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<br />I <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />percentage of the total estimated construction cost of the improvement <br /> <br />as taken from the ASCE Consulting Engineer's Manual 45, "A Guide <br /> <br />for the Engagement of Engineering Services", 1945. <br /> <br />g. <br /> <br />Util ity entanglements <br /> <br />(1) Moun ta in Be 1 I Tel ephone <br />(2) Publ ic Service Company of Colorado <br />(3) Existing sanitary and storm sewers <br /> <br />5. <br /> <br />FISCAL, LEGAL AND ADMINISTRATIVE COSTS <br /> <br />Information obtained from the Denver Water Board and the ASCE <br /> <br />Consulting Engineers Manual ll5 resulted in assigning a nominal 8% <br /> <br />of construction costs (defined as construction cost plus mobil i- <br /> <br />zation and contingencies) to each improvement to provide for <br /> <br />fiscal, legal and administrative costs. These costs are associated <br /> <br />with the funding and implementation process requirements which most <br /> <br />flood control projects must go through before becoming a real ity. <br /> <br />ASCE Manual 45 states the following: "The item of contingencies varies <br /> <br />with the degree of completeness of the Engineer's report. Usually it <br /> <br />should be included in preliminary estimates at from 10 percent to 25 <br /> <br />percent of the Engineer's construction cost estimate." <br /> <br />The following is a description of each column heading in the Benefit/ <br /> <br />Cost display presented in Table VII 1-4. <br /> <br />6. <br /> <br />Column 1 Reach <br /> <br />CONTINGENCY COSTS <br /> <br />A nominal 25 percent of construction costs was added to each im- <br /> <br />provement to cover the following undeterminable project costs: <br /> <br />a. Contractor mobil ization, survey and site preparation <br /> <br />b. Foundation and soil investigation and problem resolution <br /> <br />c. Disposal of excavated material <br /> <br />The study area of Boulder Creek to be master planned was broken down <br /> <br />into reaches as presented in Section I having the following limits: <br /> <br />Canyon Mouth to 6th Street <br />6th Street to 9th Street <br />9th Street to Broadway <br /> <br />Broadway to 17th Street <br /> <br /> <br />17th Street to 24th Street <br /> <br /> <br />24th Street to 28th Street <br /> <br /> <br />28th Street to 30th Street <br /> <br /> <br />30th Street to 55th Street <br /> <br />d. <br /> <br />Construction in urban area <br /> <br />(1) Maintenance of traffic and construction phasing <br /> <br />(2) Safety precautions and requirements <br /> <br />(3) Environmental controls on construction operation <br /> <br />(Noise, Dust, Traffic Disruption, Water Qual ity) <br />Temporary drainage requirements <br /> <br />e. <br /> <br />f. Right-of-Way entanglements <br /> <br />(1) Structural disruption <br />(2) Property accesS disruption <br /> <br />(3) Individual parcel requirements <br /> <br />Column 2 - Alternative Improvement <br /> <br />A 1 isting of the improvement actions for each reach <br /> <br />63 <br />