - - CONDUIT /CONDUCTOR ® ELECTRICAL SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER AWIRE NOTE GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS, 1- 800 - 424 -5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10, THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE EARLIEST POSSIBLE DATE. N i 10 40 0 20 60 SCALE: 1 " =20' T- 3392021 FeQQMMMD® FOR APPFiOYAL By: 411411 Data ✓_f By: �• �'� Date: 6 /6 so�� By: Dote NE 5TH PL ILLUM SHEET IL2 V 9 i 0 6 6 0 a O $ z J ErO� �za z W 3O a z U� � W J O 0 3 E—N U c 1 y C a a #� o � 4' �3 p x G 1 y�� mlml m O Z ti _ A , LI■ T NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUG - CLEAR EPDXY SPUCE KITS ON ALL THRU WWE RUNS 2" MIN. GROUT UNDER POLE BASE 4" CONCRETE PAD 5. 9" = II'�B�I�III as °j Mil COPPERS ° III.IIII =IIII GROUND WRE GROUND 1 #8 GROUND MRS, CLAMP Z W K IZ- O M R W O M a M F W 2 � v 00 ^ I _ W WQ 00 Q m Do Z W C�z b h 3 ^ 3 = QNSZ�.MU 04 Q.Z,cz u N IDYOQR K X40 � U v 2- (SIZED LIGHTING WIRES TO PVC CONDUIT II SYSTEM LUMINAIRE 1/4" MINIMUM DRAIN HOLE - 5rs1EM \ II TYPICAL LIGHTING UNDERGROUND SYSTEM CONTACTOR ADOPTED CONCRETE utr or>aatox �8" COPPER -CLAD FOUNDAPON 3' S0. OR DIA.� urnvcw w GROUND ROD J I rz BY PR DING. NAME: J000 SP PACE: JOW LIGHT o i° YOVOOV °O°o LTG BOX 70. , A SITE AS REQUIR-E+D PLAN I S 3' -I 8 vfl 4 0.188 WALL BRACKET 5lG� Ok o I JN ALUM. ALLOY 6063 -T6 i— 1.. \� IRCJTRAL� GREEN JACKET tGROUND) U, O.Df2" 2" N.P.S. - C. ¢ STREET LIOHTIYG CONTACTOR SUPFITTER CABINET SCHEMATIC - 5' -9" RAS ADOPTED 4 q 1/2" BNC LOCKSOLT Q'Y OF REMMN t mlml m O Z ti _ A , LI■ T NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUG - CLEAR EPDXY SPUCE KITS ON ALL THRU WWE RUNS 2" MIN. GROUT UNDER POLE BASE 4" CONCRETE PAD 5. 9" = II'�B�I�III as °j Mil COPPERS ° III.IIII =IIII GROUND WRE GROUND 1 #8 GROUND MRS, CLAMP Z W K IZ- O M R W O M a M F W 2 � v 00 ^ I _ W WQ 00 Q m Do Z W C�z b h 3 ^ 3 = QNSZ�.MU 04 Q.Z,cz u N IDYOQR K X40 � U v 2- (SIZED LIGHTING WIRES TO PVC CONDUIT II SYSTEM LUMINAIRE 1/4" MINIMUM DRAIN HOLE - 5rs1EM \ II TYPICAL LIGHTING UNDERGROUND SYSTEM CONTACTOR ADOPTED CONCRETE utr or>aatox �8" COPPER -CLAD FOUNDAPON 3' S0. OR DIA.� urnvcw w GROUND ROD J I rz BY PR DING. NAME: J000 SP PACE: JOW TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD -D• „n�R 1 ° �q� ° FflOYi xEw soE xEw TYPICAL JUNCTION BOX •'B" CONCRETE PAD J-F T� L__J L_J HOXIT M. 9pf M. TYPICAL JUNCTION BOX "C" CONCRETE PAD 4 "T'� I TYPICAL CONCRETE PAD DETAILS OD L - L _ J ADOPTED AD OP 8 FPONi v1EV SIDE VIEV 81enEVG plw III DAM: 4/04 DATE REVISION BY APR DWG. NAME: J015 SP PAGE:JO15 S \OFNOiO�flFN1lN1�9PX \JF -]6n ...._ .... .. ......._..,. 