#19 - At Home Apartments Final Plat and PUD

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& PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION 9. The storm sewer system shall be designed to maintain the city standard minimum pipe cover of 3.0 feet under all pavement surfaces, unless approved by the City Engineer. Drain tile is required as part of the in the street. Drain tile considerations may impact the requirements at low points. Drain tile inverts must be shown at all catch points. Applicant Response 10. The maximum curb run prior to a catch basin is 350 feet. Applicant Response 11. Storm sewer pipe located outside of the public right 30‐ft easements centered over the footings, retaining walls, trees, or revised to remove all drainage and utility easement encroachments from the Units 13‐18.  Additional e Applicant Response addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located 1 encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm water eas thereby resolving any encroachment issues for Block 2: Units 13 With regard to the additional easement area required over CBMH 302A.12, please see Sheet 28. 12. The street profiles must be revised to create low points on Street A immediately adjacent to The proposed valley gutters must be Wildflower Drive relocated. An additional catch basin is CBMH 302A and CBMH 302, to accommodate required drainage low point. Applicant Response 13. An additional catch basin is required in the cul cul‐de‐sac drainage. Applicant Response FINAL PLAT APPLICATION & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The storm sewer system shall be designed to maintain the city standard minimum pipe under all pavement surfaces, unless approved by the City Engineer. Drain tile is required as part of the city standard street section at all localized low points in the street. Drain tile considerations may impact the storm sewer design and depth requirements at low points. Drain tile inverts must be shown at all catch sponse: Satisfied. Please see Sheets 28 to 30. The maximum curb run prior to a catch basin is 350 feet. Applicant Response: Satisfied. Storm sewer pipe located outside of the public right‐of‐way must maintain minimum centered over the pipe/structure without encroachments from buildings, footings, retaining walls, trees, or other permanent structures.  The site plans must be revised to remove all drainage and utility easement encroachments from the  Additional easement area is required over CBMH 302A. Applicant Response: Per continued discussions with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of adjustment the patios were located 11’ from the storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment issue. For this part of the development, the storm water easement area will be 26’ thereby resolving any encroachment issues for Block 2: Units 13- With regard to the additional easement area required over CBMH 302A.12, please The street profiles must be revised to create low points on Street A Wildflower Drive to better facilitate the intersection drainage. The proposed valley gutters must be removed and the existing catch basins along Wildflower Drive relocated. An additional catch basin is required on Stre CBMH 302A and CBMH 302, to accommodate required drainage low point. Applicant Response: Satisfied. Please see Sheet 31 & 32. An additional catch basin is required in the cul‐de‐sac of Street B to improve the Response: Satisfied. Please see Sheet 27 and CBMH-304A. & PLANNED UNIT DEVELOPMENT (PUD) FINAL PLAN APPLICATION The storm sewer system shall be designed to maintain the city standard minimum pipe under all pavement surfaces, unless approved by the City Engineer. standard street section at all localized low points storm sewer design and depth basin connection ‐of‐way must maintain minimum pipe/structure without encroachments from buildings,  The site plans must be revised to remove all drainage and utility easement encroachments from the patios for 12. Per continued discussions with city staff, the Applicant has addressed this comment. With the street width reduction from 32’ to 28’ the building locations were adjusted allow the patio locations to move. At the time of 1’ from the storm sewer pipe, but still encroached into the easement area by 4’. Staff recommended that the easement area for this particular location be reduced by 4’ to resolve the encroachment ement area will be 26’ -18. With regard to the additional easement area required over CBMH 302A.12, please The street profiles must be revised to create low points on Street A and Street B Wildflower Drive to better facilitate the intersection drainage. removed and the existing catch basins along required on Street A, between CBMH 302A and CBMH 302, to accommodate required drainage low point. ‐de‐sac of Street B to improve the 304A.