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Const Limits of Clearing and Grubbing and Mailbox Relocation 1. J_ 2'-4. EP 10' — 12' - 10• EP 2' — 4' 1' Var Depth Shoulder Backing (Typ) Var Depth Shoulder Backing (Typ) 18' _Match Existing xistinq Roadway Match Existing_ TYPICAL SECTION Belvedere Ave : Sta 10+12 to Sta 14+06 Sta 14+27 to Sta 17+77 Williams St : Sta 10+12 to Sta 17+`28. +'O'- Const and Mnilhnx Relncntinn TYPICAL SECTION AC Pavement E St : Sta 10+12 to Sta 14+06 Stu 14+27 to Sta 25+77 Const Limits of Clearing and (Grubbing and Mailbox Relocation - 1 A' ranagev c Surface 9 Surface 3:1 c°� ,Match Existing I _ + Match Existing 0.17' HMA `Existing Roadway Var Depth Planing SHOULDER DETAIL (Type A) AC Pavement S n with Paved Frontage TYPICAL SECTION V m A Belvedere Ave : Sta 17+77 to Sta 18+65 E St : Sto 25+77 to Sto 26+77 Z Williams St : Sto 17+ � to Sto 18+28 0 COUNTY OF SAN JOAQUIN I NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Vincent �i to/ts Glq�„�( /l„ ' i�/lL/1� --J 0.17' HMA (Type A) Overlay Existing Surface Existing Surface GENERAL NOTES: 1. 0.17' Hot Mix Asphalt Overlay must be placed in one (1) layer with Geosynthetic Pavement (Paving Fabric) placed on existing surface. 2. 0.25' Hot Mix Asphalt Overlay must be place in two (2) layers of approximately al thickness. 3. Placement of Hot Mix Asphalt Overlay must not begin until the Hot Mix Asphalt used in Pavement Repair has been in place for a minimum of 18 hours. 4. Placement of Hot Mix Asphalt Driveways must not begin until the Hot Mix Asphalt used for Mainline Paving has been completed. 5. Existing highway and utility facilities must remain in place unless otherwise noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 7. 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. 8. 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. 9. The Contractor must obtain an Encroachment Permit from the City of Stockton for traffic control or any work within the City's jurisdiction. Payment for this will be considered to be included in the various items of work. �--�' — — _ 10. The Contractor must exercise due caution and carefully preserve survey bench — J marks, control points, reference points and all survey stakes, and must bear all 0.25 HMA expenses for replacement and/or errors caused by their unnecessary loss or (Type A) disturbance. / 11.,The�ntractor must notify the City of Stockton Municipal Utilities �5 4y vtr-r • artment at (209) 937-8725 seventy two (72) hours in advance of adjusting the City's facilities to finished grade. Refer to the City's Standards for / adjusting facilities to grade. 12. The Contractor is to remove and dispose all existing Thermoplastic Pavement Markings at the Waterloo Road intersections of all Project Streets. The cost of this work is to be included in the various items of work involved. w�elow Lip — --m U Existing CG&S SHOULDER DETAIL with Curb, Gutter & Sidewalk TYPICAL SECTIONS AND GENERAL NOTES CHECKED c DATE 4 i'M - ii/i[/A 13. The Contractor must take necessary precautions to prevent any damage to stamped asphalt concrete crosswalk areas at Waterloo Road intersection. In the event that such damage should occur from the Contractor's operations, the Contractor shall repair or replace or bring to original condition the damaged stamped asphalt concrete crosswalk at the Contractor's expense. 