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q- <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing and <br /> Mailbox Relocation <br /> 4' 4' 12' 12' 4' 4' <br /> Conform 22' Pavement Reinforcing Fabric Conform <br /> Var. I11 Vor. _ 8z <br /> —+ Var <br /> IL --t-------------T- ----------- <br /> GENERAL NOTES ------ Shoulder Backing (Typical.) <br /> 1. The completed "Shoulder Backing" shall be flush with Existing Roadway 0.25 <br /> 'C ncre{�halt <br /> the pavement. <br /> TYPICAL SECTION LEGEND <br /> 2. Asphalt Concrete used for Pavement Repair shall be <br /> e placed in layers not to exceed 0.50' compacted Sto. 0+16 to Sta.12+86 0.40' Asphalt Concrete: <br /> i; thickness. Sta. 16+04 to Sta. 52+25 r Sta. 10+00 to Sta. 12+86 <br /> 3. Asphalt Concrete shall be placed as noted: Const. <br /> 0.25 Thickness - Two (2) layers of approximate <br /> equal thickness with pavement reinforcing fabric Limits of Clearing and Grubbing <br /> g m between the layers. and Earthwork (Misc. Areas) <br /> 0 0.40' Thickness - Three (3) layers of approximate <br /> equal thickness with pavement reinforcing fabric 2' to 8' 12' 12' 2' to 8' <br /> n between the top layer and the next lower layer. <br /> - 22' Pavement 0' to 4' 4' <br /> 4. Where super elevations exist n horizontal curves, the 4 Reinforcing Fabric Typical 4, <br /> new surface slope and drainage shall conform to <br /> existing. 4 0.04 (Typ.) Vor. gy <br /> 5. Placement of Asphalt Concrete Surfacing shall not <br /> t begin until Asphalt Concrete used for pavement repair— T I _-----------fir -- -----' 2 - — <br /> V1 has been in place for a minimum of 36 hours. i <br /> Existing Roadway Vor. A.C. <br /> 6, Existing pavement markers may remain in place where Existing Wingwall Overlay Shoulder <br /> v, the Asphalt Concrete Overlay thickness is 0.25' or at bridge (Typ.) 1.00' Asphalt Backing <br /> greater. Concrete (Typ.) (Typ-) <br /> TYPICAL SECTION <br /> (Shoulder Widening ® Bridge) <br /> m Sto. 12+86 to Sta. 13+95 <br /> o Sta. 14+95 to Sta. 16+04 <br /> COUNTY OF SAN JOA Q UIN No =41LE TYPIM SECTION MC KINLEY AVE. RESURFACING Sheet <br /> & GENERAL NOTES (French Camp Road to 400, North of Sperry Rood) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMfTIED DATE I APPROV'&RECOMMENDED DATE <br /> Tony ftda"zo 6/919 �q g�2� 2arrde �►�y, / _ 9 zi18 <br />