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GENERAL NOTES <br /> c� <br /> 1. All Existing Shrubs, Fences and other frontage improvements <br /> Limits of Clearing and Grubbing shall remain in place unless otherwise shown on the plans <br /> See Shoulder Details and Mailbox Relocation. See Shoulder Details or as directed by the Engineer. <br /> 12' 4' 4' 2' 1' 2. Asphalt Concrete 0.20' shall be placed in (1) One layer with <br /> IPavement Reinforcing Fabric on existing or prepared surface. <br /> 28' Pavement Reinforcing Fabric <br /> 1 3. All Pavement Repair and Leveling shall be completed at least <br /> Conforma� _ Var. IVar. _ 87 Conform 12 hours prior to placement of the asphalt Concrete Resurfacing. <br /> I'I 4. Shoulder Backing Material at all radii except the southeast radius <br /> L - - - - st - - - - - - t - - - - - - - of Gillis Road shall be blended with the top 6" of native material <br /> Existing Roadw 0.20' A.C. Overlay as directed by the Engineer. Limits of the work shall be confined <br /> to the intersection radii plus fifty feet (50') in each direction. <br /> TYPICAL SECTION Payment for blending shall be considered as included in the price <br /> Sta: 75+00 to 82+24.43 paid for Shoulder Backing and no additional compensation shall <br /> Sta: 87+28.82 to 134+00 be allowed therefor. <br /> 5. All Earthwork except final lift of Shoulder Backing shall be <br /> completed prior to placing the Asphalt Concrete Resurfacing. <br /> No Shoulder Backing Material shall be deposited or drifted onto <br /> 0' Limits of Clearing and Grubbing the Asphalt Concrete Resurfacing. <br /> u and Mailbox Relocation. <br /> N I 6. The Contractor shall place Shoulder Backing so as not to disturb, <br /> Dchange or obstruct existing drainage patterns and facilities. <br /> 12'-14' I� 12'-14' 7 <br /> Removal <br /> be <br /> M I 1 such manner as dikes <br /> to hdamage the surface plans bene thllthe dike. in <br /> D 28' Pavement Reinforcing Fabric <br /> 1 8. Hand Grinding of Asphalt Concrete Pavement will be required at <br /> "' <br /> Conformlocations where water/gas valves and maintenance holes are within <br /> -8% =4% Z'� 2% 8%_ Conform <br /> o va planing limits. <br /> u — - Existing Roadway - � _ _ 9. See Sheet #4 for Superelevation Transition. <br /> %- - - - - - - - - - - - - - - -1_47 <br /> v �i <br /> Variable AC Leveling0.20' A.C. Overlay <br /> See Sheet #4 for � Clearings and Grubbinmits of g <br /> 0.70' ROADWAY Superelecvation Transition 0.70 ROADWAY <br /> WIDENING (2'-4') (2'-6') WIDENING 16't 2' 13'-18' <br /> 4' AC <br /> 1 Conform aper 6' } 7°_12' <br /> Var. ' <br /> TYPICAL (SUPERELEVATED) SECTION 0.10' I <br /> Sta: 83+25 to 86+29 - L--- ------- <br /> v <br /> Exist. Roadway Exist. Curb, Gutter For Planing Detail <br /> and Sidewalk See Sheet #8 <br /> � <br /> EXIST. AC DIKE DETAIL to remain in place <br /> M Sta. 131+80 to Sta. 134+00 (Lt.) SHOULDER DETAIL <br /> o Sta. 132+92 to Sta. 134+00 (Rt.) Sta. 91+21 to Sta. 95+12 (Lt.) <br /> COUNTY OF SAN JOA UIN W SCUE TYPICAL SECTIONS EAST MAIN STREET RESURFACING Sheet No. <br /> Q 1 11 (Del Mar Avenue to Gillis Road) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED DATE <br /> Enrique Sifva 03/06 '� f/iog, x* 104.0 <br />