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<br /> <br />, <br />'<:REMOVE AND RELOCATE <br />.. i GATE AS INSTRUCTED <br />BY THE.~NGINEER <br />, --"~Q---~~---- <br />_~- 19 -., <br />. - <br />.,............ <br />'ft ' <br />~ '~ <br />-....... <br />" <br />.......... <br />, <br />',,-- <br />, <br />" Q\.. <br />'\ ..,.. '\ <br /> <br />~<'O ~~~. <br /> <br /> <br />(& <br />) .... <br />IC( <br />I \ <br />I '\ <br />\ I <br />\ I <br />I I <br />I I <br />J \ <br />I \ <br />I '\ <br />\ ( <br />I I <br />I / <br />II ( <br /> <br /> <br /> <br />/ <br /> <br />I <br />I <br />/ <br />I <br />,.....,...,.......; <br />.I <br />('~ <br />1..') <br />f' ....,\:,00, II' <br />._~\"_.._/) <br /> <br /> I , I' <br /> I ,'" /' <br /> \ / <br /> I; / ':Z;,il;, <br /> I I 0.1 I,' <br /> ., J I <br /> I I <br />.", I (~ <br />SPILLWAY-OUTLET I (~ I <br />I "- EMBANKMENT I P <br /> , -.(2HEET 4) I / <br /> I / <br /> "- / I <br /> I ,.,., I <br /> I "',...... I <br /> <br />" <br />.l <br /> <br />1 <br />..\ <br /> <br />'" <br />".-.'" .~ <br />'-.- ...... <br /> <br />. . <br /> <br />~......- - -..- <br /> <br />~ ' I <br />'.~ <br />\'..:.'~, <br />\ . <br />\ <br />\ <br />\ <br />\ <br />\ <br />"'" >~) <br />-. .1<") <br /> <br />~- -'- <br /> <br />-.... <br /> <br />=-- - <br /> <br />--- <br /> <br />-~..-.-~- <br />~ _.. - - -- - ", -45/0' APPRC)XI~ATE LIMITS <br />". - ~ OF EMBANKMENT <br />/ BASED ON <br />OBSERVATIONS <br /> <br />, <br />, <br />.... <br />) . I" "- <br />OUTLET rMBANKMeNT TOe DRAIN PLAN VIeW <br /> <br />_ _ - .- .- -. - - 4510- _ <br />- ... <br />". - .. <br />'" <br /> <br />/",..,; <br />I <br />/ <br /> <br />.... <br />....... <br />.... <br />.... <br />, <br />, <br /> <br />--'- <br />". <br />/ <br /> <br />4535 <br /> <br />4535 " <br /> <br />--- <br />-- <br /> <br />- ..~ -' -;" <br /> <br />4530 <br /> <br />CLEANOUT <br />STA 14+19.75 <br />(DAM STA ) <br />CAP EL: 4518.3 <br />INV. OUTEL: 4510.7 <br /> <br />MH 4A <br />STA 12+23.5 <br />(DAM STA ) <br />RIM EL: 4516.0 <br />INV. IN' EL:4507.7 <br />INV. OUTEL: 4507.5 <br />BOTTOM EL: 4506.5 <br /> <br />4525 <br /> <br />MH 1A <br />STAO+89 <br />(DAM STA ) <br />RIM. EL:~5Q9.;5 , <br />B-LINE INV. IN EL:' 4503.5 <br />INV. OUTEL: 4493.9 ' <br />BOTTOM EL:4492.~.... <br />;"~ --- <br />J;,.,~,; <br /> <br />I <br /> <br />CLEANOUT <br />STA 6+77 <br />(DAM STA ) <br />CAP EL: 4521.6 <br />INV. OUTEL: 4511.4 <br /> <br />4530 <br /> <br />4535 <br /> <br />EMERGENCY SPILLWAY <br />CHANNEL (SEE SHEET 4)\ <br />MH 2B <br />STA 3+77 <br />(DAM STA ) <br />RIM EL: 4512.5 ".