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N� <br />0 m <br />E -n <br />� N <br />O <br />to V <br />o� <br />i <br />o a o <br />3 S!, r <br />mm <br />m _ D <br />a3 <br />M <br />0 <br />sCD <br />3 <br />A <br />2' Var <br />See Plan <br />6" <br />a_ <br />w <br />2' 4'f <br />Paved <br />Shoulder E <br />0 <br />a_ C <br />w 0 <br />U G„ <br />11.5' <br />Const <br />Limits of Clearing and Grubbibg <br />I <br />Existing Roadway <br />11.5' <br />6" <br />Install Center Line Rumble <br />Strip (See Sht No. 13 <br />for Details) <br />TYPICAL SECTION <br />Bird Rd Sta <br />7+28 to <br />Sta <br />120+04 <br />French Camp Rd Sta <br />10+25 to <br />Sta <br />47+60 <br />Sta <br />59+08 to <br />Sta <br />88+75 <br />Union Rd Sta <br />10+50 to <br />Sta <br />55+00 <br />q <br />Const <br />34' <br />Limits of Clearing an <br />05 --•---- 24' <br />Limits <br />of H`1717 Friction <br />Match <br />15" <br />6"r_t <br />Existing <br />__ <br />1 <br />Existing Roadway <br />rubbing <br />urtat'e I rea <br />N <br />Var 2' <br />See Plan <br />4' f <br />Paved <br />E Shoulder <br />0 <br />c <br />0 <br />U <br />o_ <br />w <br />2' <br />w <br />6,1 <br />—Existing <br />Surface <br />Install Edge Line <br />Rumble <br />Strip (Typ) <br />(See Sht No. 13 for <br />Details) <br />— <br />I=llLU.; <br />4' f <br />Paved <br />E Shoulder <br />0 <br />c <br />0 <br />U <br />o_ <br />w <br />2' <br />GENERAL NOTES: <br />1. High Friction Surface Treatment (HFST) must be placed in one <br />(1) layer on the existing surface. <br />2. Before High Friction Treatment Surface is to be applied to the <br />areas, the Contractor must protect all utility covers, including <br />but not limited to maintenance holes, water valves and survey <br />monument frames and covers. Contractor will remove <br />protective covers after the application is completed. Full <br />compensation will be considered as included in the unit price <br />for High Friction Surface Treatment. <br />3. The Contractor must remove and dispose pavement markers in <br />all areas. The cost of work will be included in the unit price for <br />Install Rumble Strips. <br />4. Pavement Repair must be completed 30 calendar days <br />prior to placing High Friction Surface Treatment. <br />5. The Contractor must be responsible for adequately scheduling <br />the inspection and testing of all facilities constructed under <br />this contract. All testing must conform to the Standard <br />Specifications. All re -testing will be paid for by the Contractor. <br />6. The Contractor must exercise due caution and carefully <br />preserve survey bench marks, control points, reference points <br />and all survey stakes, and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or <br />disturbance. <br />7. Existing highway and utility facilities must remain in place <br />unless otherwise stated. <br />8. All work, including staging areas, will be confined to paved <br />surfaces. <br />9. No Rumble Strips will be installed on existing concrete surface. <br />10. High Friction Surface Treatment must not begin until Rumble <br />Strips Installation has been completed. <br />/�pFESS/�N� <br />O <br />Lij <br />No. 42581 <br />Install Center Line Install Edge Line f ECOR_D DWI F c/V - <br />Rumble Strip (See Sht Rumble Strip (Typ)■�l[.�e�v�rr�Pi �F CAS <br />No. 13 for Details) (See Sht No. 13 for lis► <br />Details) <br />TYPICAL SECTION <br />French Camp Rod : Sta 47+60 to Sta 59+08 <br />COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTIONS <br />AND GENERAL NOTES <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />Q7jnCe1j1 Ntf�l7 116/18 ;"5-v`^S 140/ry <br />Any Person Using This Drawing Should Verify <br />All Information By Inspecting The Site Of Work <br />David Mendoza <br />RCE 42581 <br />ROAD SAFETY IMPROVEMENTS 2017-2018 Sheet No. <br />(Bird Road, French Camp Road and Union Road) 2 of 14 <br />Match <br />Existing <br />—� <br />6,1 <br />xisting <br />Surface <br />— <br />I=llLU.; <br />GENERAL NOTES: <br />1. High Friction Surface Treatment (HFST) must be placed in one <br />(1) layer on the existing surface. <br />2. Before High Friction Treatment Surface is to be applied to the <br />areas, the Contractor must protect all utility covers, including <br />but not limited to maintenance holes, water valves and survey <br />monument frames and covers. Contractor will remove <br />protective covers after the application is completed. Full <br />compensation will be considered as included in the unit price <br />for High Friction Surface Treatment. <br />3. The Contractor must remove and dispose pavement markers in <br />all areas. The cost of work will be included in the unit price for <br />Install Rumble Strips. <br />4. Pavement Repair must be completed 30 calendar days <br />prior to placing High Friction Surface Treatment. <br />5. The Contractor must be responsible for adequately scheduling <br />the inspection and testing of all facilities constructed under <br />this contract. All testing must conform to the Standard <br />Specifications. All re -testing will be paid for by the Contractor. <br />6. The Contractor must exercise due caution and carefully <br />preserve survey bench marks, control points, reference points <br />and all survey stakes, and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or <br />disturbance. <br />7. Existing highway and utility facilities must remain in place <br />unless otherwise stated. <br />8. All work, including staging areas, will be confined to paved <br />surfaces. <br />9. No Rumble Strips will be installed on existing concrete surface. <br />10. High Friction Surface Treatment must not begin until Rumble <br />Strips Installation has been completed. <br />/�pFESS/�N� <br />O <br />Lij <br />No. 42581 <br />Install Center Line Install Edge Line f ECOR_D DWI F c/V - <br />Rumble Strip (See Sht Rumble Strip (Typ)■�l[.�e�v�rr�Pi �F CAS <br />No. 13 for Details) (See Sht No. 13 for lis► <br />Details) <br />TYPICAL SECTION <br />French Camp Rod : Sta 47+60 to Sta 59+08 <br />COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTIONS <br />AND GENERAL NOTES <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />Q7jnCe1j1 Ntf�l7 116/18 ;"5-v`^S 140/ry <br />Any Person Using This Drawing Should Verify <br />All Information By Inspecting The Site Of Work <br />David Mendoza <br />RCE 42581 <br />ROAD SAFETY IMPROVEMENTS 2017-2018 Sheet No. <br />(Bird Road, French Camp Road and Union Road) 2 of 14 <br />