(A) Soil boring priority. Soil boring shall be required on all roads unless the Town Engineer gives a variance.
(B) Samples for testing. When the permit does not require materials testing, the Town Engineer may request and obtain materials samples in suitable quantities from the permittee for testing to determine compliance with specifications. The town shall charge the costs to the permittee.
(C) Site conditions. The permittee shall conduct the project to conform with the following stipulations:
(1) Rubber-tired equipment shall be operated on paved surfaces except that, when street pads, as defined in § 150.043, are employed to protect asphalt surfaces, the following shall apply:
(a) Crawler equipment with street pads may be utilized with written permission of the Town Engineer.
(b) Backhoes and similar equipment with pods shall utilize street pads as defined in § 150.043.
(2) Site shall be maintained during the life of the permit in a clean and orderly condition.
(3) Trenches across roadways shall be bridged by suitable plate, approved by the Town Engineer, whenever work is stopped overnight.
(4) All signs temporarily moved shall be reinstalled and all signs damaged during construction shall be replaced. Arrangements may be made with the Town Engineer to have these replaced and the costs charged to the permittee by the town.
(5) Prior to final inspection by the Town Engineer, the permittee shall clear pavement surfaces, dress shoulders, clean surfaces; and remove debris, garbage, unused native and manufactured materials and similar objects, which are not an integral part of the rights-of-way; to the satisfaction of the Town Engineer.
(D) Road closures. All trenches shall be closed at the end of each workday.
(E) Compliance. The Town Engineer in compliance with good engineering practice may waive portions of theses requirements on a case-by-case basis.
(2001 Code, § 7-10-11)