HomeMy WebLinkAboutSIDEHILL, FILING ONE - PDP - 32-01B - CORRESPONDENCE - REVISIONS (5)Engineering
General
50. Noted.
51. Noted.
52. Noted.
53. See comment response by Cityscape.
54. Design will not be required for the north side of the railroad tracks along Sharp Pointe
Drive because another developer/engineering firm is currently designing this. JR
Engineering has been coordinating our design with theirs as discussed in a meeting with
Sheri Wamhoff and Susan Joy.
55. The offsite sanitary sewer road has been designed to ultimate finish grade. A note was
added to the drawings stating that the ultimate pavement section will be designed to
handle heavy maintenance vehicle loading as determined by geo-technical engineer. A
note was added to drawings stating that sanitary sewer road will not impact any historical
structures. A centerline station equation was added to the drawing specifying connection
point to Drake/Ziegler road as discussed in meeting with Sheri Wamhoff and Susan Joy.
This will allow the city to review the vertical alignment of the approved Drake/Ziegler
plans at this location. The road has been designed (vertical and horizontal) per minor
collector standards as designated in the TIS. The signature blocks for necessary
companies have been provided on appropriate sheets.
62. See comment response by Cityscape.
66. Noted
223. The proposed offsite sanitary sewer lin�-`and right-of-way will be revised prior to mylar
submittal once it is determined what will be designed at this location.
229. A revised variance is included with this submittal.
Grading Plan
67. Noted
69. Drawings revised per redlines.
Landscape Plan
74. Utility easements have been revised.
75. See comment response by CityScape.
79. See comment response by CityScape.
218. See comment response by CityScape.
219. See comment response by CityScape.
220. See comment response by CityScape.
Plan and Profiles
86. The intersection details as previously shown are satisfactory per meeting with Susan Joy
Plat
93. Plat has been revised accordingly.
96. All offsite legals/exhibits for offsite easements have bet:n given to client for their use their
attorneys review. These offsite easements have been submitted with this submittal for
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your review. i
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X: 935000 / Corresp / I_ctttirs / commentresponseletter
May 21, 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 Snhsidiary nl Westrian
We have revised the final construction drawings and drainage report per your comments dated
April 21,2003. The following numbers correspond to the comments:
AT&T Broadband
196. The 20-foot drainage easement has been changed to a drainage and utility easement.
197. A rear utility easement was added.
198. A rear utility easement was added.
199. A rear utility easement was added.
200. This area needs to be designated as a tract because it is carrying stormwater from a
public right-of-way as requested by the city stormwater department.
201. SideHill Boulevard is being constructed as maintenance road for the sanitary sewer only
at this time. At the time Filing Two, Three, Four, and SideHill Boulevard are designed
the easements can be added.
Current Planning
General
28. See comment response by Cityscape.
1,,0. See comment response by CityScape.
177. See comment response by CityScape.
202. Noted
203. See comment response by CityScape.
207. See comment response by CityScape.
208. See comment response by CityScape.
213. See comment response by CityScape.
215. See comment response by CityScape.
216. See comment response by CityScape.
217. See comment response by CityScape.
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2620 Fitt Pnupcct Rwd, Suim M Fort Collins, CO 80525
970-491 9888 • Fax: 970491.9994 • w jmnginecring.snm
If you have any questions or need additional information, please contact me at 970.491.9888.
Sincerely,
��
andall K. Provencio
Project Manager
cc: Jim Postle, James Company
Joe Carter, CityScape
Mike Brake, JR Engineering
X: 935000 / Corresp / Letters / commentresponseletter
Erosion/Sediment Control
1. Table is now right side up.
2. A note was added to drawings for clarification
3. Note added to cover.
Traffic Operations
General
157. Noted.
158. Noted,
Transportation Planning
General
181. Ramp has been removed.
22. See comment response by CityScape.
195. See comment response by CityScape.
Wastewater/Water
Utility Plans
39. Irrigation tap locations will be determined by landscape/irrigation consultant and will be
included prior to mylar submittal.
40. Sheets have been revised accordingly.
42. Drawings have been revised to show all concrete encasements of sewer lines.
206. Noted.
A conference call was held with Ric Walton of James Company, Roger Buffington of City Of
Fort Collins Wastewater/Water Department, and Randall Provencio of JR Engineering on
Monday afternoon 5/19/03 to discuss the offsite sanitary sewer road. The following iterns
were agreed upon:
• An interim road profile will be shown on drawings along with the ultimate road
profile. This will allow contractor to only construct the interim conditions for Filing
One.
