PSA - DLZ Indiana - Design & Right of Way Services for Farminigton 14A Lift Station

Home Browse Search

be noted. Storm and sanitary sewer investigation detail sheets will be provided for all structures located within the project limits. b. Geotechnical Investigation 1) The Engineer shall make or cause to be made, a geotechnical investigation. 2) Prior to making the borings, the Engineer shall submit boring specifications and boring locations and sketches for approval by the Owner. Borings shall extend sufficiently in depth to obtain characteristic data for the proper design of the pavement and sewers. The Engineer shall backfill bore hole or cause to be backfilled in accordance with Aquifer Protection Guidelines, dated October 30, 1996. 3) One (1) soil boring (at a depth 30 feet) will be completed at the proposed lift station location. 4) One (1) pavement core will be completed, on Woodhurst Road adjacent to the existing Farmington 14A Lift Station. 5) The finalized boring logs and report will be provided for Owner review. c. Lift station site plan will include an access drive and plantings for visual screening. Exterior lighting and fencing will be included as requested by the Owner. d. Roadway pavement replacement will be limited to the full depth pavement replacement required as a result of the forcemain installation. e. Bypass pumping will not require the exisiting station to remain in operation while new electrical equipment is being constructed. f. 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. g. 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. h. Prepare demolition plans and specifications for the removal of a portion 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 remain; selective demolition will be necessary for piping, mechanical and electrical componets. 7. Fumish 5 review copies and one 1 digital PDF copy of the Preliminary Design Phase documents and any other deliverables to Owner within 45 calendar days of notice to proceed, and review them with Owner. Within 14 calendar days of receipt, Owner shall submit to Engineer any comments regarding the Preliminary Design Phase documents and any other deliverables. Page 3 (Exhibit A — Engineer's Services) EJCDC E-500 Agreement Between Owner and Engineer for Professional Services Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved.