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Const. <br /> _ 80'-95' <br /> _ Limits of Clearing and Grubbing, <br /> 8' 4' 12' — 12' 4' 8' <br /> 24' Pavement Reinforcing Fabric - -- <br /> Var. Var. Var. <br /> Confor - - - _Var. _ VOr <br /> ,Conform <br /> Var. Depth Existing Roadway I—Var. Depth <br /> Shoulder Backing 0.25' Asphalt Concrete Overlay Shoulder Backing r <br /> '. (TYP•) (TYPO <br /> TYPICAL SECTION <br /> 0.77' Sta. 79+90 to Sta. 36+50 Sta. 19+45 to Sta. 382+00 4 7412 <br /> i0.08' <br /> o n 0.10' Across all Bridge decks. <br /> (Top <br /> (Toper outside 4' to 0.04' thickness O E.P.) <br /> � o <br /> oConform, <br /> m <br /> 0.17' A.C. <br /> GENERAL NOTES a Sta. 19+45 to Sta. 23+35 (Lt.) <br /> !, 1. Where superelevotions exist on horizontal curves, 4. Placement of Asphalt Concrete Surfacing shall (� <br /> the new surface slope and drainage shall conform not begin until Asphalt Concrete used for <br /> to the existing. - Pavement Repair has been in place for a <br /> f A minimum of 36 hours. 72' _ q � <br /> V1 2. Existing drainage facilities are to remain in place. � • - 0.08' E.P. Thickness where <br /> The contractor shall conduct his work so as 5. Asphalt Concrete shall be placed as noted below: C dikes are to remain. <br /> not to modify or obstruct the existing drainage. <br /> � 0.25' A.C. Thickness - Two (2) layers of approximate � � � i Existing Dike <br /> P equal thickness. <br /> A 3. Removal of A.C. Dike, where shown on the plans shall 0,17' A.C. Thickness - One Layer <br /> mbe done in such a manner as not to damage the A.C. 0.10' A.C. Thickness - One Layer <br /> A surface below the Dike. All Dikes not noted for removal — — — — -- — -� <br /> mshall remain in place. 6. Pavement reinfinforcing fabric shall be placed on PAVING DETAIL <br /> o existing pavement. Where Existing Dikes are to remain <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION JACK <br /> ROoNE 88 AD ERNS M'I�Ie AR d 52eaf N7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE /SU/BMMITTTEED DATE PRDV RECOMMENDED DATE <br /> PncfTrrum 399 13/55 ���/1 7�ta� ems✓ �9�+t ��Yf <br />