Resolution 2001-16 - Laserfiche WebLink

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The City Council concludes that the proposed Special Review Use application presented by PSCo should be and is hereby approved subject to the following conditions: The applicant shall utilize the single-steel monopole system with the corten finish. Pole construction shall be determined based upon evidence and testimony received by City Council at the March 2, 2001 meeting. The applicant shall locate and install new poles adjacent to existing structure locations number 26 (located at Louisville Reservoir) through location number 46. The applicant shall submit, prior to the commencement of construction, a pole location map to the City showing, to scale, proposed location of all new poles. The Mayor, in his discretion, may approve adjustments in location of up to 85 feet for no more than 6 poles. Co Pole heights shall be evaluated on a location by location basis and poles shall be installed so as to ensure minimum pole heights consistent with required clearances. Prior to construction, applicant shall submit such a location-by- location analysis, and such submittal shall reflect the height of the existing pole, from grade, which is to be replaced, and proposed height and location. In no case shall the height of the Proposed pole replacement exceed 89' from grade to top of pole, but in any event, pole height shall be the minimum possible height consistent with required clearances. d. The applicant shall at its expense replace and restore all landscaping, concrete flatwork, and ground cover, which may be damaged or disturbed during construction of the project to the same or a better condition than that existing prior to the damage or disturbance. Applicant shall complete restoration promptly upon completion of the project. Upon request of the City, applicant shall provide a letter or credit to secure such restoration work, in an amount equal to the estimated costs of restoration work. e. Pole locations in the vicinity of South Boulder Road shall be compatible with the pedestrian underpass construction for that location. The capacity of the existing infrastructure is 135 MVA per circuit. The maximum capacity of the proposed infrastructure as represented after rebuild would be 247 MVA per circuit. The capacity within the infrastructure shall not be increased in excess of 247 MVA per circuit without authorization of the City through amendment of the Special Review Use public hearing process. The applicant shall provide commencement of structure, areas of the right-of-way. the City with a construction schedule prior to which shall indicate times of work on particular