Township Council Meeting — Packet

Clearing Site shall also include removal and disposal of structures or other obstructions above existing ground level either standing or felled which are designated for removal on the plans or directed by the Engineer during construction and for which payment is not otherwise provided in the Contract. Clearing Site shall also include sawcutting, removal and disposal of all bituminous and concrete materials, whether specified or unspecified on the plans, required for the completion of the work and for which payment is not otherwise provided in the Contract. Clearing Site shall also include removal, temporary storage or resetting if required, and final resetting of mail boxes, signs, pole borders, timber ties, fences, guard rails, bus shelters, hedges, trees or shrubs whether specified or unspecified on the plans or as directed by the Engineer. 201.04 MEASUREMENT AND PAYMENT THIS SUBSECTION IS CHANGED TO: The Township will measure and make payment for Items as follows: Item Pay Unit CLEARING SITE LUMP SUM RESET MONITORING WELL WITH CONCRETE ENCASING AROUND THE WELL BY LICENSED NJDEP DRILLER (iF AND WHERE DIRECTED) UNIT THE FOLLOWING IS ADDED: CLEARING SITE to be paid as follows: + 25% Paid upon completion of all drainage improvements or a reduced percentage as determined by the engineer should all drainage improvements not be completed at the time of an intermediate payment. + 25% Paid Upon completion of concrete curb/sidewalk/driveway improvements or a reduced percentage as determined by the engineer should all concrete curb/sidewalk/driveway not be completed at the time of an intermediate payment. * 25% Paid upon completicn of all Hot Mix Asphalt Items or a reduced percentage as determined by the engineer should all Hot Mix Asphalt Items not be completed at the time of an intermediate payment. * 25% shall be retained and paid upon final payment. SECTION 202 — EXCAVATION 202.01 DESCRIPTION THE FOLLOWING IS ADDED: The excavations shall be made to conform with the lines of the finished structures wherever practical. The excavations shall not be carried below the required grades by machine and back-filled to the grade of foundations, bottom slabs, footings, or pipelines. The trench in which pipe, manholes, or inlets are to be constructed shall be excavated from the surface and to such depths and widths (not less than 12 inches greater than the

footings, or pipelines. The trench in which pipe, manholes, or inlets are to be constructed shall be excavated from the surface and to such depths and widths (not less than 12 inches greater than the maximum external dimension of the structure) as will give suitable room for bracing and supporting, pumping and draining, and for removing from the excavation any material which the Engineer may deem inadequate for foundation. All excavations shall be of sufficient width to permit work to be done completely, in the manner intended and of the size specified and/or shown on the plans. 18