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i Const. Limits of Clearing and Grubbing and Mailbox Relocation _ i 20 1 ' �12' 12' 8' 2'-4' * 1 ' �- Exist. Cones Curb 24' Pavement Reinforcing Fabric I to remain. Var._ -Via r. _ Var. _ /` Conform Thick GENERAL NOTES -- ---------------- Existing Roadwa J a 1. Contractor shall scarify native soil adjacent to pavement at ��------------------- ------ - - intersection radii to a depth of y and blend shoulder backing 7 material prior to compaction. Payment for blending shall be Variable depth Shoulder considered as included in the price for Shoulder Backing. g Y 0.25' Asphalt Concrete Overlay Backing To Imparted 2 Existing drainage facilities shall remain in place unless otherwise Borrow (Topsoil) noted. The Contractor shall conduct earthwork operations so as not to modify or abstract the existing drainage. TYPICAL SECTION 3. All shoulder work (except for final shoulder grading) shall be Sta. 0+23 t0 Sta. 112+21 m completed prior to placing final lift of asphalt concrete. a4. Asphalt Concrete used for Pavement Repair shall not be placed p in layers which exceed 0.50' in compacted thickness. Note: Conform to exist cross—slopes and super elevations. n 5. Placement of asphalt concrete surfacing shall not begin until m the asphalt concrete used in pavement repair has been in - � place for 12 hours. n 0 6. Asphalt Concrete shall be placed in two (2) layers of approximate Center place Monument <a equal thickness with pavement reinforcing fabric placed on the SHOULDER SCHEDULE F&Cmon to over exist. Cal existing surface. monument. Refer a Location * Width Material S.J. Co. Std. Dwg. C CW—M1 3 7. The Contractor shall obtain an Encroachment Permit from o Caltrans for work and traffic control within the State's Sta. 0+23 to Ste 4+94 (Lt.) 2' Shoulder Backing right of way. Ste. 4+94 to Sto 110+21 (Lt.) 0' Exist. P.C.C. Curb New Overlay S. Where superelevations exist on horizontal curves, the new Sta. 110+21 to Ste 112+21 (Lt.) 2' Shoulder Backing Surface p surface slope and drainage shall conform to existing or om as directed by the Engineer. Ste. 0+23 to Stu 25+00 (Rt.) 4' Shoulder Backing --- - ro 9. All existing trees, shrubs, fences, concrete walks and other Ste. 25+00 to Ste 27+50 (Rt.) 2' Import Borrow (Topsoil) frontage improvements are to remain in place unless otherwise Ste. 27+50 to Ste 41+50 (Rt.) 2' Shoulder Backing noted. Sta. 41+75 to Ste 46+00 (Rt.) 2' Import Borrow (Topsail) i 10. Payment for removal and disposal of drainage pipes where Ste. 46+00 to Ste 54+00 (Rt.) 2' Shoulder Backing iW m indicated on the plans shall be considered as included in Sta. 54+00 to Ste 55+00 (Rt.) 2' Import Borrow (Topsoil) 3" 2"f Clearing and Grubbing. Z Stu. 55+00 to Stu 57+00 (Rt.) 2' Shoulder Backing P 11. Imported Barrow (Topsoil) shall be placed in shoulder areas Sta. 57+00 to Ste 73+00 (Rt.) 4' Shoulder Backing Existing Roadway with existing sod frontage as noted on the Shoulder Schedule. Sta. 73+00 to Sta 86+80 (Rt.) 2' Shoulder Backing 12. Monuments frames and covers shall be placed at the following Ste. 86+80 to Ste 110+00 (Rt.) 4' Shoulder Backing M locations: Ste. 55+66, Sta. 56+30, Ste. 62+04, Sta. 68+65, Sta. 110+00 to Ste „2+2, (RL) - r Shoulder Backing SURVEY MONUMENT DETAIL Q Sta. 68+95, Sta. 73+36 and Sta. 100+43. Refer to details, this sheet. 0 Z N. 99 FRONTAGE ROAD EAST RESURFACING Sheet No. m COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION (Eight Mile Road to Armstrong Road) 2 of 10 DRAWN BY DATE PROJECT ENGINEER ED DATE CHECKDATE SUBMITTED DATE APP RECOMMENDED DATE