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HomeMy WebLinkAboutT-345004o_ n M NOTES: ���WAS, G J All dimensions are minimum. Exact configurations vary among different manufacturers. �ra�fAEX y/y The noted lid thickeners overall minimums. The Diamond Pattern for Type t or Type 2 EPDXY FILL EPDXY FILL Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. NORTHWEST - W 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded TRAP-R-C 251 wire fabric welded to the frame. ONAL EaG When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep 10104 -111th Ave. N.E., Kirldand, WA 98033 ss / INLINE SPLICE extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 Phone: 425.522.4118 Fax: 425.522.4311 EXPIRES: 9/15/12 WYE SPLICE gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 FUSE KITS SPLICE KIT Load Test. U) J QUICK DISCONNECT A 10 AMP IN LINE FUSE TO LUMINAIRE JUNCTION BOX DIMENSION TABLE i c J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE KITS — S.E.C. OR EQUAL = p TYPICAL DESIGN "B" (� JUNCTION BOX 1/4" MINIMUM 2 Z SPLICE KITS GROUND LUG DRAIN HOLE O CLEAR EPDXY SPLICE D P= KITS ON ALL THRU 2" MIN. GROUT O Q WIRE RUNS UNDER POLE TOP OF CONCRETE FOUNDATION TO O Z 4" CONCRETE BASE BE LEVEL WITH PAD TOP OF SIDEWALK 5" g" OR CURB. O J 111 = DIAMETER DIAMETER = 7/8" J #8 BARE I Rill _= 11 =11U = —Till COPPER ITNIIIII1 II I II I I L� 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES I SECURITY SCREW S.S. (TYP.) PUN NEW COUNTERSUNK 14" X 19" AND 17" X 28" ». GALVANIZED HANDHOLE LID GROUND WIRE 4 -7/8" W DRILL THREAD FOR 1 — #8 GREENS GROUNID II l 11 ELEVATION VIEW 's /R" nIAM Rni TS GALVANIZED STEEL BAR ITEM BOX TYPE TYPE 1 TYPE 2 ZONE AL1BMAlE B A Box Outside length 22" 22° 1 33" B Box Outside Width 17" 17" 22 1/2" C Box Inside Length 18" 19 28" D Box Inside Width 13" 14" 17 E Lid Length 18" 18 26 1 2" F Lid Width 13 13 17 G Box De th 1 12" 12" 12" H Ud & Frame Depth 1 5 16 —5/16" 5L16" J Woll Thickness Min. 1 1/2" 1 1/2" 1 1/2" K Wire Reinforcement W -3 I W -2.5 W -2.5 ['Legend See DetaO See Deta6 See Detail I I L� 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES I SECURITY SCREW S.S. (TYP.) PUN NEW COUNTERSUNK 14" X 19" AND 17" X 28" ». GALVANIZED HANDHOLE LID GROUND WIRE 4 -7/8" W DRILL THREAD FOR 1 — #8 GREENS GROUNID II l 11 ELEVATION VIEW 's /R" nIAM Rni TS GALVANIZED STEEL BAR o COPPER -CLAD OR DIA. *GALVANIZED STEEL 444 1. PATE I GROUND ROD TYIRCAL ,uNCnaN eox BtsrALUnw oErARS RECOMMENDED 0 FUSE KIT FOR APPROVAL 3. 1� � a LEGEND DETAIL (Mark L) %i iL"®'i Tz_� m TYPE T Box By a TYPICAL SIGNALS TER v TYPE •.I• 0_4 w °- LIGHTING LIGHTING BY �y C' TS -LT xo0x DETAx PLAN swear UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND o"°'°""a BY 'v m SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE TO CITY STANDARDS .