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GENERAL NOTES <br /> 1 . The Contractor shall obtain on Encroachment Permit from <br /> f Caltron's for all work and signing within State Right of Way. <br /> 2. All earthwork except for final shoulder backing shall be completed <br /> Limits of Clearing and Grubbing prior to placing final lift of asphalt concrete and asphalt concrete <br /> and Mailbox Relocation. leveling. No Shoulder Backing shall be deposited or drifted onto the <br /> 11 '— 12' 11 '— 12' final lift of asphalt concrete surfacing. <br /> See See <br /> Shoulder 20'-22' Pavement Reinforcing Fabric Shoulder 3. Placement of Asphalt Concrete surfacing shall not begin until the <br /> Details Details <br /> Asphalt Concrete used in pavement repair has been in place for 18 <br /> Sheet 3 vor. vor._ Sheet 3 hours. <br /> 4. Shoulder Backing Material at oil intersection radii shall receive penetration <br /> ?5 L_______ ____ ________ ____________ _______J treatment at 0.25 gollon/square yard. Limits of the penetration treatment <br /> work shall be confined to intersection radii plus fifty feet (50') in each <br /> 0.25' A.C. Overlay direction or to intersection conform. <br /> N Existing Roadway TYPICAL SECTION <br /> 5. Asphalt Concrete shall be placed in two (2) layers of approximate <br /> 00 > Sto. 00+50 to Sta. 24+81 (22' Wide) q pavement reinforcing fabric placed between <br /> Sta. 28+10 to Sta. 31 +14 (22' Wide) a uol thickness with <br /> oexisting pavement and the first toyer. <br /> -n Sto. 32+73 to Sto. 49+00 (22 Wide) <br /> cF Sta. 49+00 to Sto. 164+27 (24' Wide) 6. All existing trees, shrubs, fences and other frontage improvements <br /> Z > are to remain In place unless otherwise noted. <br /> z rn IF 7. Removal of A.C. Dike shall be done in such a manner as to not <br /> o Cafst. damage the existing A.C. surface beneath. <br /> 8. Contractor shall remove, salvage, haul and the existing D Limits of Clearing and Grubbing stockpile 9 P� 9 M.B.G.R. <br /> and posts at the County's Corporot ion Yard located at 1810 E. Hozelton <br /> 11' 11 ' Ave., Stockton CA. Contractor shall call Son Joaquin County Maintenance <br /> See See at (209) 468-3074 forty—eight (48) hours prior to delivering salvaged <br /> V.0 Shoulder 20' Pavement Reinforcing Fabric Shoulder materials. <br /> (A Details Details <br /> rt Sheet 3 =vor. Var._ Sheet 3 9. Payment for removal and disposal of drainage pipe where indicated in <br /> the plans shall be considered as included in the Contract Lump Sum <br /> price for Clearing and Grubbing. <br /> r--------- -------------------------- ----� 10. Reference to Class "B" concrete in these Plans or Special <br /> 0.25' A.C. Overla Variable Depth A.C. Provisions shall be considered the some as Class 3 Concrete. <br /> Existing Roadway NPICAL SECTION Leveling Course <br /> y► Sto. 24+81 to Sto. 26+14 (22' Wide) <br /> Sta. 26+40 to Sta. 28+10 (22' Wide) <br /> Sto. 31 +14 to Sto. 32+73 (22' Wide) <br /> A <br /> A <br /> r+i <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION DUNCAN ROAD RESURFACING Sheet No. <br /> (Copperopolis Road to State Hwy Route 26) 2 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 11/07 , q d 7 I v 7 / ill` 'ill 7 <br />