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TYPICAL CL SIGNAL DECREES CLOCKWISE TO PEDESTAL 13 14 <br />LEGEND <br />NOTES <br />ATTACHMENT <br />ZM.HMEVTTYPICALFROM <br />ONNECT <br />CSTRUANP TO <br />POINT R <br />PEDE PEDESTAL GROUNDTEM <br />12 <br />K K <br />A. VEHICLE SIGNAL HEAD G. POLE MOUNTED SIGNAL HEAD <br />B. TRAFFIC CONTROL SIGN H, HANDHOLE O ELEVATOR PLUMBIZER MOUNTING COUPLINGS INSTA_LED BY FABRICATOR AT <br />SLOTTED HOLES NOT <br />10 <br />C. STREET NAME SIGN J. PRE-EMPT INDICATOR <br />OFFSET DISTANCE INDICATED BY CHART. <br />\ <br />PERMITTED <br />13 FINISHED GRADE <br />D. PRE-EMPT DETECTOR K. PEDESTRIAN SIGNAL HEAD <br />O FIELD INSTALLED, ORIENTATION TO BE APPROVED BY ENGINEER. ON CONCRETE <br />i 90 <br />11 BOLT CIRCLE <br />o <br />E. LUMINAIRE L. NOT USED <br />POLE ALL FITTINGS MUST BE FACTORY INSTALLED. <br />F SIGNAL MAST ARM M. TERMINAL COMPARTMENT <br />N. PEDESTRIAN PUSH BUTTON <br />O SEE SPECIAL PROVISIONS FOR LUMINAIRE AND LUMINAIRE ARM TYPE. <br />9 <br />0 <br />180' <br />ALL HAND HOLES SHALL BE <br />8 <br />"' <br />O NOT <br />USED. <br />AT 180' EXCEPT WHERE <br />L--I <br />H <br />3 <br />SPECIFIED OTHERWISE <br />SYSTEM GROUND WIRE <br />ARCHED TYPE 1 <br />Q LUMINAIRE ARM <br />Os ALL <br />POLES AND POLE BASES SHALL HAVE ONE EXTRA 2" CONDUIT THAT <br />POLE BASE DLA. <br />TO GROUND ROD AT <br />T <br />EXTENDS TO AND IS CAPPED IN THE NEAREST JUNCTION BOX, UNLESS <br />27U <br />FIRST J.BOX. <br />Q <br />E <br />OTHERWISE <br />APPROVED BY THE ENGINEER. <br />POLE ORIENTATION ©' <br />17 BOLT HOLESTS AND <br />ANCHOR <br />FOUNDATION DETAIL B <br />PEDESTRIAN HEAD STANDARD <br />R <br />U HEIGHT FROM FINISHED GRADE TO CENTER OF PEDESTRIAN PUSH BUTTON. <br />ANGLE LOG J <br />DEGREES CCLOCKWISE <br />FOR TYPE PPB,PS AND I TRAFFIC STANDARDS <br />TYPE PS <br />112 <br />Xt <br />Q ALL POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. <br />J� <br />FROM OFFSET L'NE BASE PLATE <br />TO POINT O' <br />90' o <br />2" RAG. <br />R (TYPICAL OFFSET DISTANCE) <br />Q CONCRETE <br />TOP <br />SHALL BE CLASS 4000P POURED IN PLACE WITH FORMING ON THE <br />3-1/2" AND ALL ABOVE GRADE PORTIONS OF THE FOUNDATION. <br />7 LOCATION STATION <br />G <br />� <br />\_J <br />O SIZE <br />AND NUMBER OF CONDUITS PER PLAN. <br />ROap1,KgY PLAN VIEW <br />y ?1 <br />\l <br />0 SAW <br />CUT PAVING WHEN FOUNDATION IS IN EXISTING PAVED SURFACE. <br />POLE ORIENTATION ATTACHMENT AND BASE DETAIL <br />K K <br />A 4 F 11 <br />a2S <br />a H <br />1t DBOLT RAWINGS CIRCLESAND ANCHCIALPROVIOL SACCORDING TO MANUFACTURER'S SHOP <br />CONNECT SYSTEM <br />-2" NOV. GROUT PAD <br />0 <br />1 <br />(� <br />U <br />t2 CONDUIT <br />SHALL EXTEND 3" ABOVE FOUNDATION. <br />GROUND TO POLE t4 WLTH 1/2" ORAN HOLE <br />GROUND STRAP FLUSH IN PAVED AREAS. <br />o 2 N <br />m <br />SEE WSDOT STANDARD PLAN J-20.10-03 FOR BASE PLATE, REBAR, ANCHOR <br />BOLTS & POLE DETAILS FOR TYPE PPB POLE. SEE WSDOT STANDARD PLAN <br />72 <br />8 <br />11 ANCHOR BOLTSY.O. <br />_L <br />1-21.10-04 <br />FOR TYPES PS AND 1 POLES. <br />3/4" CHAMFER, NO <br />CHAMFER IN PAVED ARC---\ <br />10 <br />EXTEND SYSTEM GROUND TO ALL EQUIPMENT (PPB'S, TERMINAL CABINETS, PE <br />SIGNAL HEADS, ETC.) THAT IS LESS THAN 12' ABOVE POLE BASE WHEN <br />i" MIN. - 2" MAX. IN <br />UNPAVED AREAS, FLVS-1 <br />CONCRETE <br />POLES ARE REQUIRED. <br />WITH SIDEWALK IN <br />VEHICLE HEAD STANDARD <br />OF SIGNAL I - <br />i <br />PAVED AREAS. <br />TYPE I <br />I VERTICAL CLEARANCE <br />HEADS OR SIGNS `o Y <br />� I titer <br />�\ <br />MINIMUM: 16'-6" <br />'o <br />\\\ <br />\\ ? -- <br />NO. 4 RD. OR 50. <br />I MAXIMUM: 19'-0" <br />I - <br />I N <br />2 <br />:o ff i <br />HOOPS AS REWD AT <br />z <br />IV <br />1'-0" CENTERS <br />8 BARS <br />2 <br />I <br />OF VERTICAL CLEARANCE <br />i o I g <br />P.EQUIREMENTI8 <br />"1EQUALLY <br />LIA SPACEDE <br />tNLIMRS <br />OF ROADWAY <br />5/BX 8' g' gCLASS <br />COPPER CLAD <br />4000P CONCRETE <br />GROUND R00 <br />2LEARA <br />B OR EDGE DARM �� <br />WIDTH OR DL4 <br />CLEARANCE <br />PEDESTRIAN <br />SIGNAL STANDARD <br />WITH MAST MN 6 <br />FOUNDATION DETAIL A <br />PUSH BUTTON POST TYPE IIA (SINGLE ARM) TYPE IIIA (SINGLE ARM W/LUMINAIRE) TYPE SO (SPECIAL DESIGN) <br />FOR SIGNAL STANDARDS TYPE 11 AND TYPE._ III'P&P- <br />TYPE PPB TYPE <br />118 (DOUBLE ARM) TYPE HIS (DOUBLE ARM W/LUMINAIRE) (See Detail in Specifications) <br />SIGNAL STANDARD DETAIL CHART <br />FIELD LOCATION�Ub <br />IN"P7k�- <br />- <br />SIGNAL MAST ARM DATA <br />POLE ATTACHMENT POINT ORIENTATION <br />ARM <br />LENGTH <br />FOUNDATION <br />DEPTHSPOL <br />POLE <br />IiEGHf <br />STL / <br />REMARKS <br />(f,A et0� C TOB TTAB6MENC POIDT <br />(162 <br />Hi <br />NO. <br />TYPE <br />E <br />H2 <br />J1 <br />M <br />N2 <br />CONC. <br />STATION <br />OFFSET <br />LT <br />RrT <br />( <br />62 <br />A�LOADSAR <br />163 <br />TOTAL (ft3) <br />X1(�)X2 <br />3 <br />(�O) <br />Y1 <br />YZ <br />Al <br />AFSIAT� <br />BE <br />Al <br />�W <br />DWI <br />81S <br />C <br />F3 <br />G3 <br />K3 <br />N3 <br />3' RO <br />SQ. <br />1 <br />STA 56+62.1 <br />55.4 <br />J <br />0 <br />IIA <br />180 <br />39.0 <br />28.0 <br />24.0 <br />9.2 <br />9.2 <br />9.0 <br />832.4 <br />O <br />180 <br />0 <br />90 <br />D <br />40 <br />8 <br />7 <br />STE. <br />2 <br />STA 55+93.0 <br />31.7 <br />r <br />0 <br />IIIA <br />18.0 <br />35.0 <br />35.0 <br />23.5 <br />11.5 <br />31.0 <br />175 <br />11'6 <br />9.2 <br />9.2 <br />9.0 <br />1007.0 <br />0 <br />0 <br />70 <br />180 <br />90 <br />35 <br />12 <br />STL <br />`` <br />33.0 <br />SEE REMARKS <br />-- <br />SPECIAL FOUNDATION DESIGN <br />3 <br />STA 56+54.0 <br />31.6 <br />/ <br />J <br />90 <br />IIA <br />t ! o <br />25.0 <br />14.0"' <br />12.0 <br />6.0' <br />-- <br />3.0 <br />18.0 <br />9.2 <br />9.2 <br />9.2 <br />9.0 <br />+679.0 <br />0 <br />180 <br />90 <br />25 <br />STL <br />SEE STRUCTURAL DRAWING NO. S13 <br />STA 57+37.5 <br />31.6 <br />18.0 <br />35.0 <br />37.0 <br />11.6 <br />1 D.0 <br />1108.8 <br />40 <br />4 <br />0 <br />IIIA <br />25.0 <br />13.0 <br />33.0 <br />9.2 <br />9.2 <br />0 <br />0 <br />180 <br />90 <br />12 <br />15 <br />10 <br />STL <br />180 <br />PER GEOTECHNICAL RECOMMENDATION, FOUNDATION <br />DESIGN IS UPSIZED FROM WSDOT DESIGN TABLE <br />/ <br />- <br />5 <br />STA 58+05.6 <br />33.8 <br />J <br />90 <br />ILA <br />'l'; <br />21.5 <br />9.5 <br />5.0 <br />15.5 <br />9.2 <br />9.2 <br />8.0 <br />330.2 <br />0 <br />180 <br />180 <br />90 <br />25 <br />11 <br />9 <br />STL <br />DUE TO POOR SOIL CONDITIONS <br />6 STA 58+12.4 43.0 J 0 <br />11 IA 18.035.0 27.0 15.0 <br />29.0 9.2 9.2 <br />386.4 0 0 64 180 270 90 270 30 12 <br />8 7 <br />STL <br />7 STA 55+94.5 57.8 J <br />LT STD 35.0 <br />0 323 270 27D 12 <br />STL <br />8 STA 58+09.0 30.5 V <br />PPB I <br />90 <br />STL <br />9 STA 57+98.8 54.8 J <br />PS <br />0 <br />STL <br />10 STA 57+39.4 55.4 <br />LT STD 35.0 <br />- <br />0 207 <br />270 270 12 <br />STL <br />323 <br />CALL 2 BUSINESS DAYS BEFORE YGL' DI; <br />11 STA 57+51.1 53.7 J <br />PPB <br />j <br />0 <br />1 800 424 5555 <br />• INSTALL TENON FOR FUTURE DISPLA" <br />+ WIND LOAD CALCULATIONS BASED ON <br />FUTURE LOADINGS. <br />UTILITIES UNDERGROUND LOCATION CENTER <br />�tVp w <br />- Drawn BY Data <br />17 <br />SCALE <br />Orax4ng N°. <br />COMMUNITY TRANSIT <br />SG7 <br />- <br />�)PERTEET <br />y���G <br />eommunityti'anslt <br />� `I Dom- m `y <br />PERMITS ET �+s 17 <br />"°"` <br />SEAWAY TRANSIT CENTER <br />2707 COLBYAVFIJUE,SUITE 900 <br />�a9es cne°ked ey <br />o <br />Yert <br />_ <br />N°. Dale Rwvoen <br />EVERETF, WA 98201 <br />1800.6159900 <br />R a <br />/� E6�ERE. \ MH i 17425.252.7700 <br />�OygL E�'""p°ra: W <br />'r° `` "°m°�rSIGNAL <br />/�71 <br />POLE SCHEDULE <br />BY?r. <br />20110155.D23 <br />00 <br />