#19 - At Home Apartments Final Plat and PUD

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& PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 5. The developer will be responsible to place hydrants and water system valves internal to the site as determined by the Lake Elmo Public Works Director and Fire Department. At a minimum, an additional gate extension to maintain the maximum number of Applicant Response 6. The plans must be revised such that all water/sewer services are installed perpendicular to the main with no bends. When outside of the paved street. Applicant Response 7. The watermain construction Plans must be prepared meeting all city design standards and plan format requirements, including the use of city standard plan notes, details and specifications. Applicant Response MUNICIPAL SANITARY SEWER 1. The proposed site is located in the Old Village MUSA area in the city’s Comprehensive Plan and will discharge to the MCES Cottage Grove Ravine Interceptor. Applicant Response 2. Sanitary sewer service is available to the site with a connection to an existing 8 sanitary sewer stub located along 39th Street North. Applicant Response 3. The developer will be responsible to extend sanitary sewer service into the development at the developer’s sole cost with the extension of an 8 Applicant Response 4. No sanitary sewer oversizing is need to be extended to serve adjacent properties. Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION loper will be responsible to place hydrants and water system valves internal to determined by the Lake Elmo Public Works Director and Fire Department. At a minimum, an additional gate valve must be installed along the easterly watermain extension to maintain the maximum number of services for isolation at 20 units. Applicant Response: Satisfied. Please see Sheet 26. The plans must be revised such that all water/sewer services are installed perpendicular to no bends. When the use of bends is unavoidable, they must be located outside of the paved street. Applicant Response: This has been satisfied to the greatest extent pos The watermain construction Plans must be prepared meeting all city design standards and requirements, including the use of city standard plan notes, details and Applicant Response: Satisfied. MUNICIPAL SANITARY SEWER The proposed site is located in the Old Village MUSA area in the city’s Comprehensive discharge to the MCES Cottage Grove Ravine Interceptor. Applicant Response: Satisfied. Sanitary sewer service is available to the site with a connection to an existing 8 located along 39th Street North. Applicant Response: Satisfied. The developer will be responsible to extend sanitary sewer service into the development sole cost with the extension of an 8‐inch PVC sanitary sewer main. Applicant Response: Satisfied. No sanitary sewer oversizing is applicable for this development and the sewer does not to serve adjacent properties. Applicant Response: Satisfied. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION loper will be responsible to place hydrants and water system valves internal to determined by the Lake Elmo Public Works Director and Fire Department. At valve must be installed along the easterly watermain services for isolation at 20 units. The plans must be revised such that all water/sewer services are installed perpendicular to the use of bends is unavoidable, they must be located to the greatest extent possible. The watermain construction Plans must be prepared meeting all city design standards and requirements, including the use of city standard plan notes, details and The proposed site is located in the Old Village MUSA area in the city’s Comprehensive Sanitary sewer service is available to the site with a connection to an existing 8 ‐inch The developer will be responsible to extend sanitary sewer service into the development ‐inch PVC sanitary sewer main. applicable for this development and the sewer does not