14. Hand grinding of Asphalt Concrete pavement will be required next to the lip of gutter and at locations where existing highway and utility facilities are within the Planing Asphalt Concrete Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement, 15. Payment for Saw Cutting asphalt concrete frontages will be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. DELVEDERE AREA STREETS RESURFACING 2015 I Sheet No. (Belvedere Avenue> E Street &Williams Street) 2 of 7 o � R rt n m o Z m Const Limits of Clearing and Grubbing and Mailbox Relocation 1. J_ 2'-4. EP 10' — 12' - 10• EP 2' — 4' 1' Var Depth Shoulder Backing (Typ) Var Depth Shoulder Backing (Typ) 18' _Match Existing xistinq Roadway Match Existing_ TYPICAL SECTION Belvedere Ave : Sta 10+12 to Sta 14+06 Sta 14+27 to Sta 17+77 Williams St : Sta 10+12 to Sta 17+`28. +'O'- Const and Mnilhnx Relncntinn TYPICAL SECTION AC Pavement E St : Sta 10+12 to Sta 14+06 Stu 14+27 to Sta 25+77 Const Limits of Clearing and (Grubbing and Mailbox Relocation - 1 A' ranagev c Surface 9 Surface 3:1 c°� ,Match Existing I _ + Match Existing 0.17' HMA `Existing Roadway Var Depth Planing SHOULDER DETAIL (Type A) AC Pavement S n with Paved Frontage TYPICAL SECTION V m A Belvedere Ave : Sta 17+77 to Sta 18+65 E St : Sto 25+77 to Sto 26+77 Z Williams St : Sto 17+ � to Sto 18+28 0 COUNTY OF SAN JOAQUIN I NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Vincent �i to/ts Glq�„�( /l„ ' i�/lL/1� --J 0.17' HMA (Type A) Overlay Existing Surface Existing Surface GENERAL NOTES: 1. 0.17' Hot Mix Asphalt Overlay must be placed in one (1) layer with Geosynthetic Pavement (Paving Fabric) placed on existing surface. 2. 0.25' Hot Mix Asphalt Overlay must be place in two (2) layers of approximately al thickness. 3. Placement of Hot Mix Asphalt Overlay must not begin until the Hot Mix Asphalt used in Pavement Repair has been in place for a minimum of 18 hours. 4. Placement of Hot Mix Asphalt Driveways must not begin until the Hot Mix Asphalt used for Mainline Paving has been completed. 5. Existing highway and utility facilities must remain in place unless otherwise noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 7. 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. 8. 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. 9. The Contractor must obtain an Encroachment Permit from the City of Stockton for traffic control or any work within the City's jurisdiction. Payment for this will be considered to be included in the various items of work. �--�' — — _ 10. The Contractor must exercise due caution and carefully preserve survey bench — J marks, control points, reference points and all survey stakes, and must bear all 0.25 HMA expenses for replacement and/or errors caused by their unnecessary loss or (Type A) disturbance. / 11.,The�ntractor must notify the City of Stockton Municipal Utilities �5 4y vtr-r • artment at (209) 937-8725 seventy two (72) hours in advance of adjusting the City's facilities to finished grade. Refer to the City's Standards for / adjusting facilities to grade. 12. The Contractor is to remove and dispose all existing Thermoplastic Pavement Markings at the Waterloo Road intersections of all Project Streets. The cost of this work is to be included in the various items of work involved. w�elow Lip — --m U Existing CG&S SHOULDER DETAIL with Curb, Gutter & Sidewalk TYPICAL SECTIONS AND GENERAL NOTES CHECKED c DATE 4 i'M - ii/i[/A 13. The Contractor must take necessary precautions to prevent any damage to stamped asphalt concrete crosswalk areas at Waterloo Road intersection. In the event that such damage should occur from the Contractor's operations, the Contractor shall repair or replace or bring to original condition the damaged stamped asphalt concrete crosswalk at the Contractor's expense. 14. Hand grinding of Asphalt Concrete pavement will be required next to the lip of gutter and at locations where existing highway and utility facilities are within the Planing Asphalt Concrete Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement, 15. Payment for Saw Cutting asphalt concrete frontages will be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. DELVEDERE AREA STREETS RESURFACING 2015 I Sheet No. (Belvedere Avenue> E Street &Williams Street) 2 of 7