---- <br />INV. IN EL: 4505.9 /" - / <br />INY. oor a, 4505.7 / / <br />BOTTOM L: 4504.7_---<-- <br />,.." <br />,,- <br />/ <br /> <br />MH 1A <br />STA 0+89 <br />(DAM' STA ) <br />RIM EL: 4509.5 <br />INV. IN EL: 4494.1 <br />, INV. OUT' EL: 4493.9 <br />BOlTOMEL: 4492.9 <br /> <br />4525 <br /> <br />4525 <br /> <br />MH 3A <br />STA 8+89 <br />(DAM STA ) <br />RIM EL: 4507.8 <br />)NV. .IN EL: 4502.5 <br />INV. OUT' EL: 4502.3 <br />...... . ' BOTTOM EL: 4501.3 <br /> <br />---~ <br /> <br />4530 <br /> <br />MH 2A <br />STA 4+89.0 <br />(DAM, STA ) <br />RIM EL: 4506.0 <br />INV~ IN EL: 449S:3 <br />INV. OUTEL: 4498: 1 <br />BOTTOMEL: 4497;1 <br /> <br />4520 <br /> <br />- <br />-.... <br />.....-- <br /> <br />.....---.....--" <br /> <br />16 L.F. 24" RCP C <br />4515 075% TERMINATE IN <br />;lFlARED END SECTION <br />4510 PROVIDE RIPRAP <br />RUNDOWN TO BASIN <br />4 05 BOTTOM (INV. OUT <br />EL: 4493.5) <br /> <br />4510 <br /> <br />4520 <br /> <br />4515 <br /> <br />\,,-------- <br /> <br />4520 <br /> <br />4510 <br /> <br />'\ <br />.... <br />............ <br /> <br />4515 <br /> <br />3' MIN. <br /> <br />--- <br /> <br /> <br />" <br />" <br /> <br />4505 <br /> <br />.... -.... <br />........ <br /> <br />- , <br />,/ -- <br /> <br />0"..... <br />. ~- <br /> <br />---- <br /> <br />--- -- -------....- <br /> <br /> <br />REGRADE TO , <br />MAINTAIN MiN. 3~ <br />COVER OVER PIPE <br /> <br /> <br /> <br />B-L1NE <br /> <br />4500 <br /> <br />4505 INSTALL <br />PIPE <br />4500 WEIRS <br /> <br />4495 <br /> <br /> <br />29S:I: LF OF <br />6" PVC PIP C 1.86% <br />5+00 <br /> <br />@RIPRAP <br /> <br />~' APPROX. <br />RESERVOIR <br />. '. ,I OUTLET LOCATION <br /> <br />.... . 288:1: LF OF <br />: 8"' PVC PIPE C 0.75% <br /> <br />1+00 3+00 <br /> <br />4490 <br /> <br />196:1: LF OF <br />6 PVC PIPE C <br />1.5% <br /> <br />400:1: LF OF <br />8 PVC PIPE C 1.0% <br /> <br />4495 <br /> <br />A-LINE <br /> <br />6 <br /> <br />8 <br /> <br />4485 <br /> <br />4490 <br /> <br />4480 <br />17+00 <br /> <br /> <br />0+00 <br /> <br />7+00 <br /> <br />12+00 <br /> <br />10+00 8+00 6+00 <br />OUTLET eMBANKMeNT A-LINe TOe DRAIN <br />(HORZ.) 0 50 100 <br />(VERT.) 0 5 10 <br />SCALE IN FEET <br /> <br />4+00 <br />PROFILE @ CeNTERLlNr <br /> <br />2+00 <br /> <br />16+00 <br /> <br />14+00 <br /> <br />OUTLer EMBANKMeNT TOe DRAIN PROFILe 0 <br />(HORZ.) 0 50 100 <br /> <br />(VERT.) 0 5 10 <br />S' SCALE IN FEET <br />4540 <br /> <br />CeNTeRLINe <br /> <br />A' <br />4540 <br /> <br />A <br />4540 <br /> <br />4540S <br /> <br /> <br />SET INTO PVC PIPE <br />WITH FOUR SHEET <br />METAL SCREWS <br /> <br />. MH 2A EX. DAM CL ' . <br />q RIM: EL:4506.0 ~L: 4527:1: NHWL: 4519.6 <br />APPROXIMATE I~NVV'OIN EL:. 4498.3 /- ""'\....'- , . , _ . . . _ .. _... ....Y.~~G~ H.T. E'::-3.0:~ <br />DAM' . UTEL: 4498.1 ,,0"" -.... <br />EMBANKMENT.,..