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(� Const <br /> GENERAL NOTES: ❑m,tsl of _ <br /> & i1 . Asphalt Concrete shall be placed as follows: ' Clearing Grubbing <br /> Tokoy Colony Road (Ste 10+ 14 to Ste 105+05) 0'-2 f 0'-2' <br /> 0.25' AC: Two (2) layers of approximate equal thickness �I*2' —. _ 9' _ 9' - 2' .f � <br /> over Pavement Reinforcing Fabric on existing <br /> or prepared surface. o. <br /> a 16' Pavement Reinforcing Fabric - ° <br /> Forest Lake Road (Sto 10+44 to Sta 37+00) to <br /> o <br /> 0.21 ' AC: One (1 ) layer on existing or prepared surface. 3 3 <br /> �Vor I Var <br /> Forest Lake Road (Sta 37+00 to Sta 60+59) <br /> 0.25' AC: Two (2) layers of approximate equal thickness <br /> on existingor prepared surface. Shoulder Backing (Typ) J Existing Roadway -0.25' AC Overlay �- <br /> 2. Placement of Asphalt Concrete Overlay shall not begin TYPICAL SECTION <br /> until the Asphalt Concrete used in Pavement Repair Tokay Colony Road <br /> hos been in place for 18 hours. I,* _- Sta 10+ 14 to Sto 105+05 <br /> 3. The Contractor shall conduct Shoulder Backing operations See Asphalt Concrete (Mlsc Areas) <br /> so as not to disturb or obstruct any existing drainage. Detail on Sheet No. 5 <br /> 4. Existing drainage facilities shall remain in place unless CC <br /> otherwise noted. The Contractor shall conduct earthwork Const <br /> g operations as not to modify or obstruct the existing drainage. <br /> Limits of <br /> f <br /> 5. All earthwork, except final grading othe shoulders, shall Clearing & 'Grubbing <br /> g be completed prior to placing final layer of asphalt concrete. <br /> No Shoulder Backing shall be deposited or drifted on the 0'-2'y1 0'-2' <br /> A n final layer of Asphalt Concrete surfacing. **, � <br /> x o y 2' E - 10' - - - 10' - <br /> 6. All existing trees, shrubs, fences and other frontage o <br /> m improvements are to remain in place unless otherwise noted. o <br /> 7. Shoulder Backing Material at all intersection radii shall receive ° �o <br /> Penetration Treatment at 0.25 gallon/square yard. Limits of B -_o_r Val B <br /> Penetration Treatment work shall be confined to intersection radii <br /> plus fifty feet (50') in each direction or to intersection conform. <br /> 8. Hand Grinding of Asphalt Concrete Pavement will be required Existing Roadway- <br /> around the drain inlet at Ste 10+37f (Rt) on the southeast Shoulder Backing (Typ) - 0.21 AC Overlay <br /> TYPICAL SECTION Sto 10+94 to 37+00 <br /> - radius of Tokay Colony Road and State Highway Route 88. 0.25' AC Overlay <br /> Payment for Handing Grinding shall be considered as included in Forest Lake Road Sta 37+00 to 60+09 <br /> the contract unit price paid for Planing Asphalt Concrete Pavement. Sto 10+44 to Sto 60+59 <br /> 9, Concrete Driveways to be removed shall be saw cut to the limits �k�k <br /> M shown on Sheet No. 6, Type D Driveway Detail. The cost of saw See Paved Shoulder Detail <br /> cutting shall be considered as Included in the various items of on Sheet No. 5 <br /> work involved and no separate payment will be made therefor. <br /> m <br /> A <br /> Z <br /> COUNTY OF .SAN JOA UIN NO SCALE TYPICAL SECTIONS AND TOKAY COLONY ROAD AND Sheet No. <br /> Q GENERAL NOTES FOREST LAKE ROAD RESURFACING 2of6 <br /> DRAWN BY DATEPROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />