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--- ---- --- <br /> ------------------ <br /> � boo CpAPE �qS ,a �'„ -- _ ._ —---'�•• �� , <br /> \ ETE HEADWALL', <br /> — <br /> \ �NATH FLAP GATE <br /> 1 <br /> 9 O o/A A <br /> MH-mS)1'Y"' 19+00 20+00 21+00 �....._ 22+00 22+99 \ 1 <br /> CONCRETE HEADWALL <br /> WITH FLAP GATE TIE AS-CONSTRUCTED SLURRY WALL <br /> INTO EXISTING DITCH , \ <br /> 1 _ <br /> --- • \\ , <br /> SOUTH PIPELINE PLAN <br /> 0 50 1D0 <br /> MATCH MANHOLE RIM TO FINAL GROUND ELEVATION, SCALE IN FEET <br /> GRADING PLANS BY OTHERS 5110 <br /> 5110 (TYP.ALL MANHOLES) <br /> ________ <br /> w� 5100 5100 <br /> a ' <br /> ` MLNE FILL <br /> 5 <br /> 5090 5090 <br /> 2 <br /> 3 <br /> 5080 5080 u <br /> ,a Z SLOPE LINER TIES <br /> O INTO EXISTING RIP_ O <br /> COMPACTED LINER <br /> Y RUNDOWN BULLISEEP <br /> w 5070 1%SLOPE w <br /> 0.5%SLOPE 0.5%SLOPE <br /> x 5060 <br /> f 5060 217.1'OF 8'DIA SOLID PVC PIPE 153.T OF 8"DIA SOLID PVC PIPE I 485.7'OPEN CHANNEL — <br /> w Zg <br /> Y A� <br /> Z�- � <br /> 5050 ry n$n o n gr� APPROXIMATE BEDROCK SURFACE a 9 yN� �� <br /> j i a�w LL x i s <br /> z �vioa03 SOU w Oz <br /> v~iEawb� �"=m�zz �i0€> �zw <br /> N <N-- w 3_ Nwm HATCHERY PIT PHASE 2 SLOPE LINER <br /> 5040 5040 <br /> 14+50 15+00 15+50 18+00 16+50 17+D0 17+50 18+00 18+5p 19+00 19+50 20+00 20+50 21+00 21+50 22+D0 22+50 23+00 23+50 24+00 REVISIONS <br /> STATION(FT) <br /> m NO DESCRIPTION DATE BY South Pipeline Plan and Profile(2) <br /> SOUTH PIPELINE PROFILE i OWNER REVIEW NOV 2018 CJH wa B.aaFoa ao.,B OG q 9URE20B <br /> } Vertical Scale(FT) 0 10 20 2 AGENCY REVIEW NOV 2018 CJH D E E R E 6� A U L T M—URNT,co�BB3 <br /> c TEL 303.031.t KB FA%]Od.651.19W <br /> DESIGNED BY: CJH APPROVED BY: CJH JOB N0. SHEET'. <br /> Horizontal Scala(FT) 50 700 — <br /> S <br /> DRAWN BY: ITR DATE: NOV 2018 0247.024.00 12 Of 13 <br /> CHECKED BY. CJH SCALE:AS NOTED <br />