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11. TESTS: All material tests required in the specifications shall be paid <br />for by thN City of Orono. This does not eliminate the Contractor's responsi- <br />bility of assisting the Engineer by notification of pit and scale location end <br />other correlated items in advance of the starting time so that adequate con- <br />trol measures can be established. <br />Test failures shall be rete3ted at. the Contractor's expense. <br />12. DRIVEWAYS: driveway replaceme:t is required on Yoodhill Avenue as a part <br />of this project. Driveways shall be replaced to the existing surfacing as <br />directed by the Engineer. Bituminous driveway replacement shall consist of a <br />minimum of 3 inches of asphalt pavement and o inches of Class 5 gravel base. <br />Payment for bituminous driveways shall be on a ton basis. The Class 5 gravel <br />base shall be paid for on a ton basis. The con- tractor shall be required to <br />saw cut or jack ham:jer a square edge across the existing bituminous driveway. <br />Payment for 2341 bituminous material for drive- ways shall include bituminous <br />material for mixture, joint sawing, compaction and all other items incidental <br />to the complete driveway surfacing. <br />14. PROPE_RTI ACCESS: The Contractor shall provide access to each property <br />owner as much as practical during construction. The contractor shall work out <br />an acceptable schedule for access with the City Public Works Director. <br />15. GEOTEXTILY STABILIZATION FABRIC: A stabilization type geotextile fabric <br />shall be apiead over the su:,arade onrHoodhill Avenue prior to placing the <br />gravel base. <br />O113934 <br />