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Y 0017SI Limits of Clearing and Grubbing R R��% (', 1' 'k 4' 2' E 12' and mailbox relocation. 12' E 2' 4' 1' REC`D D " `� • INu Geos thetic Pavement Interlayer (Paving Fabric 0 E Va r 0.5 Yn Y ( 9 ) 0.5 Va o no o TE0.25' HMA OverlayAny o Deb7 Var 8 Match Exist Slope Match Exist Slopes 89' Va 3 Surface Exist /A 7 77 77 77 77 77 771 — At inion._ .� � erspoctiny Thi Bib Of 1Noft — -- \ L — — _ Exist Roadway 7+7 *See Sheet 6Earthwork (Misc Areas) Detail Variable Depth TYPICAL SExist Shoulder Shoulder Backing (Typ) Sta 10+05 to Sta 61 +90 pace TE Sta 69+88 to Sta 104+15 1' minimum width (Typ) 00175t I Limits of Clearing and Grubbing EP and mailbox relocation. EP 1' Earthwork (Misc Areas) 16' 16' 2' 2' 1' E 3' 3' 0.5' Geosynthetic Pavement Interlayer (Paving Fabric) 0.5' o Var Va o C: TE / —0.25' HMA Overlay TE o Match Exist Slope 87 3 Match Exist Slope dor 7727�Surface Exist `—I Exist Roadway J � 0.50 t _TYPICAL SECTION Variable Depth Grade Exist Shoulder to place Shoulder Backing Sta 61+90 to Sta 69+88 TE 1' minimum width (Typ) GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing or prepared surface. 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage unless otherwise shown on plans. 7. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material will be deposited or drifted -a on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. D 8. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to Mintersection radii plus fifty feet (50') in each direction or to the intersection conform. 9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. M 10. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must z o bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS AND KASSON ROAD RESURFACING Sheet No. GENERAL NOTES (Stanislaus County Line to Airport Way) 2 of 8 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE A. Fefk 06/2019