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I a <br /> Limits of clearing & Grubbing, Earthwork <br /> Refer to © p Refer to <br /> Shld. Details 4 —8 12 12 4'-8' <br /> this sheet. Shld. Details <br /> this sheet. <br /> 24' Pavement Reinforcing Fabric <br /> � Yoc � lhx l�oca 1/0� <br /> i <br /> ❑1 Limits of Mailbox Relocation. Existing Roadway 0.21' A.C. Overlay <br /> p 8' — Sto. 114+50 to Sta. 117+57 (Rt.) <br /> 8' — Sta. 116+63 to Sta. 117+65 (Lt.) L SEC <br /> CATION <br /> 4' — Sto. 118+00 to Sto. 167+00 (Rt.) Sta. 11 TYPICAL <br /> to Std. 1 ON <br /> 4' — Sto. 118+12 to Sta. 167+00 (Lt.) <br /> o £ <br /> 67+00 <br /> £ <br /> a <br /> F --1 6'-201 4' 4' k--16,-20, 4, <br /> I GENERAL NOTES <br /> I <br /> I Finished Surface I 1. Placement of Asphalt Concrete Surfacing shall not begin <br /> Finished Surface until asphalt concrete used in povement repair hos been <br /> onform in place for 24 hours. <br /> z onform <br /> 2. Survey Monument Frame and Cover shall be adjusted to <br /> 7K'\ 7 - — finished grade of Sto. 115+833 @ Sta.142+253. <br /> -"'T <br /> — 3. Place Survey Monument Frame and Cover at Sta. 155+463. <br /> Shoulder Backing Shoulder Backing Exact location to be determined by the Engineer. <br /> Existing Roadway g <br /> J Vor. Depth (Typ.) Existing Roodway (TYP.) RECORD DRAWING <br /> Go rection n t1�1� #� <br /> SHOULDER DETAIL — TYPE 1 SHOULDER DETAIL — TYPE 116+00 (Rt) 2 No Chanties 4v 4N. J <br /> Sta. 116+00 to Sta. 167+00 (Rt.) Ste. 114+50 to Sta. . pate <br /> Sta. 132+00 to Sto. 167+00 (Ll.) Stu. 114+50 to Sta. 132+00 (Lt. <br /> ) fi^} "ers:r+' a w" is d Ir WYIng 8 ni u Ve'& <br /> 2n +n';zrrnat ^" ey Os(5'.'t'Ing Tt1 SRr '-,r *c, <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION CHRISIt1AN ROAD RESURFACING Sheet No. <br /> (Sct1Wt6 Road to ENwnth Street) 2 of 6 <br /> DRA11f1 B/ DATE I INMECT ENGINEER DA1E c1 acm DATE slim"" DATE ^=WAMM DME <br /> Swr r.. .YYr f/o0 .j--Xft i -Via r D/MN d <br />