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F- <br /> 0 <br /> OPEN CHANNEL I END NORTH DRAIN PIPET <br /> CONCRETE HEADWALL <br /> EXISTING- <br /> ' DRAINAGE DITCH 1 ; <br /> _ _ - <br /> ,. 16+00 "fH+OIS. 1T++oo- - 16.00— -15fQD -14+00 13+00 -`#'--r �8'SO <br /> 12+00 11+00 -1 LtD PVC PIPE <br /> \ RIPRAP I �'; - fir= -s+ MH-3(N) 8 SOLID PVC PIPE MH-2(N) <br /> % 00__ <br /> \ RUNDOWN j \ I I - --' 8+ - '7+00_ 6+OSI SMO 4+00 PROPOSED <br /> - NORTH PIPELINE <br /> J / LLJ <br /> a <br /> i 1 1 EXISTING WATER POND a <br /> COMPACTED LINER ALIGNMENT od/ _ ' p <br /> 1 4 EXISTING WATER POND j i AS-BUILT LOCATION 3-22-17 ;/ b _ w <br /> 0 <br /> , <br /> , <br /> \ SH NORTH DRAIN PIPE <br /> 1 - <br /> SOUTH DRAIN PIPE <br /> 0 <br /> ----------5070-_________.___ <br /> Lu <br /> Lu-- p 8 <br /> -_- --- - <br /> ---Imo---- <br /> TIGERS RESERVOIR ' --- <br /> (AKA NORTH DAHLIA <br /> M <br /> RESERVOIR) j W s <br /> -- - COMPACTED LINER ALIGNMENT o <br /> 4` I ' ' MH-2(S) <br /> AS-BUILT LOCATION 12-15-16POSED <br /> PRO <br /> SOUTH PIPELINE <br /> ° I OQ�G ykcA <br /> a RUNDOWN <br /> 1 <br /> ! l 21 <br /> LID"� \ \ COMPACTED LINER / SO PVC PIPE 10+00 8+00 <br /> A SLURRY WALL ALIGNMENT o"5 0+���„ ALIGNMENT AS-BUILT MHAS) 8 11.00 MH3(S) <br /> E AS-BUILT LOCATION 12-15-16 ,EXISTING 1 - LOCATION 2-14-18 12+00 <br /> DRAINAGE_bFLCH <br /> z CONCRETE HEADWALL <br /> 507Q WITH FLAP GATE TIE PV C PIPE <br /> E 00 <br /> s0. <br /> - 0 <br /> INTO EXISTING D R H 8"SOL N <br /> so; MH-6(S) 16+00, MH-6(S) <br /> �P <br /> , <br /> , <br /> t <br /> ` h°ew, ` HATCHERY PIT PHASE 2 SLOPE LINER <br /> REVISIONS pipeline Drains Overall Plan <br /> NO DESCRIPTION DATE BY <br /> OWNER REVIEW NOV 2018 CJH <br /> fir'" 2 AGENCY REVIEW NOV2018 CJH DEERE 6 A U L T aaosAwvoaTRo-eo°�surtEms <br /> - I o i0o 20o TEL J03 85t1C8 F rnoNT,M eosoa <br /> .' Nt JIXA&St.tGee <br /> �l SCALE IN FEET DESIGNEDBY: CJH APPROVEDBY: CJH JOB NO. SHEET. <br /> DRAWN BY: ITR DATE: NOV T018 <br /> CONTOUR INTERVAL�2' ,= 0247.024.00 8 of 13 <br /> ' (�° CHECHED BY: CJH SCALE.AS NOTED <br />