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� <br />ANGLE POINT DA1 <br />EDGE OF PLATFOF <br />STARON OFFSET ELEVATION <br />oesccarancw <br />ELEVATIONS SHOWN IN THE A6�VE TABLE ARE CALCUUTED AT 7HE TOP OF PIATFORM. <br />N0. <br />ANGLE POINT DATA <br />GRADE CROSSING <br />STA7ION OFFSET ELEVATION <br />DESCRIPTION <br />ELEVATIONS 51{pµ�N IN THE ABOVE TABLE ARE G1LCl1UTED AT THE TOP OF CROSSING. <br />'•vTFI• E CONtRACTOR SHALL �E RESPONSIBLE FOR FlELO VERIFY THE COHfROL POINTS SHOWN <br />IN THE ABOVE TABLES, CONFORAI TO P1E 'PIATFORM UYOUT CONTROI UETNL'. THE EDGE <br />OF PLATFQRM IS TO dE PIACED E%ACTLV 8 INCHES (87 ABOVE THE TOP OF RAIL <br />E%ISTINC ELEVATION, AND 5 FEET 4 INCHES (5'-��) FROA1 THE CENTER OF TRACKS.. <br />ANV GRADINC OISCREPANCIES SHAIL BE BROUGHT TO THE ATfENTION OF THE RESIDENT <br />ENGINEER AND BE RESOLVED DEFORE PROCEEDING WIiH THE WORK. <br />F No <br />' p1 PLA7FOftM — ANGLE POINTS <br />K <br />t <br />�� CROSSING - ANGLE POINTS <br />- ww�n <br />— COOR <br />WSION — <br />n <br />'�� <br />wu oc��ms Ne <br />'ao iian w... �c <br />Btl1�M. M� 9l001 <br />(�YS) 635-1000 <br />TACTILE WARNINC IILE <br />C_._ w��--Mw <br />�7{7111�,1�1, <br />x._i�c: <br />c0u.4UE, <br />RPIL <br />5'-4' <br />CONiROL POINT II <br />�EDGE OF PUTFORM <br />i <br />� 10� OF � <br />� ���� � � <br />r <br />C- — --- � --- _ _- <br />-- .. <br />\_f,CI;C�-tF PE <br />,1 •:,, : • ji.I+].rl:i7�l�li_!1� <br />��� N�� SOUNDER COMMUTER RAIL <br />,�,,,.: EVERETT STATION <br />c-sos_c-sio.owc PHASE 2 <br />,�trxi rw.: EVEREff, WASHINGTON <br />'�"��P 21-06 COMMUTER PIATFORM <br />" e-u-os ANGLE POINT DATA TABLES <br />� t� <br />pµ�rr <br />5 � <br />: HALF <br />. SCALE <br />��, <br />nirg No.: <br />G509 <br />M No.: Rn <br />29 <br />0 <br />� <br />