Loading...
HomeMy WebLinkAboutSIDEHILL, FILING ONE - PDP - 32-01B - CORRESPONDENCE - REVISIONS37. A dedicated drive location will be shown on utility plans and plat by easements. 38. The offsite sanitary sewer road has been designed to finish grade. A right-of-way has been provided and will be platted for a minor collector as designated in the approved ODP. A temporary pavement section that can withstand heavy vehicle maintenance loading will be provided by geotech. 39. Irrigation tap locations will be determined by landscape/irrigation consultant at a later date. 40. Sheets have been revised accordingly. 41. Drawings have been revised to show all waterline lowerings. 42. Drawings have been revised to show all concrete encasements of sewer lines. 43. Sanitary sewer calculations were clarified in meetings and follow up phone conversations with Jeff Hill. Zoning Zoning 17. See comment response by Cityscape. 18. See comment response by Cityscape. 19. See comment response by Cityscape. 20. See comment response by Cityscape. Landscape Plan 176. See comment response by CityScape. If you have any questions or need additional information, please contact me at 970.491.9888. Sincerely, Randall K. Provencio FILK Project Manager cc: Jim Postle, James Company Joe Carter, CityScape Mike Brake, JR Engineering X: 935000 / Corresp / Letters / commentresponseletter 49. Spot elevations were added to perimeter of detention pond on the grading sheets for clarity. 148. All drainage easements and tracts were revised per meeting with Basil Harridan and Wes Lamarque. 149. Drainage basin boundaries were revised to match proposed and existing grading. 151. Note was added to storm sewer plan and profile sheets. Erosion/Sediment Control 1. Sheet index has been revised. 2. Erosion control notes have been revised per meeting with Bob Zackley. 3. Legend is shown on cover sheet. A note has been added to drainage sheets indicating this. 4. We have corrected all inconsistencies. 5. An erosion control plan has been added for all offsite construction. 6. Surety calculations are provided in the drainage and erosion control report. Traffic Operations General 157. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. SideHill is being designed to properly tie into ultimate design for Timberline Road. 158. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. SideHill is being designed to properly tie into ultimate design for Timberline Road. Transportation Planning General 21. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. SideHill is being designed to properly tie into ultimate design for Timberline Road. Also see comment response by CityScape. 22. See comment response by CityScape. 23. See comment response by CityScape. 24. See comment response by CityScape. Wastewater/Water Site Plan 29. Sanitary sewer calculations were clarified in meetings and follow up phone conversations with Jeff Hill. Utility Plans 44. Noted. 30. A C.P. isolation connection detail was provided. 31. Sizes are covered with note on cover sheet and sizes were added to services in multi- family area as discussed in meeting with Jeff Hill and Roger Buffington. 35. Note will be clarified on cover sheet indicating that "all water mains and fire lines shall be DIP" per meeting with Jeff Hill and Roger Buffington. 36. Sanitary sewer depths were discussed and verified in meeting with Jeff Hill and Roger Buffington. Developer is aware of proposed sanitary sewer depths. X: 935000 / Corresp / Letters / commentresponseletter 131. Manhole locations have been revised where possible but due to width of road and other underground utilities there is not much room to satisfy all criteria. 132. See comment response by CityScape. 133. The eyebrows have been revised accordingly. 134. All details have been revised. 135. All streets have been designed an additional 500-feet offsite. Cross -sections will not be required per meeting with Susan Joy. 136. Note was added to pavement sawcut lines. 137. Noted. 138. An underdrain design has been included with this submittal. 139. Two Hydrological Studies have been provided with this submittal. 140. High Vol drives are shown on road profiles, single family drives are shown on the overall utility sheets only, due to time restraints. 141. Flowline and centerline curve tables have been provided on the corresponding sheets 142. Centerline data has been provided. Excel Energy General 180. Noted. 161. Noted. 162. A note has been added to drawings stating this. 163. Noted. Light and Power General 2 thru 16. All of these comments were addressed per meeting with Monica Moore. Natural Resources Cover Sheet 146. See comment response by CityScape. Park Planning General 156. Noted. Stormwater Utility Drainage 32. The calculations used to size detention ponds were revised using ModSwmm and EXTRAN. 33. Cargill signature block has been provided. 34. See comment response by CityScape. 46. All drainage easements and tracts were revised per meeting with Basil Harridan and Wes Lamarque. 47. A utility coordination meeting was held and all spacing issues were resolved. All required spacings are met. 48. A detention summary table has been added. X: 935000 / Corresp / Letters / commentresponseletter Site Plan 101. See comment response by CityScape. 102. See comment response by CityScape. 103. See comment response by CityScape. 104. See comment response by CityScape. 105. See comment response by CityScape. Soils Report 147. A revised geotech report will be provided. Street Names 106. Silo Road has been changed to Chrismar Road and Haymaker Drive has been changed to Illinois Drive. Traffic Study 107. A revised TIS will be provided. See comment response by CityScape. Utility Plans 108. Revised checklist is included with this submittal. 109. Index in cover sheet has been revised. 110. Vicinity map scale on cover sheet has been revised. 111. A title block is shown on each sheet. 112. The legend is shown on cover sheet as approved in meeting with Susan Joy. 113. General notes have been revised. 114. Erosion control notes have been revised per meeting with Bob Zackley. 115. The statement shown in checklist E4, Section II, J, is to be provided. Clarification is needed for statement shown in Section III, E. 116. The only street section that is required for filing one is the residential local provided on sheet 40 as agreed in meeting with Susan Joy. 117. Drainage arrows are provided on drainage sheets. 118. Filing 1 as submitted will be 100% complete in it's entirety. No phasing. 119. Revisions have been made accordingly. Offsite legals/exhibits will be provided at later date. 120. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. SideHill is being designed to properly tie into ultimate design for Timberline Road. 121. All streets in filing one are classified as residential local. 