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See Shoulder Details Below I _ A Varma Roadway Exist tst See Shoulder Details Below 20'-24' 22' Pavement Reinforcing Fabric 1' TYP) Var I Var Var i----------- CL Const Limits of Clearina & Grubbin EP 2' 1' L0.17' AC Overlay Var— V` Existing Grade J 0.17' Exist Roadway Shoulder Conform AC Overlay Backing SHOULDER DETAIL TYPICAL SECTION Limits of Clearing & Grubbing Bacon Street. Sta 10+12 to Sta 13+60) 24' Belle Avenue, Sta 9+40 to Sta 20+55) 24' Mistletoe Avenue. Sta 11 +50 to Sta 23+52) 24' Vail Avenue: Sta 11 +20 to Sta 30+46) 24' Young Street: Sta 10+27 to Sta 21+16) 20' 11 +20 to 18' on Young Street Rt) CL Const Limits of Clearina & Grubbin EP 2' 1' L0.17' AC Overlay Var— V` Existing Grade J 0.17' Exist Roadway Shoulder Conform AC Overlay Backing N At locations where 2' of unpaved shoulder exists or as directed by the Engineer. COUNTY OF SAN JOAQUIN DRAWN BY DATE ,PROJ'iCT ENGINEER DATE D. Gambini 4/12 GENERAL NOTES: 1. 0.17' Asphalt Concrete Overlay shall be placed in one (1) layer with Pavement Reinforcing Fabric placed on the existing or prepared surface. 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for a minimum of 18 hours. 3. Existing highway and utility facilities, including roadside signs, trees, mailboxes, shrubs, fences etc. shall remain in place unless otherwise noted on the plans. 4. Placement of all Asphalt Concrete Driveways shall not begin until the Asphalt Concrete used for Mainline Paving has been completed. 5. Hand grinding of Asphalt Concrete will be required at locations where existing utilities are within the Planing and Pavement Repair limits. Payment for Hand Grinding shall be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. 6. Contractor is to notify the City of Stockton Municipal Utilities Department at 209) 937-8868 72 hours in advance of adjusting the Sanitary Sewer Maintenance Holes and Lampholes to finished grade. 7. Sanitary Sewer Maintenance Hole and Lamphole Frames and Covers shall be adjusted to grade per City of Stockton Standards. Refer to City of Stockton Standard Plans Drawing No. 39. 8. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re -testing shall be paid by the Contractor. 9. Shoulder Backing Material at all intersection radii shall receive penetration treatment at 0.25 gallon/sq. yard. Limits of penetration treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to conform. Const FL Ditch R/W M 25' SHOULDER DETAIL 1 Limits of Clearing & Grubbing Var Bacon Street. Sta 10+12 to Sta 13+60) Lt Rt) Belle Avenue, Sta 9+40 to Sta 20+55) Lt Rt) Mistletoe Avenue: Sta 11 +50 to Sta 23+52) Lt Rt) Vail Avenue. Sto 11 +20 to Sta 30+46) Lt Rt) Young Street. Sta 10+27 to Sta 21 +16) Lt Rt) N At locations where 2' of unpaved shoulder exists or as directed by the Engineer. COUNTY OF SAN JOAQUIN DRAWN BY DATE ,PROJ'iCT ENGINEER DATE D. Gambini 4/12 GENERAL NOTES: 1. 0.17' Asphalt Concrete Overlay shall be placed in one (1) layer with Pavement Reinforcing Fabric placed on the existing or prepared surface. 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for a minimum of 18 hours. 3. Existing highway and utility facilities, including roadside signs, trees, mailboxes, shrubs, fences etc. shall remain in place unless otherwise noted on the plans. 4. Placement of all Asphalt Concrete Driveways shall not begin until the Asphalt Concrete used for Mainline Paving has been completed. 5. Hand grinding of Asphalt Concrete will be required at locations where existing utilities are within the Planing and Pavement Repair limits. Payment for Hand Grinding shall be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. 6. Contractor is to notify the City of Stockton Municipal Utilities Department at 209) 937-8868 72 hours in advance of adjusting the Sanitary Sewer Maintenance Holes and Lampholes to finished grade. 7. Sanitary Sewer Maintenance Hole and Lamphole Frames and Covers shall be adjusted to grade per City of Stockton Standards. Refer to City of Stockton Standard Plans Drawing No. 39. 8. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re -testing shall be paid by the Contractor. 9. Shoulder Backing Material at all intersection radii shall receive penetration treatment at 0.25 gallon/sq. yard. Limits of penetration treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to conform. Const FL Ditch R/W M 25' Limits of Clearing & Grubbing Var I Limits of Var Earthwork Misc Areas) 0.17' AC Overlay EP 2' Var Var I Var 1 Va r yarI Exist Roadway Shoulder surface tL'LimitsExistBacking of 1 Earthwork Misc Areas) SHOULDER DETAIL 2 Mistletoe Avenue- Sta 16+35 to Sta 16+53 (Lt) Vail Avenue: Sta 13+95 to Sta 14+60 (Rt) Sta 15+93 to Sta 16+13 (Rt) A New ditch depth, width & FL to conform to existing ditch dimensions NO SCALE TYP SECTION, GENERAL NOTES SHELTERED OAKS AND AND SHOULDER DETAILS SUNNY VALLEY GARDENS REST CHECKED /DATE 74 Sheet No - 2 of 9 Sr a 1 r 1 y„n acv101 ar` Sheet No - 2 of 9