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1" = 200' <br />TO <br />HIGHLINE <br />CANAL <br />EXISTING IRRIGATION AND <br />DRAINAGE OVERFLOW DITCH <br />PROPOSED DITCH FLOWLINE <br />TO MATCH INVERT ON <br />EXISTING DRAINAGE CULVET <br />EXISTING DRAINAGE AND IRRIGATION EXISTING 36"0 <br />TAILWATER RETURN DITCH DRAINAGE CULVERT <br />G <br />WINNBURG, MARIA C TRUST <br />055-150-22 <br />INSTALL DRAINAGE DITCH <br />SEE CROSS-SECTION DETAIL <br />12' EASEMENTS FOR DRAINAGE DITCH SHALL <br />BE PROVIDED AT TIME OF PARCEL CONVEYANCE <br />DRAINAGE DITCH TO BE MAINTAINED BY <br />PROPERY OWNERS PER OWNER'S AGREEMENT <br />AS A SPECIFIED REQUIREMENT IN FUTURE CC&R <br />EXISTING IRRIGATION TAILWATER <br />RETURN DITCH <br />i+n <br />BOKIDFS, \ FLAG CITY LPF <br />T 055-320-25 <br />THEODORE, .i� <br />& MARY055-320-26 COY <br />055-150-25 \ <br />EXISTING IRRIGATION <br />LWATER RETURN DITCH Q E _ BROGGI ROW - <br />PA CEL 1 <br />1.4 AC <br />PARCEL 2 <br />\ 1.4� <br />PARCEL 3 <br />1.22 AC <br />PARCEL <br />1.19 AC <br />9cF s <br />'P0 <br />1 <br />P,...--- <br />,1.16 AC <br />COSTA, LOUIS L, & MARY <br />055-160-33 <br />ABANDONED TWIN <br />IRRIGATION <br />/30"0 <br />CULVERT <br />VD <br />AC <br />EXISTING 36"0 <br />DRAINAGE CULVERT \ <br />kBANDONED BY W.I.D.)\ <br />PATH OF TERMINAL DRAINAGE <br />----(E) STATE R/W <br />i <br />NEW DRAINAGE DITCH CROSS SECTION (TYP. <br />10 -YR DESIGN STORM SCALE: 1 ` = 2' <br />Q=14.99 CFS (MAX) <br />n=0.0400 <br />S=0.0010 <br />