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Iw <br /> 000 <br /> 9215 <br /> STOCKTON STREET (LODI) <br /> S %2 II - 11 %4 <br /> I Sheet <br /> Sec. t T.3 N.R.6E. <br /> _ I _ <br /> � L <br /> El N I: <br /> C <br /> O <br /> elQ <br /> p <br /> I <br /> a Sta. 0+00 Fd. Bolt on I. of Turner Road Sta. 20+3225 Fd.3/4 I. Pie on North Line <br /> ' Beginning of Survey gi of Lawrence St. End of Survey <br /> IIS Stockton Street <br /> \ East R/W Line / \� <br /> East RAW Lin¢ I — — — <br /> W1 T <br /> ----------- ---- ----------- --- - ------------------ <br /> ��-- <br /> . <br /> :I <br /> ---�--w.—.,_—s—yCP—i,II ._——�----;— <br /> ------'►---_--- <br /> ----' <br /> IIIl' <br /> .�+.I�. <br /> I <br /> . _ +----- <br /> �b —IL,6_—'- —----3.—+—+—�--. <br /> 6—"-- <br /> Iov —8 ----- 9 ------ 10------ — 2------3 ------4---- --5------ 1, <br /> _.. <br /> -------�8 <br /> II <br /> ----7—I- _—-9 <br /> — <br /> ..� <br /> +,z— <br /> N <br /> sy—x—x—x—x- - x—z—x—x—x—x—x—x—x—x— <br /> IWest RAW Ln¢ West RW Lin¢ <br /> \X <br /> N 4' 42' E 2032.23' <br /> n <br /> x 30" <br /> 30-— <br /> ' <br /> Q25'x 30 B. SJ <br /> Penetration <br /> Penetrationcr Treatment Treatment <br /> Shoulder Shoulder <br /> 2%slope 2%Slope <br /> WFAi 5%SI 5%Sl <br /> 123% <br /> TYPICAL SECTION <br /> Scale 1'- 100" Scale, I'=6' <br /> 48 ' <br /> L 6' __•_ <br /> 1,I <br /> _ ' <br /> � I <br /> 48 <br /> rk <br /> 4747 _ <br /> 0.25 <br /> 46 46_ ---------Riot Sde lct034545 <br /> 44 44 <br /> es43 Proposed Grade for Leff&Right Ditch4342 Sides <br /> 41 41 <br /> Note <br /> 2' Storm Sewer at <br /> Ste 18+01, PL 28.6— <br /> srjI'I <br /> , <br /> I <br /> 0 1 2 3 4 5 6 7 8 9 10 I 2 3 4 5 6 7 8 9 20 <br /> - <br /> 12L" <br />