SP7541 - SP7545 - Laserfiche WebLink

Home Browse Search

N M Exist Dike to Remain in Place (Typ) Const Limits of Clearing and Grubbing and Mailbox Relocation — FOG i FOG Var 4'** 12.5'* 12.5'* 4'** Var Fog Seal Coat Match Exist Slope Match Exist Slope Fog Seal Coat _ Conform_ ----- —---------------------------------- — — — — — _ — TYPICAL SECTION Exist Roadway Cold Plane Pavement 0.25' Sta 10+58 to Sta 30+14 and Place 0.25' HMA Sta 77+77 to Sta 86+06 (12')* q Const EP Limits of Clearing and Grubbing and Mailbox Relocation 2 12' I� 12' - -� TE Match Exist Slope Conform I— — — — Grade exist ground to place TE 1' min width (Typ) Match Exist Slope ** Can Be Reduced where there is less than 4' of paved surface. ----,---=----------------- 0.25 HMA Overlay Exist Roadway TYPICAL SECTION Sta 30+14 to Sta 77+77 C+n Q74-R-� +n C+n 1 dd�dd UtNtKAL NV I tJ: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 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. 7. Hand grinding of roadway surfacing will be required at locations where existing highway and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Cold Plane Pavement. 8. 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 onto 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. 9. 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 intersection radii plus fifty feet (50') in each direction or to the intersection conform. COUNTY OF SAN JOAQUIN I No SCALE DRAWN BY I DATE I PROJECT ENGINEER DATE Exist Paved Shoulder (Typ) Variable Depth I Conform Shoulder Backing (Typ) 10. 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. 11. The Contractor must place temporary ramps to affected resident's driveways at the end of each working day if a drop off greater than 0.15' exists. Ramp materials must be consistent with that of the roadbed (or roadway) surface that is to be placed upon. Payment for this work will be considered as included in the various items of work involved. 12. The Contractor must obtain an Encroachment Permit from the State Department of Transportation for placement for performing traffic control or placing traffic control devices in their jurisdiction. Payment for this will be considered to be included in the various items of work involved. 13. The Contractor must obtain all permits and licenses required for the construction and completion of the project, and must perform all work in accordance with the requirements and conditions of all permits and approvals applicable to the project. 14. The Contractor must exercise due to caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 15. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Agency (USA) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. GENERAL NOTES AND TYPICAL SECTIONS CHECKED I DATE A. FELIX 3/2022 I �'t, ! ; • I } if -, , t I �"1 ' S BRUELLA ROAD RESURFACING (State Route 12 to Acampo Road) Sheet No. 2 of 5 Vr -105 n N M Exist Dike to Remain in Place (Typ) Const Limits of Clearing and Grubbing and Mailbox Relocation — FOG i FOG Var 4'** 12.5'* 12.5'* 4'** Var Fog Seal Coat Match Exist Slope Match Exist Slope Fog Seal Coat _ Conform_ ----- —---------------------------------- — — — — — _ — TYPICAL SECTION Exist Roadway Cold Plane Pavement 0.25' Sta 10+58 to Sta 30+14 and Place 0.25' HMA Sta 77+77 to Sta 86+06 (12')* q Const EP Limits of Clearing and Grubbing and Mailbox Relocation 2 12' I� 12' - -� TE Match Exist Slope Conform I— — — — Grade exist ground to place TE 1' min width (Typ) Match Exist Slope ** Can Be Reduced where there is less than 4' of paved surface. ----,---=----------------- 0.25 HMA Overlay Exist Roadway TYPICAL SECTION Sta 30+14 to Sta 77+77 C+n Q74-R-� +n C+n 1 dd�dd UtNtKAL NV I tJ: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 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. 7. Hand grinding of roadway surfacing will be required at locations where existing highway and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Cold Plane Pavement. 8. 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 onto 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. 9. 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 intersection radii plus fifty feet (50') in each direction or to the intersection conform. COUNTY OF SAN JOAQUIN I No SCALE DRAWN BY I DATE I PROJECT ENGINEER DATE Exist Paved Shoulder (Typ) Variable Depth I Conform Shoulder Backing (Typ) 10. 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. 11. The Contractor must place temporary ramps to affected resident's driveways at the end of each working day if a drop off greater than 0.15' exists. Ramp materials must be consistent with that of the roadbed (or roadway) surface that is to be placed upon. Payment for this work will be considered as included in the various items of work involved. 12. The Contractor must obtain an Encroachment Permit from the State Department of Transportation for placement for performing traffic control or placing traffic control devices in their jurisdiction. Payment for this will be considered to be included in the various items of work involved. 13. The Contractor must obtain all permits and licenses required for the construction and completion of the project, and must perform all work in accordance with the requirements and conditions of all permits and approvals applicable to the project. 14. The Contractor must exercise due to caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 15. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Agency (USA) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. GENERAL NOTES AND TYPICAL SECTIONS CHECKED I DATE A. FELIX 3/2022 I �'t, ! ; • I } if -, , t I �"1 ' S BRUELLA ROAD RESURFACING (State Route 12 to Acampo Road) Sheet No. 2 of 5