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(� rt Const. <br /> `` L Const. Limits of Cleari Ig and Grubbing - <br /> r2-}-2• 11 i-� & Mailbox Relocation <br /> t <br /> -2' Y <br /> ai. 8% 0'-4 12' - 12' q' 7 <br /> Conform -{�-0'- <br /> � I <br /> - 24' Pavement Reinforcing Fabric -- - <br /> -t \ Vraf.� Shoulder Backing r. Va r., <br /> Conform — 8% �a-- yQr� x'89 <br /> 1 _� La Conform <br /> Imported Borrow ✓I I " <br /> Shoulder Repair Area Existin Raadwa _ <br /> Sta. 3+50 to Sta. 4+34 (Lt.) 9 y TYPICAL SECTION o zs <br /> Shoulder Rocking (Typ.) J <br /> GENERAL NOTES sta. 1+26 to Sta. 346+20 <br /> 0 1 . Placement of asphalt concrete surfacing shall not <br /> begin until the asphalt concrete used in Pavement <br /> n Repair has been in place for 36 hours. <br /> w o <br /> o „ 2. Asphalt concrete shall be placed in two (2) layers of Const. <br /> approximate equal thickness with pavement reinforcing <br /> Qs fabric placed between existing pavement and the first layer. - 12' 4't - <br /> o m 3. The contractor shall obtain an encroachment permit <br /> from Caltrans prior to work within the State Highway Pavement Reinforcing Fabric <br /> Route 4 Right-of-Way. Exist. Dike to <br /> lac <br /> Vor0.08 remain in pe <br /> 4. The contractor shall conduct the Shoulder Backing operation (Unless otherwise plac <br /> so as to not disturb or obstruct any existing drainage. noted on plans). <br /> 5. All earthwork, except for the final lift of Shoulder Backing, — — <br /> shall be completed prior to placing the final lift of asphalt — — - _— <br /> concrete surfacing. No Shoulder Backing shall be deposited 0.25' A.C. <br /> ` ^ or drifted on the final lift of asphalt concrete surfacing. <br /> V' Sta. 325+23 to 328+98 (Rt.) <br /> T 6. Shoulder Backing material at intersection radii shall Sta. 325+31 to 326+37 (Lt.) <br /> V {n blended with the top 6" of native soil material as directed Sta. 328+07 to 328+98 (Lt.) <br /> r by the Engineer. Payment for blending shall be considered as <br /> p included in the contract unit price paid for Shoulder Backing. Sta. 330+45 to 333+89 (Rt.) <br /> m 7. All Bridges are not to be resurfaced. Sta. 330+45 to 333+95 (Lt.) <br /> L A Sta. 341 +95 to 344+00 (Lt.) <br /> 8. Contractor is responsible for all construction staking at Minor Structures. Sta. 340+94 to 344+00 (Rt.) <br /> N9. The Imported Borrow material is to have an R-Value=20 <br /> 0 or Sand Equivalent of 15-25. <br /> COUNTY OF SAN JOAQUINeo SU` LE TYPICAL SECnON ESCALON—BELLOTA ROAD RESURFACING sheet No. <br /> AND GENERAL NOTES (Mariposa Road to State Highway Route 4) 2 of 21 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL OMMENDED DTE ` <br /> �anaG Tirtw� r/.r 5�� y�r7�a y�ny/ rB %+'oi S �/J✓ <br />