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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />a� <br />V <br />m <br />o� FINISH GRADE AT <br />575 <br />ooNo^ DRIVEWAY (TIP.) <br />575 <br />ono <br />o t� EXIST. GROUND AT <br />o + I' DRIVEWAY (TYP.) <br />O <br />CIA <br />Z lid <br />- <br />570 <br />_ <br />-1.50.°K <br />570 <br />565 <br />11�F tit" S0 <br />565 <br />SO612 <br />0 <br />C802 TYPE 1 <br />560 <br />RIM=569.39 <br />560 <br />IE(12"W)=566.17 <br />CE101, TYPE 2-48" <br />555 <br />RIM=570.70 <br />555 <br />IE(12'S)=561.80 <br />IE(12'N)=561.80 <br />IE(12-E)=561.80 <br />EXIST. GRADE AT DRIVEWAY I q (TYP.) <br />550 <br />FINISHED GRADE AT DRIVEWAY q <br />TYP. <br />550 <br />oltoi oIto �I� <br />�''� <br />30+00 30+60 <br />DRIVE C <br />585 <br />585 <br />EXIST. GROUND AT <br />DRIVEWAY (TYP.) <br />W <br />580 <br />580 <br />app Q <br />ro <br />�ao <br />575 <br />- 04 to <br />K <br />575 <br />NQ II <br />N{� <br />? II W 1.00% : <br />( n W W <br />570 <br />570 <br />FINISH GRADE AT <br />DRIVEWAY q (TYP.) <br />565 <br />565 <br />EXIST. GRADE <br />AT DRIVEWAY,q (TYP.) <br />560 <br />FINISHED GRADE AT DRIVEWAY q TYP. <br />560 <br />P, <br />K <br />Ln un in un <br />in un <br />120+00 120+60 <br />DRIVE M <br />590 <br />590 <br />HIGH PT STA: 50+7329 <br />HIGH 'PT EL: 574.65 <br />PVI STA: 50+80.00 <br />PVI STA: <br />51+40.00 <br />585 <br />PW EL: 574.92 <br />PVI EL: <br />572.50 <br />585 <br />AD: -6.02 <br />AD: <br />2.02 <br />ti <br />K. 6.64 <br />K.- 29.68 <br />tj <br />40.00' VIC <br />60.00' VIC <br />o <br />e 8 o <br />e <br />580 <br />oro <br />�u 6— o� <br />08 <br />580 <br />ui`Ori <br />on +rpi <br />uoi o II <br />w <br />61 Lei (ii W <br />FINISH <br />GRADE AT W °f <br />z <br />o c� c� cti U a <br />mm wW on on <br />c� o rn ao <br />DRIVEWAY (TYP.)ww N(dN <br />i id <br />575 <br />- ---- <br />to <br />to <br />575 <br />2.00% <br />g� <br />Z II W <br />EXIST. GROUND AT <br />- <br />DRIVEWAY ¢ (TYP.) <br />$ <br />570 <br />153L1F <br />570 <br />12" SD <br />S=2.33 <br />0 <br />565 <br />CB15 'TYPE <br />1 <br />565 <br />RIM=573.93 <br />IE(12L)=570.31 <br />CB155, TYPE i <br />RIM=571.22 <br />560 <br />IE(12"W)=566.73 <br />560 <br />IE(12'N)=566.73 <br />IE(12'S)=566.73 <br />EXIST. <br />GRADE AT DRIVEWAY q (TYP.) <br />555 <br />FINISHED GRADE AT DRIVEWAY q <br />(TYP.) <br />555 <br />^ <br />ro'c`Fo ro'� <br />ro'N <br />ro'CN <br />n; LNO <br />Lnto LnNO <br />Lnh <br />LC) to <br />50+40 51+00 51+60 <br />DRIVE F <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />15. <br />HORIZ. IN FEET <br />rwhat%below. <br />:all beforeyou dia. Copyright ® 2020 CPH consultants, -LC. All Rids Reserved. <br />O <br />z <br />z <br />O <br />z <br />z <br />U) <br />3 <br />z <br />z <br />U <br />2 <br />O <br />2 <br />O <br />z <br />to <br />U) <br />W <br />U) <br />W <br />Cr. <br />W <br />a <br />a <br />Z <br />(f) <br />W <br />C7 <br />N <br />I..L <br />Q <br />0 <br />U <br />J <br />LLJ <br />0LLI <br />m <br />0 <br />a <br />o <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />mm <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-3 NE 1201h Street <br />laddand, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - )509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.23 <br />SHEET 26 OF 51 <br />