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Al <br />NAI <br />12" (Typ) <br />4' x 4' x 0.25' thick <br />Concrete Apron with <br />4-#4 bars each way <br />(See Notes 1 & 2 below) <br />4' X 4' Concrete Apron <br />See Detail to Left <br />(Typ) I <br />18"0 Frame and Grate <br />-Type D <br />Driveway <br />04 <br />• to • <br />Cn ICA <br />©12 <br />Place 40 <br />18"0 Frame and Grate <br />Station 11 +85 <br />st Tree (Typ) <br />ro <br />EPI <br />TBM = Nail on JP <br />O Sta 12+80 (Rt) <br />ELEVATION = 102.25 <br />CL <br />Const <br />18"0 Frame and Grate 2' 8' 10' -r- 10' 5' - <br />Sta 11+85 (20' Left) Type D Driveway m m <br />Elev = 99.98 v Existing Roadway I New Paved Surface r <br />Pipe Invert <br />Elev = 98.48 <br />4" (Typ) <br />6"0 drain hole (Typ) <br />2' <br />Min <br />1 <br />.. . ,.: ,., .... (Min Slurry Cement Backfill <br />.,..� . ,.....:..;, ....... <br />Place 40 LF X 12" 0 CSP Pipe Invert Elev = 98.087 <br />12" (Typ) 18"(Typ) <br />- 30" 6" (Min) 1-1/2" x 3/4" <br />(Typ) Clean Crushed Rock <br />under SDI (Typ) <br />CO UNTY OF SAN JOAQ UIN <br />DRAWN BY DATE PROJECT ENGINEER <br />I_ Ag-tz l,ar 02113 <br />NO SCALE <br />DATE <br />Z1611s <br />• <br />SECTION E- <br />18"0 Frame and Grate <br />Sta 11+70 (17' Right) <br />Elev = 99.77 <br />Existing <br />Surface <br />0.25' (Typ) <br />-Construct 18"0 SDI <br />(Modified) (Typ) <br />NOTES: <br />1. Concrete Aprons shall be considered paid for under the 18 -Inch Diameter Storm Drain Inlet item of work. <br />2. Concrete Aprons shall conform to section 90-10 MINOR CONCRETE of the standard specifications. <br />CONSTRUCTION DETAILSI BEAR CREEK ROAD RESURFACING <br />( North 99 Frontage Road East to Furry Road ) <br />CHECKED BY DATE <br />Sheet No. <br />6 of 7 <br />