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NOTE: L: <br />40' P.UE. d I.O.D. <br />_ <br />Z <br />ALL PROP05ED PAVEMENT MARKINGS <br />2s'1 15-11111 <br />SCALE : 1"=20' <br />Ib' 13' EDGE OF 51-OULDER <br />PER CALIFORNIA <br />DEPARTMENT OF <br />TRANSPORTATION TRAFFIC MANUAL. <br />2' <br />12' <br />I� <br />VOORHEES <br />Q <br />Q <br />APN: 183-320-64 w q PARISH <br />ASHTON FLAGS W 5 APN: 185-320-25 <br />CHAVEZ <br />LLW1 <br />JI <br />INSTALL STOPPSTREET <br />LOT 1 SIGN (R-25) z ; T <br />APN: 183-320-63 <br />z <br />O <br />pIN <br />.P. <br />T <br />OF SHOULDER <br />( INSTALL M5 SIGNI(R-26) <br />4 REMOVE t 015POSE OF <br />R/W <br />1- R/yi <br />"FLOriLINEan EXIST 12" PIPE CULVERT <br />— <br />— — — <br />- - <br />- - -EDGE <br />��_ <br />_ <br />DITCH_ dols 1'S � EDbE OF SHOULDER EP <br />- <br />� -X= -4- <br />15+25.00 <br />ry X <br />_ <br />20+25.00 <br />-_ — <br />- <br />— _ <br />.-- <br />_PLACE DETAIL — _ <br />I8 PLACE DETAIL I 1 19 EXIST E.P. -Z iv 20 <br />0- <br />-— <br />- - <br />— <br />— —GpN5T. <br />PLACE DETAIL 215 <br />1 <br />0 <br />_ <br />Yl- <br />F <br />w <br />h <br />EP <br />0 <br />----- <br />\d— <br />-—--- <br />DITCH FLOINLINE <br />I '�—-- —--- �(-- — —— 1----�Si <br />i 'i� i )- > <br />' <br />H <br />REMOVE EXIST FENCE RhN <br />BE61N <br />\ 18+2'I.11 REID AVENUE= EDGE OF SHOULDER <br />i UTILITY POLE TO BE JSHOULDER—' <br />$ PLACE 12"x30' O.S.P. '+--REMOVE d DISPOSE OF <br />F <br />Z <br />FE EE <br />� RELOCATED BY OTHERS � 1;� \ 21+00.00 ASHTON LANE � EXIST 12' PIPE CULVERT <br />S <br />\�-INSTALL SW -42 SIGN (R-26) PLACE 12"x20' CS.P. <br />REMOVE t DISPOSE <br />i <br />OF <br />EXIST 12" PIPE CULVERT N h4 N <br />SGHEPPMANN <br />W <br />APN: 163-320-26 <br />g �' <br />FORD H APN: 165-920-54 <br />-- RELOCATE EX15T FENCE APN: 183-320-55 p, <br />PLACE FENCE AT R/W <br />REID <br />AVENUE <br />15+00 <br />16+00 <br />17+00 <br />18+00 19+00 20+00 <br />[O <br />LL1 <br />oD <br />n <br />A <br />M N <br />EXIST <br />4 <br />r <br />h <br />v <br />a0 <br />o <br />io <br />n. <br />r <br />o <br />a <br />0i GJ <br />A I� <br />tD t0 <br />N. V <br />< M <br />N <br />-----.------- <br />PROPOSED CL - :: <br />,� <br />,ri <br />,ri <br />,�. <br />,� <br />,� <br />�. <br />:: a <br />: v - : <br />: <br />:: <br />N <br />) <br />W <br />O: OD <br />OR <br />— <br />DITCH LT. & RT. ? _ <br />ri <br />ri <br />ri <br />ri <br />ri. <br />ri <br />ri <br />ri <br />ri <br />ri ev <br />N r <br />N N <br />N N <br />N N <br />N. N <br />)) <br />m <br />m <br />rn <br />m- <br />m. <br />m <br />rn- <br />rn <br />m <br />m m <br />rn rn <br />rn m <br />rn m <br />m rn <br />m. m <br />98 - <br />98 <br />m <br />97 <br />--- <br />97 <br />96 <br />-- <br />t PROPOSED <br />-- <br />- <br />96 <br />i-EXI5TIN6 q <br />95 - <br />- <br />- <br />- <br />-95 <br />- <br />- <br />- <br />- <br />- <br />94 <br />- <br />- - <br />_ — <br />------ <br />9 4 <br />5= 00.5456 <br />12N 30 G P. (RT.? <br />12'x92' G.S.P. (LT) <br />93 <br />— <br />(0.0 19 THICK) <br />(0.019" THICK <br />12420'CSP.IRT) <br />_ <br />- <br />--- <br />---._— <br />9S <br />- - <br />DITCH LT. E RT. <br />DITCH F.L. <br />92.93 <br />DITCH F.L. 92.86 5'-00.25% <br />- <br />(0.01 9" THICK <br />... _ <br />_ <br />92 <br />_- <br />- <br />INV. 92.'I3 <br />INV. 92bb <br />DITCH F.L. <br />DIT <br />92.89 .INV <br />H F.L. 92b5 - DITCH FL. 9 <br />J DITCH F.L. <br />-- <br />92..55 <br />-__ <br />92 <br />INV:. 92,19 <br />92:45:. INV. 92.40 <br />INV. 9235 <br />91 _ -- <br />--- <br />91 <br />90---- <br />-- <br />90 <br />89 =---- <br />--- <br />-- <br />- <br />89 <br />88 =- <br />--- <br />_ <br />----- <br />88 <br />SEAL: <br />��,"AFtw. <br />w ` m <br />OiOR <br />y'3iIIl� <br />4h, ap <br />�j OF <br />OF CAUfO <br />REVISIONS <br />BENCH MARK: ELEV.: <br />DESCRIPTION <br />JOB NO. : 020970AP9 <br />EARNEST <br />F. SMITH <br />CIVIL <br />ENGINEER <br />REID AVENUE <br />SHEET <br />9 <br />N0. DESCRIPTION <br />DATE <br />BY <br />DATE : <br />SCALE HORIZ.: 1"= 20' <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br />DATE: g - R- d 3 <br />` �- , 15312 <br />IMPROVEMENTS <br />SCALE VERT. :1"- 2' <br />DRAWN <br />DESIGN : <br />C, , No.: <br />PLAN & PROFILE <br />of sO. <br />CHECK : <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-05 <br />EXP. <br />FILE No. 02o97oAP9 <br />020 OA <br />