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YD <br /> rL <br /> ARCHED <br /> TUNNEL <br /> EXISTING SLAB ON GRADE <br /> Til <br /> .. 1M GUSSET PL TO HSS <br /> 1 TYP, 16'-0 112"+i-(N S,FIELD VERIFY) EXISTING 6'PRECAST !�"\ <br /> L3x3(SKEWED, ARCHED TUNNEL <br /> sso3-t ND /// SEE PLAN,TYP}) .. ( ) <br /> /� WP_ L3x3 SKEWED,SEE PLAN <br /> -- — ---- — -�- / <br /> — -f-'- - - - - <br /> li II oc\i HSS5x5 / . � -- --- --i----- <br /> -- <br /> ��ff i 3n6' a � � i `�- ,^—°` - -----�1\\ ' ��----- -HSS5x5 ' <br /> _ —� ---- / <br /> /° •tom � / � / <br /> DIA ERECTION BOLT—' <br /> ql Tay' W Z ¢ Z �tLE EXISTING 6'PRECAST CONC.ARCHED • I HSS5x5,SEE PLAN <br /> .'= <br /> ¢ r / TUNNEL(70-L 1/2 INNER RADIUS) <br /> (SLOT AS REOD) <br /> W/EMBEDDED UNISTRUTP3200 <br /> (:• \ 4p @ V-0-OC @ INSIDE FACE ) •� I 'A <br /> WELD,WHICHSIDES HAVE <br /> ACH <br /> MITE <br /> �j \"ANGLE.WHICH HAVE MITERED <br /> 3/16 I, ENDS @ CL HSS <br /> o � k.�• j ° r <br /> EXISTING TUNNEL FNDS q ' ,GUSSET PL. <br /> I AS SHOWN 1k /GUSSEiPLTOEND PUS <br /> END PL 314x14x1'$',ROLLED TO MATCH ARCHED <br /> --` CURVATURE OF PRECAST PANEL W/(4)-314'DW ASTM <br /> A193 GRADE B7 RODS @ 11-OC,EW. NOTE: <br /> _ WI HILTI HIT HY200 EPDXY ADHESIVE IT IS NOT ALLOWED TO CUT VERT REINFORCING IN EXISTING PRECAST TUNNEL PANELS. <br /> (4'EMBED) CONTRACTOR TO PERFORM GPR AT EA LOCATION AS NECESSARY,AND/OR SHIFT <br /> NOTE: p� HSS5x5 BRACES LATERALLY+6 2'TO AVOID CUTTING VERT REINFORCING WHEN DRILLING FOR <br /> FOR EXISTING SLAB&TUNNEL REINFORCEMENT. ! EPDXY ANCHOR BOLTS.SIMILARLY,PROVIDE ADDITIONAL HOLES W PLATE TO OFFSET ANCHOR <br /> SEE SHEET 140-032-1501-C1O BOLTS VERTICALLY AS REO'D TO AVOID HORIZ.RFJNFORCING. <br /> (LOOKING NORTH) <br /> 1 <br /> SECTION -ARCHED TUNNEL BRACING DETAIL <br /> SCALE IT=l'-C^ TNS70•t9 55011 SCALE: 3•=T'-0• 5567 55031 <br /> 6 Y 7Y <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT EBRPH <br /> www.Arph— CopynBht®2017 <br /> Architects,Engineers,Constructors <br /> 1NII—Are K SUM 530 SiaNa WmO'91on <br /> cram a AaxoraRnon <br /> 4�-921-3 xlorv]tm.96038 Araituecl,rta No.313}35513 p <br /> A, ACCEPTABILITY VIN :. uRRENT HEV19pR E�'ri8°'� 3'3] <br /> D IPc(P o-sTa;n uN L4021-0311was1691 aa- rA 27116 wnsXyg� TaDEnacNANDroa ELcxEc TUNNEL SHORING 16921 1 02123'17 <br /> s SPECINGTION IS APPROVED M .2:23,•17 1 er <br /> i Reiaar.-Release t-kwe For PermR(SnvmgTunndl 16921 BEL TAt OL23ti7 ///—J/\ Q /w— ' - APPRweo R• Desi. DATE AL EEE FACTORY TRANSFORMATION-TUNNEL SHORING S503- 1 ���3 N <br /> r; HEGNEC £+ - <br /> 1fyyVVYv�� R.—I BUILDING 40-031 „o _ m' <br /> W01512699-103 "`-` J <br /> STRUCTURAL MASTER EVERETT,WA 'r'N640-0315503.1.103 /f L' <br />