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D <br />C7 <br />D <br />r <br />M <br />z <br />D <br />M <br />q <br />Const <br />I <br />13.5'-16.5' <br />Existing 4'i <br />Roadway <br />Existing Part Circle Driveway <br />Culverts covered with AC to <br />remain in place , <br />var ----- <br />----- <br />Existing Curb, Gutter <br />Grading Plane —/ & Sidewalk <br />LONGITUDINAL PLANING DETAIL to remain in place <br />FOR 0.17' OVERLAY <br />Delaware Avenue: Sta <br />0+11 <br />to <br />Sta <br />2+51 <br />Sta <br />5+39 <br />to <br />Sta <br />10+81 <br />Mendocino Avenue: Sta <br />13+53 <br />to <br />Sta <br />14+84 <br />Princeton Avenue: Sta <br />30+00 <br />to <br />Sta <br />34+86 <br />q <br />Const <br />I <br />Va <br />Var — <br />See Longitudinal <br />Planing Details - <br />Const <br />I <br />13.5' <br />Existing Roadway— <br />oadway �1Q <br />ti <br />Va r O�o� <br />►- — XP <br />0.25, --------- Existing <br />-- <br />Part Circle Driveway <br />Culverts covered with AC to <br />remain in place <br />vul ----- ------- <br />Existing Curb, Gutter <br />Grading Plane & Sidewalk <br />LONGITUDINAL PLANING DETAIL to remain in place <br />FOR 0.25' OVERLAY <br />Delaware Avenue: Sta <br />2+51 <br />to <br />Sta <br />5+39 <br />Margaret Avenue: Sta <br />0+23 <br />to <br />Sta <br />2+65 <br />Sta <br />3+51 <br />to <br />Sta <br />5+90 <br />Sta <br />6+21 <br />to <br />Sta <br />8+99 <br />Princeton Avenue: Sta <br />0+16 <br />to <br />Sta <br />7+00 <br />Sta <br />8+30 <br />to <br />Sta <br />12+75 <br />Sta <br />17+06 <br />to <br />Sta <br />23+41 <br />Sta <br />23+61 <br />to <br />Sta <br />30+00 <br />Existing Part Circle Driveway Conform to bock of existing <br />>k Culverts covered with AC to, New Curb, Gutter & Sidewalk sidewalk (Expansion Joint) Dowel <br />1' remain in place @ 36" max intervals with 45 rebars. <br />Var _ -- --r------- — — <br />---- - of Existing Curb, Gutter <br />�O <br />1<0 & Sidewalk 4" PCC with `Conform to existing <br />O O to remain in place 6 X 6 —W1.4 X W1.4 <br />SHOULDER DETAIL AT welded Wire Fabric over driveway (Expansion Joint) <br />4" (Min) Aggregate W Dowel ® 36" max <br />r%10rI r7 r1Q1\/ WAV rI Ib a I IV intervals with #5 rebars <br />(All roads with Part Circle Driveway Culverts except <br />Avenue and Princeton Avenue Reconstruction I <br />*Note: Surfacing within one foot of Part Circle Driveway <br />be placed by hand and raked to provide a smooth, un <br />with positive drainage. <br />COUNTY OF SAN <br />DRAWN BY DATE <br />X. (Y. I (./1 `F/1 <br />JOAQUIN NO SCALE <br />PROJECT ENGINEER DATE <br />? CONCRETE DRIVEWAY DETAIL <br />IN s- e3v, \ Plan View <br />o h n ,,\ Refer to Sheet 20 for locations, dimensions and quantities.) <br />e s ay <br />Any Person Using This Drawing Should Verify <br />All information By inspecting The Site Of Work <br />4/1'01 <br />CONSTRUCTION DETAILS I (DeIROADaware n�DISTRICT, Margaret en ue1 MRESURFAC&NG Avenue 20A1�1 Avenue) Sheet e 2o• <br />CHECKED <br />TE <br />I <br />