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0 <br />D <br />M <br />r- <br />m <br />1P <br />Limits of Clearing and Grubbing— <br />Approximate <br />middle of Top <br />of Berm <br />13' f 1 6' <br />,Top of <br />Berm E <br />Const <br />o <br />*5'± <br />17' 17' <br />U <br />Top of <br />.7, j 77777777"7 <br />Berm <br />(Earthwork) <br />Existing Soil <br />Berm (Typ) <br />See Sheet 6—' <br />Limits of Clearing and Grubbing— <br />for Trench and FL Sta 14+00 to <br />Conduit Details Sta 28+48 <br />Var Depth <br />Shoulder Backing <br />(Typ) <br />2100i.2illOVA Existin <br />/Approximate <br />location <br />of existing <br />Elect line. <br />Roadway <br />1 <br />TYPICAL SECTION <br />Sta 13+00 to Sta 29+00 <br />Entrance Road at <br />North County Landfill <br />HMA <br />(Typ) <br />Earthwork <br />(Misc Areas) <br />4'— 13' <br />2' <br />1 —Top of —Top of <br />Berm Berm <br />-------------- <br />0 ` <br />3 <br />i <br />Grade Soil Berm to match <br />existing slope. Place Hydroseed <br />FL for Erosion Control. Payment for <br />Sta 21 +53 this work to be included in <br />to Sta 28+51 Earthwork (Misc Areas) bid item <br />of work. (Typ) <br />*Sta 13+00 to Sta 28+93 (Lt) <br />(Existing Elect lines and pull boxes run parallel <br />to east side of road and are not shown on <br />lans . In Roadway Widening area, R & D <br />existing pullboxes and abandon existing conduit <br />in place. Payment for this work and saw cutting <br />to be included in Earthwork (Roadwa W'den'n ) <br />GENERAL NOTES: <br />bid item of work. <br />1. 1' HMA Widening must be placed in four (4) layers of approximately equal thickness. <br />2. Existing highway and utility facilities must remain in place unless otherwise noted. <br />3. Existing trees, shrubs, fences, mailboxes, landfill signs and other frontage improvements must remain in place unless otherwise noted. <br />4. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or <br />obstruct the existing drainage, unless otherwise shown on plans. <br />5. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backingmaterial <br />must be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Should m i ► <br />must be placed in two (2) or more fully compacted layers. <br />A 0. o <br />Cc4­i-"0r*- <br />6. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with aw�,��111 <br />minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Coribmetor. <br />7. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey st ' tlsin This IhawringE s <br />must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. All Information By In pecting The Site Of <br />8. All conduit and pull box installation, electrical wiring, street light head replacement and street light pole installation to be paid for in the Electrical <br />Site Work bid item of work. <br />9. Contractor to place asphalt spoils and excavated soil on—site as directed by Engineer. <br />10. Contractor to coordinate with Solid Waste Site Manager (209) 601-1781 to de—energize existing Elect lines prior to start of any earthwork or <br />underground work. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PRqA:CT ENGINEER I DATE <br />Wpbeit Longley/7. Sessoms 1 2/2019 <br />CHECKED <br />TYPICAL SECTION AND NORTH COUNTY LANDFILL ENTRANCE ROAD WIDENING I Sheet No. <br />GENERAL NOTES I (Harney Lane to Scale House) 2 of 7 <br />DATE <br />1�31(1� <br />Const <br />Earthwork <br />(Misc Areas) <br />*5'± <br />17' 17' <br />4'-13' <br />59f <br />(Earthwork) <br />I <br />(Earthwork) <br />Roadway <br />Slurry Seal (Type II) <br />Roadway <br />Widening <br />Q_ <br />I <br />12' i —T— 12' <br />Widening z <br />Z <br />+, <br />q <br />I 1'f Sawcut <br />m m <br />\ �9 2is- <br />W <br />_2 7. <br />II (Typ) <br />m 2' <br />-1vi <br />for Trench and FL Sta 14+00 to <br />Conduit Details Sta 28+48 <br />Var Depth <br />Shoulder Backing <br />(Typ) <br />2100i.2illOVA Existin <br />/Approximate <br />location <br />of existing <br />Elect line. <br />Roadway <br />1 <br />TYPICAL SECTION <br />Sta 13+00 to Sta 29+00 <br />Entrance Road at <br />North County Landfill <br />HMA <br />(Typ) <br />Earthwork <br />(Misc Areas) <br />4'— 13' <br />2' <br />1 —Top of —Top of <br />Berm Berm <br />-------------- <br />0 ` <br />3 <br />i <br />Grade Soil Berm to match <br />existing slope. Place Hydroseed <br />FL for Erosion Control. Payment for <br />Sta 21 +53 this work to be included in <br />to Sta 28+51 Earthwork (Misc Areas) bid item <br />of work. (Typ) <br />*Sta 13+00 to Sta 28+93 (Lt) <br />(Existing Elect lines and pull boxes run parallel <br />to east side of road and are not shown on <br />lans . In Roadway Widening area, R & D <br />existing pullboxes and abandon existing conduit <br />in place. Payment for this work and saw cutting <br />to be included in Earthwork (Roadwa W'den'n ) <br />GENERAL NOTES: <br />bid item of work. <br />1. 1' HMA Widening must be placed in four (4) layers of approximately equal thickness. <br />2. Existing highway and utility facilities must remain in place unless otherwise noted. <br />3. Existing trees, shrubs, fences, mailboxes, landfill signs and other frontage improvements must remain in place unless otherwise noted. <br />4. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or <br />obstruct the existing drainage, unless otherwise shown on plans. <br />5. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backingmaterial <br />must be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Should m i ► <br />must be placed in two (2) or more fully compacted layers. <br />A 0. o <br />Cc4­i-"0r*- <br />6. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with aw�,��111 <br />minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Coribmetor. <br />7. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey st ' tlsin This IhawringE s <br />must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. All Information By In pecting The Site Of <br />8. All conduit and pull box installation, electrical wiring, street light head replacement and street light pole installation to be paid for in the Electrical <br />Site Work bid item of work. <br />9. Contractor to place asphalt spoils and excavated soil on—site as directed by Engineer. <br />10. Contractor to coordinate with Solid Waste Site Manager (209) 601-1781 to de—energize existing Elect lines prior to start of any earthwork or <br />underground work. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PRqA:CT ENGINEER I DATE <br />Wpbeit Longley/7. Sessoms 1 2/2019 <br />CHECKED <br />TYPICAL SECTION AND NORTH COUNTY LANDFILL ENTRANCE ROAD WIDENING I Sheet No. <br />GENERAL NOTES I (Harney Lane to Scale House) 2 of 7 <br />DATE <br />1�31(1� <br />