Laserfiche WebLink
30' A.C. <br /> 0.21 ' A.C. Overlay--I`\� <br /> N Trans. <br /> c <br /> \ O . <br /> 15' - <br /> 30' <br /> 5 <br /> 30z0' A.C.0.17' A.C. Overlay <br /> 00o <br /> Const.Trans. <br /> N <br /> E.P.Const. <br /> N <br /> 0) 1 <br /> J OO�zo �CFO <br /> a) 24+00 <br /> v R O E.P. <br /> EL <br /> -H E.P. <br /> G)J o 0) a, iv /E M Finished Grade <br /> 0 <br /> 12+00 �, 13+00�, 22+00 N23+00 <br /> �U N <br /> E o\ 0 90% Relative Comp. <br /> 1 E.P. o o (n Selective Native <br /> Lr) c N c l Material. <br /> 0N I 'v <br /> I I N <br /> c; V) 10., �.D. 10" <br /> 3 E 0.35' A.C. TRENCH DETAIL <br /> 3 —v 0.21 ' A.C. Overlay - <br /> a o Reconstruction <br /> 3 nc Relocate Fire Hydrant <br /> m D c0 by others 6'f (Lt.) o Place 18" S.D.I. <br /> v <br /> Const. + Sta. 43+30-19'(Lt.) <br /> m Refer to S.J.Co. Std Dwg <br /> N BEGIN OVER D-15 & D-16 <br /> ci <br /> E.P. N <br /> v I End of Project <br /> A Sta. 43+65 <br /> f N (V (V <br /> i4 34+00 N N 43+00Existing Barricade <br /> LEGEND to remain in place <br /> ♦ X 1 <br /> X — Direction of surface drainage. in p <br /> IT! N E.P. o <br /> o Note + E Place 12"0 X 36 L.F. <br /> 24't Conform a o° Alt. Pipe (Type A) <br /> Sta. 43+13 to Sta. 43+65 - Elevations for S.D.I. oo' Existing Ditch <br /> (Top Grate), 12"0 Alternative Pipe (1 .0' Minimum Cover) > o <br /> and finished pavement grade shall be determined Q �'0 <br /> v by the Engineer. See General Note 1 on Sheet No. 2. v " <br /> di 77 <br /> END OVERL . <br /> m COUNTY OF SAN JOAQUIN NO SSE MARSH STREET PLAN MARSH STRE ,t �e►e►�,� © <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP AL ECOMMENDED DATE <br /> a. .e&.7 8196 4/3/9b � µCr. "r3/�6 <br />