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HomeMy WebLinkAboutGOOD SAMARITAN VILLAGE - PDP - 27-96B - CORRESPONDENCE - REVISIONS (4)- Erosion/Sediment Control Comments 1. All standard City of Fort Collins erosion control notes have been added.. 2. The project schedule has been updated. -3. The erosion control report and calculations have been included with this submittal. Fort Collins — Loveland Water District / South Fort Collins Sanitation District Easements, on the standard District form, will be generated for all water and sewer lines that do not fall within public R.O.W. Landscaping that is shown in the easement where District water and sewer lines are found (along the west entry off of Trilby Road) will be located well away from the utility lines. In all other areas, trees will be located outside of the easement used by the Districts. General Notes have been modified to indicate that water and sewer line construction will conform to the latest District standards. District requirements have been met with regard to the vacation of the easement located in the Duplex Development area. Flow detection will be provided on the Back Flow Prevention Device fire line. Fire Hydrants or connections will not be placed between the main and the Back Flow Prevention Device. The new 8-inch water line will be tied to the existing 24-inch water line, and the existing 8-inch line on the north side of Trilby Road will be abandoned. All utility crossings are shown on the profiles. District typical details are now shown on the plans. There will. be no phasing of the infrastructure for this project. We will not show any concrete encasements on the districts utilities. The water line will be located at least 5 feet from the face of the curb. ETCG 6G8804 A6 301 5 Landmark Engineering Ltd. 9. (see comment 8) 10. The storm sewer, profiles have been reviewed so the values, on the profiles match values shown elsewhere. A note has been included on the sheets that indicates the storm sewers shall be inspected by the City. The riprap pad locations with dimensions have been included on the profiles. 11. Class III RCP has been specified for storm lines under the streets. 12. There will be no phasing of the infrastructure for this project. 13. The existing drainage text and SWMM sections have been removed from the report. 14. The floodgate detail has been provided. 15. The off -site drainage improvements have been included. 16. The UDSWM model has been modified. 17. Calculations showing how the imperviousness of each SWMM basin was obtained have been included in the report. 18. The requested column has been included. 19. The conveyance element data list has been revised. 20. The storage values have been revised. 21. The plugged outlet conditions for pond 53 without a plugged condition at pond 51 has been modeled. 22. The StormCAD output indicating the two systems are interconnected and the pipe profile data for all pipes has been included. 23. The outlet from pond 53 is no longer under pressure flow. 24. New street capacity calculations have been included. 25. Actual stage -storage calculation for each pond has been included. 26. The downstream pipe is no longer under pressure. The size of the orifice plate on the plans matches the size in the report. 27. The new SWMM peak flow rates have been used for the calculation in other areas of the report. 28. Water quality has been addressed in the report. f7CG 6GBB04 A6 301 4 .Landmark Engineering Ltd. N Engineering (Marc Virata) J. The Type III barricade detail hasbeen added, and the existing note has bee edited. 2. City water and sewer notes have been removed. 3. The sheet reference has been corrected. 4. The description for Tract A has been revised to include emergency access. 5. Per subsequent conversations with City Staff, the existing driveway configurations will remain as originally shown. 6. All sheets have been revised and coordinated to show the replacement of curb and gutter along Constellation Drive. 7. The saw cut for asphalt replacement has been shown as 4 feet from the curb, an will run the entire length of the street adjacent to the property. 8. The Constellation Drive cross -sections have been corrected and coordinated. 9. An expansion joint in the concrete aprons will be shown at the property line. 10. Revisions have been made to the crosswalks at the Constellation Drive driveway entrances to reflect a clear path of travel from one ramp to the other. Stormwater 1. Drafting conventions have been modified to make the drawings more legible. 2. The off -site drainage area has been shown and considered in the drainage calculations. 3. Grades in this area have been adjusted to alleviate any potential for flooding the Maintenance. Building. 4. Storm sewers and/or building envelopes have been modified to eliminate any conflicts. 5. The grading in the vicinity of Detention Pond 51 has been modified so the water will spill into the interior roads and to the inlets by the maintenance building. 6. Additional spot elevations have been shown in this area. Issue of standing water, and how to address it, will be discussed with the client. 7. Details and specifications for the pump system have been included with this resubmittal. 8. Cross -sections for the overflow spillway from Pond 53 have been included on the plans as well as the corresponding calculations in the report. FTCG 6G8804 A6 301 3 Landmark Engineering Ltd. a Mapping . 1. Boundary and legal close. 2. Labeling of SE Corner has been corrected. 3. The 'Statement of Other Documents' has been added. Engineering (Tim Blandford) General Notes and General Construction Notes have been modified. • Sidewalk along Trilby Road has been extended to the west property line. A barricade detail has been added to the Utility Plan set. • Easements along Trilby Road and Constellation Drive have been reviewed and coordinated on all drawings. • All accesses to the site are constructed with concrete to the property line as a minimum, and have been labeled as such. • The scale of the drawings has been increased. • Existing and proposed contours have been removed from the street plan and profile sheets. • Utilities (with the exception of storm sewers) have been removed from the street plan and profile sheets. • Curvedata has been added to all curves with the public R.O.W. • New curb and gutter will be shown along the entire length of Constellation Drive adjacent to this project. • The median details have been modified per the details given to us. • The detail for outfall curb and gutter has been modified to comply with City Standards. • The signing and striping has been shown on the same plan. • Curve information for the median has been shown on the plans. Correct striping has been shown. Details on sheet 21 of 25 have been modified. Notes on the Plat have been modified. FTCG 6G8804 As 301 2 Landmark Engineering Ltd. N Response to Staff Review Comments Fort Collins Good Samaritan — Project Development Plan . November 1, 2000 The following answers are offered in response to City of Fort Collins Staff Comments for the Fort Collins Good Samaritan Village Project Development Plan submittal: Current Planning 1 a. Responses for all departments that submitted comments are included here. 2a. We will follow proper procedures to insure that the project application remains active. 2b. Meetings to review comments and review updated drawings have occurred. 2c. Please forward any additional comments from Larimer County Engineering if there are any. Light and Power — Coordination of transformer and meter locations will occur. — If any relocation or modification of existing electrical facilities occurs, the developer will be responsible for the expensed incurred. — We will continue to monitor the impacts of grading on the existing electrical facilities, and make adjustments as required. — Application of normal electrical policies and charges is understood. — Location and relationship of street trees and streetlights along Constellation and Trilby have been evaluated. At this time, there are no conflicts. Please provide us a plan for any City streetlights that are proposed along these two streets. Zoning 1. The Therapy Building has been noted as existing. 2. Crosswalks will be painted. 3. At this time, no benches are being shown with this project. Memorials in the form of benches are frequently made to Good Samaritan Village, and as such, they typically will place them throughout the site when the opportunity arises. 4. The 'road' running through the development is a Private Driveway. We will label the parking shown as 'private drive parking', and will make available additional spaces in front of building pads 1 and 2. FTCG 6G8804 A6 301 Landmark Engineering Ltd.