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q <br /> Limits of Clea <br /> comet <br /> and Grubbing GENERAL NOTES: <br /> p' 12' �i - 12' 4' 1. Existing pavement markers may remain in <br /> 24' Pavement Reinforcing Fabric place where overlay thickness is 0.25' or <br /> greater. <br /> I <br /> yaryar _ 2. From Ste. 5+00 to Ste. 22+30 Asphalt <br /> Conform pO- Conform Concrete Surfacing shall be placed in 2 layers <br /> I —Can- of approximate equal thickness. Pavement <br /> J Reinforcing Fabric shall be placed between the <br /> layers. <br /> • Asphalt Concrete Shoulder Backing <br /> Existing Roadway Overlay (Typ.) <br /> • 0.30' A.C. Ste. 5+00 to Ste. 14+00 <br /> 0.25' A.C. Ste. 14+00 to Ste. 22+30 <br /> TYPICAL SECTION <br /> Ste. 5+00 to Ste. 22+30 <br /> i <br /> Const. <br /> Limits of Cleoring and Grubbing <br /> 4' 9' 9' 4' <br /> �z <br /> _ _ <br /> Conform Vor' I vQ' Conform <br /> Vor• � <br /> Shoulder Backing <br /> a 131 <br /> 0.17' Asphalt Concrete MID.) <br /> Existing Roadway Overlay <br /> y > TYPICAL SECTION <br /> ASta. 22+30 to Ste. 24+90 <br /> �oRALPH AVENUE sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION Boo' w a •B' St.. to 250' */a Ash St„ 2 of 4 <br /> nren By Date rr•o Date I I Date I smrvcrd Date Date <br /> }3. d} I/90 1/90 1//90 A A/w I V14D <br />