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<br />k lot z 4~. ass 0 cia t e s <br /> <br />Mr. Ron Bottoms <br />March 16, 2009 <br />Page 2 of6 <br /> <br />areas between the subdivision and B 106-00-00. Stoml sewer pipe increases and additional inlets <br />are proposed for areas where the stonn. sewer outfall is not in a low-lying area or the spacing <br />between homes cannot accommodate a swale. <br /> <br />Klotz Associates will coordinate with City staff to locate underground utilities, resolve utility <br />conflicts, and prepare plans, specifications, and estimates for permitting and construction in <br />Harris County (He). <br /> <br />On receipt of written notice-te-proceed, Klotz Associates, Inc. will pelfonn these additional <br />engineering services as listed under the Scope of Basic Services for the proposed sheet flow <br />reliefswales and storm sewer outfalls for Creekmont Section One and Fairmont Park West. <br /> <br />SCOPE O~~ BASIC SERVICES <br /> <br />Pro;ect Planning and Initiation <br /> <br />A. <br /> 1. <br /> 2. <br /> 3. <br />B. <br /> L <br /> 2. <br /> 3. <br /> 4. <br /> <br />Identify drainage easements and survey locations from plal1R provided by City Staff. <br />City to provide record drawings showing city utilities within the project limits. <br />Contact other utility companies for locations of subsurface facilities. <br /> <br />Preliminary Engineering <br /> <br />Field Investigation - Perfol1n one (1) site visit to identify utilities and locations to be <br />surveyed. <br />Coordinate with surveyor to communicate location of proposed improvements. A TBM <br />shall be placed at these locations and identified in plans. <br />Calculate drainage for sizing improvements. <br />Identify low points, existing drainage easements, utility easements, existing storm sewers, <br />sheet flow patterns. Determine if a sheet flow relief swale, storm pipe upsize Or <br />combination will be needed. <br /> <br />C. Finat Design <br /> <br />1. Prepare plans, specifications and estimated cost Prepare full sized drawings at a scale of <br />r' = 20', bid list, specifications and other construction documents. <br />2. Layouts and typical details: use standardized typical details, typical sections for outfall <br />structures. Prepare construction cost estimates. Design details including plan view, cross <br />sections, variables for dimensions with table of measured variables, elevations, inlet <br />capacities and outfalls structUres. <br />3. List of design sheets \\Jill include: <br />