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HomeMy WebLinkAboutT-330903° "' " °TES: LIGHTING STANDARD & JUNCTION BOX � � J Is 4— M 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 � � � � t Boxes shall be 28% minimum of overall thickness. 3 � � 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 O d O v O O v e ' O - � D o °- ° O o ° p O v O ° ° ' O Ov ° v ov - wire fabric welded to the frame. °va ° v0 .o ° d e °D When noted in the contract. Type 2 end Type 3 Boxes shall be provided with 12° deep o O O ° e D c� o z ' D extension boxes. po PLAN VIEW O O vD° O D = 60 3' 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. O O 4 O n o p °e �? �. Non- concrete Boxes may be submitted for approval. Evaluation will include on H -20 OD° p� ° � °.. ° Load Test. A o pv n eD v pp Op � J JUNCTION BOX DIMENSION TABLE I c I STREET LIGHT POLE JUNCTION BOX - Z � BOX TYPE I I O � ITEM TYPE 1 ALIERNAIE A ALIFRNATE B TYPE 2 - � � L� A Box Outside len th 22" 22" 33" p Z B Box Outside Width 1;" 17" 22 1 2" C Box inside Len th 18" 19" 28" � D Box Inside width 13" 14� 17" LIJ � Q - 1' E Lid Len th 18" 18" 26 1 2" QZ J Z � SIDE VIEW � v o v o � � '� DEEP e d �e o o, F Lid�Width 13" 13" 17" G Box De th 12" 12 "' 12" Pw" �� 0 � H Lid &Frame De th 5 16" 5 16 ". 5 16° � � p° °° o � � J Wall. Thickness Min. 1 1 2" l l 2" 1 1 2" O r v J. KWre Reinforcement W -3 W -2.5 W -2.5 ti` o° LdJ L Le end See Detail See Detail See Detail ;a v00 e e e e.. - ET.EVAnon v1Ew � ITEM MATERIALS : � Box 6000 PSI concrete See Notes ae O v o O � - - tFrame Diamond PI to Steel - A786 � � �� _� .• •Lid Su drt 1 8'Min. Thirk Steel C, L or I - A36 -{„�, °' �'"` °° ° ° *.Lid -0icmondPlateSteel -A786 Anchors Steel Wire or Tee Plate s- cnAV> =� PA° Reinforcement ASTM A -82 Steel NDIVIDUAL JUNCTION BOX �;o m o 4.• •GALVANIZEDSTEEL : O v O ° O ° D ° Q v O - TYPICAL JUNGTIDN BD %INSTALLATION OETNLS p D v � °e '8' � � � � Z �� ¢ � - LEGEND DETAIL (Merle L) F� �� m TYPE'I'BOx SIGNALS � 5� o TYPE!n•BOx o ° °a o z D °o i o NOTE: CLASS CONCRETE TO BE USED IN : CONSTRUCTION OF PAD LIJ °`'' a.a LIGHTING J ^a•'°4 4 J o — � � \O+o TS -LT HOOI( OETNL PUN SYMBOLS �`XO"1°°'� � / E TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND � p ° D ° 1' ' CONCRETE PAD DETAILS �, JUNCTION BOX DETAILS o o ° cv v v , l T A y -may f� _ �E �E C � C � � T� I ��j � Y ADOPTED F Letl th 1/B' Weld It''- "�_""-il CITP OF F2ENTON B d G d ff D nd -Ra,,, P tt n fieforeformm9 it i ♦ � 1' PLAN VIEW � Y ADOPTED CPfY OF RENTON 4 �'•- . o � a� laftars. =■- Standard. plans IuuMINAnoN sysrl=_M LEGEND Standard plans t LST DATE:I 1/89 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGEJ016. DATE REVISION 8Y APPR T LST DATE: 10�30�96 DWG. NAME: JR -07 SP -. PAGE: J008 s _ �� � V a � o �8 � EPDXY FILL EPDXY FILL �_� ,;, ',_INLINE � � B�� SPLICE „� WYE SPLICE SPLICE KIT _ FUSE KITS QUICK .DISCONNECT - 10 AMP IN LINE FUSE TO LUMINAIRE -KITS S;E.C. _OR EQUAL • x x x TYPICAL DESIGN "8 ".. - Brc a s� � JUNCTION BOX 1/4" MINIMUM § � � � � SPLICE KITS GROUND LUG DRAIN HOLE a � ° � DIAMETER 7/S" T CLEAR EPDXY SPLICE KITS -0N ALC THRU 2" MIN. GROUT WIRE RUNS UNDER POLE � BASE 4' CONCRETE PAD 5' 9„ TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP -0F SIDEWALK OR CURB. � ®����� ��� � a a a � III= =III III °_ —1111 =III -III '° III =III II° -= II -1111 -1111 �a GREEN IIII IIII- 1111 =IIII o — ^� m �4_��8 LOAD LINEi, RouNO wIRE 4 IIII° GROUND CLAMP 4 . RECOMMENDED FOR APPROVAL BY DATE FUSE 1 �4" 1 �4" 2— (SIZED AS REO'D) 1 �8" Oo 0 1 �8" ' PVG CONDUIT LIGHTING SYSTEM SYSTEM BY DATE WIRES TO CONTACTOR coNCRETE CUTTING RINGS FOUNDATION 5 /8 "x8' - � 3' S0. gY DATE OR DIA. GROUND RODD RECORD DOCUMENT, ? o N FUSE KIT %�. �V 2 -z7-eJ u � �r`�s'�RT� j�tl� BY K-w�� DATE �'t � OF WASIyI �l" � FUSE KIT & SPLICE KIT DETAILS .TYPICAL LIGHTING UNDERGROUND SYSTEM m(uNea o�si u � z CC C HERMAN TRAFFIC ENGINEERING '� n± � ADOPTED Y .ADOPTED m � �`J � • e crrr of EENTOx � 4 crrr of c+sNxox POFSferSTEeEa��4`` 1 5324 Southeast 133rd Court, Renton, Washington 98054 Standard plena .T ]3T DATE: 17/5/96 Standard plans : .T � LST DATE: 12/96 SlONAL E� 9_Li -6L E %PIKES O1 /31 /0] 42S-27J-1 J40 tel. 42S-2JJ-SJ18 fdX hte @comcast. net o Z DATE REVISION BY APPR'D DWG. NAME: JR -12 SP PAGE: J013 AT VII DWG. NAME: JR -06 SP PAGE: J007 ' r � _ Y _.. -• � �_ �wamw iflall �1 i i1)le •.> ._ . , _ . T- 't].ranaly 1