16 ". MN. _................. LIGHT o i° YOVOOV °O°o LTG BOX 70. , A SITE AS REQUIR-E+D PLAN I S 3' -I vfl Il1MINAIRE 0.188 WALL BRACKET 5lG� Ok RINC COLOR ! U•� . I JN ALUM. ALLOY 6063 -T6 i— 1.. \� IRCJTRAL� GREEN JACKET tGROUND) U, O.Df2" 2" N.P.S. - C. GRVEN OR BARE WIRE (GROUND) STREET LIOHTIYG CONTACTOR SUPFITTER CABINET SCHEMATIC - 5' -9" RAS ADOPTED 4 q 1/2" BNC LOCKSOLT Q'Y OF REMMN t GR. 18 —e S'S. ---��y 'N PROM FLUSH JOINT7 t _2 `nSO" [sT ante ua�ua j( .....� ..... I nn'rc" I "-'F.mcam -- ie dTYn 4OIN Jett if' !' %E: rl'J71 O.D. TAPERED ALUM, POLE OA88 i WALL ALLOY 6063 -T6 SATIN GROUND FINISH 25 -0" i 3C D" 16 -3" 35 -0° t 23_3" 0-07 I 2& -3" t 33' -3" SHAFT 151 HANDHOUS, 4'x6" OPENING I W /COVER AND S.S. SCREWS 8" OD BASE FLANGE ALLOY 356 -T6 WITH /- GROUND LUG BOLT COVERS & S.S. SCREWS it" TO 12" , DM,, BOLT CIRCLE 4 1/2" OF BOLT ABOVE e CONCRETE PAD FINISHED GRADE (4) 1 "x42" BNC GALV. STEEL r ANCHOR BOLTS WITH NUTS q• AND WASHERS " PUBLIC WORKS STANDARD 25'- 40' DAVIT POLE STD' PLAN — 116 •4 DEPAR'PIdENT $ O APRIL 2008 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD -D• „n�R 1 ° �q� ° FflOYi xEw soE xEw TYPICAL JUNCTION BOX •'B" CONCRETE PAD J-F T� L__J L_J HOXIT M. 9pf M. TYPICAL JUNCTION BOX "C" CONCRETE PAD 4 "T'� I TYPICAL CONCRETE PAD DETAILS OD L - L _ J ADOPTED AD OP 8 FPONi v1EV SIDE VIEV 81enEVG plw III DAM: 4/04 DATE REVISION BY APR DWG. NAME: J015 SP PAGE:JO15 S \OFNOiO�flFN1lN1�9PX \JF -]6n ...._ .... .. ......._..,. 16 ". MN. _................. t f�'•- 2 MALE. v FEMALE CU iMCS I E CELL. .-, TERM. STRIP 1 � 4a I SWITCFI -S f2EC'PT. (l I� BREAKERS AS REO'O L1 - - UGNT j 4.. CONTAA CTORS NI AS R €O`D ' —f .,LRV.CE FEEDERS ,. RACEWAY WITH - --Ip qI- REMOVABLE YF F III Sh R \rIC E. C A B, N I } TYPE III SERVICE CABINET AD? R TY ADOPTED • �,V.�? 5'1'ANDA PIANS ibT DATE TN'Ca /Pi aP G.: AF' !O1? S PAGE; 012 , LIGHTING STANDARD & JUNCTION BOX �/ LIGHT o i° YOVOOV °O°o LTG BOX 70. , A d /e °do °o ° v ° °a PLAN VAIN S 3' i4 vfl Il1MINAIRE CG 5lG� Ok RINC COLOR ! U•� . I JN , i— \� IRCJTRAL� t f�'•- 2 MALE. v FEMALE CU iMCS I E CELL. .-, TERM. STRIP 1 � 4a I SWITCFI -S f2EC'PT. (l I� BREAKERS AS REO'O L1 - - UGNT j 4.. CONTAA CTORS NI AS R €O`D ' —f .,LRV.CE FEEDERS ,. RACEWAY WITH - --Ip qI- REMOVABLE YF F III Sh R \rIC E. C A B, N I } TYPE III SERVICE CABINET AD? R TY ADOPTED • �,V.�? 