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SHOULDER SCHEDULE S.B.= Shoulder Backing T.S.= Top Soil GENERAL NOTES NAME STATION TYPE Andrea Ave. 00+12 to 01+50 Lt. S.B. 1. Placement of asphalt concrete shall not begin until the asphalt concrete used in Andrea Ave. 01+50 to 13+25 Lt. T.S. Pavement Repair has been in place for 18 hours. Andrea Ave. 00+12 to 13+25 Rt. T.S. Cavan Ave. 10+55 to 27+00 Lt. T.S. 2. Frames and Covers for maintenance holes shall be adjusted to finished grade. Caran Ave. 10+55 to 27+00 Rt. T.S. Refer to Improvement St. No. CW—R36 for details. Joan Ave. 27+00 to 30+55 Lt. T.S. 3. Existing drainage facilities are to remain in place. The contractor shall conduct his Joan Ave. 27+00 to 30+55 Rt. S.B. work as not to modify or obstruct the existing drainage, unless otherwise shown on Edan Ave. 01+85 to 09+85 Lt. S.B. the plans. Care shall be taken during Pavement Repair to avoid damaging existing Edon Ave. 01+85 to 09+85 Rt. S.B. crossdrains. Leaf Ave. 00+10 to 02+20 Lt. S.B. 4. Surface preparation of the existing pavement (advance leveling and pothole repair) Leaf Ave. 00+10 to 01+75 Rt. S.B. shall be directed by the Engineer. Payment for this work will be paid by St. Carlo Ave. 00+16 to 02+60 Lt. T.S. Force Account. St. Carlo Ave. 02+60 to 03+96 Lt. S.B. St. Carlo Ave. 04+26 to 10+88 Lt. T.S. 5. Asphalt Concrete shall be placed as follows: St. Carlo Ave. 00+16 to 10+88 Rt. I T.S. — 0.21' Overlay: (2) Two layers of approximately equal thickness with Pavement Reinforcing Fabric placed on Asphalt Concrete Leveling Course. 0.12' Overlay: (1) One layer over Asphalt Concrete Pavement Repair. Cawtsf. 6. Shoulder Backing material at all radii shall be blended with the top 6" of native Limits of Clearing & Grubbing material as directed by the Engineer. Payment for blending shall be considered as a2' 10' included in the unit price paid for the Shoulder Backing item of work. Z 7. Shoulder Backing material (Top Soil) shall be placed in shoulder areas with existing finished Surface F Conform ( sod/lawn frontages.(See locations indicated in the Shoulder Schedule). Shoulder areas at locations indicated in the plans where (Top Soil) is required shall conform to the orequirements of Section 20-2.01 "Top Soil" of the Standard Specifications. See Special rn Existing Roadway Provisions 19S. Payment for placing approximately 150 Tons of (Top Soil) shall be L----------- considered as included in the unit price paid for the Shoulder Backing item of work. Shoulder Backing or Top Soil (Typ.) SHOULDER DETAIL 8. Hand Grinding of Asphalt Concrete Pavement will be required at locations where water See Shoulder Schedule: valves and maintenance holes are within planing limits. 9. Decorative Gravel frontages located within the limits of work shall be removed within Ccv�st 2' of the Edge of Pavement and replaced after all Shoulder work is completed. 12' I Payment for this work will be paid by Force Account. LAN Existing CG&S 0.12' A.C. Overlay or Existing Conc. Driveways over 0.40 Pavement Repair o to remain in place _Var .: PAVEMENT REPAIR m SHOULDER DETAIL o Edan Ave. Sta: 09+85 to Sta: 10+75 (Lt.) COUNTY OF SAN JOAQUIN W WAS TYPICAL SECTION OAKRIDGE SUBDIVISION STREETS RESURFACING Sheet No. (Various) 3 of 13 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED 1 DATE