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sa, r*, E <br />rC;o <br />0 <br />0 90' <br />AC Overlay <br />*Total Length of Bridge = 133'f <br />INS <br />0 75' Limit of Earthwork (Mise Area) <br />AC Overlay E Regrade Shoulder, slope to drain and <br />o Adjust Bridge Approach Guard Rail to Std <br />0 00 0 Height. SP A77A1, A77C3 & A771-3. (Typ) <br />o � 60' Sawcut Pavement <br />m°0 Min Depth <br />El Dorado Street <br />A <br />i .............. . <br />......................... <br />Q r/7 - 60' <br />Sawcut Pavement 75k-4 Q n//r� Limit of Earthwork <br />0.17' Min Depth Limit of Earthwo7 <br />rk (Misc (Misc Area). Regrade <br />Area). Regrade Shoulder, nr r ri�J Shoulder, slope to <br />slope to drain and Adjust u (Typ) AC Overlay <br />drain. <br />Bridge Approach Guard Rail c ) _ <br />to std Height. SP A77A1, �i� / Existing AC Overlay Existing AC <br />NOTE: A77C3 & A771-3. (Typ) to be Removed o l Pavement <br />D <br />D 1. Deck drainage facilities shall be protected to prevent H.M.W.M. PLAN (Var Depth) <br />0 runoff into the waterway. NTS -tt: T-------- <br />----- --- <br />I--------- ---------------- <br />z 2. Joints, drainage facilities, survey monument and pavement 10.17' <br />> markers shall be protected to prevent contamination by the Existing Bridge Deck as 0.17' AC Overlay <br />M treated material. <br />Existing Abut (Typ) <br />3. Planing on Asphalt Approaches Adjacent to Bridge Deck shall <br />be 0.17' below the original Concrete of Bridge Deck. SECTION A—A (Identical on Both Sides) <br />NTS <br />64' ♦ = 75' on North Approach <br />---- ---------- — - --— --- - -- --- ---- 90' on South Approach <br />Existing AC overlay to be LEGEND <br />-- removed prior to H.M.W.M. (1) R & D Existing AC Deck Overlay prior to deck <br />-i deck treatment treatment application <br />4-1 11 Var I Var n (2) Treat Concrete bridge deck with H.M.W.M. <br />�L- -- - ��r - -- -� ;_ -� --� 0.17' Asphalt Concrete Overlay <br />aT--_�---------------=r-I----- - -- ---- ��---L--��--------- -I- <br />D <br />0.00'' Depth of Asphalt Concrete Planing <br />L<� 6 <br />N Limits of Asphalt Concrete Pavement Planing <br />P <br />o TYPICAL SECTION Existing AC overlay to be removed prior to H.M.W.M. <br />* <br />NTS deck treatment <br />COUNTY OF SAN JOAQUIN NO SCALE GENERAL PLAN CONCRETE BRIDGE DECK SEAL PROGRAM 2008 Sheet No. <br />EI Dorado Street Bride No. 29C-124 Across French Camp Slough 2 of 8 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />- - 7108 11 -1 1 of a/ <br />