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Const <br /> LJmitsl of GENERAL NOTES: <br /> Clearing & iGrubbing 1 . Placement of Asphalt Concrete surfacing shall not begin until the <br /> Sheet for 16 Sheet for p pp p <br /> See this See this Asphalt Concrete used in pavement repair has been in lace <br /> I 16 - <br /> Shoulder DetailsShoulder Details for 18 hours. <br /> 30' Pavement Reinforcing Fabric <br /> 2. Asphalt Concrete 0.40' shall be placed in Two (2) layers of approximate <br /> mgr Val equal thickness with Pavement Reinforcing Fabric placed between layers. <br /> Asphalt Concrete 0.25' shall be placed in Two (2) equal layers with <br /> Pavement Reinforcing Fabric placed on existing or prepared surface. <br /> '- — // - - —-- -- - -� 3. All earthwork (except for final shoulder grading) shall be completed <br /> Existing Roadway) TYPICAL SECTION —0.25'-0.40' AC Overlay prior to placing final lift of asphalt concrete. <br /> Sto 53+18 to Sta 127+18 (0.40') 4. Existing highway and utility facilities, including bollards, roadside signs, <br /> Note: Variable Depth AC Sto 129+18 to Sto 141 +43 (0.25') etc. shall remain in place unless otherwise noted on the plan. <br /> Sto 127+18 to Sto 129+18 Sto 145+00 to Sto 160+37 (0.25') <br /> 5. Shoulder Backing Material at all intersection radii shall receive penetration <br /> treatment at 0.25 gallon/square yard. Limits of penetration treatment <br /> work shall be confined to intersection radii plus fifty feet (50') in <br /> CO/ISf each direction or to intersection conform. <br /> Limits) of <br /> Clearing & iCrubbing <br /> 00 6'-8' y 16' 16' 4y 2 3 <br /> ° 30' Pavement Reinforcing Fabric o <br /> 3 ar Va Va r_ ° <br /> 8 <br /> - % Vo+3 <br /> N T Existing Roadway TYPICAL SECTION 0.25' AC <br /> s m Sto 141 +43 to Sto 145+00 <br /> n z <br /> v m Earthwork EP <br /> Consf EP (Mist Areas) <br /> z <br /> T k-'\- 16' 2' -f 4'+ o 1 ' Y - - X <br /> LIMITS X Y <br /> Von ° L - Sto 74+10 to Sta 79+40 (Rt) 4' 4' <br /> a Bim- Conform Sta 145+00 to Sta 146+90 (Lt) 4' 4' <br /> _ Ste 146+90 to Sto 147+10 (Lt) * <br /> Existing Roadway L-p- Sto 147+10 to Sta 159+70 (Lt) 4' 4' <br /> Shoulder Backing C.25' LExisting Sto 159+70 to Sto 160+37 (Lt) 2' 2' <br /> SHOULDER DETAIL 1 Roadway * See Drainage Inlet Modification Detail Sheet 5 <br /> A Sto 53+18 to Sto 74+10 (Rt and Lt) SHOULDER DETAIL 2 <br /> rDFi Sta 74+10 to Sta 79+40 (Lt) See Table for Locations <br /> Sto 79+40 to Sto 141 +43 (Rt and Lt) <br /> m <br /> Sia 145+00 to Sto 160+37 (Rt) <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS, GENERAL NOTES, SCHULTE ROAD RESURFACING Sheet No. <br /> AND SHOULDER DETAILS (HANSEN ROAD TO LAMMERS ROAD) 2 of 6 <br /> DRAWN BY I DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED I DATE <br /> J. Y/ <br /> P.0- 9/07 M'epr <br />