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Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 6' 1 2 10' 10' 2 1 6. <br /> 18' Pavement Reinforcing Fabric <br /> Var. Slope Var. Slope <br /> (TYPO I (TYp-) <br /> Conform Conform <br /> `✓ol ✓off � <br /> --i7K�- /-7RC�__7/CC� <br /> Shoulder Backing (Typ.) t k,.- <br /> Variable Depth 0.25'-33' A.C. Overlay <br /> Existing Roadway <br /> RECORD �, '. � � Sta. 0+58 to Sta. 14+30 (0.33' A.C. Overlay) <br /> 3 r Sto. 16+38 to Sta.23+90 (0.25' A.C. Overlay) <br /> 3 TYPICAL SECTION <br /> �I 1 nts 1r3wir% Sxd, 1-1 J )rdw Sta. 0+08 to Stu. 24+28 <br /> � <br /> GENERAL NOTES Band 18"0 X 5' 1z <br /> 0 (C.M.P.) Existing pipe <br /> A 1. Asphalt Concrete shall be placed as noted below: <br /> Bolts ` <br /> 0.33' A.C. Thickness — Three (3) layers of approximate equal thicknessMJ <br /> i with pavement reinforcing fabric between the bottom and second layer. "' f fflE��ffl�i' <br /> 1 y 0.25' A.C. Thickness — Two (2) layers of approximate equal thickness <br /> 9 <br /> An le <br /> with pavement reinforcing fabric on the existing pavement surface. Bolts Band <br /> � o Pipe <br /> 2. Pavement Markers may remain in place where asphalt concrete Joint Sealant <br /> z surfacing exceeds 0.25' thick. END VIEW ANNULAR BAND CONNECTION <br /> 0 <br /> zz <br /> COUNTY OF �1AN JOAQUIN No SCALE TYPICAL SECTION MUNFORD AVENUE RESURFACING sheet No. <br /> (Frantags Highway 99 East to Martposo Road) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP AL RECOMMENDED TE <br />