1988-120-RES WHEREAS, the City of Paris, has need services and Hayter Engineering, Inc., Paris, proposal for

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In the Study and Report Phase, crews will be dispatched to review all 347 manholes proposed in the referenced summaries for repair and tb confirm the repairs actually required. Each manhole will be accurately spotted on the I" = 100' aerial base map. The manholes will be measured as to depth; the repairs required will be listed; drop lines, if any, will be noted. We estimate that 26 crew-days will be required for this phase of the work. Based upon this preliminary field investigation, the ENGINEER'S opinion of probable construction cost will be corrected, if found necessary, and a new listing of repair types, reflecting technological changes, current costing, and current field conditions, will be prepared. The above information will be gathered into a summary report and recommended project. Meetings with City staff will be conducted, as necessary, as the preliminary project progresses, and a final meeting will be held to review the completed report. Ten copies of the completed report will be provided. In addition to the field time specified above, 242 manhours of office time are preliminarily estimated to be required in this phase. The fee for this phase is based upon section 5.1.2. herein and it is understood that the manhour projections contained herein are preliminary estimates only. 3. Preliminary Design and Field Survevs Phase Services are further described as follows: Manholes which do not require excavation around the exterior of the manhole for repair will be presented to construction contractors in the bidding phase via the I" =100' aerial photography previously mentioned. Each manhole will be spotted thereon, together with a note indicating the typical repair required. In certain instances, namely the manholes which must be completely reconstructed, the contractor will require additional information to prepare his bid, such as whether or not the manhole is located in pavement which must be repaired, the location of adjacent utilities, and surrounding working conditions. In the case of these manholes, an B" x B" inset map will be prepared for each manhole. The base for this map will be the previously mentioned aerial photography, which will be blown up to 1" = 20' or similar scale. Field survey notes will be plotted directly on the aerials to indicate surrounding utilities, limited working area, pavement repairs required, etc. Copies of these inset maps will be provided to the local utilities, including the City, Lone Star Gas, Texas Utilities, Southwestern Bell and Cooke Cablevision, to locate any underground utilities which might be in conflict with the proposed repair work. It is anticipated that the a" xB" inset drawings will be mounted in groups on 24" x 36" sheets of mylar for inclusion in the normal construction drawings, or bound as a separate volume. Page 16 of 19 Pages