122. All sidewalk widths are labeled. 123. Transitions are satisfactory as shown per meeting with Susan Joy. 124. Crosspan widths have been revised. 125. Road profiles have been revised per latest discussions with Susan Joy. 126. All utility crossing are shown. 127. Sidewalk culverts are designed per city standards. 128. I don't believe there are any historic features to show. 129. A utility coordination meeting was held and all spacing issues were resolved. 130. Two feet of coverage is provided for all underground utilities. X: 935000 / Corresp / Letters / commentresponseletter Grading Plan 67. All onsite slope ratios are labeled where necessary, offsite slopes are not labeled, to be addressed later. 68. Noted. 69. Finish grade elevations have been provided per redlines. 70. Cargill is providing a 20-foot wide construction and grading easement. 71. Sidewalk culverts are designed per city standards. Landscape Plan 72. See comment response by CityScape. 73. See comment response by CityScape. 74. See comment response by CityScape. 75. See comment response by CityScape. 76. See comment response by CityScape. 77. See comment response by CityScape. 78. See comment response by CityScape. Plan and Profiles 80. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. SideHill is being designed to properly tie into ultimate design for Timberline Road. 82. All curb return radii are properly designed. 83. Additional information has been provided for all inlets to insure they are not being located within curb returns. 84. Road profiles have been revised per latest discussions with Susan Joy. 85. A curb chart table in provided on sheet 40. 86. The intersection details as previously shown are satisfactory per meeting with Susan Joy. 87. The curb return profiles as previously shown are satisfactory per meeting with Susan Joy. 88. Stationing has been provided for all on -grade inlets. Plat 89. Plat has been revised accordingly. 90. Plat has been revised accordingly. 91. Plat has been revised accordingly. 92. Plat has been revised accordingly. 93. Plat has been revised accordingly. 94. Plat has been revised accordingly. 95. A tract table is provided on sheet 6. 96. All offsite legals/exhibits for offsite easements will be provided at later date. 97. Sight distance easements have been provided. 98. All ditches being vacated in this filing are privately owned by developer, therefore no signature is required to vacate. Signature block provided on grading plan for ditch being rerouted to Cargill. 99. Plat has been revised accordingly. 100. Susan Joy informed JR Engineering to disregard this comment. 144. Plat has been revised accordingly. 145. Plat has been revised accordingly. X: 935000 / Corresp / Letters / commentresponseletter 178. See comment response by CityScape. Landscape Plan 26. See comment response by CityScape. 166. See comment response by CityScape. 167. See comment response by CityScape. Site Plan 27. See comment response by CityScape. 28. See comment response by CityScape. Street Names 1. Silo Road has been changed to Chrismar Road and Haymaker Drive has been changed to Illinois Drive. Engineering General 50. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. 51. The preliminary design of Timberline Road is currently be done and will be submitted to city for review on 3/19/03. 52. Sideffill design is coordinated with the ultimate design for Drake Road. Developer is aware of his responsibility on construction cost. 53. The ultimate right-of-way for the right turn lane along Drake Road has been provided as requested by city. An exhibit is included but is not part of the construction drawings to show the horizontal alignment of the right turn lane. According to the city a full design will not be required because the right turn lane will not be constructed at this time. 54. The additional design of Sharp Point Drive and a construction cost estimate for the Sharp Point connection has been provided. Cross -sections were not required per prior discussions with Susan Joy. 55. The offsite sanitary sewer road has been designed to finish grade. A right-of-way has been provided and will be platted for a minor collector as designated in the approved ODP. A temporary pavement section that can withstand heavy vehicle maintenance loading will be provided by geotech. The signature blocks for necessary companies have been provided on appropriate sheets. 56. The eyebrows have been revised accordingly. 57. These two streets are designated as residential locals as specified in letter provided by traffic engineer Matt Delich. See comment response by CityScape. 58. Sight distance easements have been revised. 59. See comment response by CityScape. 60. See comment response by CityScape. 61. See comment response by CityScape. 62. See comment response by CityScape. 63. See comment response by CityScape. 64. A utility coordination meeting was held and all spacing issues were resolved. Also see comment response by CityScape. 65. Sidewalks and ramp locations have been revised. X: 935000 / Corresp / Letters / commentresponseletter March 12, 2003 Mr. Troy Jones City of Fort Collins 281 North College Avenue Fort Collins, Colorado 80522 Re: SideHill Filing One Dear Troy: J•R ENGINEERING A Subsidiary of Westrian . We have revised the final construction drawings and drainage report per your comments dated January 10,2003. The following numbers correspond to the comments: AT&T Broadband 45. Rear and side lot utility easements were provided at locations indicated by redlines. Advanced Planning 279. See comment response by CityScape. Current Planning General 25. A utility coordination meeting was held and all spacing issues were resolved. Also see comment response by CityScape. 152. The offsite sanitary sewer road has been designed to finish grade. A right-of-way has been provided and will be platted for a minor collector as designated in the approved ODP. 153. See comment response by CityScape. 154. See comment response by CityScape. 155. See comment response by CityScape. 164. See comment response by CityScape. 165. See comment response by CityScape. 168. See comment response by CityScape. 169. See comment response by CityScape. 170. See comment response by CityScape. 171. See comment response by CityScape. 172. See comment response by CityScape. 173. See comment response by CityScape. 174. See comment response by CityScape. 175. See comment response by CityScape. 177. The dry utility locations are now shown for the multi -family buildings 2620 East Prospect Road, Suite 190, Fort Collins, CO 80525 X: 935000 / Corresp / Letters / commentresponseletter 970-491-9888 • Fax: 970-491-9984 • w jrengineerig.wm