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Const. GENERAL NOTES <br /> "Limit of Clearing and Qrubbing l Asphalt Concrete used for pavcm�nt <br /> Repair 'Thal/ be p/oced /n loyers <br /> 6 4 12 12 4 6' which do not exceed 0.50' In <br /> oompocted thickness. <br /> 24' Povement Reinforcing fobrrc 2. P/ocemeni of Asyholt Concrete <br /> Surfacing sho// not begin anti/ <br /> Aspholt Concrete used in POVement <br /> Conform Repoir hos been in ploce fbr q <br /> Conform ,.:•; j mrnimam or 36 hours. <br /> i <br /> 3. Where superelevotions exist on <br /> horizontal curves the new <br /> Shoulder .backing 0. 17'/Isoho/t Concrete Overloy. surface slope 0170' o'roinoye <br /> CTyp. shall conform to ex4sting. <br /> Existiry Roadway <br /> •Limit of moilbox 4. Woter Vo/ve Frames and Covers <br /> relocation. will be od�asted by Co/ifornio <br /> Water service Co. otter completion <br /> TYPICAL SfC7/0Al of the resurfoc;nq Project. <br /> VENTURA AVE'NUf TO CITY L/M/TS <br /> No. O f 25 to sto. //t Ao <br /> T <br /> r <br />'m <br /> s <br /> a <br /> m <br /> 0 <br /> a <br /> a <br /> f <br /> m <br /> x <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SCCTION taroAv Ave. t s City <br /> Li Sheet Na. <br /> l/enturo e. to City Limits /3 of l5 <br /> Drawn By Date I Project Engineer Data Chocked Dore I Submitted I Ont. I AprovalAacomwndad Data <br /> Sea /, � <br />