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HEIT PIT <br />SW CHAMBERS, LLC <br />UNDERDRAIN DESIGN <br />~i ~ <br />~~ b I <br />/ IY / DRY r- / ` .. <br />~ ~ PROPERTY_._,_1 CREEK `1 <br />/ ® D ~sG ~Bls.o'~ BOUNDARY l1 ~ ~~L PROP: <br />``.~~/ SLURRY <br />/ NtALC <br />1 / ~ I ' HEIT" <br />L 1 ~ ~ i ' PIT <br />~ / wEgr sroE PIPE; f ; <br />/ ~ 600' 1~l, N-j2 wr sa ~. I j <br />' \ ~ SP PERFORATEDI OR ~\ ~L~ PROPOSED t <br />i <br />/ / EOUNALEM. UNDERORAIN. ) <br />J ~ ® :waRao, T___ <br />~_. ~`. <br />EXISTING CON70URS <br />1 `-LIIIIE DRY CREEK t I o'/ y J '~',3p~ -' , <br />1 ~ _ I O~J~'f? APPRO% LOCATION' / rte] <br />F ` - I P Ati KOENIG PIT-' <br />`` ` ~ \ ~ j~3~' SLURRY WALL <br />~ Fv <br />~ cuT swALE <br />M/JNTAINSPOSITIVE \ `~ ~F ` 1 66.5' <br />DRAINAGE SLOPE T \ ~ ~ \ I ~ ' <br />LITTLE ORr CREEK. \ <br />1 SWALE TO BE MIN 6' ~ ~` <br />\ DEEP 6/ 4' WIDE. ®` I ~ I 1 <br />\ WATER .\ <br />\ AIONRORING ~CR MW1 I <br />~ PROPOSED SLURRY WALL <br />~ ` \ WELL PCONTOUR I \ \\'• , ' E%ISTING CONCRETE SWALE <br />EX. FENCE ~ GRAgNG. 1809' _~ _ + \ , \ .` - - - - <br />END OF RIPRAP FL.I <br />\ ~ j+DO 2+0o r S+oo -sm -®- -s«eD _ _ . s+oo ~+oD g a+oo <br />_ ELEV. 1848.5' _ _ _ <br />`'"~~ I FES INVERTS - ~ - _ _~ <br />EX. POWERPOLES""°'--- sga9. ' 0+00~ ~ CONCRETE SWALE FLOW DIRECTION INVERT 48x9.0' <br />ROAD 20 <br />`~t~- - <br />SEE OUTLET DETAR Aj <br />~\^~ SOVTN 510E PIPE, 800' 6'0 ADS N-12 MR SP PERFORATED. OR EOUNALENT '.. <br />i <br />8 <br />)g~ <br />pi <br />C <br />NGlFS: I I <br />)F%ISTING fDx0lTtOxS, fXCEPf TOBGGR~RA', <br />RROVI[IEG BY RING SURVEYORS, <br />1j TO1V%IUPNY BY OVR RESWR~.S. LLC. <br />UNOfA[MAp <br />NAN VIEW <br />CIVIL RESTU RCES, LLC <br />- lea <br />~ cNe _ <br />