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Elev. 11.260.5' <br />.r--- Spillway <br />so 4' 0 "—►I <br />°r o <br />/AY <br />Bentonite /Fill mixture' <br />Extend cutoff to <br />rock outcrop on NE end and bottom <br />and to headwall on SW end. <br />(10% bentonite blended w/ <br />select fill) <br />Cutoff /Dike <br />Cross Section <br />Scale— <br />0 2 4 6 ft <br />Canal Lining <br />Clayey Soil or <br />10% bentonite blended <br />w/ select fill <br />Maintain 2.0% 3. <br />Canal Slope <br />1 12 <br />2 <br />4' 0" -- -0 <br />Bedrock <br />Interceptor Canal <br />Typical Section <br />Scale <br />0 2 4 6 ft <br />Riprop. D50 - 18 in. <br />Place on crest and <br />upstream and downstream faces <br />2 <br />Non -woven Geotextile or <br />6- Granular Bedding <br />Common Fill <br />Compact to 85% <br />stnd. proctor density <br />12" <br />I <br />2 <br />Canal Bank /Roadway <br />A� <br />CMC001539 <br />Concrete Headwall - Plan <br />Scale <br />0 2 4 6 ft <br />�v Common Fill <br />10" Compact to 85% <br />stnd. proctor density <br />#5 12" Final Grade <br />Each way. �, j 24" dia.. SDRI7 PE Pipe <br />each face Spol1126Q5' _ _ .. <br />(See section this sheet) <br />24" Cast iron gate 5' 0" <br />Lift and anchor <br />bolts as required FLOW \ <br />(Waterman C -10 or <br />equiv.. flat back style) — — - -- — D - --E ----------- - - - - -- — — — — — <br />A T Inv. El. 11257.0' <br />Inv. El. 11257A 2. 0" <br />#5 Bars a 12" O.C. <br />#5 Hoops (2) (as shown) <br />i <br />X_ Ti �. <br />//XV <br />27" Palmer- Bowlus Flume <br />w/ integral approach section. <br />Flume must be level in all <br />directions. <br />B � 10" <br />L................. <br />Bedrock or Competent Foundation <br />Material as verified by Engineer <br />Section A -A <br />Scale <br />0 2 4 6 ft <br />Reinforced concrete 17" (approx.) <br />imbedding r--4' 6- -01 14-10" Compacted backfill <br />2 " Wire sidde clips <br />29" �1 to re-bar <br />3 #4a8" <br />o B Both ways <br />L <br />- . <br />:.........._......._._......._J 24" <br />LLI <br />1 #4 8M Form to earth <br />Bend into floor <br />Canal <br />Bottom <br />Width <br />Flume Installation <br />0 2 4 <br />Set flume invert <br />at regraded canal <br />invert elevation. <br />Locate flume near <br />STA 21 +50 <br />6 ft <br />Section B -B <br />Bcdo <br />0 2 4 6 f1 <br />• Exhibit 62 <br />, 42— <br />