-.- BOTT(i)M ~: 44~?:.1-"'" . EX. C~;T----------------~-------- <br />TOE ,,___,-__-.-- -rF-SUMP MANHOLE ROAD <br />__-" L::.I......8.. OIA. SOLID PVC <br />PIPE @ 1.00r. <br /> <br />4500 <br /> <br />RIM EL 4507 8 EX. bAMCL · <br />:. EL' 4525 7:1: . <br />APPROXIMATE INV. IN EL: 4502;5 . ~ ..... . NHWL: 4519,6 <br />DAM INV. OUTEL: 4502;3 _ "" ~\-- _ GAGE HT EL:. 30.0 <br />EMBANKMENT~TTOM EL.: 4501;...3--- '. '-==-.......:L:- .. ..-.. '.-" .:-'1'. ..-;- . . . -. .. . <br />TO:_______.:::-::,......~UMP MANHo.LE E,X. CREST.. --,--,---- ------.----.:...-.-- <br />....."- . ~6" OR 8" DIA. ROAD . <br />SOLID PVC ' <br />PIPE' @ 1.5% <br />1 +00 1 +50 2+00 <br />OUTLET EMBANKMENT CROSS <br /> <br />1 +00 1 +50 2+00 2+50 <br />OUTLET EMBANKMENT CROSS SECTION fB\ <br />W <br /> <br />3+00 <br /> <br />4480 <br />3+50 <br /> <br />4520 <br /> <br />4520 <br /> <br />8" F~~~SV~~~~RR~g:[~~~~~ii.~]~ .i4. ...... <br />gpm (THEL-MAR MODEL) (OR hd. <br />APPROVED EQUIVALENT) <br />REMOVABLE SCREEN <br />ON END OF PIPE <br /> <br />PIPr WEIR DETAIL <br />NOT TO SCALE <br /> <br />4520 <br /> <br />4520 <br /> <br />4500 <br /> <br />4500 <br /> <br />4500 <br /> <br /> <br />4480 <br />3+50 <br /> <br /> <br />4480 <br />0+00 <br /> <br />4480 <br />0+00 <br /> <br />0+50 <br /> <br />2+50 <br />SeCTION @ <br />77 <br /> <br />3+00 <br /> <br />C <br />4540 <br /> <br />c' <br />4540 <br /> <br />NOTE: DAM CENTERLINE STATIONING IS BASED OFF AERIAL SURVEY <br />BENCHMARK INFORMATION. AND IS APPROXIMATELY SHOWN. TOE <br />DRAIN STATIONING AND PROFILES ARE ALONG PIPE CENTERLINE. <br /> <br />SEO ALE NO <br /> <br />MH 2B <br />RIMEL: 4512.5 EX. D~qCL <br />APPROXIMATE INV. IN EL: 4505.9 EL: 4226.75:1: NHWL: 4519.6 <br />DAM INV. OUTEL: 4505.7 _----~~------.... GAGE HT EL: 30.0 <br />EMBANKMENT BqrroM EL: 450~~_-- \ -""-_'-'-:"'=-__:"'_~ . , ........ , . . - . , . <br />__~~-----~_~gUMP MANHOLE ~;i.;rfREST ----------- <br />lli-.....8. OIA. SOUD PVC <br />PIPE. @ 1.00% <br /> <br />4520 <br /> <br />4520 <br /> <br />o 15 30 <br />SCALE IN FEET <br />(HORZ. & VERT.) <br /> <br />4500 <br /> <br />REVISIONS <br />NO DESCRIPTION DATE BY <br /> <br />4500 <br /> <br />4480 <br />0+00 <br /> <br /> <br />3+00 <br /> <br />4480 <br />3+50 <br /> <br />0+50 <br /> <br />1 +00 1 +50 2+00 2+50 <br />OUTLET EMBANKMeNT CROSS SeCTION fC\ <br />W <br /> <br />L <br /> <br />SCALE IN FEET <br />CONTOURS (2' INTERVAL <br /> <br />I , <br />I <br />I <br />I <br />\ <br />\ <br />\ <br />I <br />I <br />/ <br />I <br /> <br />4535 <br /> <br />4530 <br /> <br />4525 <br /> <br />4520 <br /> <br />4515 <br /> <br />4510 <br /> <br />4505 <br /> <br />4500 <br /> <br />4495 <br /> <br />4490 <br /> <br /> <br />I DRAFT I <br /> <br />7 <br />