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0 <br />32+00 <br />r13 <br />+50 <br />12 UP <br />33+00 <br />+50 <br />CURVE TABLE: ALIGNMENTS <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 />34+00 +50 35+00 +50 36+00 <br />PROFILE "LSR" LINE <br />Vert: 1 "=2' <br />_ <br />059-030-22 f `' <br />UP !�Y 14 UP <br />Er <br />+50 <br />;f 27 <br />15 <br />059-030-03 <br />37+00 <br />RES <br />J 24 <br />UTILITY AREA,_ <br />16YV:r <br />+50 <br />ZN <br />,.n 17 nup <br />28 <br />26 <br />24 <br />22 <br />20 <br />18 <br />38+00 " °- <br />r'� ...;.°....... <br />r <br />....... ............fit,. _ <h�: .,.'. ,`w-,.....� <br />11 <br />` 4...,,6�, �.,.c: �.._� <br />.... �.. ...._ ...... <br />N/ VV R� YY - ICE V - <br />...... <br />......... _.-_. ......................... <br />UTILITY _.. E <br />AREA .. I <br />CHECK DAM CD- TO 20 21 FL EARTH 10 <br />DITCH, Typ <br />O "LSR" 32+00.00, 6.77' Lt 0 "LSR" 32+50.00, 0' 0 FLSRBEG N+ EARTH, 0.5 ' Rt 1 6 FL, 37+02. 0, 49.08' Lt 21 END <br />UTILITY 24,q,49.00' Rt © "LSR" 37+93.55, 49�00' t <br />END CONSTRUCT 1' DRAINAGE END "LSR C" LINE END UTILITY AREA, <br />CUT-OUT AT EVERY 50' BEGIN RAISED CONCRETE MEDIAN BEGIN UTILITY AREA BEGIN EARTH DITCH BEGIN DITCH <br />10 REMOVE (E) CULVERT & FES "LSR" 36+66.27 49.00' Rt <br />O© 7.00' Lt "LSR" 37+39.78 51.50' Lt © PROTECT (E) BENCHMARK M5 <br />LSR 32+00.00, 7.51 Rt LSR 32+50.00, . <br />END CONSTRUCT 1' DRAINAGE BEGIN TYPE "F" VERTICAL CURB & APRON 11 REMOVE (E) CULVERT & FES FL, BEGIN DITCH END EARTH DITCH, <br />CUT-OUT AT EVERY 50' BEGIN TYPE "B" VERTICAL CURB Lt to Rt BEGIN UTILITY AREA <br />0 SBEGIN R+ DITCH , 50.32' Lt 18 REMOVE 6 (E) BOLLARDS © "LSR" 37+25.75, 49.00' Rt "LSR" 32+49.00, 7.00' Lt O "LSR" 32+50.00, 7.00' Rt FLEND UTILITY AREA, <br />TC, EC, END TYPE "A" AC DIKE BEGIN TYPE F�VERTICAL CURB & APRON 19 �� �� 13 REMOVE (E) CULVERT & FES REMOVE (E) CULVERT & FES BEGIN EARTH DITCH <br />END TYPE B VERTICAL CURB Lt to Rt "LSR" 33+86.76, 49.00' Rt ® ' Lt <br />®LSR 32+49.00, 7.00 Rt LSR 37+ 13.1 1 55.00 <br />"LSR36+03.65, 50.50Rt 14 LSR 35+87.40, 51.90 Lt END EARTH DITCH, END UTILITY AREA <br />TC, EC, END TYPE A AC DIKE " ' ® FL, END DITCH BEGIN UTILITY AREA <br />FL, END EARTH DITCH "LSR" 37+73 58 49 00' Lt <br />DRAWN BY — DATE— PROJECT ENGINEER DATE-- -- ffECKED <br />A. MacGREGOR 6/14 <br />4R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT <br />15 "LSR" 36+32.61, 51.90' Lt <br />FL, BEGIN DITCH <br />DATE 1 <br />6/14 ON ORIGINAL SCALE DRAWING ADJUST SCALED COUNTY O F SAN J O A Q U I N <br />DIMENSIONS IF THIS DOES NOT SCALE AT 1" <br />END DITCH, <br />BEGIN UTILITY AREA <br />SCALE: 1 "=20' <br />0 10 20 40 <br />:� 0 <br />2J29 Gateway Oaks Drive <br />SACRAMENTO, CALIFORNIA 958JJ <br />Teie: 916-567-2500 <br />Fox 916-925-3517 <br />ROADWAY LAYOUT <br />"LSR" 32+00 to 38+00 <br />UTILITY AREA <br />059-050-01 <br />ADDENDUM #2 — DESIGN REVISIONS L=5 <br />DATE: 7/24/ 14 <br />• Yoshim ra ��, DEPARTMENT OF PUBLIC WORKS <br />No. <br />Exp06/30/15 : SAN JOAQUIN COUNTY, CALIFORNIA <br />0/1 <br />CIVIL <br />OF <br />0 - - & i <br />LOWER SACRAMENTO ROAD IMPROVEMENTS STOTAL <br />HEET SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 14A 87 <br />1 <br />