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20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />O <br />ib <br />APL I CELLA COURT <br />30' 30' <br />7' 7' <br />M <br />SGALE:1"=40 <br />zz <br />CONCRETE "V" DITCH <br />A5 PER THE PROFILE <br />AT RIGHT <br />136 L. F. - 12" R.C.P. <br />AT 5=.012 <br />S 7ORM 17/� I N GONNEG T I ON <br />SCALE: 1"=40' <br />PROPOSED 6RA12E <br />E.XISTI N6 GROUND �- <br />----------T----- <br />12" WATER <br />H=11.0 10) C. B. 57 <br />S.D. M. H.1 27 115 I. E.=14.46 <br />4 .5 <br />RIM= <br />1LM R..V. P• <br />136 L. F. <br />AT 5=•pf3 <br />=10.17 <br />f` <br />20 <br />18 <br />ib <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />O <br />=11.55 <br />C. B. # 57 <br />I.E.=14.48 <br />2. <br />3. <br />SCALE: 1"=40' <br />5. <br />n <br />EXISTING GROUND <br />•o <br />N <br />7. <br />�kn <br />r <br />N <br />�iw <br />z <br />0 <br />a <br />u <br />0 <br />U.1 <br />H <br />Q <br />z <br />0 <br />C <br />� <br />rn <br />8 <br />� <br />'r <br />M <br />`r' `" <br />L_ <br />>L. <br />�rn <br />J <br />+ <br />+ <br />N <br />4 <br />- <br />q <br />C <br />_ <br />U <br />N <br />v <br />N <br />C. B. # 57 <br />I.E.=14.48 <br />2. <br />3. <br />SCALE: 1"=40' <br />5. <br />n <br />EXISTING GROUND <br />•o <br />N <br />7. <br />�kn <br />r <br />N <br />�iw <br />z <br />0 <br />a <br />u <br />0 <br />U.1 <br />H <br />Q <br />z <br />0 <br />C <br />RECQF1DDRA111'ING <br />Corocut r), b _ <br />No Chaoe �By <br />• <br />rn <br />Ln <br />co <br />co <br />W <br />Z <br />M <br />`r' `" <br />L_ <br />>L. <br />�rn <br />= <br />N <br />C] Z <br />q <br />C <br />_ <br />U <br />_.0-oU- <br />W) <br />OJ <br />z�o <br />1Ru�J 0 <br />= <br />O <br />W <br />U) <br />CJ rn <br />m <br />W m <br />v <br />Z <br />�O� <br />�7 <br />T <br />N 0 N <br />V1 <br />�$o <br />W <br />a <br />RECQF1DDRA111'ING <br />Corocut r), b _ <br />No Chaoe �By <br />z'' <br />V <br />ti <br />Arry Porson Use tg 1 • ; C a tiny St, �mld Verify <br />All info,m+',on P.Y:rsi jec'i q P)t e Ot Work <br />W <br />1L <br />= <br />� <br />q <br />1Ru�J 0 <br />N'� <br />U) <br />v <br />1 I 1 20 <br />c. s. * 51 14 <br />I.E.=14.50 <br />H&(10) 12 <br />=10.54 <br />10 <br />. \0 6 <br />4 <br />2 <br />0 <br />H <br />SCALE <br />HORIZONTAL 1"=40' <br />VERTICAL 1"=4' 0 <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. S. H. <br />DATE: AL16• 14, 2006 <br />SCALE: NOTED <br />DWG: 2466-VDPP <br />CHECKED: KA <br />]OB # 2966-04 <br />SHEET <br />OF <br />