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G. Sewer Lift Station. The Developer shall construct a sanitary sewer lift <br /> station, the location of which is identified on the Final Plat, as well as <br /> `, wastewater infrastructure within the Plat, pursuant to specifications and <br /> standards established by the City, for which the City will accept as a public <br /> utility. Said lift station shall be constructed according to plans and <br /> specifications approved by the City and based upon a satisfactory <br /> inspection by the City Engineer, said lift station will be accepted for <br /> maintenance by the City. In addition the Developer agrees to convey a <br /> permanent easement to the City for the location of the lift station. <br /> H. In consideration for the installation of the municipal water and sanitary <br /> sewer infrastructure within the Plat by the Developer, including oversized <br /> pipe and the lift station, which infrastructure upon completion will be <br /> accepted by the City as a public utility, the City has agreed to waive water <br /> access charges and sewer access charges in an amount not to exceed <br /> $ conditioned upon the following: <br /> • The Developer must meet all requirements of this Agreement; and <br /> • The Developer must obtain a building/zoning permit for construction <br /> of fifteen (15) dwelling units and install and have inspected by the <br /> City,water meters for each dwelling unit. <br /> I. The Developer agrees to reimburse the City for all engineering, <br /> administrative and legal expenses incurred by the City in connection with <br /> this Agreement. <br /> XXVII. Notices. Required notices to the Developer shall be in writing and shall be <br /> either hand delivered to the Developer, or mailed to the Developer by United States <br /> mail, postage prepaid to the following address: <br /> Carl Smith and Colleen Smith <br /> Trailside Estates Development, LLLP <br /> 19513 State Hwy 371 <br /> Brainerd, MN 56401 <br /> 'The Developer has agreed to install and/or incur the following: <br /> • The cost difference between a 6-inch and 10-inch diameter watermain(estimated to be$8 per <br /> foot)along Councy Road 112,consisting of approximately 700 feet. <br /> • The cost for the gravity sanitary sewer under Trailside Road from Trailside Loop to County Road <br /> 112(approximately 300 feet)including a manhole in County Road 112 and necessary pavement <br /> replacement and Work Zone Traffic Control. <br /> • The cost for 50%of the lift station and forcemain installation. <br /> 15 <br />