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Lm <br />22 <br />- - - - - - - - - <br />.r;' <br />q <br />Vk, <br />Ilk <br />\ <br />- - - - �- - - <br />23 <br />- - - - <br />- - <br />UNIT NO. 1 <br />A <br />R�-_- - <br />UNIT NO. 2 <br />30'D. E. <br />I A <br />12' P.U. E. B D. E. <br />- - - - -� - - <br />- - <br />EAST Of UNIT NO. l <br />EDGE STRIPE PER DETAIL <br />27B PER CALTRANS <br />STANDARD PLANA 20 B <br />- - - - - - - - - - ---------- <br />SECTION A -A <br />EXISTING DITCH TO BE RE -GRADED <br />WITH UNIT NO. 2 TO PROVIDE FOR <br />DRAINAGE DETENTION. <br />- - - - - - - - - - <br />-- <br />N <br />N <br />ip <br />22 <br />S <br />23 <br />24 <br />io <br />N <br />125 <br />N <br />E.P. <br />E.P. <br />26 <br />27 <br />28 <br />iV <br />N 29 30 <br />' <br />1 <br />- <br />32 - <br />() <br />ip <br />N <br />X <br />N <br />U <br />U <br />--- <br />- - - - - - - - <br />4K tlii <br />U <br />u � <br />04 <br />N <br />SCALE : 1'=40' <br />22+00 23+00 <br />--- <br />- - - - - <br />Q' <br />X <br />�1 <br />N <br />�. <br />24+00 <br />- - <br />? <br />-Irk <br />�• <br />c�s� <br />--- <br />- - - - - <br />DITCH FLOWLINE <br />IS <br />25+00 <br />R - <br />- - - <br />ESSs <br />26+00 <br />---- --- <br />- - - - - -- <br />l2' P, U. E. B D. E. <br />" <br />w <br />y <br />� <br />y r� <br />I <br />o <br />N y <br />® <br />27+00 28+00 <br />--- --- <br />- - - - - - - - - - - - <br />GOAD <br />29+00 30+00 <br />- - - - - - - <br />CENTERLINE STRIPE PER <br />DETAIL 2 PER CALTRANS <br />STANDARD PLAN A 20 A <br />39+00 <br />- - - - <br />- - - - - - <br />32+00 <br />X <br />m <br />2 2 <br />O <br />m � <br />y <br />of <br />� U <br />33+00 <br />EXIST GRADE <br />AT ¢ ROAD <br />PROPOSED 2 <br />ELEVATION Sus <br />57 <br />56 <br />55 <br />55 <br />54 <br />=a.14 9 <br />54 <br />53 <br />-� <br />53 <br />4 9 <br />52 <br />_ -- <br />52 <br />_ <br />51 <br />_ <br />59 <br />5® <br />5® <br />Q. -� <br />U <br />Q <br />SEAL: <br />4 <br />��Qic `°f•x\ <br />t *� R. �, KRAET:3N�'s ::� <br />d +- � <br />I N0. 012681 <br />,_ <br />Exp. 3/31/ 1 <br />CIVit <br />to <br />R. F. KRAETSCH = CIVIL ENGINEER <br />9522 EAST CUBELL LANE, ACAMPO, CA 95220 <br />PHONE (209) 387-0127 <br />/ DATE: //— /O - 9S <br />R, F. KTSCH, DESIGN ENGINEER R.C.E. NO. O/Z&D / <br />R, <br />EXP. DATE <br />REVISIONS <br />BENCH MARK: ELEV.: <br />DATUM: <br />DESCRIPTION <br />JOB N0. : <br />SPIESS RANCHO, UNIT N 0 . 1 <br />SUBDIVISION IMPROVEMENTS <br />SPIESS ROAD <br />SHEET <br />a <br />OF % <br />N0. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : <br />SCALE HORIZ. 1'=40' <br />SCALE VERT.: ,•=z' <br />DRAWN : <br />DESIGN <br />FILE No. <br />CHECK <br />