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See Note Below _ <br /> Existing <br /> Surface <br /> 0.50' Asphalt Concrete PAVEMENT REPAIR DETAIL <br /> Conform to Exist. <br /> Sta. 38+60 Curb Gutter & Sidewalk Note: Width (4' minimum), length <br /> Place 25 L.F. and locations to be determined <br /> A.C. Sidewalk by the Engineer. <br /> (Mist. Areas) <br /> Sta 38+50 (f14' Lt.) t <br /> Place 24 Inch Storm Drain C C Conform ® E.P. <br /> Inlet Frame and Grate <br /> -r---- <br /> Conform . *4' <br /> Sta 38+45 to Sta 38+48 (t14'Lt.) <br /> Place 12 Inch Diameter Alt. Pipe x 3 L.F. ez� 0.30' Asphalt Concrete over <br /> shaped and compacted <br /> native material. Existing Width <br /> \� __ 12' Min. <br /> s O � �Q <br /> T COns0i �- *Sta. 13+35 Rt. Sanguinetti Lane = 8' <br /> m Stu. 20+75 Rt. Sanguinetti Lane = 8' <br /> I D Sta. 26+80 Rt. Sanguinetti Lane = 8' <br /> n 38 ( v Sta. 27+30 Rt. Sanguinetti Lane = 8' <br /> K m Sta . 34+60 Rt. Sanguinetti Lane = 8' <br /> ..F„ STREET r Sta. 35+60 Rt. Sanguinetti Lane = 8' <br /> C <br /> �\ m <br /> I 4' i Vac3 Conform ® E.P. <br /> XI m <br /> 0.30' EP <br /> -- - <br /> --- dor. � 4 <br /> .< r�' I R R <br /> SECTION C-C <br /> NO SCALEConform <br /> Variable depth Asphalt Concrete <br /> J) v, » » over existing paved driveway. Existing Width <br /> F STREET AT ALPINE AVENUE DETAIL 12' Min. <br /> o R = Conform to Existing TYPE E <br /> f Radii. <br /> e,J p TYPICAL DRIVEWAY DETAIL <br /> o *Sta. 14+85 (Rt.) Sanguinetti Lane = 8' <br /> Sta. 18+00 Rt. Sanguinetti Lane = 8' <br /> Sta. 30+00 Rt. Sanguinetti Lane = 12' <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS WEST JACKSON HEIGHTS�ALPINE HEIGHTS RESURFACING sheet No. <br /> 19 of 22 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE I DATE 1 19 SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br /> P.T. vzs/a fond ra +w � 2*1 v #1 � peg 4oud i'o /��s1�/�4 <br />