5'1'ANDA PIANS ibT DATE TN'Ca /Pi aP G.: AF' !O1? S PAGE; 012 , LIGHTING STANDARD & JUNCTION BOX �/ LIGHT o i° YOVOOV °O°o `JUNCTION BOX tJ c j— PHOTO -CEO. d /e °do °o ° v ° °a PLAN VIEW a ed e ' A O Oep u D e n °GOO p O' o D e0 3' '—' Rk'nREST NEAREST Il1MINAIRE Ok RINC COLOR ! U•� . STREET LIGHT POLE `JUNCTION BOX tJ c j— PHOTO -CEO. Y `O GROUND PLAN VIEW SIDE VIEW DEEP INDIVIDUAL JUNCTION BOX ov oo o °DoOVo AD o NOTE: CLASS 'B' CONCRETE A e Oe °p TO BE USED IN CONSTRUCTION OF PAD eo D De° e o p > e CONCRETE PAD DETAILS oeo ev v v ADOPTED t. CIfY OP @IiON ♦�♦ PLAN VIEW R; DWG. NAME: JOGS SP PAGE: J008 STRE .1 —h -' TING CO( I� vT,OR CABIN. -T WHO iNG SCI' _IVATIC -YPF Ili SERVICE 11 20 40 't /JL!' T �3 1 too A MAIN BRcAKER (I'!M) i 2 POLL 240 `fO.T R ORAIV4Ti SPEAKERS 120/24tl VOLT x T_ST :6 DOLE 5445TC`1- -_ -. -� ._.. I k A B A ..... ..#(- E - ERA!:NAL I��i Vj) ..... .. ............. rBr1l€ 0� a BLO(:K —� (n111 I Ii i? 1 i UTILITY PLUG (GF3) T- 339203 RECOMMEND® FOR APPROVAL By: Date: 6 /! By: Dote: By: Date NE 5TH PL ILLUM SHEET I0 (M.�l -33`�,l0 - OIRCU T WIRE4 TO UGHT.NG RUNS tJ c j— PHOTO -CEO. Y `O GROUND ON 400 '—' Rk'nREST NEAREST Il1MINAIRE Ok RINC COLOR ! U•� . A WHITE JACKET (NEUTRAL) B BLACK JACKET (LINE) GREEN JACKET tGROUND) U, RED JACKET (LOAD) - C. GRVEN OR BARE WIRE (GROUND) STREET LIOHTIYG CONTACTOR CABINET SCHEMATIC - SY.o �•D ADOPTED 4 q Q'Y OF REMMN 'N PROM `nSO" [sT ante ua�ua j( .....� ..... I nn'rc" I "-'F.mcam -- ie dTYn DWG. DAME Jett if' !' %E: rl'J71 T- 339203 RECOMMEND® FOR APPROVAL By: Date: 6 /! By: Dote: By: Date NE 5TH PL ILLUM SHEET I0 (M.�l -33`�,l0 - V S z 0 n a a H 0 a n i n d- s - YJ a CJ Z co Z _ /O,� Q QZ W m z 2 Z WHO Z U�� a J Y AO� E4 3 W o_ 04 � c v DO c Q ) C 9 c 0 a qg � �3 H �3 p Z Li x o a LU zN1VM W U0OO ^W JH GOn Q Z�W�W t,Om o3z3oo_1 2 'Nw �ox5 CL" W ;< U N es2a 0 N Q 2" N.P.S. SUPFITTER O p CAWEST MARTIN PLAT NORTHWEST Y, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON CABLE 2" BY 3/4" REDUCING WASHER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50° F 3/4" ROME% CONNECTOR OR ABOVE WITH LOCKNUT SINGLE OR DOUBLE MAST ARM AS REQUIRED DOUBL FOR DOUBLE MAST ARM, INSTALL 2ND CABLE STRNN RELIEF DUAL BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT. ADOPTED MAST ARM WIRING DETAIL R BYBaBx s,.ea..0 vM]• Im DeTC a /oa iE RRISION Fw pR v DWG. NAME: J006 SP PAGE: J006 DIAMETER = 7/8" I t'— a-7/8 "77� LOAD LINE FUSE KIT [VAIL I EV SION 3/8° X 2- LONG PIN HEX SECURITY SCREW S.S. (TYR)� I DRILL THREAD FOR 3/8" DIAM. BOLTS ATE I MSPN BY PAR FUSE KIT & SPLICE KIT DUALS ADOPTED crzr Pe smrtox aM tae en: RXIl wm• + /a+ DWG. NAME: J013 SP PAGE: J013 1/2° DIAM. HOLES COUNTERSUNK 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID TYPE 1 AND 2 HANDHOLE LOCKING DEVICE ADOPTED CRY OF REMbx MY U qu+ Isr UM 4/04 DWG. NAME: J011 SP PAGE: J011 JUNCTION BOX DIMENSION TABLE M A ITEM H M TYPE by A m NAMOND PLATE SLED. -Ann Z Li x o a LU zN1VM W U0OO ^W JH GOn Q Z�W�W t,Om o3z3oo_1 2 'Nw �ox5 CL" W ;< U N es2a 0 N Q 2" N.P.S. SUPFITTER