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Ct <br /> Const 4't x 4't x 0.25' <br /> 69f 11't 11't 6't Concrete Apron with <br /> 4-#4 bars each way <br /> aExisting Roadway a (Typ) <br /> 18"0 Frame and Grate <br /> w ,,, <br /> (Typ) - - - - - ---------------- <br /> 1 (Min <br /> :Slurryn �"- <br /> Cement Backfill..., <br /> .....: .. .. . <br /> . <br /> Construct 18"0 SDI— <br /> (Modified) <br /> DI -(Modified) (Typ) Place 12" 0 Alternate Pipe (See Note 1) <br /> 12" (Typ) <br /> 18" (Typ)6" (Min) �4" (Typ) <br /> —� SECTION A—A (CROSS DRAIN) <br /> 1 -1/2"x3/4" v <br /> Clean Crushed Rock Sta 79+00 6" (Typ) <br /> under SDI (Typ) 30"� 6" Dia drain hole - <br /> (Typ) (Typ) <br /> N_ <br /> O <br /> O <br /> m <br /> n <br /> N <br /> NOTES: <br /> i D 1• Allowable Alternate Pipes are Reinforced Concrete Pipe (Class III) <br /> o and Corrugated Steel Pipe (0.079" thick) <br /> 2. Concrete Aprons shall be considered paid for under the various <br /> M items of work. See Sheet 6 for Concrete Apron Detail. A <br /> z 3. See Sheet 6 for Trench Detail Under Pavement. Grate elevation TBM = Nail on JP <br /> y n shall match ® Sta 79+18 Left <br /> m existing ground t ( ) <br /> ELEVATION <br /> EP-\ elevation. = 100.00 <br /> o <br /> N � <br /> n Sam <br /> CD o <br /> N C e� <br /> O <br /> C Q�� <br /> D � <br /> Const �EP <br /> o Grate <br /> n Elevation A <br /> A 99.25 <br /> rn <br /> o Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS PRESCOTT ROAD RESURFACING S5 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> E. Aguilar 1/ll 1r /I <br />