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Q <br /> ARCHED <br /> TUNNEL <br /> I <br /> EXISTING SLAB ON GRADE 1'-1 <br /> >I <br /> — - 114 GUSSET PL TO HSS <br /> . 16'-412'+ ((N ,FIELD VEWFY) _ EXISTING 6'PRECASTEA ; <br /> END - - L3x3(SKEWED, <br /> SEE PLAN, ) ARCHED TUNNEL / - - <br /> - .. TYPi `. _ WP�I / l r L3x3(SKEWED,SEE PLAN) <br /> T_: <br /> J�\_ / <br /> :>" I-- ----- --- --- I WP <br /> HSS5x5 / / — <br /> k <br /> F4. i 1 / / (L <br /> = I./. --- TrP _. \= -HSS5x5 <br /> dI I 3716(4 i \� i y c� / <br /> // `S 4Y i/ <br /> DIA:ERECTION BOLT <br /> -' F. <br /> i 1 65, <br /> t 7 EXISTING 6'PRECAST CONIC.ARCHED \ _ \ HSS5x5,SEE PLAN <br /> y N e II� TUNNEL(10'-4 12'INNER RADIUS) �C- r''• \ (SLOT AS REGI D) <br /> LL X v W/EMBEDDED UNISTRUT P32DO <br /> f UJ o •4 1•, @ 8'-0'OC Q INSIDE FACEIs- <br /> o 'r WELD @3 SIDES OF EACH <br /> ANGLE,WHICH HAVE MITERED <br /> 1 mo 1=7 / r 3116 1/ `ENDS @ CL HSS <br /> EXISTING TUNNEL FNDS q 1 ). ` GUSSET PL, \ <br /> I � � AS SHOWN <br /> 114 GUSSET PL TO END PUS <br /> - - END PL 314xi4xl'$',ROLLED TO MATCH ARCHED <br /> .. CURVATURE OF PRECAST PANEL W/(4)-3/4'DIA ASTM <br /> (4/ GRADE <br /> 7 RODS @ 11'OC,EW, NOTE: <br /> R IS NOT ALLOWED TO CUT VERT REINFORCING IN EXISTING PRECAST TUNNEL PANELS <br /> _ CONTRACTOR TO PERFORM GPR AT EA LOCATION AS NECESSARY,AND/OR SHIFT <br /> NOTE: �F-✓14 HSS5x5 BRACES LATERALLY+/.2'TO AVOID CUTTING VERT REINFORCING WHEN DRILLING FOR <br /> FOR EXISTING SLAB&TUNNEL REINFORCEMENT, EPDXY ANCHOR BOLTS.SIMILARLY,PROVIDE ADDITIONAL HOLES IN PLATE TO OFFSET ANCHOR <br /> SEE SHEET 140-032-1501-CIO BOLTS VERTICALLY AS REO'D TO AVOID HORIZ REINFORCING. <br /> 1 <br /> (LOOKING NORTH) <br /> SECTION -ARCHED TUNNEL BRACING DETAIL <br /> SCALE: 10=1{; TNSIV,4 SSW SCALE-. 3-=1'-0' 551131 5503.1 <br /> 1 <br /> 1,2•=as <br /> CITY OP EVERETT D <br /> REVIEWED FOR PERMIT Y=7..g. <br /> EBRPH <br /> n7 <br /> Architects,Engineers,Constructors <br /> 1902033NAre W.-5M S..lWaalv,glml <br /> - 93amwoa.w__.sao35 cm,rK�o a A,nnoazmo„ a <br /> SA2t-3500 Wa+^lecl�m No.80]23-513 <br /> sru nevsw e3 APPROVED UAIE svnl ernson •,-- .,- A S A, ACCEPTABILITY aAwN ATE usmu: c RfiExi RenslDn as <br /> 0 7FC(PEDESTRIAN TUNNELN024-031) WBS16921 BEL TAL 12=16 �1�"oF was �6F TM6DESIGNANDIOR EL K D ° 17 TUNNEL SHORING 16921 1 0212317 <br /> +'. 3PECIFICATICN IS APPROVED M 02123117 <br /> I Revsan-Release l-lvsue Fa Perma(SN nTurNd) (16921 BEL TAL 0223!17 'A N-IR r <br /> BOE/NG` APPRDIEDKy E AL D=17 S503-1 -103 m <br /> g ) f- FACTORY TRANSFORMATION-TUNNEL SHORING <br /> NECKED <br /> qEZ 11E FW PPROVED BUILDING 40-024 <br /> F ys�Ee WO 15(2899-103 � (,}�/1/� <br /> ^' °5,0V 1, Ew�� n✓VNOVEU <br /> STRUCTURAL MASTER EVEREc,Nc. / <br /> TT,WA w� 4O-024S503.1-103 <br />