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GENERAL NOTES <br /> 1. Surplus native material within the limits of <br /> Clearing and Grubbing shall be excavated and <br /> used as shoulder embankment throughout the <br /> i project. This material shall be placed and <br /> compacted prior to hauling Imported Borrow. <br /> Full compensation for excavation and placing <br /> excess material, complete in place, shall be <br /> considered as included in the unit prices paid <br /> for various contract items of work and no <br /> r further allowance will be made therefor. <br /> Const. material <br /> Imported Borrow material shall be a cohesive <br /> material selected for its ability to resist erosion. <br /> Limits of Clearing and Grubbing The Resistance Value (R-Value) and Sand <br /> Equivalent requirements shall be waived for this <br /> and Earthwork (Miscellaneous Areas) material. <br /> • , 3. All earthwork, except for finish grading of <br /> 4' 4' 12' 12' 4 4' shoulders and placement of shoulder backing <br /> 22' Pavement Reinforcing Fabric materials, shall be completed prior to placing <br /> 9 finished course of Asphalt Concrete. <br /> 4. Graveled Shoulders shall be constructed by <br /> uniformly placing "Shoulder Backing" material <br /> Var. Var. Var. _ 8% Ja�� at a rate of 3 tons per station (each side). <br /> �' —�- The completed graveled shoulder shall be flush <br /> Jof' r. <br /> with the edge of pavement. <br /> ------ --�---- -- ---- --------� 5. Existing pavement markers may remain in place <br /> Conform where overlay thickness is 0.25' or greater. <br /> Existing Roadway 0.25' Asphalt Concrete Overlay Conform 6. Asphalt Concrete used for Pavement Repair <br /> Shoulder Backing shall be place in layers which do not <br /> o exceed 0.50' in compacted thickness. <br /> (TYPO <br /> 7. Placement of the first layer of Asphalt Concrete <br /> TYPICAL SECTION Surfacing shall not begin until Asphalt Concrete <br /> a used in Pavement Repair has been in place for <br /> Sta. 0+68 to Sta.79+16 a minimum of 36 hours. . <br /> i., 8. Place Monument Frames and Covers at <br /> Sta. 27+20 and Sta. 53+68. Exact <br /> i m locations to be determined by the Engineer. <br /> Refer to S.J. Co. Std. Drawing No. R-28 for Details. <br /> S m <br /> 9. The contractor shall acquire an Emcroachment <br /> a Permit from the City of Lathrop for work within <br /> ran the city's jurisdiction. <br /> • Limits of mailbox relocation 10. The Sanitary Sewer Facility located left of <br /> * Gravel shoulder-see Sta, 32+70f will be adjusted to finished <br /> grade by the City of Manteca after resurfacing <br /> A General Note 4 has been completed. <br /> M <br /> A <br /> z MCKINLEY AVENUE RESURFACING Sheet No <br /> COUNTY OF SAN JOAQUIN <br /> NO SCALE TYPICAL SECTION Woodward Ave to Yosemite Ave 2 of 5 <br /> Drawn By Date Project Engineer Dote Checked Date Submitted Date A rov l Recommended Date <br /> 5, 4t 1�/2/92 � . , //93 '/s3 l/4�.(, ���ls _J�! <br />