� ADOPTED ADOPTED -Form Leltare LOIN t /e" Weld L T • ADOPTED DALE CITY OF RRRON . . CITY OF R�rrON , �,�, 1 CRY OF RENEON a Stmdwd p� standard p� letters. em as re Dimond 1 Standard plans PaNam before farming Km.C'I DATE Isr DATE. 12/96 tar DAM 11/5/96 ILLUMINATION SYSTEM LEGEND LST DATE:11 /89 DATE ii REVISION BY APPR 1 DWG. NAME: JR -06 SP PAGE. J007 DATE REVISION BY APPR DWG, NAME: JR -12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 r nwro r h EN b STREET L HTN: = DIRET SHE..TC: .. I � t4 10 Tir:E III sEHJCE '2Ci24D vLT J I w A SIZE AS © ~ REQUIRED 0.188 WALL BRACKET -1 8" 20 1— ALUM. ALLOY 6063 -T6 . „_f. asEaeE= ;r.,1ra) R f- 4-1/2" 2" N.P.S. z ec LE >n; %:n.T O.D. SLIPFITTER g 1/2" BNC LOCKSOLT 5' -9" RADIUS z GR. 18 -8 S.S. FLUSH JOINT V -2" axM +:n x :e exs� t T E d 4-1/2" O.D. MIT 21' Q \ W TAPERED ALUM. POLE _ (e) L Gr BWT 0.188 WALL ALLOY 6063 -T6 2a.,IrVL SATIN GROUND FINISH 30' -0" M aslm xa srAxUND pas 23 -3" .i - - Was as9c aWNa nwKCnwna _e'` �x� n: YEE6 EIED %/PSE 94C_ j m SHAFT COMPONENT SCHEDULE _ _. 'ISEET ucxn"� O IEnP&M IDO AMP. 4 JAR. AV 01141L S"" SODGET ME. six .NW AT N00 POS ON _ (CONTRACTOR TO W.PaY YAM sm" owm PAMIBOM : 120/240 YAa IW ATP. 1 PHASE 3 WM uTPER WS 1 C I I I I I WESTINGHOUSE VS MXT -m DREAM% 151 HANDHOLE. 4 "x6" OPENING m:oJT IIPE M Ue,H 11N, 1- 100 /2 NO W /COVER AND S.S. SCREWS 8° O.D. �xJ 2 -20/2 IWMMnm NNNfe To a +a,n.c i -Soil SWNN. BRNO BASE FLANGE ALLOY 356 -T6 WiTH GROUND UG f.+c:r%TEC ON 1 -15/1 COMM as BRANCH BOLT COVERS & S.S. SCREWS 1' -6° EE- EIFE 1 -20/1 GROUND TAMA IRCEPMtlE BRANCH f2 -..I {x-17 —1 /4 SQ. OS MIACTM UORTM RATED, 30 NP, 4 PaL ao VAC COL SO o 091ODPASIWR r Z 11" TO 12" DIA. BOLT CIRCLE 4 nMW1a aorx To REWi NOro EuxTEC rn>.. (O—A1 _4 1/2" OF BOLT ABOVE o Ln 4" CONCRETE PAD�O FINISHED GRADE 5 Rxoro -mL ewAg swrea sPST. ks AMP. zn VAC. O: (4) 1" BNC GALV. STEEL warn oL -. %f�E O ANCHOR BOLTS WITH 4' .. ILA�x 1 ET W E "U 6 CABINET ISA1A rNMawT, pz cA veaxvANZeO srta, coxsmucmn. NUTS AND WASHERS —i. - cc Eli r.ET c' z saaExm Nm clsEtEn tars DC 4" DOORS STAA%EA SM VAU�xNIXE3 PPAiBLO�uroHk�E IRTm COTE -. GEC Cr ET (LC 0_ E GREEN R BaFE 1kE .'.rC _.tl1 i STREP'I lI;.HIi]T. CC.tv7>(%T?1: ama LOCK ON mmm ow 000N SBIRICB CAB ®Elm SIGNAL 3 EI E[ CONTROL N STANDARD 30 FOOT DAVIT POLE < >xmrr , BeTEAT_cc DOYD fat NE6MNE W9(Ei. CND NaIEA ADOPTED T- 345004 AN 5 /.�\ RN9l: TELMER PONDER GOAT. AtAWWY OUTSIDE. WAIE Dea � am a AWnN1 ll7 4 K ADOPTED W)i01/W y1�UU< IT l An a ♦ { ro Standard plans ra r ; n r , t L,E - P P4: E:..-.'. , DWG. NAME: JR -tto SP PAGE: JO10 IST DATE: 2- Oct -87 Tdz1 D ATE REMSIpA BY DWG. NAME: JR -02 SP PAGE: JO03 c 3_456 ®y" 2- (SIZED AS IREVTD��) LIGHTING SYS WIRES TO COCR 5/8 "x8' l I.LAMr' (� 4' LOAD LINE FUSE 1/4" 1/4" 1 /8" QO 1 /8" Egli CUTTING RINGS • * + ITEM _. _._ MATERIALS —�� _ 1" WIDE, 1/2" THICK PVC CONDUIT SYSTEM CONCRETE FOUNDATION Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Su ort 1 8'll'n Thick Sted L or T. - A36 Lid Diamond Plate Steel - A786 m Anchors rStAM Plate 3' SQ. ASTM Ar82 o COPPER -CLAD OR DIA. *GALVANIZED STEEL 444 1. PATE I GROUND ROD TYIRCAL ,uNCnaN eox BtsrALUnw oErARS RECOMMENDED 0 FUSE KIT FOR APPROVAL 3. 