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25'-0' APPROACH SLAB <br />W// PEDESTRIAN BARRIER <br />S PIER I <br />CPr-2 <br />J O0 <br />_,.,,_x, r a BRIDGE DRAIN (TIO) <br />B-J 33+00 341.00 <br />"' -a RESPONSIBILITY BY - RESPONSIBILITYO <br />r-o• OPEN � BY CITY OF KENT '„, <br />PACE CITY OF TUKWILA INDUCTION LOOP ._.._ {, I <br />(I` DETECTOR STA. 34+65 t <br />~ YP RCS CONDUIT 7 <br />B-1 -,_...., '' -._ I <br />NG WALL (MC) <br />SEC. 2. T. 22N. R. 4E W.M. <br />295'-0' <br />5 0/ER 2 <br />40'-O_ <br />JUNCTION BOX <br />SEE 5HT S22 <br />6 PIER 3 <br />70E OF SLOPE <br />PHASE II <br />CONTRACT <br />£GIN MAGI' <br />TA. 32+23.5 <br />jWAI,L (NC) <br />r <br />111-- <br />�n (I w/UuNcnoN�'Box <br />1�Irl r r11 <br />/%` I I <br />PLAN <br />RESPONSIBILITY BY ,{ <br />CITY OF TUKWILA BRIDGE coNsm <br />PRECAST GIRDERS <br />PIER TABLE CIP BOX C1R0ER <br />A RGS CONDUIT I <br />Y/ RG5 CONDUIT <br />35t00 <br />RESPONSIBILITY <br />BY CITY OF KENT <br />PRECAST GIRDERS <br />PN 600.0' K' <br />5/A 32+78.67 EL. 53 <br />+3.0x 4,5X <br />11161Ixn1171WIl3lfiiHiFNT11f9iYnRllil�wlalYN.wni�9l it �eival6l ��. drtliilflaY ..• •• ". nnei�it'mnumiiliinimrii mnnllnaMtrteti®eleulmnnrtrt <br />EXIST. GRADE <br />ELEVATION <br />3'-0' CLEARANCE <br />(FAR 5T0£)— <br />APPROXIMATE <br />GROUND LIVE <br />RETAINING wALL RW-1 <br />SEE SHr. S17 <br />PFd5E 11 <br />CONTRACT <br />MINIMUM <br />VERT. CLEARANCE <br />30'-0' APPROACH SLAB <br />W/ PEOE57RL4N BARRIER <br />(MC) <br />RETAINING WALL RW-2 <br />SEE 5HT 577 <br />-_ STRUCTURAL EARTH <br />WALL (TYP) (NC) <br />R/W <br />NEW CB, TYPE I <br />/525.30?(N/C). <br />END PROJECT <br />35+2T.5 <br />16'-0' TRAIL <br />UNDER CROSSING M CO <br />` (NC) 0 <br />CO <br />R/w N <br />0 <br />m <br />RELINING WALL (NIC) <br />0 <br />wry 72• SD (5C) 0) CI = x <br />'EW CB (NIC) W m -i W <br />m O CO <br />D z <br />Dm <br />Z <br />m <br />Z <br />Z <br />0 <br />m <br />7.1 <br />