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Const. <br /> I GENERAL NOTES <br /> *Limits of Clearing and Grubbing 1. Asphalt Concrete surfacing shall be placed <br /> 4' •11• �I� 11' 4' 1, in 2 layers of approximately equal thickness. <br /> T Pavement Reinforcing Fabric shall be placed <br /> 20' Pavement Reinforcing Fabric between the layers. <br /> Conform 1 1 2. Survey Monument Frame and Cover at <br /> Var. Var. 0.08' A.C. Sta. 10+05t(Lt.) shall be adjusted to grade. <br /> Var, <br /> 4 <br /> I <br /> L ___________ <br /> Shoulder Backing ----� <br /> Existing Roadway 0.25' Asphalt Concrete Overlay <br /> • Limits of mailbox relocation <br /> TYPICAL SECTION 12'— Sta. 16+34 to Sta. 29+56 <br /> Sta. 3+60 to Sta. 29+56 Limits of Asphalt Concrete <br /> Refer to Detail below for Pavement Planing <br /> Sta. 11+68 to Sta. 16+34 Lt. Fo-.—o87 Depth of Asphalt Concrete - <br /> Pavement Planing <br /> Const. Const. <br /> Limits of Clearin <br /> P •Limits of Clearing and Grubbing <br /> and Grubbing <br /> 1 > 10' Pavement <br /> g o 4' 12' 12' 4' Reinforcing Fabric <br /> 1 6 6 <br /> b 20' Pavemen4Reinforcing Fabric Conform o -4- <br /> Conform <br /> 4 �f o <br /> Conform <br /> Conform <br /> m 0.10' A.C. <br /> Var. <br /> r- m Var. Vac _ Var, r� s v <br /> .4 <br /> Z J . �� I <br /> M Shoulder Backing <br /> (Typ.) Existing Roadway 0.25' Asphalt Concrete Overlay 0.25' Asphalt <br /> Concrete Overlay <br /> Existing C. & G. <br /> Sp ey TYPICAL SECTION to remain in place. <br /> A <br /> x Sta. 29+56 to Sta. 44+90 Existing Roadway <br /> M DETAIL STA. 11+68 to STA. 16+34 LEFT <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS MORADA LANE RESURFACING Sheet No. <br /> North 99 Fronto a Rd. to Alhambra Ave 2 of 4 <br /> Drawn H Dote Project Enpmeer Date a Checked Date I Subnitted Dote oval Bpconnended I Date <br />