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Q <br />qIc <br />2 a <br />c� OO j <br />(0 (nn 2- <br />Q <br />a �M F <br />y z <br />-i a <br />J <br />y J <br />z a <br />I <br />I <br />l <br />W& <br />���y <br />4+2� <br />a <br />3Z <br />o <br />z '� <br />� <br />Lo <br />R'Y <br />W3k <br />o? <br />y - <br />v <br />z W? <br />o <br />w <br />u<Q <br />y <br />OJW <br />x a. <br />0H <br />Z 6 <br />U) o <br />COO <br />N N <br />13 <br />0 <br />n <br />`V <br />H <br />314 <br />N <br />DITCH FLOWLINE <br />14 <br />12' P.U.E. & D.E. <br />Q <br />U Cil <br />N <br />15 <br />EDGE STRIPE PER DETAIL <br />27B PER CALTRANS <br />STANDARD PLANA 20 B <br />c <br />n` c <br />N 'IT <br />� <br />16 <br />O <br />to Q <br />N <br />� <br />« <br />0 <br />INSTALL 24"X60' CSP <br />I <br />•_ 1,56E D45TAIL 35 <br />I <br />2 <br />04 <br />N <br />- <br />EP <br />- <br />N <br />.- <br />- - <br />- <br />s <br />10 - <br />�1 <br />g <br />o <br />N <br />h <br />!� <br />W <br />3 <br />O <br />6' 4' <br />6' 30' <br />40' <br />0+00 <br />o <br />0. <br />o <br />o <br />O <br />�o <br />rn <br />-� z k <br />a ymz <br />h mho <br />I�� <br />O H <br />k O <br />o� <br />N o <br />v <br />Q <br />1+00 <br />12 <br />2+00 <br />V <br />~�`��Q <br />K <br />� <br />3+00 <br />11 <br />P <br />4+00 <br />�ZtWA <br />q 12'P. u E. & D.E. -T <br />� aG? <br />V <br />S <br />5+00 <br />10 <br />0+00 <br />v <br />CENTERLINE STRIPE PER CL <br />OL DETAIL 2 PER <br />t1 C STANDARD PLAN A 20 AS U <br />QIlk <br />ap •. <br />9 \� 8 <br />N <br />D <br />SCALE : 1"=40' <br />7+00 0+00 0+00 90+00 <br />j <br />o <br />99+00 <br />EXIST. GRADE <br />AT ¢ ROAD <br />- <br />- - <br />-- <br />- - <br />— <br />— <br />- - - <br />- - <br />-- <br />en <br />en <br />PROPOSED <br />ELEVATION <br />,r <br />-- <br />— <br />— <br />-- <br />-- <br />sn <br />-— <br />- o <br />- <br />'^ <br />- - <br />-- <br />--ut <br />Km- <br />Qb <br />cS <br />cS <br />52 <br />59 <br />_ <br />59 <br />o <br />_ <br />50 <br />1450 <br />49 <br />—.. <br />40 <br />48 <br />— — <br />— <br />48 <br />or Az <br />47 <br />— — <br />47 <br />-Z4 <br />CSP <br />ER <br />SEAL: <br />QROFESSI0I , <br />�0 41 <br />R. F. KRCH r', <br />No. O012681 <br />�" Exp, 3/31/� <br />Jj CIVIL \Q <br />4lFOF CALIF <br />R. F. KRAETSCH = CIVIL ENGINEER <br />9522 EAST LUBELL LANE, ACAMPO20 <br />PHONE (209)) 36 387-01-0127 <br />%�DATE: //-1#O - 9f► <br />R, F. KRAETSCH, DESIGN ENGINEER R.C.E. NO. 0/21 A / <br />EXP. DATE .3/ f <br />o <br />REVISIONS <br />BENCH MARK: ELEV.: <br />DATUM: <br />DESCRIPTION : <br />JOB N0. <br />S P I ES S RANCHO, UNIT N 0 . 1 <br />SUBDIVISION IMPROVEMENTS <br />SPIESS ROAD <br />SHEET <br />2 <br />OF <br />N0. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : <br />SCALE HORIZ. 1"=40' <br />SCALE VERT.: 1"=2' <br />DRAWN <br />DESIGN : <br />FILE N0. <br />CHECK <br />