• Roger Buffington will check with city staff to determine if they will allow the
currently shown right-of-way for this road to be shown as an easement at requ•-ast of
James Company.
• Roger Buffington will not require the interim road surface to be of a base material to
withstand heavy vehicle maintenance loading as previously required since the
Johnson's will still be farming on this land.
It was agreed that all the above bullet items could be addressed prior to the mylar submittal.
There was not enough time to make these changes from the time the decisions had been made
to the time the drawings were complete and being plotted.
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Excel Energy
General
160. Noted.
161. Noted.
162. A note has been added to drawings stating this.
163. Noted.
Light and Power
Utility plans
185. The developer is aware of this and will be supplying city with this information.
186. Electric line has been revised to maintain 5-feet from storm sewer.
187. Electric line has been revised to maintain clearance from storm sewer.
188. JR Engineering and architect are currently coordinating this to satisfy your requirement.
Once this is accomplished the area will be revised. This will be done prior to mylar
submittal.
189. The utility plans are showing the appropriate separation.
190. Gas and electric meters are shown on the elevations and in plan view on the landscape
sheets.
191. Noted.
192. Electric facilities and street lights have been added per redlines.
193. JR Engineering and architect are currently coordinating this to satisfy your requirement.
= Orce this is accomplished the area will be revised. This=will be done prior to mylar • ..<•_ .,•,,,,
submittal.
194. Electric service now shown correctly.
PFA
184. Noted.
209. Noted.
210. Noted.
211. Noted.
212. Noted.
Stormwater Utility
Drainage
1. The basin south of basin 102 is basin 108.
basin on that sheet.
2. The Cargill inflows are from sub -basin 56.
L
4.
5.
6.
An additional label has been provided for that
This change in area is approximately 1.81
acres.
Th-, rating curves that were generated in Exlra:t were used to model Ponds A and B as one
pond in SWMM. See appendices.
The ponds were run separately in SWMM and then in Extran. The Extran results were
then used to formulate a stage discharge c.urv:; for the combined pond used in a different
SWMM file.
Changed the model.
That conduit was used for a "direct connectiop" type of conduit but now is not used, as the
hydrograph is directly input to the detention pond.
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98. All the ditches being vacated in this filing are privately owned by developer and therefore require
no signature. A signature block is provided on grading plan and appropriate sheets for Cargill
(adjacent property owner to the cast) for ditch realignment to Cargill property.
144. Plat has been revised accordingly.
Site Plan
102. See comment response by Cityscape.
105. See comment response by Cityscape.
221. See comment response by CityScape.
Street Design
226. The offsite road design as shown reflect the approximate future ground as discussed with
Sheri Wamhoff and Susan Joy and are to only be used for informational purposes only.
Street Names
106. See comment response by CityScape.
Traffic Study
107. See comment response by CityScape.
Underdrain System
}<224. The proposed underdrain system is not discharging into the Rigden Farm detention -pond
as discussed in meeting with Susan Joy and Sheri Wamhoff.
225. Cut off walls have been added per underdrain report.
227. The proposed underdrain system is not discharging into the Rigden Farm detention pond
as discussed in meeting with Susan Joy and Sheri Wamhoff.
228. The Larimer County Urban Area Street Standards (LCUASS) detail 713.2F calls out 12-
inches for separation.
Utility Plans
109. Index in cover sheet has been revised.
113. General notes have been revised.
115. The top of foundation note has been added to grading pans.
116. Additional typical street sections were added to show different right-of-way and flowline
dimensions as shown on sheet 58.
119. Revisions have been made accordingly. All offsite legals/exhibits for offsite easements
have been given to client for their use their attorneys review. These offsite easements
have been submitted with this submittal for your review.
120. Both developments (SideHill and Mansion Park) have teen coordinated through design
and JR Engineering and Sear -Brown have been working together through the design
process.
134. All details have been revised.
136. Note was corrected and added to pavement sawcut lines.
222. Vicinity map was revised.
230. Future right turn lane for Drake Road is not shown.
X: 935000 /Coriesp / Letters / commentresponseletter