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tet. <br /> Limits of Clearing and Grubbing Limits of Clearing GENERAL NOTES <br /> and Limits of Mailbox relocation. and Grubbing 1. The Asphalt Concrete (0.25' Resurfacing) <br /> seeshall be placed in two (2) layers of approximately <br /> Shoulder X10.5'-11' X10.5'-11' see equal thickness with pavement reinforcing fabric <br /> Detaua , Deaila�� 10.5 -11' 2'-4' <br /> placed on existing or prepared surface. <br /> on This 19 Pavement Reinforcing Fabric on This 2. All Pavement Repair and Leveling must be <br /> Sheet Sheet I Var. completed 18 hours prior to placement of <br /> 0.25 AC Overlay — V\` Conform Asphalt Concrete <br /> _ Var Var_ 3. Shoulder Backing material at all radii shall be <br /> Existing Roadway blended with the top 6" of native material <br /> as directed by the Engineer. Limits of this work <br /> Existing Roadway Shoulder Backing L _ _ — — — — — — — — — — — _ — — — _ — � 9 shall be confined to intersection radii plus 50' <br /> each direction. Payment for blending shall be <br /> SHOULDER DETAIL A considered as included in the unit price paid <br /> TYPICAL SECTION for Shoulder Backing. <br /> • Sta. 21+50 to Sta. 122+00=10.5' wide 4. All earthwork (except for final lift of shoulder <br /> • Sta. 122+00 to Sta. 176+25=11' wide Limits of Clearing backing) shall be completed prior to placing <br /> the final layer of asphalt concrete. <br /> rr, and Grubbing No Shoulder Backing Material shall be deposited <br /> or drifted on the final lift of asphalt concrete <br /> surfacing. <br /> rt <br /> i Cast 10.5'-11 4' 2' 5. The contractor shall conduct the Shoulder Backing <br /> operations so as not to disturb any existing drainage. <br /> Limits of Clearing and Grubbing I Var. <br /> o a — ax Vow Conform 6. Place survey monument frames and covers at <br /> the locations listed on sheet 9. <br /> � —' 10.5'-11' 10.5'-11' i Existing Roadway ' <br /> o I <br /> Shoulder — — — — — 7. The Contractor shall enter into an agreement with <br /> a ' <br /> �� the Central California Traction Co. for work within <br /> I Details (0.05') Details Shoulder Backing the railroads jurisdiction. <br /> m on This 2.59: Var._ on This 8. Contractor is responsible for all construction stakin <br /> Sheet — — — — — — — Sheet SHOULDER DETAIL B at Minor Structures. g <br /> _ <br /> — — J 9. The Imported Borrow Material is to have an <br /> N R—Value=20 or Sand Equivalent of 15-25. <br /> A.C. Leveling Existing Roadway <br /> ASPHALT CONCRETE TYPE B (LEVELING) Limits of Clearin <br /> and Grubbing SHOULDER SCHEDULE <br /> •Sta. 45+50 to Sta. 46+50 (Lt.) Sta. 22+00 to Sta. 28+00 (Rt.) I <br /> r n •Sta. 55+50 to Stu. 56+50 (Lt.) Stu. 32+00 to Sta. 36+00 (Rt.) Earthwork Misc. Areas LOCATION A B C <br /> V, •Sta. 83+50 to Sta. 84+50 W. •Sta. 99+50 to Sta. 100+50 (Rt.) I Sta. 21+50 to Sta. 144+00 (Lt.) <br /> •Sta. 85+50 to Sta. 86+50 (Lt.) •Sta. 103+50 to Sta. 104+50 Rt. i__ 10.5'-1 1' 4' 2' ­11,11Sta. 144+00 to Sta. 176+25 (Lt.) __ ._. <br /> v Sta. 130+00 to Sta. 131+50 �Rt.�1 Var. Conform <br /> • NOT SHOWN IN PLANS 8=A. — _ LOCATION A B C <br /> Sta. 21+50 to Sta 7Rt v <br /> I Existing Roadway _ - - ..... ..�9+0�0. <br /> — — — — — —I 0. Sta.Sta 79+00 to Sta 83+00 (Rt.) r <br /> Shoulder Backing Sta 83+00 to Sta 108+00 ( •) <br /> Sta 108+00 to Sta. 127+00 (Rt) <br /> 0 <br /> SHOULDER DETAIL C I Sta127+00 to Sta. 176+25 (Rt.) <br /> COUNTY OF SAN JOAQUIN I Is No scAE TYPICAL SECTION JAHANT ROAD RESURFACING Sheet No. <br /> (North 99 Frontage Road East to Bruella Road) 2 of 9 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE APPROVAL REC MMENDED DATE <br /> Enrique Siva 07/05 7' QAfk20- 7171691r <br />