O p CAWEST MARTIN PLAT NORTHWEST Y, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON CABLE 2" BY 3/4" REDUCING WASHER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50° F 3/4" ROME% CONNECTOR OR ABOVE WITH LOCKNUT SINGLE OR DOUBLE MAST ARM AS REQUIRED DOUBL FOR DOUBLE MAST ARM, INSTALL 2ND CABLE STRNN RELIEF DUAL BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT. ADOPTED MAST ARM WIRING DETAIL R BYBaBx s,.ea..0 vM]• Im DeTC a /oa iE RRISION Fw pR v DWG. NAME: J006 SP PAGE: J006 DIAMETER = 7/8" I t'— a-7/8 "77� LOAD LINE FUSE KIT [VAIL I EV SION 3/8° X 2- LONG PIN HEX SECURITY SCREW S.S. (TYR)� I DRILL THREAD FOR 3/8" DIAM. BOLTS ATE I MSPN BY PAR FUSE KIT & SPLICE KIT DUALS ADOPTED crzr Pe smrtox aM tae en: RXIl wm• + /a+ DWG. NAME: J013 SP PAGE: J013 1/2° DIAM. HOLES COUNTERSUNK 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID TYPE 1 AND 2 HANDHOLE LOCKING DEVICE ADOPTED CRY OF REMbx MY U qu+ Isr UM 4/04 DWG. NAME: J011 SP PAGE: J011 JUNCTION BOX DIMENSION TABLE M A ITEM H M TYPE m m m NAMOND PLATE SLED. -Ann z i.. TYPE 2 BO% WISDE B11wX 22 22 33 0 iJ' V7 " 22 1 2 C WX wSLE IEtICM 18 19 28 D BOX INSIDE WOTN 13 14 17 E DO LENGIH 18 18 g[-l- 2 F UO WIDTH 13 o u C Box DEPTH 12 t2 12 HUD W FAWE OEPM 5/16" 5 16 5 i6 J BVL IM3D�T IBT GOTHIC GOLD 2-TO 2 -1/2- 2-7/8" TO 3" / K MS PDMORCDIIXf GO DO W -2.5 '. L LEGEND W SEE MAI SEE EETML OF, BACKGROUND m a G GO c Q r, m M O Ul Co N a V x �( � m m m m N ME W ME� Z Li x o a LU zN1VM W U0OO ^W JH GOn Q Z�W�W t,Om o3z3oo_1 2 'Nw �ox5 CL" W ;< U N es2a 0 N Q 2" N.P.S. SUPFITTER O p CAWEST MARTIN PLAT NORTHWEST Y, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON CABLE 2" BY 3/4" REDUCING WASHER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50° F 3/4" ROME% CONNECTOR OR ABOVE WITH LOCKNUT SINGLE OR DOUBLE MAST ARM AS REQUIRED DOUBL FOR DOUBLE MAST ARM, INSTALL 2ND CABLE STRNN RELIEF DUAL BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT. ADOPTED MAST ARM WIRING DETAIL R BYBaBx s,.ea..0 vM]• Im DeTC a /oa iE RRISION Fw pR v DWG. NAME: J006 SP PAGE: J006 DIAMETER = 7/8" I t'— a-7/8 "77� LOAD LINE FUSE KIT [VAIL I EV SION 3/8° X 2- LONG PIN HEX SECURITY SCREW S.S. (TYR)� I DRILL THREAD FOR 3/8" DIAM. BOLTS ATE I MSPN BY PAR FUSE KIT & SPLICE KIT DUALS ADOPTED crzr Pe smrtox aM tae en: RXIl wm• + /a+ DWG. NAME: J013 SP PAGE: J013 1/2° DIAM. HOLES COUNTERSUNK 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID TYPE 1 AND 2 HANDHOLE LOCKING DEVICE ADOPTED CRY OF REMbx MY U qu+ Isr UM 4/04 DWG. NAME: J011 SP PAGE: J011 JUNCTION BOX DIMENSION TABLE M A ITEM H M TYPE BOX TYPE 1 FRAME NAMOND PLATE SLED. -Ann z i.. TYPE 2 BO% WISDE B11wX 22 22 33 0 iJ' V7 " 