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• <br />- * —' <br />11 T <br />11 <br />II <br />-_\® <br />0R 20 40 <br />POND 1 <br />BOTTOM — 907.4 <br />NWL — 912.4 <br />HWL — 913.6 <br />4 <br />k <br />c 6 <br />kll <br />16' <br />11111 <br />336 <br />Sow t= <br />�, <br />r^ ✓ <br />a DITCH BOTTOM 912.4 <br />• <br />s� <br />4+00 <br />5,110 <br />I <br />Cam______ <br />W <br />7 0 <br />8 <br />-- <br />OTTER 1'_FkE <br />ROAD <br />j <br />wig <br />1 ,= <br />`/ <br />A �/ <br />• 913 <br />L4 1 <br />`911— <br />OTTER LAKE ROAD IMPROVEMENTS <br />STREET & UTILITY CONSTRUCTION <br />LINO LAKES, MINNESOTA <br />9t <br />913 <br />912— <br />g/ <br />• <br />5001 ` <br />sao3 O A <br />I <br />MATCH EXISTING <br />— <br />\\ <br />E _ <br />L <br />8 ` /1 <br />_"_ il <br />J <br />SKIMMER PROPOSED 3' WIDE <br />SEE SHEET 7 DITCH ®1.0% TO <br />PROPOSED STORM SEWER FOR DETAIL ELEV 911.0 <br />SEE SHEET 12 <br />2 II.� <br />,;i <br />SFI <br />iL <br />I R <br />-_I <br />ledi <br />3 <br />j <br />ll <br />Ff <br />5I ? <br />4:1 MAX SLOPE III <br />100 YEAR 24 HOUR I <br />TOP BERM 914.0 HWL 913.8 <br />\ <br />/ _ _ _— — _� NWL 912.4 N. <br />/ — 911.4 912.4 <br />MATCH EXISTING' <br />14:1 MAX SLOPE <br />MATCH EXISTING <br />/ 4:1 MAX SLOPE <br />\ <br />\ \ <br />/ MATCH EXISTING <br />MIN. 1' DEPTH 4:1 MAX SLOPE <br />/ <br />4.., <br />4' 4'7 <br />3' <br />1 <br />1 1 0 907.4 <br />Ir <br />POND SECTION A -A CHANNEL SECTION B -B <br />TEMPORARY POND GRADING <br />SAP. 210 -114 -001 OTTER LAKE ROAD I <br />SHEET 13 OF 28 SHEETS <br />• <br />