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GENERAL NOTES <br /> Const. 1. Asphalt Concrete used for pavement <br /> ropair shall be laced in layers which <br /> Limits of Clearing and Grubbing do not exceed 0.50' in compacted <br /> thickness. <br /> 1• 108. 12• 12' �•8' 1 <br /> 2. Placemegnt of Asphalt Concrete <br /> 24' Reinforcing Fabric Asphaltn concrete ousedgin pavement <br /> repair has been in place a minimum <br /> of 36 hours. <br /> Conform of Lip _ 0.08' A.C. (Typ.) <br /> of Gutter yp.) Var. IV . <br /> _�-- 3 betadjusted to gradenby covers will <br /> C--1_ Water Service Co. after resurfacing <br /> _ -- — <br /> --— ———————— �— is completed. <br /> _ ——— —— Existing C. G. k S. <br /> 0.17' Asphalt Concrete (Typ.) <br /> Existing Structural Section <br /> TYPICAL SECTION <br /> Section Ave. to Mormon Slough <br /> I EGENQ Stu. 9+67f to Sta. 14+50 <br /> Plane existing pavement. 12 12 <br /> See Planing Detail Sheet No. <br /> Const d I t a: <br /> 4 C <br /> *Limits of Clearing and Grubbing o w <br /> IT Uj <br /> U <br /> 1 <br /> 4. 4. 12' 12'� 8• <br /> I— • <br /> 24' Reinfoi ting Fabic 4 <br /> o.zt• ac. — <br /> Conform TYPICAL TRAFFIC <br /> Conform or, Var. Var. Var. Vor. 0.08' A.C. LANE LAYOl1T <br /> -- ---- --------- � <br /> Var. Depth `Exiffifng C. G. & S. <br /> Shoulder Backing 0.21' aC. Overlay Shoulder Detail <br /> TExistingStructural SectionShoulder Detail Sta. 15+50 to Sta. 25+30 (Rt. Side) <br /> Sta. 15+84 to Sta. 28+30 (Lt. Side) <br /> Sta. 25+30 to Sta. 28+30 (Rt. Side) <br /> 00 <br /> Qp TYPICAL SECTION <br /> N * Limits of Mailbox Relocation Mormon Slough to Main St. <br /> Sta. 15+50 to Sta. 28+30 <br /> a aa° COUNTY OF SAN JOAQUIN NO SCALE TYPMd1L SEcnoms vrtaea ORO AVENUE 'yes •i <br /> /Yea ��/Ss ��iP' - � Section Ave. to Main St 9 13 <br /> 72eod oxn <br />