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Lqf, <br />32 <br />30 <br />28 <br />26 <br />24 <br />22 <br />20 <br />ILL ILL <br />CLa- <br />C-->i c- <br />�� 18 <br />o a. 104+00 <br />+50 105+00 +50 106+00 +50 107+00 +50 108+00 +50 <br />109+00 +50 <br />PROFILE "LSR" LINE <br />Vert: 1 "=2' <br />LODI SKYPARK <br />059-020-47 <br />IX <br />UTILITY AREA <br />CURVE TABLE: ALIGNMENTS <br />No. <br />RADIUS <br />A <br />TANGENT <br />LENGTH <br />C5 <br />5000.00' <br />002. 27' 56.08" <br />107.60' <br />215.16' <br />C6 <br />5000.00' <br />002' 11' 22.33" <br />95.55' <br />191.07' <br />RES <br />E! <br />059-020-1 3 <br />:i <br />i; <br />17 UTILITY <br />/ � ,; .w �� . �,�-�-V -.�- ,.. „-�.,.�-,,.. / � ,.. ,.. AREA <br />9 <br />32 <br />30 <br />28 <br />26 <br />24 <br />WA <br />110+00 0 11- <br />7. <br />0 <br />110 <br />w <br />z <br />J <br />V <br />�....._. _..... _ <br />H- <br />! <br />Q <br />14 UTILITY AREA 15 - UTILITY <br />Tvp 5 7 g <br />O "LSR" 104+ 16.57, 55.02' Lt <br />END UTILITY AREA <br />O "LSR" 105+24.03, 51.50' Lt <br />FL, BEGIN EARTH DITCH <br />O REMOVE (E) CULVERT & FES <br />® REMOVE (E) AC DIKE <br />OFENCE REMOVAL TO INCLUDE <br />11 BRICK PILASTERS <br />DRAWN BY DATE PROJECT ENGINEER <br />A. MacGREGOR 6/14 <br />R. TORADO 6/14 R. YOSHIMURA <br />© <br />"LSR" 108+40.27, 50.50' <br />Rt <br />FL, END EARTH DITCH <br />O <br />"LSR" 108+68.57, 50.50' <br />Rt <br />FL, BEGIN EARTH DITCH <br />® <br />"LSR" 109+09.05, 51.50' <br />Rt <br />FL, END EARTH DITCH <br />) <br />,LSR 109+50.19, 55.00 <br />Rt <br />BEGIN UTILITY AREA <br />10 <br />REMOVE (E) DRAINAGE INLET <br />DATE CHECKED <br />6/14 C. K. HOLT <br />059-040-03 <br />11 <br />REMOVE (E) CULVERT & FES <br />0 <br />REMOVE (E) DRAINAGE INLET <br />13 <br />REMOVE (E) CULVERT & FES <br />14 <br />"LSR" 104+56.06, 49.00' Rt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />15 <br />"LSR" 105+38.89, 49.00' Rt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />DATE V, <br />ON ORIGINAL 6/ 14 DIMENSIONS IFCALE T IS DOESINNOTDSCALE SAT LED <br />1 g "LSR" 109+65.63, 48.99' Lt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />"LSR" 109+65.88, 49.02' Rt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />21 "LSR" 108+60.44, 55.0' Rt <br />BEGIN REMOVE CONCRETE SIDEWALK <br />AND DRIVEWAY (14' WIDTH), <br />COORDINATE WITH PROPERTY OWNER <br />© "LSR" 109+15.73, 55.0' Rt <br />END REMOVE CONCRETE SIDEWALK <br />AND DRIVEWAY (14' WIDTH) <br />COUNTY OF SAN JOAQUIN SCAaLE10 120 20' 40 <br />16 "LSR" 105+61.65, 49.00' Lt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />17 "LSR" 106+42.40, 49.00' Lt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />1 g "LSR" 109+ 19.55, 49.00' Lt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />1 > <br />E 21 <br />059-.40-0Y <br />! ? ....— ---- __----- ............. � .... � <br />1 ADDENDUM #2 - DESIGN REVISION � RES <br />DATE. 7/24/ 14 <br />" A <br />7� <br />2J29 Gateway Oaks Drive <br />SACRAMENTO, CALIFORNIA 958JJ <br />Teie: 916-567-2500 <br />Fax 916-925—.3517 <br />ROADWAY LAYOUT <br />LSR 104+00 to 110+00 <br />9-le <br />n <br />Yoshim ra <br />C 77483 <br />• o <br />N.. <br />* ; Ex 06/30/15 ; <br />••, CIVIL <br />/C IT <br />R/W <br />wg <br />22 AREA 20 <br />i <br />9 <br />E _ 05 9- <br />f RES6 Lml 7 <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />LOWER SACRAMENTO ROAD IMPROVEMENTS STOTAL <br />HEET SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 6A 87 <br />0 <br />i <br />