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0 <br />NOTE: <br />Z <br />ALL PROPOSED PAVEMENT MARKINGS <br />SCALE :^=2o' <br />PER CALIFORNIA DEPARTMENT OF <br />TRANSPORTATION TRAFFIC MANUAL. <br />CHAVEZ <br />APN: 183-320-63 <br />F <br />63-3 20-58 <br />APN: 1 183-3 <br />i <br />} <br />O <br />} <br />PLACE <br />W <br />a <br />BEGIN FENCE-,, <br />- RELOCATE EXIST FENCE <br />INSTALL 50-42 516N PLACE 12"x20' G.S.P. N REMOVE d DISPOSE OF <br />OSE Of: EXIST 12" PIPE CULVERT <br />a <br />; PLACE FENCE AT R/W (T'PJ <br />DITCH PLOWLINE— <br />1� yW — — — — — <br />— — EX 58 PIPE GU RT — <br />—T— <br />— — — <br />— <br />— — — -- <br />—JI <br />L— <br />— — <br />— — — <br />— — — — — — — — — — <br />�_ �— <br />— <br />— <br />— <br />9.2� <br />E OF SHOULDER EP <br />15'25A0 <br />n <br />9 <br />_aP �F•�j _ <br />- <br />- <br />10 <br />_� PLACE DETAIL 2"IB <br />15 <br />i 14 - <br />- <br />- <br />- IS - <br />- _ <br />PLACE DETAIL <br />Ib_ <br />12 <br />_ <br />- - <br />- - <br />- <br />�_ n <br />_ <br />PP <br />PLACE DETAIL 218 �` <br />PP <br />a^ <br />rr <br />-—~EDbE <br />R/W <br />\ <br />SEP <br />_ <br />OFSFfr7fJLDER <br />— — <br />REMOVE EXIST PENCE <br />Roll I <br />I <br />-T ---- <br />cv� / <br />/ <br />— —�-- <br />�-- — —` DITCH FLOWLINE <br />�L EDGE OF SHOULDER <br />— — — <br />— —� <br />0 -- <br />— <br />— <br />— <br />EXIST UTILITY POLE TO BE <br />EXIST UTILITY POLE TO BE -� -� <br />_ <br />`13+0"1.28 REID AVENUE= <br />— <br />L <br />UTILITY POLE ER BE <br />'- RELOEXISTCATED <br />RELOCATED BY OTHERS <br />QRELOCATED <br />RELOCATED <br />BY OTHERS <br />L 10' P.U.E. <br />BY OTHERS <br />P 14"1256 MONDY LANE <br />10' P.U.E. <br />PLACE 12"x48' G.5.P. <br />Q� <br />MATCH EXI5TIN6 MONDY LANE <br />eSCHEPPMANN <br />IMPROVEMENT PLANS <br />a <br />APN: 185-920-26 <br />10' P.U.E. <br />w <br />b' 16' <br />-�-{ �-10' P.U.E. <br />I <br />W25. 25' u <br />i <br />REID <br />AVENUE <br />10+00 <br />11+00 <br />12+00 <br />13+00 <br />14+00 <br />15+00 <br />9+00 <br />M1 <br />< <br />M <br />rn <br />a0. N M <br />rD. O N <br />O M 0. <br />O 00 ap V <br />O <br />^� <br />rn <br />M <br />_ <br />— <br />)} <br />O <br />'. <br />M <br />n n <br />rn rn rn <br />n <br />rn m a+ m <br />°' <br />EXIST <br />rn <br />rn <br />rn <br />rn <br />m <br />rn <br />rn rn rn. <br />m rn <br />rn <br />rn <br />N <br />a0. M op <br />< O N. <br />0 <br />0 <br />rn <br />- <br />n <br />OJ <br />O <br />n <br />00 <br />N <br />rn <br />V <br />O <br />LL'] N M <br />4 <br />0 <br />N <br />LLl <br />n n n w <br />rn <br />- <br />PROPOSED <br />Q <br />Lq <br />rn <br />rn rn rn <br />rn rn <br />rn <br />rn <br />rn rn m <br />rn rn rn rn <br />m rn rn< <br />rn <br />m <br />rn <br />e <br />m <br />m <br />o <br />N. <br />vii <br />vi, <br />DITCH LT. & RT. - <br />n <br />M-. <br />:o <br />rn <br />rn rn <br />a <br />rn <br />a <br />rn <br />Ii <br />rn <br />`6 <br />rn <br />ui :.: <br />m <br />L6 <br />m <br />: :. <br />6i :001 m. : <br />rn rn <br />rn <br />°' <br />Oi rn <br />:: :. <br />98 <br />PROPOSED ¢. <br />Y <br />- <br />98 <br />s=.00.45% <br />_ <br />s= oa18% <br />97 <br />— <br />_IST <br />97 : <br />S=-00.18% <br />PROP05ED �.- <br />_ <br />:EX15T$ .-. <br />.. <br />:: <br />5e-00.60%. <br />c <br />9V <br />S.P. (RTJ <br />ICK TYPJ <br />12"x24' C.S.P. <br />(LTJ <br />� DITCH LT. 1. RT. <br />_ <br />96 _ <br />-. <br />- i2"x100 <br />(OAT9" <br />_ <br />95 <br />PROPOSED DITCH F/L <br />5s-0.' <br />74% <br />... <br />12"x20 G.S.P. <br />T <br />95 - <br />.. <br />- <br />DITCH F.L. 95:34:-� <br />:: <br />IW. <br />414A2 J) :. <br />5=-0.68% <br />5'-0.54SK <br />94 <br />94 <br />INV. 94.2 <br />INV. 94.32 <br />NV. 94.15 <br />= <br />93 <br />93 <br />= <br />= <br />92 <br />92 <br />-9 <br />1 <br />91 <br />0 <br />9 <br />90 <br />8 <br />9 <br />89 <br />88 <br />88— <br />8SEAL <br />SEAL, <br />JOB <br />.Y <br />e <br />V q <br />4E� p <br />X3/31/ . <br />•,pl <br />EARNEST F ' SMITH - CIVIL ENGINEER <br />REID AV E N U E <br />SHEET <br />8 <br />REV1S10NS <br />BENCH MARK: ELEV.- <br />NO. 02097OAP8 <br />DATE : <br />N0. <br />DESCRIPTION DATE <br />— <br />BY <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br />A- <br />SCALE HORIZ. :1"- 20• <br />IMPROVEMENTS <br />SCALE VERT.: 1-- 2- <br />DESCRIPTION <br />el, <br />qfF OF CAL1fOQ�\p <br />DATE: O. 03 <br />R.C.E. NO.: 1531 <br />/A <br />DRAWN <br />PLAN & PROFILE <br />OF 7�d <br />DESIGN : <br />E. F. SMITH, DESIGN ENGINEER <br />SMITH, <br />EXP. DATE: 3-31-05 <br />FILE N0. 020970AP8 <br />CHECK <br />