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4' <br />4' <br />—L <br />2" (TYP) <br />4' x 4' x 0.25' thick <br />Concrete Apron with <br />4—#4 bars each way <br />(See Note 1) <br />4' X 4' Concrete Apron <br />See Detail to Left <br />�EP Type (D) Driveway <br />53 <br />I <br />EP, 6' <br />F <br />�18"0 Frame and Grate <br />i Const-, <br />6' <br />—Place 30 LF — 12" Diameter CSP <br />SECTION C—C <br />18"0 Frame and Grate <br />Elev = Exist FL Elevation <br />Sta 53+30 (15' Left) Const <br />6' 9,_-1— 9' 6' 4't <br />M Existing Roadway New Paved Surface _T1 o <br />h Existing <br />i Surface <br />1' (Min) — — — — — — --Slurry Cement Backfill — __--- - --- --- - -- <br />Construct 18"0 SDI Place 30 LF X 12" Diameter CSP (Slope = 0.1 %) — Shope <br />(Modified) 12 <br />18 <br />4- <br />6"0 drain hole <br />CO UNTY OF SAN JOAQ UIN <br />NOTES: <br />1. Concrete Aprons shall be considered paid for under the various items of work. <br />30 6 (Min) 1-1/2 x 3/4 <br />Clean Crushed Rock <br />under SDI SECTION D—D <br />NO SCALE CONSTRUCTION DETAILS DODDS ROAD RESURFACING <br />( Murphy Road to Carrolton Road ) <br />DRAWN BY DATE PROJECT ENGINEER I DATE <br />.Ls Ag-uilar- 01113 001411 <br />CHECKED BY DATE <br />Sheet No. <br />6 of 8 <br />