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