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EN, <br />^VSS,iNC <br />ENGINEERS <br />SHTS. MN SS07S 612-4S1-460S <br />a ■ <br />' EXISTING WALL <br />VREPAIR EXISTING WOOD CAP ---------•x:INSTALL NEW3x12 R.S. TREATED TIMBERS 17 LONG <br />—W/2-3/8*xB* LAG BOLTS <br />EX8TMO CABLE <br />TE BACKS TO REMAM <br />MMM WATER L <br />CXISTMO 12* ROUND <br />POSTTOREMABI---- <br />EXSTliQ WATER L <br />EL B2S.31 <br />■l-iWi* <br />CLASS I <br />EXISTilG GRADE PL i>saQ. aa <br />BACKFU.'2l'aS\Tl5 m <br />'Granular backfill <br />PLASTIC WOVEN' <br />FI.TER FABRIC <br />& <br />fig <br />^SUBSOL <br />SHVSM 5\ur <br />* SCREW ANCHOR SUPPORTS <br />flEPLACE DAMAGED OR <br />INEFECTIVE ANCHORS <br />WITH NEW SCREW <br />ANCHORS___ <br />SLIDE 3x12 BETWEEN POLES AND EXIST. 2x6 <br />fEXISTING 2x6 WALLTO REMAIN & NAILED TO 3x12 <br />existing POLES: PERFORMING ADEQUATE <br />IN EXISTING CONDITIONS <br />TYPICAL CROSS SECTION <br />SCALE: 1*-2' <br />iewed for structural integrity <br />he following assumptions: <br />poles are performing adequate <br />ve Fb = 1000 PSI or greater <br />PSF. <br />ns. <br />■EXISTING <br />«• <br />10UNC <br />±240 <br />SAL SPACilQ <br />REMOVE <br />EXISTMG 2xS <br />VATEH LE WEI <br />^2(6 VA <br />1► <br />Ir <br />F <br />E <br />lEN <br />■XK <br />lOV <br />ITW <br />'E <br />\Qi!x9 <br />«» •« <br />EL 026.31 <br />^ • <br />TYPICAL WALL ELEVATION <br />SCALE 1*-2* <br />ALTERS PORT L.4COOM <br />— REPAIR EXISTING WALL —10/89