HomeMy WebLinkAboutOLD OAK ESTATES (5227 STRAUSS CABIN RD.) - FDP - 25-07A/B - SUBMITTAL DOCUMENTS - ROUND 1 -Department: Planning (these comments are not numbered)
The driveway off of Big Dipper Drive for the Balliew property has been removed from the plans.
One chase drain has been removed, the other remains due to minimal flow line slope elevation. The
drain that remains must tie in to the flowline of the curb to get positive drainage.
The shared drive has been labeled as gravel and private; the (private drive) references have been
removed.
We are in the process of easement finalization with the District.
The crosswalk has been called out as enhanced and references LCUASS detail 1611.
The additional 20' of concrete for the drive of Lot 1 has been removed; the drive is paved to the edge of
right of way.
The west flow line design of Strauss Cabin Road has been added to the plans.
The north and south flowlines of Big Dipper Drive have been added, along with intersection details.
The details have been added to the plans and listed on the cover.
Should you have any questions regarding these responses or any other part of the Old Oak Estates
project, please feel free to call me at (970) 221-4158.
Thank you,
NORTHERN
ENGINEERING
Date: March 12, 2008
Ted Shepard
City of Fort Collins
281 N. College Ave
Fort Collins, CO 80521
ADDRESS: PHONE:970.221.4158 WEBSITE:
200 S. College Ave. Suite 100 www.northernengineering.com
Fort Collins, CO 80524 FAX: 970.221.4159
RE: Old Oak Estates responses to City comments
Mr. Shepard,
We have reviewed the City comments dated March 4, 2008; we have revised the plans accordingly and
offer the following responses to comments:
Department: PFA
Number 22: A fire hydrant has been added near the center of the four r/z-acre lots; the fire hydrant is
within 400' of Lots 2, 3, 4, 5, and 6, not as the crow flies. The water supply requirements have been
noted.
Number 63: An address kiosk will be provided at the Big Dipper Drive end of the shared drive; address
numerals shall comply with the requirements of PFA (6" height, contrasting background, etc)
Number 64: The site plan note has been corrected.
Department: Stormwater
Number 65: The storm drainage system has been revised to accommodate for the possible high water
surface in the emergency spill condition. The inlets in Big Dipper Drive have been raised to ensure that
maximum ponding does not exceed 6" above crown elevation. A flap gate has been installed in the
privately owned and maintained portion of the storm system to prevent the water surface elevation rising
and reaching the existing house. Please reference the storm sewer plan and profiles, detailsheets, and
drainage report.
Number 66: Curb capacity calculations have been added to the drainage report. The curb does not
overtop.
Number 67: The proper details have been added.
Number 68: The riprap has been called our with respect to length, width, deprth, and elevations. The
riprap bedding detail has been added to the plans as well.
Number 69: The lastest storm sewer calcs and HGls have been added to the plans.