Laserfiche WebLink
Const. <br /> I <br /> Limits of Clearing and Grubbing, and mailbox relocation <br /> 1' 4' 4' 12' 12' 4' 4' 1' <br /> 22' Pavement Reinforcing Fabric <br /> Conform I Conform <br /> Var. Var. gy, <br /> �V, <br /> z 'A _ _ _ <br /> N * L 9 Y <br /> Shoulder Backing Existin Roadway <br /> 0.25' Asphalt Concrete <br /> MD.) 0.12' Asphalt Concrete (Sto. 430+05 to Sta. 431 +05) <br /> g TYPICAL SECTION <br /> o m Sta. 205+96 to Sta. 447+75 <br /> 0 Z <br /> N � <br /> Z <br /> Z <br /> S GENERAL NOTES <br /> Z <br /> 1. All earthwork (except for final grading of the shoulders S. Pavement Reinforcing Fabric shall be placed between <br /> and placement of shoulder backing material) shall the first layer and the existing prepared surface. <br /> be completed prior to placing finished course of <br /> asphalt concrete. <br /> 6. At the option of the Contractor, the grinding materials <br /> from various items of work may be deposited in the <br /> 2. Asphalt Concrete used for Pavement Repair shall not Shoulder Backing areas, except in the sod/lawn frontage. <br /> be placed in layers which exceed 0.50' in compacted <br /> r w thickness. <br /> 7. Shoulder Backing Material (Top Soil) shall be placed <br /> 3. Placement of Asphalt Concrete Surfacing shall not begin in shoulder areas with existing sod/lawn frontage from <br /> In until Asphalt Concrete used for Pavement Repair has Sta. 307+60 to Sta. 321 +90 (Lt.) Payment for <br /> been in place for a minimum of 18 hours. placement of approximately 120 tons of (Top Soil) <br /> o shall be considered under the Shoulder Backing <br /> > Item of work. <br /> f 4. Where superelevations exist on horizontal curves the <br /> new surface slope and drainage shall conform to existing. <br /> � 8. Prior to Asphalt and Shoulder operations, the contractor <br /> mis to place Temporary Silt Fence in those areas indicated <br /> z on the Summary of Quantities. <br /> Z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND GENERAL NOTES (FeShINarRORDaR EoSMoRF�CaINR ad) et No. <br /> 2eof 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHE KED �DATE SUBMITTED DATE �APPROVAL RECOMMENDED /DATE <br /> Jews.STi`ww Z/i�/•: 1%-A rwr. 4�N/�t - O /�/•z OZ �'z/A!/O� 31j 8162 <br />