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0 <br />D <br />rm <br />U <br />Conform <br />See Sheet No. 4 <br />Shoulder Detail <br />Earthwork (Misc Areas) <br />`L <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP <br />2' — 16 —18' <br />1 <br />Match <br />Exist Slope <br />0.17' HMA Overlay <br />Grade existing ground <br />to place TE <br />1' min width (Typ) <br />No CAr�s <br />�i.to... 12 z-o3- <br />GENERAL NOTES: MY Peram Ueft Thb Drtwln9 <br />w=��tMR....q�is�wt ��l �*►!��1#*t'�if►�T T1�n Qj*a rw %Mr%v* <br />i Match <br />Exist Slope <br />TYPICAL SECTION <br />Critchett Road: Sta 10+82 to Sta 63+40 <br />1. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has <br />been in place for a minimum of 18 hours. <br />2. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving <br />has been completed. <br />3. Existing highway and utility facilities must remain in place unless otherwise noted. <br />4. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain <br />in place unless otherwise noted. <br />5. Existing drainage facilities must remain in place unless otherwise noted. The Contractor <br />must conduct earthwork operations so as not to modify or obstruct the existing <br />drainage. <br />6. Hand grinding of Roadway Surfacing pavement will be required at locations where <br />existing highway and utility facilities are within the Cold Plane Pavement and Pavement <br />Repair limits. Payment for hand grinding will be considered as included in the <br />contract unit price paid for Cold Plane Pavement. <br />7. All Earthwork, except for final shoulder grading, must be completed prior to placing <br />the final layer of HMA pavement. No Shoulder Backing material will be deposited or <br />drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds <br />0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully <br />compacted layers. <br />DRAWN BY DATE <br />Jonaha��, Curry 10�23 <br />PROJECT ENGINEER <br />Existing Roadway <br />EP <br />V�i <br />7conform <br />— Variable Depth <br />Shoulder Backing (Typ) <br />NOTE: Reduce Shoulder Backing placement <br />to existing hinge point, if the existing <br />shoulder width is less than 4 feet. <br />8. Shoulder Backing material at the east end of the roadway must receive Penetration <br />Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must <br />be confined to the east end of the roadway plus thirty feet (30') of the north EP. <br />9. The Contractor will be responsible for adequately scheduling inspection and testing of <br />all facilities constructed under this contract with a minimum 24 hour prior notice to <br />the County. All testing must conform to the Standard Specifications. All re —testing will <br />be paid by the Contractor. <br />10. The Contractor must exercise due caution and carefully preserve survey bench marks, <br />control points, reference points and all survey stakes, and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />11. Prior to commencing any work, it will be the Contractor's responsibility to have each <br />utility company locate in the field their main service lines and laterals. The <br />Contractor must notify members of the Underground Service Alert (U.S.A.) 48 hours in <br />advance of performing excavation work by calling the toll free number <br />(1-800-642-2444) or 81 1 . <br />NO SCALE NPICAL SECTION & <br />GENERAL NOTES <br />DATE CHECKED DATE <br />10/23 <br />CRITCHETT ROAD RESURFACING <br />(Kasson Road to East End) <br />Sheet No. <br />2 of 5 <br />