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i I <br /> E <br /> (L <br /> ARCHED <br /> TUNNEL <br /> EXISTING SLAB ON GRADE <br /> I <br /> 1 TYP,EA <br /> 16'-0117 IN ,FIELD VERIFY)• _ <br /> END L3x3(SKEWED, � <br /> sszv-t SEE PLAN,TYP) <br /> �GUSSETPLTOHSS <br /> , <br /> -- ---------- ---j----------- ----� WP - <br /> I - EXISTING6-PRECAST <br /> -—-—-—_—X—-�\ _—_—_—_—_ __ _ rL ARCHED TUNNEL <br /> HSS5z5 � 1� L3x3(SKEWED.SEE PLAN) <br /> / WP <br /> TW <br /> 4 <br /> � I � Z I ~. 1 •4. <br /> — <br /> A�, <br /> - ., I �i z I '.111= �•: / `�� .e\ � -- ---,---i---- <br /> �o• cD I n II EXISTING6`PRECASTCONC.ARCHED / <br /> yr *t I y I ;`tT TUNNEL(10131/2"INNER RADIUS) -H S5x5 <br /> x v �v Wl EMBEDDED UNISTRUT P3200 <br /> @ 6-0OC @ INSIDE FACE <br /> f J( \ a DIA ERECTION BOLT <br /> o <br /> HSS5z5.SEE PLAN <br /> p p! \ (SLOT ASREOD) <br /> EXISTING TUNNEL FNDS Y b - \•� .� <br /> a WELD @ 3 SIDES OF EACH <br /> _ s. <br /> -- ANGLE,'� . \ I \ 3116 /ENDS@WCtLiIHSHAVE MftERED <br /> GUSSET PL <br /> ----- NOTE: AS SHOWN I GUSSET PL TO END PLS <br /> FOR EXISTING SLAB&TUNNEL REINFORCEMENT, 1/4 <br /> END PL 314x14x1'-6'.ROLLED TO MATCH ARCHED <br /> SEE SHEET 140-032-1501-C10 CURVATURE OF PRECAST PANEL W/(4)-314-DIA ASTM <br /> A193 GRADE B7 RODS @ 11-OC,EW, NOTE: <br /> W/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 /> HSS5z5 BRACES LATERALLY+l-2"TO AVOID CUTTING VERT REINFORCING WHEN DRILLING FOR <br /> EPDXY ANCHOR BOLTS.SIMILARLY,PROVIDE ADDITIONAL HOLES IN PLATE TO OFFSET ANCHOR <br /> -� (LOOKING NORTH) BOLTS VERTICALLY AS REOD TO AVOID HORIZ.REIN FORCING. <br /> 1 <br /> SECTION—ARCHED TUNNEL BRACING A DETAIL <br /> SCALE: 17=1'-0` TNS10.76 1 SCALE: 3•=,'•0• 5503., 7 <br /> 17=1'-0' <br /> CITY OF EVERETT BRPH <br /> REVIEWED FOR PERMIT <br /> wvw.6rph.— Copyrighto2017 <br /> Architects,Engineers,Constructors <br /> ,ouzo 33m Aw w.a-s3a slmawa.n.pAm <br /> cm��r+oammo,�ew <br /> q31 -3p1' � Z. <br /> 603235512 a <br /> E-Na 3'3r g <br /> - - - apPS A. ACCEPTABILITY ATE me N s <br /> snI e� u+amv[o are �r�, -.r. <br /> - <br /> O-WAS, F �` °2n3t7 TUNNEL SHORING 16921 1 ovz3m <br /> 0 LSC(PEDESTRIAN tUN.NELI(C240311 WBS16921 BEL tA! t2 lie �.� F Tw5DESIGN ATIONIu RO M 0223'77 e <br /> �3EgFICATpN�APPNOVEO <br /> 1 Reva�on-Reltaset-kwe Far Pennil(ShomgTurndl W0516921 BEL tAL OZ23'17 3 d H ` FACTORY TRANSFORMATION-TUNNEL SHORING R <br /> rG oE�. oAre AL 62f13,7 S503-1 —103 a <br /> J HECKEO <br /> PHNo Eo BUILDING 40-032 J <br /> ofagE s•E�f��aW Havu ioe xC. WD 15/2699-103 <br /> `0"" STRUCTURAL MASTER EVERETT,WA we Na 40-03255031-103 J/jJ <br />