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Const. <br /> ❑1 Limits of Clearing and Grubbing <br /> Conform 6. - Limits of Work <br /> 2 Conform <br /> 24' Pavement Reinforcing Fabric Existing A.C. Dike <br /> Ito remain in place. <br /> 1 <br /> -VQr. yor <br /> — i _ <br /> Var. Var. - - - - - - - - - - <br /> -� <br /> f� Existing <br /> - - - I <br /> - - - - - - - Roadway <br /> Var. Depth— A.C. Overlay ® Dike <br /> Shoulder Backing <br /> Existing Roadway <br /> Var. Depth <br /> F-310.12' Asphalt Concrete Overlay Shoulder Backing <br /> TYPICAL SECTION <br /> Sta. 845+00 to Sto. 1050+32 <br /> n <br /> ynL <br /> o D <br /> GENERAL NOTES <br /> o <br /> 6. Asphalt Concrete shall be placed in lifts as follows: Limits of Mailbox Relocation <br /> g' 1 . Shoulder Backing material at all intersection radii shall be 0.25' A.C. Thickness - Two (2) layers of <br /> blended with native soil material as directed by the Engineer. <br /> Payment for blending of material will be by item No. 1 , reinforcement fabric betweeequal n hbetween <br /> the layers. <br /> Q AT BRIDGE APPROACHES ONLY <br /> v Force Account. <br /> s 0.12' A.C. Thickness - One (1) layer (no fabric). Sta. 953+00 to Sto. 964+36 <br /> 2. Advance leveling and crack sealing of existing surface shall Sta. 969+02 to Sta. 976+00 <br /> be as directed by the Engineer. Payment for the work shall 7. The Contractor shall obtain an encroachment permit from <br /> by Item No. 1 , Force Account. Caltrans for any Construction area signs that are placed ❑3 0.25' at Middle River Bridge approaches <br /> N within the State right of way. Refer to Sheet No's. 4 and 5 for limits <br /> X 3. Sta. 870+60± Lt. - Remove and replace damaged A.C. Dike. <br /> M Payment for the work shall be by Item No. 1, Force account. ® 4' Sta. 855+50 to Sta. 871 +50 (Rt) <br /> Z 4' Sta. 999+00 to Sta. 1013+50 (Rt) <br /> 4. Sto 976+00 - Place slope protection as directed by the <br /> Engineer. <br /> Force Accommi ent for the work shall be by Item No. 1 <br /> 5 5. Where superelevotion exist on horizontal curves the new <br /> surface slope and drainage shall conform to existing. <br /> Z <br /> z <br /> ISCALIE asSHoN CowadDRRFACING Sheet No. <br /> A COUNTY OF SAN JOAQUINrRoodt State Route 4) 2 c 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL R COMMENDED DATE <br />