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CL <br /> Const. <br /> Limits of Clearing and Grubbing -- <br /> 1' 6 24' 24' 6' 1 <br /> I <br /> 2' F-44' Povement Reinforcing Fabric -- ,: 2' <br /> Conform —Vor' I V � Conform <br /> Val_ <br /> 7Ate- <br /> I- - - - - _ _ - - - - - - _ - - I - - _ - - - - - - - <br /> Variable Depth <br /> Shoulder Backing (Typ) 0.17' Asphalt Concrete Overlay <br /> Existing Roadway <br /> R > <br /> 'S1❑ Limits of Mailbox relocation. <br /> TYPICAL SECTION <br /> (Sta. 5+20 to Sta. 15+78) <br /> n m <br /> HOSPITAL ROAD <br /> N <br /> ur <br /> D <br /> 0 <br /> f <br /> A <br /> T <br /> r <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOA U N ra sc.E TYPICAL SECTION MANTHEY ROAD AND Sheet N 1 <br /> Q HOSPITAL ROAD RESURFACING 3 of 1 t <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE AP OV COMMENDED /TE <br /> 17/is Y. I I <br />