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Limits of Clearing & Grubbing v v Limits of Clearing and Grubbing _ FSI__ 16'�r.-. ._ 16' 16' 16' 45'-55' 45 55 4.5'-5.5' tlwoy Details Details (Rootl:a ( Eorlhwork 11 '-12' 11'-12' adhwork _ _ (Roadway 11'-12' 11'-12' Roatlwa See Widening) Line GUS Line CuI Widening See W'tl°^'"g7l Line Cut I 1 w'tl°"'" Shoulder I Shoulder See See Details 28' Pavement Rfinforcing Fabric shoamer 0.50' o' snoamer Son 0.50' 0.50� 'r- on —2% p% Details Sheet 2% ^' Va_. 2% Sheet on 1-5%-Z% on No. 3 No. 3 Sheet - - - - Sheet w No. 3 No. 3 Existing Roadway, 0.17 -0'21 0.15 A.C. A.C. Leveling Existing Roadway 0.32'-0.36' A.C. Overlay A.G. TYPICAL SECTION ASPHALT CONCRETE TYPE B (LEVELING) Sto. 10+12 to Sta. 60+25 = 0.21' A.C. Overlay Sta. 47+00 to Sto. 50+00 (Lt.) Sto. 63+75 to Sto. 77+00 = 0.21' A.C. Overlay m Sto. 77+00 to Sto. 151 +03 = 0.17' A.C. Overlay GENERAL NOTES: n1 . Placement of asphalt concrete shall not begin until the asphalt concrete o used in Pavement Repair hos been in place for 12 hours. n 2. Asphalt Concrete shall be placed in (2) two layers of approximate equal thickness with reinforcing fabric placed on the existing or prepared surface. 0 o w w C JI w w 3. The Contractor shall conduct the Shoulder Backing operation so as not to iT a v I v a disturb or obstruct any existing drainage. 16 Limits of Clearing & Grubbing - 4. Shoulder Backing Material of all intersection radii shall receive penetration y m 'Eorlhwork 11 '_12' g 11 '-129 treatment of 0.25 gallon/square yard. Limits of the penetration treatment 4.5'-S.S' T work shall be confined to intersection radii plus fifty feet (50') in each -4orrtn ark - direction or to intersection conform. Payment for penetration treatment (RoodwoYy �Roodway should be considered as included in the price paid for Shoulder Backing. H flNo. 3 Widening) Line Cut I Line Cul Widening) See on ~, Shoulder 5. All earthwork, except for final shoulder grading shall be completed 28' Pavement inforcin Fabric 9 y Details prior to placing the final lift of Asphalt Concrete surfacing. 0.50' ' 0.50' on 6. Roadway widening shall be laced prior to A.C. overlay. Material for roadway Street Y 9 P P Y Y No. 3 widening may be deposited and spread by any mechanical means that will I___ ___ ___ __J produce a uniform smoothness and texture. __. 0.21 ' 0.15 A.C. 7. All existing frontage improvements shall remain in place unless otherwise noted. 0.36' A.C. Existing Roadway A.C. Overlay 8. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so as not to modify or obstruct TYPICAL SECTION the existing drainage. o / � 9. Where superelevotions exist on horizontal curves, surface slope and drainage shall (Superelevotion) - i >> a�+: j si- -a conform with existing. • SID. 60+25 to Sto. 631 ' A .r erowK gv _ 10. All existing materials from roadway cut shall be used as roadway fill in fill areas. r r^ -v All organic material shall be removed from roadway cut prior to placing into fill areas. 11. Decorative frontages within the limits of work shall be removed within 4' of new w edge of pavement. Payment for this work will be paid by Force Account. s� COUNTY OF SAN JOAQUIN No scALE TYPICAL SECTION AUSTIN ROAD IMPROVEMENTS Sheet No. (Louise Avenue to French Camp Road) 2 of 12 DRAWN BY DATE '/PROJECT ENGINEER PATE CHECKED DATE APPROVAL RECOMMENDED DATE Enrique Silva 11/07 111,,& CHAP ufa� NKa7