Specifications include, but are not limited to: A. Water Projects: 1. The Well 17 facility is one of the OWNER’s major sources of drinking water. 2. Conduct work such that the OWNER's ability to meet its customer's demands for treated drinking water shall not be impaired or reduced in terms of the required quantity or quality of treated water. Do not impair the operational capabilities of essential elements for the treatment process or reduce treatment capacity. The quantities of and quality of treated water required are described hereinafter. 3. The status of the treatment plant shall be defined as “operational” when the plant is capable of meeting the OWNER's customer's demands for treated drinking water in terms of the required quantity and quality of water as defined herein. B. Work Sequence and Constraints: 1. Utilize description of critical events in work sequence in this Section as a guideline for scheduling and undertaking the Work. 2. Work sequence and constraints presented do not include all items affecting completion of the Work, but are intended to describe critical events necessary to minimize disruption of the existing facilities, ensure adequate water is available to meet customer demands, and to ensure compliance with National Primary Drinking Water Standards. A. Locate temporary facilities in a manner that minimizes interference to OWNER’s operation and maintenance personnel. B. Unless otherwise specified, install temporary pipelines of the same size as its connection to the existing facility at the downstream end of the pipeline. C. Provide piping of suitable material for the material being conveyed. D. Provide submittals on proposed temporary electrical and instrumentation components necessary to maintain existing facilities. E. Dewater and prompty clean basins and channels temporarily removed from service. F. Dimensions for all existing structures, piping, paving, and other nonstructural items are approximate. The CONTRACTOR shall field verify all dimensions and conditions and report any discrepancies to the ENGINEER a minimum of 14 days in advance of any construction in the area. G. Discrepancies between coordinates, bearings, lengths, and stationing shall be resolved in the following order of precedence: 1. Coordinates. 2. Bearings and lengths. 3. Stationing.
