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Lql <br />U-� <br />CL IZ <br />L*i C-3-1 <br />®® <br />00 <br />00- <br />UP <br />E f. <br />. . . ........ .... <br />DC01 � <br />DWY02 00 <br />0 0 <br />+ -- - _-- n <br />Var .......+ <br />14 <br />CURVE TABLE: ALIGNMENTS Nq <br />No. <br />RADIUS <br />A <br />TANGENT <br />LENGTH <br />C3 <br />2400.00' <br />000' 59' 23.79" <br />20.73' <br />41.47' <br />77, <br />..................................................................... <br />O54 to 10 55.00' <br />m <br />CR 55' 6 + <br />N C3 w 3 <br />M <br />Ld 00 33+00 <br />J .......... <br />T .... ...... ...... I ....... ...... <br />ItN 01' I 23.66" E Var <br />059'N030-22 <br />Vert: 1 "=2' <br />............. <br />UP <br />SOWER SACRAMENTO ROAD <br />13 <br />1 WWY03 DCO2 <br />RES <br />18 <br />W <br />i <br />C16 <br />1 UP <br />_ ...... ... <br />�u <br />................................ 0-1110000 . . ..................... j 55.00! — ----- <br />CQ= <br />A I <br />l 1 ITII IT/ A Mr A <br />loor_ —------ ..................... .... __----- 34+00-_— _ _---------- -- -- N. _ 00' .28'...59:8 � E 35+00 "LSR" LINE._ . <br />.... _. 3034.20 _ <br />67907 ra' +„ rl 4 .. <br />�, �•v 11./ll•J11 • r L, oLVnv L^F\ I n Ul I %.n - (� 9 L3M JJtOD. / O, 4:1.UU KL L'K .� �+ .S. , `.�`n.UU Lt <br />"LSR" 35+87.40, 51.90' Lt �;J END EARTH DITCH, END UTILITY AREA <br />0 "LSR" 32+5 0, 7.�00' Lt O "LSR" 36+03.65, 50.50' Rt 13 FL, END DITCH BEGIN UTILITY AREA <br />TC, EC, „TYPE A AC DIKE, FL, END EARTH DITCH ® LSR 37+73.58, 49.00 Lt <br />BEGIN PE F VERTICAL CURB &APRON 14 LSR 36+32.61, 51.90 Lt Q LSR 34+13.24, 49.00 Rt END DITCH, <br />BE TYPE "B" VERTICAL CURB Lt to Rt ® LSR 36+48.86, 50.50 Rt FL, BEGIN DITCH END UTILITY AREA, BEGIN UTILITY AREA <br />FL, BEGIN EARTH DITCH BEGIN EARTH DITCH <br />"LSR" 37+02.20 49.08' Lt "LSR" 37+93.55, 49.00' Lt <br />4 LSR" 32+50.TY 7.00' Rt O REMOVE (E) CULVERT & FES 15 FL, END DITCH 21 "LSR" 36+66.27, 49.00' Rt END UTILITY AREA, <br />TC, EC, END TYPE "A" AC DIKE, BEGIN UTILITY AREA O END EARTH DITCH, BEGIN DITCH <br />BEGIN TYPE, ';F" VERTICAL CURB &APRON 10 REMOVE (E) CULVERT & FES BEGIN UTILITY AREA <br />END TYPE B VERTICAL CURB Lt to Rt 16 "LSR" 37+39.78, 51.50' Lt © PROTECT (E) BENCHMARK M5 <br />FL, BEGIN DITCH <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE 1" „ , <br />A. MccGREGOR 6/14 ~"'� COUNTY OF SAN JOAQUIN SCALE: 1 =20 <br />R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/14 ON ORIGINAL SCALE DRAWING ADJUST SCALED 0 10 20 40 <br />DIMENSIONS IF THIS DOES NOT SCALE AT 1" <br />2329 Gateway Oaks Drive <br />SACRAMENTO, CAL/FORN/A 958JJ <br />Tele: 916-567-2500 <br />Fox 916-925—J517 <br />ROADWAY LAYOUT <br />LSR 32+00 to 38+00 <br />UTILITY AREA <br />21 22 <br />059-050-01 <br />' n ' <br />• Yoshim ra <br />No. C 77483 ' <br />Exp 06/30/15 <br />* '•. CIVIL <br />•..- <br />28 <br />26 <br />24 <br />22 <br />20 <br />18 <br />L=5 <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SHEETNO.TOTAL <br />SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 14 87 <br />