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'Po <br /> t <br /> •'1 0��R <br /> MCKAY , W. l� <br /> CHURCH <br /> DITCH /DITCH QO. <br /> \\ I <br /> \ \ EX. SOIL PILE i dcz, <br /> _ \ <br /> . Oit� E 66TRAY73.63 \ �— 1RAV/2 . <br /> I.EL: armee <br /> E"-BDtMDARY LPN • • \ EL 6152.72♦ <br /> I EX. BERM- — _ • <br /> EX. BERM v0``. illi EX. BERM ��- - - — — - - - - - - - - EX BERM - - - - _ • _ilinm, <br /> •� <br /> 1� �' ,� 6776 _ _ ,6 '� . <br /> • <br /> NOTE: EXISTING DITCHES. COMPACTTh <br /> LOW PERMEABILITY MATERIAL WITH <br /> 6170 PROPOSED DROP STRUCTURE LAKEWOODLAKfMtlOD 1X• ` . <br /> ROCK EROSION PROTECTION ON FACE PROVIDE 12" THICK SEE DETAILS SHEET 8 \ii <br /> AS DIRECTED BY ENGINEER. INTERIOR MAT OF TYPE VL <br /> SLOPE TO MATCH PROPOSED DITCH (0.r•6") BURIED <br /> GRADE. MINIMUM 10' TOP WIDTH AND RIPRAP AS SHOWN <br /> 2:1 SIDE SLOPE <br /> 1 K <br /> --.) b <br /> 8 ao r 9 \Aiiil <br /> (alma) <br /> 6180 <br /> 6180— MATCH EX GRADE WSE <br /> 0-----=._ _— 0- 0 :...�- — -_� i — — — — — — _ RESHAPE BERM <br /> �gn 0.65X -- — - - ----- --- -- — — _ _ _ _ <br /> < 0.85% -----"s."------ <br /> /::: <br /> —(Dr=9") BURIED ♦� �<�a RIPRAP ♦'♦ �Pw yer, le 64 INV EL: 6169.42 < • "f r. C{ !!4.1"" + 6120 <br /> BEGIN NORTHERN �~ ♦7, c �' c w <br /> DITCH RELOCATION '^ ~� J <br /> 51A1+46.09 Mir 5*N o <br /> NV EL: 6168.7ED <br /> 6090— ® 6090 <br /> — MIL HYDRAULIC GRADE UNE <br /> ENERGY GRADE LIME ) <br /> 60700-50 010 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10100 11+00 12+00 13100 14 00 15100 16100 17+00 <br /> LEGEND <br /> L . A „ EX. FENCEUNE PROP CENTERLINE <br /> 1 0 1 — — EX. DITCH OR POND PROP PIPELINE <br /> — — — EX BERM OR SOIL PILE - EX 10'CONTOUR • <br /> EX ROCK PILE EX 2' CONTOUR SRIF NO 8 BESTWAY CONCRETE COMPANY <br /> PROPERTY UNE <br /> ♦ TEMPORARY BENCHMARK • EX. PINE TREE bigots CHURCH AND MCKAY DITCH RELOCATIONS <br /> • EX "T" POST Na oamr>o• 617E n PLAN&PROFILE <br /> • EX PROPERTY CORNER (FIND) 0. EX. DECIDUOUS TREE 1 per,COWAN COMMS 'Dr261 aK sxs sln Rivet• EX BOULDER z DM"'WM'««M" 6.11261 x CIVIL R E S'!U R C E S LLC "'".t 6e"RW.4a.co e053 <br /> ELEVATION REFERENCE: USGS BENCHMARK TT-24J EL:6205.7 1 pev 0.0.8.r eeslw.r ¢Vm1,.n ' 303 833 Lus CO Nu"ss 2050 If) <br /> 01S761ED M: -M.- IW N4 6N6: <br /> D."VNW8,,,' <br /> r: am: 5DESIGN.DWG <br /> • c3 55 mA$1*,ED <br /> WA& s 1.13.23M Wh 3 of B <br />