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<br />& PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION <br /> <br />14. Revise all sump manholes to minimum 4 <br />standards. Label all sump <br /> <br />Applicant Response <br /> <br />15. Remove all drain tile service stubs to each bui <br />permitted for connection <br /> <br />Applicant Response <br /> <br />16. Offsite Topsoil Stockpile plan to be approved by Lake Elmo Public Works <br />Washington County. <br /> <br />Applicant Response <br /> <br />17. The Grading and Erosion Control Plans must be prepared meeting all city design <br />standards and plan format <br />details and specifications. <br /> <br />Applicant Response <br /> <br />MUNICIPAL WATER SUPPLY <br /> <br />1. Municipal drinking water is available to the site with a connection to an existing 8 <br />watermain stub located along 39th <br /> <br />Applicant Response <br /> <br />2. The developer will be responsible to extend municipal water into the development at the <br />developer’s sole cost with the extension of an 8 <br /> <br />Applicant Response <br /> <br />3. The watermain alignment must be revised at the intersection with Wildflower Drive to <br />remove the proposed offset. The existing storm sewer and catch basins must be relocated <br />to allow the watermain alignment to be adjusted accordingly. <br /> <br />Applicant Response <br /> <br />4. No watermain oversizing is applicable for this development and the watermain does not <br />need to be extended to serve adjacent properties or looped to connect at 39th Street. <br /> <br />Applicant Response <br />FINAL PLAT APPLICATION <br />& PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION <br /> <br />Revise all sump manholes to minimum 4‐foot depth per city and VBWD design <br />standards. Label all sump manholes in profile view. <br />Applicant Response: Satisfied. Please see Sheets 27 to 30. <br />all drain tile service stubs to each building. Drain tile service stubs <br /> to the street subdrainage system. <br />Applicant Response: This has been removed. <br />ffsite Topsoil Stockpile plan to be approved by Lake Elmo Public Works <br />Applicant Response: Applicant is waiting to hear if this has been approved. <br />The Grading and Erosion Control Plans must be prepared meeting all city design <br />standards and plan format requirements, including the use of city standar <br />details and specifications. <br />Applicant Response: Satisfied. Please see Sheets 7 to 24. <br />MUNICIPAL WATER SUPPLY <br />Municipal drinking water is available to the site with a connection to an existing 8 <br />located along 39th Street North. <br />Applicant Response: Satisfied. <br />The developer will be responsible to extend municipal water into the development at the <br />cost with the extension of an 8‐inch DIP watermain. <br />Applicant Response: Satisfied. <br />alignment must be revised at the intersection with Wildflower Drive to <br />proposed offset. The existing storm sewer and catch basins must be relocated <br />alignment to be adjusted accordingly. <br />Response: Satisfied. Please see Sheet 25 and 26. <br />No watermain oversizing is applicable for this development and the watermain does not <br />extended to serve adjacent properties or looped to connect at 39th Street. <br />Applicant Response: Satisfied. <br />& PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION <br />‐foot depth per city and VBWD design <br />lding. Drain tile service stubs are not <br />ffsite Topsoil Stockpile plan to be approved by Lake Elmo Public Works and <br />: Applicant is waiting to hear if this has been approved. <br />The Grading and Erosion Control Plans must be prepared meeting all city design <br />requirements, including the use of city standard plan notes, <br />Municipal drinking water is available to the site with a connection to an existing 8 ‐inch <br />The developer will be responsible to extend municipal water into the development at the <br />alignment must be revised at the intersection with Wildflower Drive to <br />proposed offset. The existing storm sewer and catch basins must be relocated <br />No watermain oversizing is applicable for this development and the watermain does not <br />extended to serve adjacent properties or looped to connect at 39th Street.