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k <br />Const <br />Limits of Clearing and Grubbing <br />and mailbox relocation. <br />EP EP <br />18'-24' - - -- - 18'-2a' - -- <br />See Shoulder I -. See Shoulder <br />-- 6'-8' — 12' 18 '1 12'� 18' 7� 6 -8 <br />detail below i detail below <br />--- - 34'-46' Pavement) Reinforcing Fabric ----- ---- -- 1' <br />2 4 0.25' AC Overlay I 4' 2' <br />{SE 1 SE <br />SE I VE <br />va__� <br />Conform vDi % 3A' –^'vQr —a ' VO- '�.. 30' 8%.– v° /Conform <br />Existing Roadway <br />Varioble Depth Shoulder Grade Existing Shoulder to Variable Depth Shoulder <br />Grade Existing Shoulder to /'� /� SECTION <br />A I Backing <br />Backing place Safety Edge, TYPICAL SECTION. place Safety Edge, 9 <br />1' minimum width. <br />1' minimum width. - --- <br />Ste 390+50 to Ste 411+90, Ste 414+00 to Ste 462+00 <br />Ste 477+20 to Ste 481+00, Std 481+00 to Ste 516+00 (LT) <br />Ste 516+00 to Ste 630+50 <br />� ,1F_R � NATES <br />1. 0.25' Asphalt Concrete Overlay shall be placed in two (2) layers of approximately <br />Limits of Clearing and Grubbing m! equal thickness with Pavement Reinforcing Fabric placed on the existing or prepared <br />and mailbox relocation. surface. <br />2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete <br />used in Pavement Repair has been in place for a minimum of 18 hours. <br />185 - 2' 2' 3. Placement of Asphalt Concrete Driveways shall not begin until the Asphalt Concrete <br />used for Mainline Paving has been completed. <br />SE <br />Vor 4. Existing highway and utility facilities shall remain in place unless otherwise noted. <br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements shall remain <br />vOConform in place unless otherwise noted. <br />3p' 8 v°r <br />�� �, 6. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor <br />Existing Roadway shall conduct eorthwork operations so as not to modify or obstruct the existing drainage. <br />-- <br />1 Vorioble Depth Shoulder 7. All earthwork, except for final shoulder grading, shall be completed prior to placing the <br />Grade Existing Shoulder to F final layer of Asphalt Concrete Pavement. No Shoulder Backing material shall be deposited <br />place Safety Edge, Backing or drifted on the final layer of Asphalt Concrete surfacing. Where the shoulder placement <br />1' minimum width. exceeds :0.30' in thickness, the Shoulder Backing shall be placed in two (2) or more fully <br />compacted layers. <br />SHOULDERQ ETAI L 8. Shoulder Backing material at all intersection radii shall receive Penetration Treatment <br />Sto 4b2+00 to Ste 475+00 (LT & RT) at 0.25 gallon/square yard. Limits of the Penetration Treatment work shall be confined to <br />intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />Ste 481+00 to Ste 516+00 (RT) <br />9. The Contractor shall be responsible for adequately scheduling inspection and testing <br />of all facilities constructed under this contract. All testing shall conform to the Standard <br />Specifications. All re–testing shall be paid by the Contractor. <br />® W10,41,` fI <br />lest No. <br />2 of 10 <br />