22 1 2 C WX wSLE IEtICM 18 19 28 D BOX INSIDE WOTN 13 14 17 E DO LENGIH 18 18 g[-l- 2 F UO WIDTH 13 13 17 C Box DEPTH 12 t2 12 HUD W FAWE OEPM 5/16" 5 16 5 i6 J BVL IM3D�T IBT GOTHIC GOLD 2-TO 2 -1/2- 2-7/8" TO 3" / K MS PDMORCDIIXf a W -2.5 W -2.5 '. L LEGEND SEE MM SEE MAI SEE EETML OF, BACKGROUND 151 FEET G GO m m Ul N a z � F N ME W ME� I Z Z Li x o a LU zN1VM W U0OO ^W JH GOn Q Z�W�W t,Om o3z3oo_1 2 'Nw �ox5 CL" W ;< U N es2a 0 N Q 2" N.P.S. SUPFITTER O p CAWEST MARTIN PLAT NORTHWEST Y, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. RENTON, WASHINGTON CABLE 2" BY 3/4" REDUCING WASHER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50° F 3/4" ROME% CONNECTOR OR ABOVE WITH LOCKNUT SINGLE OR DOUBLE MAST ARM AS REQUIRED DOUBL FOR DOUBLE MAST ARM, INSTALL 2ND CABLE STRNN RELIEF DUAL BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT. ADOPTED MAST ARM WIRING DETAIL R BYBaBx s,.ea..0 vM]• Im DeTC a /oa iE RRISION Fw pR v DWG. NAME: J006 SP PAGE: J006 DIAMETER = 7/8" I t'— a-7/8 "77� LOAD LINE FUSE KIT [VAIL I EV SION 3/8° X 2- LONG PIN HEX SECURITY SCREW S.S. (TYR)� I DRILL THREAD FOR 3/8" DIAM. BOLTS ATE I MSPN BY PAR FUSE KIT & SPLICE KIT DUALS ADOPTED crzr Pe smrtox aM tae en: RXIl wm• + /a+ DWG. NAME: J013 SP PAGE: J013 1/2° DIAM. HOLES COUNTERSUNK 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID TYPE 1 AND 2 HANDHOLE LOCKING DEVICE ADOPTED CRY OF REMbx MY U qu+ Isr UM 4/04 DWG. NAME: J011 SP PAGE: J011 JUNCTION BOX DIMENSION TABLE M A ITEM H M TYPE BOX TYPE 1 FRAME NAMOND PLATE SLED. -Ann DD SUFPLftf i.. TYPE 2 BO% WISDE B11wX 22 22 33 8 mX OD6DE M1DM iJ' V7 " 22 1 2 C WX wSLE IEtICM 18 19 28 D BOX INSIDE WOTN 13 14 17 E DO LENGIH 18 18 g[-l- 2 F UO WIDTH 13 13 17 C Box DEPTH 12 t2 12 HUD W FAWE OEPM 5/16" 5 16 5 i6 J BVL IM3D�T IBT GOTHIC GOLD 2-TO 2 -1/2- 2-7/8" TO 3" / K MS PDMORCDIIXf W -3 W -2.5 W -2.5 '. L LEGEND SEE MM SEE MAI SEE EETML ITEM BOX PM BLD PB tlJAT.HiE SEE NOIFS FRAME NAMOND PLATE SLED. -Ann DD SUFPLftf i .PBX SPBC L «L-Alfi LID pWA0N2 PULE $TELL -A766 ANCHORS I Steel HIre or Tee Plate � ASIM A -02 Steel YPtYMIiL LU ]I CCL NUMBERING EXAMPLES i" NOM. L_�1" NOM. LEGEND DETAIL (M•M U SIGNALS T S_ 1 NOM. LIGHTING T TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND -FORM LETTERS WITH 1 /8" WELD BEAD. GRIND OFF DIAMOND L PATTERN BEFORE FORMING LETTERS, 1" NOM. i" NOM. ILLUMINATION SYSTEM LEGEND FLOW PLAN VIEW GATE I REVISION APPR STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED CITY or RfiN1YN ♦♦ M DAM : 4/04 DWG, NAME: J009 SP PAGE: J009 1 I L_ �I NOTES: y(fI 1. All DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS. 2. THE NOTED UD THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2 BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS. PLAN VIEW 3. LID SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME. 4. 4000PS1 CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 X 6 - W3 X W3 WELDED WIRE FABRIC WELDED TO THE FRAME. 5. WHEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 12" DEEP . "- EXTENSION BOXES. 6. NOTED IN THE CONTRACT. TYPE 2 BOXES SHALL BE PROVIDED WITH A 10' x 27 1/2/" 10 GAGE E DIVIDER PLATE COMPLETE WITH FASTENERS, 7. NON - CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H -20 ELEVATION VIEW LOAD TEST. 3° 6" MIN. MAX 8 MA. 2.. 3" MIN. MAX. TYR. BE ENDS ON CONDUIT 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS w TYPE T BOX O TYPE 'II' BOX 1100116, 1 "LONG PLAN SYMBOLS HOOK DETAIL (2 saes Pm UW DATE i REVISION APPR JUNCTION BOX DETAILS ADOPTED ••�� CITY nP PBNMN YYYY �-�- slmaua WeN IF nAn: +/a DWG. NAME: J016 SP PAGE: JOi6 T- 3392041 By: By: Dote NE 5TH PL ILLUM SHEET U LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED - 1- 3/4 "TO 2" DECAL: RELECTORIZED GOTHIC GOLD 2-TO 2 -1/2- 2-7/8" TO 3" / OR WHITE LEGEND CURB ON BLACK MOUNTING OF, BACKGROUND 151 FEET i" NOM. L_�1" NOM. LEGEND DETAIL (M•M U SIGNALS T S_ 1 NOM. LIGHTING T TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND -FORM LETTERS WITH 1 /8" WELD BEAD. GRIND OFF DIAMOND L PATTERN BEFORE FORMING LETTERS, 1" NOM. i" NOM. ILLUMINATION SYSTEM LEGEND FLOW PLAN VIEW GATE I REVISION APPR STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED CITY or RfiN1YN ♦♦ M DAM : 4/04 DWG, NAME: J009 SP PAGE: J009 1 I L_ �I NOTES: y(fI 1. All DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS. 2. THE NOTED UD THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2 BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS. PLAN VIEW 3. LID SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME. 4. 4000PS1 CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 X 6 - W3 X W3 WELDED WIRE FABRIC WELDED TO THE FRAME. 5. WHEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 12" DEEP . "- EXTENSION BOXES. 6. NOTED IN THE CONTRACT. TYPE 2 BOXES SHALL BE PROVIDED WITH A 10' x 27 1/2/" 10 GAGE E DIVIDER PLATE COMPLETE WITH FASTENERS, 7. NON - CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H -20 ELEVATION VIEW LOAD TEST. 3° 6" MIN. MAX 8 MA. 2.. 3" MIN. MAX. TYR. BE ENDS ON CONDUIT 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS w TYPE T BOX O TYPE 'II' BOX 1100116, 1 "LONG PLAN SYMBOLS HOOK DETAIL (2 saes Pm UW DATE i REVISION APPR JUNCTION BOX DETAILS ADOPTED ••�� CITY nP PBNMN YYYY �-�- slmaua WeN IF nAn: +/a DWG. NAME: J016 SP PAGE: JOi6 T- 3392041 By: By: Dote NE 5TH PL ILLUM SHEET U