1� � a LEGEND DETAIL (Mark L) %i iL"®'i Tz_� m TYPE T Box By a TYPICAL SIGNALS TER v TYPE •.I• 0_4 w °- LIGHTING LIGHTING BY �y C' TS -LT xo0x DETAx PLAN swear UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND o"°'°""a BY 'v m SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE TO CITY STANDARDS .� ADOPTED ADOPTED -Form Leltare LOIN t /e" Weld L T • ADOPTED DALE CITY OF RRRON . . CITY OF R�rrON , �,�, 1 CRY OF RENEON a Stmdwd p� standard p� letters. em as re Dimond 1 Standard plans PaNam before farming Km.C'I DATE Isr DATE. 12/96 tar DAM 11/5/96 ILLUMINATION SYSTEM LEGEND LST DATE:11 /89 DATE ii REVISION BY APPR 1 DWG. NAME: JR -06 SP PAGE. J007 DATE REVISION BY APPR DWG, NAME: JR -12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 r nwro r h EN b STREET L HTN: = DIRET SHE..TC: .. I � t4 10 Tir:E III sEHJCE '2Ci24D vLT J I w A SIZE AS © ~ REQUIRED 0.188 WALL BRACKET -1 8" 20 1— ALUM. ALLOY 6063 -T6 . „_f. asEaeE= ;r.,1ra) R f- 4-1/2" 2" N.P.S. z ec LE >n; %:n.T O.D. SLIPFITTER g 1/2" BNC LOCKSOLT 5' -9" RADIUS z GR. 18 -8 S.S. FLUSH JOINT V -2" axM +:n x :e exs� t T E d 4-1/2" O.D. MIT 21' Q \ W TAPERED ALUM. POLE _ (e) L Gr BWT 0.188 WALL ALLOY 6063 -T6 2a.,IrVL SATIN GROUND FINISH 30' -0" M aslm xa srAxUND pas 23 -3" .i - - Was as9c aWNa nwKCnwna _e'` �x� n: YEE6 EIED %/PSE 94C_ j m SHAFT COMPONENT SCHEDULE _ _. 'ISEET ucxn"� O IEnP&M IDO AMP. 4 JAR. AV 01141L S"" SODGET ME. six .NW AT N00 POS ON _ (CONTRACTOR TO W.PaY YAM sm" owm PAMIBOM : 120/240 YAa IW ATP. 1 PHASE 3 WM uTPER WS 1 C I I I I I WESTINGHOUSE VS MXT -m DREAM% 151 HANDHOLE. 4 "x6" OPENING m:oJT IIPE M Ue,H 11N, 1- 100 /2 NO W /COVER AND S.S. SCREWS 8° O.D. �xJ 2 -20/2 IWMMnm NNNfe To a +a,n.c i -Soil SWNN. BRNO BASE FLANGE ALLOY 356 -T6 WiTH GROUND UG f.+c:r%TEC ON 1 -15/1 COMM as BRANCH BOLT COVERS & S.S. SCREWS 1' -6° EE- EIFE 1 -20/1 GROUND TAMA IRCEPMtlE BRANCH f2 -..I {x-17 —1 /4 SQ. OS MIACTM UORTM RATED, 30 NP, 4 PaL ao VAC COL SO o 091ODPASIWR r Z 11" TO 12" DIA. BOLT CIRCLE 4 nMW1a aorx To REWi NOro EuxTEC rn>.. (O—A1 _4 1/2" OF BOLT ABOVE o Ln 4" CONCRETE PAD�O FINISHED GRADE 5 Rxoro -mL ewAg swrea sPST. ks AMP. zn VAC. O: (4) 1" BNC GALV. STEEL warn oL -. %f�E O ANCHOR BOLTS WITH 4' .. ILA�x 1 ET W E "U 6 CABINET ISA1A rNMawT, pz cA veaxvANZeO srta, coxsmucmn. NUTS AND WASHERS —i. - cc Eli r.ET c' z saaExm Nm clsEtEn tars DC 4" DOORS STAA%EA SM VAU�xNIXE3 PPAiBLO�uroHk�E IRTm COTE -. GEC Cr ET (LC 0_ E GREEN R BaFE 1kE .'.rC _.tl1 i STREP'I lI;.HIi]T. CC.tv7>(%T?1: ama LOCK ON mmm ow 000N SBIRICB CAB ®Elm SIGNAL 3 EI E[ CONTROL N STANDARD 30 FOOT DAVIT POLE < >xmrr , BeTEAT_cc DOYD fat NE6MNE W9(Ei. CND NaIEA ADOPTED T- 345004 AN 5 /.�\ RN9l: TELMER PONDER GOAT. AtAWWY OUTSIDE. WAIE Dea � am a AWnN1 ll7 4 K ADOPTED W)i01/W y1�UU< IT l An a ♦ { ro Standard plans ra r ; n r , t L,E - P P4: E:..-.'. , DWG. NAME: JR -tto SP PAGE: JO10 IST DATE: 2- Oct -87 Tdz1 D ATE REMSIpA BY DWG. NAME: JR -02 SP PAGE: JO03 c 3_456 ®y"