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q <br /> Const <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 3 -4 <br /> 7' 20'-2_4' Pavement Rein fo rci nq Fabric _ <br /> E 2 <br /> �(TYP)�� _ 'I <br /> �: 'Vor va' p) o <br /> C — c <br /> a o <br /> U U <br /> Shoulder Backing -Exist Roadway - - <br /> 0.25' AC Overlay <br /> or Top Soil (Typ) Sto 10+70 to Stc 44+66 <br /> TYPICAL SECTION 0.17' AC Overlay <br /> Sto 10+20 to Sta 72+50 S,m 46+00 to Sto 72+00 <br /> i <br /> 0 <br /> i <br /> �cCC��i D AWI (� <br /> 0 <br /> a Corrections By _ <br /> n g\ y <br /> GENERAL NOTES: No Chane o <br /> 0 <br /> z H rr, <br /> y F -,ai Using This Dry qd Ver , <br /> m i. From Sta 70+70 to Sto 44+66' All Inic .cion Ey' ln'P' _ ,e Of Wore. <br /> g 0.25' Aspholt Concrete Overlay shall be placed in two (2) Layers of approximate 7. Shoulder Backing materiol at all intersection radii shall receive Penetration Treatment <br /> equal thickness with Pavement Reinforcing Fabric placed on existing surface. at 0.25 gallon/square yard. Limits of Penetration Treatment work shall be confined to <br /> From Sta 46+00 to Sta 72+00: intersection radii plus fifty feet (50') in each direction or to intersection conform. <br /> 0.17' Asphalt Concrete Overlay shall be placed in one (1) Layer with <br /> Pavement Reinforcing Fabric placed on existing surface. 8. 2'-4' Top Soil shall be used in place of Shoulder Backing at <br /> 0 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete the following locations on Cherryland Avenue: <br /> used in Pavement Repair has been in place for 18 hours. Sto 29+94 to Sto 30+44 (Lt) Sto 34+17 to Sto 34+35 (Rt) <br /> 3. The Contractor shall conduct Shoulder Backing operations so as not to disturb Sto 40+68 to Sta 41 +23 (Lt) Stc 37+75 to Sto 39+10 (Rt) <br /> or obstruct any existing drainage. Sto 42+05 to Sto 42+55 (Lt) Sto 40+76 to Sto 41 +22 (Rt) <br /> 4. All earthwork, except final grading of the shoulders, shall be completed prior to Sto 42+47 to Sto 42+87 (Lt) Sto 41 +40 to Sto 41 +93Rt <br /> m placing final layer of Asphalt Concrete. No Shoulder Backing shall be deposited Sta 45+50 to Sto 46+10 (Lt) Sto 69+65 to Sto 71 +18 ( ) <br /> or drifted on the final layer of Asphalt Concrete surfacing. (Rt) <br /> t z 5. All existing frontage improvements shall remain in place unless otherwise noted. Where Top Soil is required it shall conform to the requirements <br /> f 6. Concrete Driveways to be removed shall be sow cut to the limits shown on Sheet No. of Section 20-2.01 "Top Soil" of the Standard Specifications, <br /> 6, Type D Driveway Detail. The cost of saw cutting shall be considered as included see Special Provision 19S. Payment for Top Soil shall be considered as <br /> �\ in the various items of work involved and no seperote payment will be made therefor. included In the contract unit price paid for Shoulder Backing. <br /> w m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND CHERRYLAND AVENUE RESURFACING Sheet No. <br /> ER <br /> GENERAL NOTES (State Highway Route 88 to Leonardini Road) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEDATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> D. Gambini 2/D7 tLhelel ✓t✓ 's/io%� �e o n`ij7 <br />