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Std. 3fat10.9¢ <br />z/w <br />Std. 3(cr 60.9¢ <br />.5ya. 37t 10 <br />Std ¢l r/D <br />sia. 4/ / G 3 <br />R/w <br />0 0 — 97 <br />0 <br />00 o <br />0 0 <br />o <br />0 0 0 <br />00 0 0 <br />0 0 p —9G <br />e/w <br />— 9(0 <br />y� <br />— 95 <br />Std. 37+G0 <br />Std. 39x13 <br />—196 <br />R E V I S 1 0 N S <br />Sfd. 38 +GO <br />Std. 39t /0 <br />R/w <br />— 95 <br />— 95 <br />,SCALE 1"=10' HORIZONTAL <br />1"=1' VERTICAL <br />NOTES: <br />1. SEE SHEET 1 FOR TYPICAL DIMENSIONAL INFORMATION <br />AND ROADWAY STRUCTURAL SECTIONS. <br />2. AT WIDENING LOCATIONS WHERE THE PROPOSED PAVEMENT <br />CROSS SLOPE IS LESS THAN THE EXISTING BY 2% OR MORE, <br />CONTRACTOR SHALL PROVIDE OVERLAY TO SMOOTH TRANSITION <br />(SEE SECTIONS AT STATIONS 39+60 AND 41+63). <br />5td. 39+GC' <br />R/w <br />t <br />its- 2'/1�in. <br />—96' <br />IV Line <br />p.uE <br />k` No. 17351 <br />v <br />SCALE: AS SHOWN <br />DATE- BY SIEGFRIED ENGINEERING, Inc. DATE: APRIL, 1993 <br />JOB NO. 5754A <br />Civil Engineering • Land Surveying ■ Structural Engineering ■ Planning DRAWN KLH/RAC <br />6 4045 Coronado Ave. • Stockton, �# 95204-2396 • 209 943 2021 • FAX 209 942-0214 DESIGN JAB <br />I1b No. 5754A Submitted By � •� �QR.C.E. No. 17,351 Exp. 6/30/96 CHECKED RGC <br />std. 40Y&O <br />9/A/ <br />Ww � <br />0 0 0 <br />0 0 0 <br />Std Qat 30 47 ° 0 p 0 <br />sfa. 43 {eo <br />R/a✓ <br />FINE ROAD WIDENING <br />CROSS SECTIONS FOR <br />FINE ROAD (HALF OF ROADWAY) <br />SHEET <br />3 <br />OF 7HREE <br />COMPU�1 LE N0. <br />5754AIP2 <br />DRAWNG RLE N0. <br />G-4713 <br />