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v <br /> 0 <br /> u,= IDS, EXISTING ANCHOR <br /> cn cn <br /> (D SLAB <br /> ' CONCRETE COVER SLAB <br /> DRILL 4"HOLES, INSTALL <br /> � } rp STEEL ANCHOR AND FILL MANWAY <br /> THE HOLE WITH EPDXY GROUT <br /> (E)245 REBAR AT 12" NATIVE SOIL :_1PAT- <br /> ON CENTER EA W <br /> i � ll'll <br /> / PEA GRAVEL _ PUMP <br /> 3/4"DIA. STAINLESS �� <br /> iro <br /> NATURALLY � �- °a� <br /> MANHOLE <br /> D y C STEEL ANCHOR/EYES ' <br /> ROUND 1J2" <br /> r Z BOLT AND NUTS ( DIA.BACKFILL^ `-- --- ---I <br /> 00 �� ALL AROUND �,,- -- �4� �t <br /> A z O � <br /> D DD 4" �r INSULATING R� <br /> _ > MATERIAL <br /> �m BETWEEN TANK <br /> O q AND CABLE <br /> Y Z L / 1/2"DIA. \ <br /> STAINLESS , UNDERGROUND ; <br /> D 4"• 6" i %I STEEL CABLE i TANK i <br /> -I 1 ii q <br /> p �r EXCAVATION <br /> r • • i LINE \ `` <br /> -- TRIPLE <br /> —� 10', STAINLESS <br /> STEEL CABLE _h` ---- i�;- <br /> cn c CLAMPSz n ---- <br /> 40 <br /> cn � CABLE ANCHOR DETAIL TANK HOLD- 1°Q 12"AT I;98 <br /> i <br /> o WCC %{j t ii`' ?�i HIGH END <br /> O 0 mc) N.T.S. DOWN CABLE 0 <br /> o Z m ANCHOR SEE <br /> ®tel <br /> o � DETAIL"B" <br /> nm Qo <br /> v �z <br /> o n (E)CONCRETE <br /> 2-12: ANCHOR SLAB REUSE EXISTING SLAB <br /> NOTES: <br /> 1. INSTALL A MIN. OF 4 HOLD DOWN <br /> CABLES,DISTRIBUTED EQUALLY ON An COVER & ANCHORSLAB - END SECTION <br /> LENGTH OF TANK,AND IN SUCH A N.T.S. <br /> WAY AS TO NOT INTERFER WITH <br /> FITTINGS. <br />