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BATTEN STRIP <br />BATTEN STRIP <br />—6 f BATTEN STRIP <br />10 � 2' <br />1 <br />is CONCRETE PAD <br />PROPOSED GCL <br />80 mil LLDPE <br />GEOMEMBRANE <br />12 OZ/YD <br />NON -WOVEN GEOTEXTILE <br />5.5' - <br />A'\ SECTION THROUGH CONCRETE PAD <br />100 2 0 2 4 FT <br />PROPOSED CONCRETE <br />12 OZ/YD <br />INON -WOVEN GEOTEXTILE <br />u <br />1 <br />�6' <br />> I <br />PROPOSED GCL <br />80 mil LLDPE <br />GEOMEMBRANE <br />/ D-'� TYPICAL CONCRETE SECTION <br />100 NTS <br />i <br />BOLT <br />n <br />L <br />V <br />J <br />J O <br />n i <br />z <br />EXISTING CONCRETE <br />i FACE <br />0 <br />I G TYPICAL BATTEN STRIP ASSEMBLY <br />0 <br />100 NTS <br />MA <br />EXISTING <br />CONCRETE PAD <br />8' 8' 6' — 2' 6' <br />BATTEN STRIP.. ' <br />PROPOSED CONCRETE <br />6' - __.._. - — 6' 11 1 1 <br />. ... ... ... ... .. .. ... ... ... ... ... ... .. ... ... ... ..._... ..._... — — — — _ <br />6 <br />BATTEN STRIP <br />BATTEN STRIP <br />I 6' 6' <br />12 OZ/YD .. _..._... _..._.. <br />NON -WOVEN GEOTEXTILE <br />80 mil LLDPE PROPOSED GCL 12 OZ/YD <br />GEOMEMBRANE NON -WOVEN GEOTEXTILE <br />80 mil LLDPE - <br />GEOMEMBRANE PROPOSED GCL <br />- - - - 25.87' - - - - -- C SECTION THROUGH PROPOSED CHANNEL <br />100 1 0 1 2 FT <br />B SECTION THROUGH CONCRETE PAD <br />100 2 0 2 4 FT <br />/ PROPOSED CONCRETE <br />BATTEN STRIP REINFORCING STEEL <br />RANDOM FILL 2'4 BARS O 12' O.C. <br />10 10 I / <br />IF- 6' <br />JOINT SEALANT ° \ <br />-- 3/16' 80 mil LLDPE <br />- -�� GEOMEMBRANE <br />i <br />3/16' 3/4' <br />MIN 12 OZ/YD -' <br />PROPOSED GCL <br />2 � - NON -WOVEN GEOTEXTILE <br />\ 3 - m F TYPICAL GEOMEMBRANE EMBEDMENT TO CURB <br />- -- ---- BACKER ROD l A 1 00 NTS <br />/ PROPOSED CONCRETE <br />6' <br />TYPICAL SAWED JOINT BATTEN STRIP REINFORCING STEEL <br />E L <br />#4 BARS Q 12' O.C. <br />LOO Nis RANDOM FILL N - 2' <br />10 <br />17' s' �0 Flee <br />80 mil LLDPE <br />GEOMEMBRANE <br />BATTEN STRIP 2' <br />1 3/8' X 1/4' S.S. <br />S.S. WEDGE ANCHOR BOLT <br />3/8' X 3' (TYP) <br />NEOPRENE GASKET <br />1 1/2' X 1/4 - BOTH <br />SIDES OF GEOMEMBRANE <br />SILICONE SEALANT <br />EXISTING CONCRETE <br />H ANCHOR BOLT GEOMEMBRANE CONNECTION <br />200 NTS <br />- °- °- NFy <br />k t=ss�� <br />% 0 : , <br />_..._ ... ... _ ... _\\ _... 7571' 0 <br />N�ww� 80 mil LLDPE GEOMEMBRANE NON -WOVEN G 2 OEX /LE PROPOSED GCL 1VAL <br />rj--�TYPICAL GEOMEMBRANE EMBEDMENT TO CURB <br />100 NTS <br />