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—T77- ; 0.17' Below lip (Typ) Const Limits of Clearing I and Grubbing 14'- 18' -' 14'- 18' 6' 11 - _Var =Var Var_ Var_ T••. y----------------- -- Plane Plane 0.17' AC CG&S (Exist) & Replace 0.17' ACto remain in place TYPICAL SECTION Jersey Street: (Sta Porter Way: (Sta Empire Street: (Sta 10+15 to Sta 23+77) 36'; (Typ) 10+15 to Sta 13+95) 36'; Stewart Street: (Sta 7+60 to Sta 14+45) 36'; 10+12 to Sta 24+50) 28'; Webb Street: (Sta 4+22 to Sta 14+47) 36' Const Limits of Clearing I and Grubbing 1' —6'± 16' 16' 0.08' Below lip (Typ) `V r X14' Var Depth Planing (Typ) '24'Pavement Reinforcing Fabric Var Var_ Vagi TYPICAL SECTION 0.17' AC Guernsey Avenue: Overlay (Sta 10+21 to Sta 21 +02) LCG&S (Exist) to remain in place (Typ) Shoulder Details See Sheet 8 (Typ) Colnst VA 22' ®20'-22' Pavement Reinforcing Mesh 0.10' AC Leveling 3� (at Centerline) 3q , i _-------T-t---------=� --- — Var Depth TYPICAL SECTION Roadway AC Leveling Exist Marfargoa Drive: (Sta 10+45 to Sta 47+09) COUNTY OF SAN JOAQUIN NO SCALE X0.15' AC Overlay L 0.25' * * AC Overlay GENERAL NOTES: 1. Empire Street, Jersey Street, Porter Way, Stewart Street, Webb Street: Plane Asphalt Concrete Roadways 0.17' and replace with 0.17' Asphalt Concrete. Guernsey Avenue: 0.17' Asphalt Concrete Overlay shall be placed in one (1) layer with Pavement Reinforcing Fabric placed on the existing or prepared surface. Marfargoa Drive: 0.15' Asphalt Concrete Overlay over Var Depth Asphalt Concrete Leveling with Pavement Reinforcing Mesh placed between the layers. Orford Road: 0.25' Asphalt Concrete Overlay shall be placed in two (2) layers of approximate equal thickness with Pavement Reinforcing Fabric placed on the existing or prepared surface. Section Avenue: 0.20' Asphalt Concrete Overlay shall be placed in one (1) layer with Pavement Reinforcing Fabric placed on the existing or prepared surface. 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for a minimum of 18 hours. 3. All earthwork, except for final shoulder grading, shall be completed prior to placing the final layer of Asphalt Concrete Pavement. 4. Existing highway and utility facilities, including roadside signs, trees, shrubs, fences etc. shall remain in place unless otherwise noted on the plans. 5. Shoulder Backing Material at all intersection radii and along both sides of Section Avenue shall receive Penetration Treatment at 0.25 gallon/SY. Limits of Penetration Treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to intersection conform. 6. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re -testing shail be paid by the Contractor. 7. Street side Storm Drain Inlets shall be protected from liquid runoff sediments and chemical pollutant in a manner consistent with the requirements of the National Pollution Discharge Elimination System (NPDES). General Construction Permit and per Special Provisions. 8. Hand grinding of Asphalt Concrete will be required at locations where existing monuments, lamphole and maintenance holes are within the Planing and Pavement Repair limits. 9. Shoulder areas on Section Avenue and isolated shoulder area on Marfargoa Drive shall consist of Top Soil for Shoulder Backing material. The cost of Top Soil is to be included in the Shoulder Backing item of work. 10. Contractor is to notify the City of Stockton Municipal Utilities Department at (209) 937-8868 72 hours in advance of adjusting the Sanitary Sewer Maintenance Holes and Lamphole to finished grade. 11. Sanitary Sewer Maintenance Hole and Lamphole Frames and Covers shall be adjusted to grade per City of Stockton Standards. Refer to City of Stockton Standard Plans Drawing No. 39 & 54. TYPICAL SECTIONS AND GENERAL NOTES BY I DATE PROJ CT ENGINEER DATE CHECKED � DATE -� 6/11 1 �- b -�'7 -� � 40117///40117/// ROAD DISTRICT 2 RESURFACING 2011 I Sheet N1 - ®(Sta 12+50 to Sta 46+70) Shoulder Details See Sheet 8 (Typ) Const 18' Pavement 20' 122' Reinforcing Fabric c Var cn 77 77 777= 0 -j -- - - - - - - - - - - - - 4 - - - - - - - - - Roadway TYPICAL Orford Road: SECTION 10+15 to � Exist (Sta Sta 28+95) Section Avenue: (Sta 10+12 to Sta 25+02) M ** Section Avenue: 0.20' AC Overlay z 0 COUNTY OF SAN JOAQUIN NO SCALE X0.15' AC Overlay L 0.25' * * AC Overlay GENERAL NOTES: 1. Empire Street, Jersey Street, Porter Way, Stewart Street, Webb Street: Plane Asphalt Concrete Roadways 0.17' and replace with 0.17' Asphalt Concrete. Guernsey Avenue: 0.17' Asphalt Concrete Overlay shall be placed in one (1) layer with Pavement Reinforcing Fabric placed on the existing or prepared surface. Marfargoa Drive: 0.15' Asphalt Concrete Overlay over Var Depth Asphalt Concrete Leveling with Pavement Reinforcing Mesh placed between the layers. Orford Road: 0.25' Asphalt Concrete Overlay shall be placed in two (2) layers of approximate equal thickness with Pavement Reinforcing Fabric placed on the existing or prepared surface. Section Avenue: 0.20' Asphalt Concrete Overlay shall be placed in one (1) layer with Pavement Reinforcing Fabric placed on the existing or prepared surface. 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for a minimum of 18 hours. 3. All earthwork, except for final shoulder grading, shall be completed prior to placing the final layer of Asphalt Concrete Pavement. 4. Existing highway and utility facilities, including roadside signs, trees, shrubs, fences etc. shall remain in place unless otherwise noted on the plans. 5. Shoulder Backing Material at all intersection radii and along both sides of Section Avenue shall receive Penetration Treatment at 0.25 gallon/SY. Limits of Penetration Treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to intersection conform. 6. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re -testing shail be paid by the Contractor. 7. Street side Storm Drain Inlets shall be protected from liquid runoff sediments and chemical pollutant in a manner consistent with the requirements of the National Pollution Discharge Elimination System (NPDES). General Construction Permit and per Special Provisions. 8. Hand grinding of Asphalt Concrete will be required at locations where existing monuments, lamphole and maintenance holes are within the Planing and Pavement Repair limits. 9. Shoulder areas on Section Avenue and isolated shoulder area on Marfargoa Drive shall consist of Top Soil for Shoulder Backing material. The cost of Top Soil is to be included in the Shoulder Backing item of work. 10. Contractor is to notify the City of Stockton Municipal Utilities Department at (209) 937-8868 72 hours in advance of adjusting the Sanitary Sewer Maintenance Holes and Lamphole to finished grade. 11. Sanitary Sewer Maintenance Hole and Lamphole Frames and Covers shall be adjusted to grade per City of Stockton Standards. Refer to City of Stockton Standard Plans Drawing No. 39 & 54. TYPICAL SECTIONS AND GENERAL NOTES BY I DATE PROJ CT ENGINEER DATE CHECKED � DATE -� 6/11 1 �- b -�'7 -� � 40117///40117/// ROAD DISTRICT 2 RESURFACING 2011 I Sheet N1 -