Professional Services Agreement - DLZ Indiana LLC - Douglas Road Lift Station

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Develop suggested general construction sequencing parameters that will serve as a guideline for the Contractor during construction. The lift station contractor will be required to develop the actual construction sequence. k. Provisions will be incorporated into the bid documents for relocating the existing telemetry system in the existing lift station to the new lift station site once the existing lift station is taken off-line. B. Engineer's services under the Preliminary Design Phase will be considered complete on the date when the Engineer receives preliminary design phase comments from the Owner and given the notice to proceed to the final design phase. A1.02 Final Design Phase A. After acceptance by Owner of the Preliminary Design Phase documents and any other deliverables subject to any Owner -directed modifications or changes in the scope, extent, character, or design requirements of or for the Project, and upon written authorization from Owner, Engineer shall: 1. Conduct two (2) meetings with the Owner regarding the final design phase of the project. 2. Prepare final Drawings and Specifications indicating the scope, extent, and character of the Work to be performed and furnished by Contractor. Drawings and specifications will be incorporated into the Douglas Road Reconstruction project construction documents, including: a. Demolition Plans and Specifications 1) Prepare demolition plans and specifications for the removal of the existing lift station wet well, forcemain and associated components that are to be replaced. It is anticipated that the existing lift station wet well will be removed to a minimum depth of five feet below grade and abandoned in place; selective demolition will be necessary for piping, mechanical and electrical components. 2) The Project plans and specifications shall be limited to the work identified herein for the demolition of the lift station and miscellaneous site accessories that presently exist at the site. Items will be specified to be demolished or to be abandoned in place. 3) Where foundations or existing structures are intended to be abandoned in -place, the Engineer shall specify the depths or conditions to which the structure will remain or be removed. b. Gravity sanitary sewer and forcemain relocation plans 1) Design shall incorporate the installation of new sanitary sewer pipes and manholes, connections to existing sewers, removal of existing structures, abandonment of existing sanitary sewers (cutting, capping and filling with flowable fill), inclusion of details and specifications required for pipe materials, bedding and backfill, and testing. Page 5 (Exhibit A — Engineer's Services) EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright 0 2008 National Society of Professional Engineers for EJCDC. All rights reserved.