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*Conform u <br />L�J7 <br />Backing <br />*Conform <br />12' Minimum <br />Existing Width <br />Remove 0.30' existing driveway material. <br />Place 0.30' Asphalt Concrete over <br />shaped and compacted native material. <br />TYPE D <br />Rim Elevation of <br />grate shall be 0.20' <br />below surrounding <br />ground elevation <br />(Typ)* 4'— <br />PCC � <br />Gutter <br />*Conform <br />EP » <br />CL Driveway o <br />Const $'- <br />I ° <br />3 <br />Var (10% max) <br />I <br />Existingif AC Swale <br />Roadway (FL Depth=1.5"±) <br />0.30' AC over <br />compacted native <br />SECTbON A—A <br />TYPICAL. DRIVEWAY DETAIL <br />See Summary of Quantities for Locations <br />*Sawcut where existing AC or concrete occurs <br />12"� RCP <br />(Class Ill) <br />LRefer to SJCO Std <br />Drawing CW—D14 <br />& CW—M7 (Typ) <br />Existing Limits of Clearing and Gn <br />surface 11.25'± 4' 12' <br />Lawn i 2' Proposed <br />— 0 QM ca Frontage o m o Roadway <br />o m <br />f <br />o° ° � a <br />2% <br />0.30' ��.xkXYxk,xkxk.,x,,k,xkxk,� � <br />I 4'x4' -i <br />12"0 RCP <br />(Class III) 0.30' Asphalt <br />Concrete <br />Remove top % % (Type A) <br />of pipe Apron Existi <br />'-\ <br />Refer to COS <br />Std Drawings <br />50, 53, 54, 55 <br />Sta 9+77 (21' Lt) to Sta 9+77 (5' Lt) to Sta 9+77 (29' Rt) <br />The Contractor shall provide shoring, bracing, sloping or provisions to protect <br />workers for all areas to be excavated to a depth of five (5) feet or more. Said <br />protection to be done in accordance to the requirements of local, state and federal <br />regulations (Cal—OSHA, OSHA). Refer to Caltrans Standard Specifications Section 5. <br />COUNTY OF SAN dOAQUIN � NO SCALE � CONSTRUCTIO`N DETAILS <br />Existing Conc Mow Strip— Place PCC Valley Gutter per <br />to remain in place SJCO Std CW—C23 <br />PCC VALLEY GUTTER <br />Sta 9+19 (14' Lt) to Sta 9+79 (22.5' Lt) <br />Use loam where <br />landscaping occurs <br />See Sheet 4 FI <br />0 <br />n PCC <br />�1 1 _e <br />0 <br />0 <br />ng g" T <br />Con Dwy f <br />4" (Min) Aggregate — <br />Subbase, Class IV <br />under new C&G (Typ) <br />AC (Misc Areas) � <br />-2'---- --1'-4° :32 0C+ <br />r1 5„ 6„ 3 — — <br />t � <br />Existing <br />Roadway <br />Three 5/8" x 24" long steel <br />dowels greased and wrapped one <br />side through every expansion joint. <br />Sta 4+39 (Lt) to Sta 4+99 (Lt) <br />Refer to COS Std Drawings 25A and 25D <br />Sprinkler relocation as required for Minor Concrete <br />(Curb and Gutter) shall be considered as included in <br />the Minor Concrete (Curb and Gutter) item of work. <br />Sheet No. <br />6 of 8 <br />