HomeMy WebLinkAboutWATERGLEN PUD - FINAL - 71 93B - CORRESPONDENCE - OTHER JURISDICTIONS (5)MEMORANDUM
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urban design, inc.
3555 stanford road, suite 105
fort collins, colorado 80525
(303) 226-4074
FAX (303) 226-4196
TO:
Teresa G. Jones, CDOT
ADD'L COPIES:
Bill Reynolds, Libby Glass, The W. W. Reynolds Companies
Steve Olt, Glen Schluter, City of Fort Collins
FROM:
Eldon Ward, Cityscape Urban Design, Inc.
DATE:
June 14, 1994
RE:
Waterglen - Berms along 1-25
PROJECT #:
6552 (6552ME10)
This memo is intended to confirm our June 7, 1994, review of the grading and berms
proposed on the Waterglen property adjacent to the 1-25 right-of-way; and to provide you with
additional information. The berms are proposed in order to provide both a visual and noise
barrier between the development at Waterglen and the 1-25 traffic. The enclosed cross
sections were generated based on criteria from Love & Associates, the drainage consultants
for this project. Key points in considering this design include:
The channel created between the existing elevated roadway and the proposed berms
will carry significant amounts of water only when a major flood overtops 1-25. On a
day to day basis, only the runoff from the highway and the easterly half of the berms
will be present; and these flows are intended to be handled in the low flow area
immediately outside the highway right-of-way. Even in the major flood condition, the
impacts on the 1-25 right-of-way adjacent to Waterglen are minimal. No grading is
proposed within the highway right-of-way; and the existing travel lanes are 3 to 5 feet
above the projected 1.00 high year water level.
These infrequent floods are a "temporary" condition caused by an obstruction in
Boxelder Creek, upstream from this location. Eventually, local government agencies
plan to remove the obstruction so that the Boxelder flood plain will follow the natural
creek channel, rather than the east side of 1-25.
The height of the berms was dictated by Balloffet & Associates "Noise Impact
Assessment." Berms with steeper grades could be created in order to meet noise
criteria while reducing the amount of drainage affecting the 1-25 right-of-way. On
balance, the better appearance and more practical maintenance of the berms as
proposed is preferable to reducing the impacts of a drainage condition that occurs only
when 1-25 has been overtopped by a major flood.
It is my understanding that our proposed approach to berming and grading on the
Waterglen property adjacent to 1-25 is acceptable to you. If this is correct, please indicate by
signing and returning the enclosed duplicate original.
Confirmed: Date:
7' /
MEMORANDUM
urban design, Ina
3M SWOM road SU4e 1
tort oolM% ookaado 805
(M) 22"
FAX (303) M 41
TO: Teresa G. Jones, CDOT
ADD'L COPIES: eill Reynolds, Libby Glass, The W. W. Reynolds Companies
Steve Olt, Glen Sohluter, City of Fort Collins
FROM: Eldon Ward, Cityscape Urban Design, Inc. OeW,,
DATE: June 14, 1994
RE: Waterglen - Berms along 1-25
PROJECT #: 6552 (6552ME10)
This memo is intended to confirm our June, 701994, review of the gradingAnd4mnr -
proposed on the Waterglen property adjacent to,the 1-25 right-of-way; and to provide you with
additional information, The berms are proposed in order to provide both a visual and noise
barrier between the development at Waterglen and the 1-25 traffic. The enclosed cross
sections were generated based an criteria from Love & Associates, the drainage consultants
for this project. Key points in considering this design include: •
The channel created between the existing elevated roadway arid the proposed berms
will carry significant amounts of water only when a major flood overtops 1-25. On a.
day to day basis, only the runoff from the highway and the easterly half of the berms
will be present; and these flows are intended to be handled in the low flow area
immediately, outside the highway right-of-way. Even in the major flood condition, the
impacts on'the 1-25 right-of-way adjacent to Waterglen are minimal. No grading is,
proposed within the highway right-of-way; and the existing travel lanes are 3 to 5 feet
above the projected 1.00 high year water level.
These infrequent floods are a "temporary" condition caused by an obstruction in
Boxeldef Creek, upstream from this location. Eventually, local government agencies
plan to remove the obstruction so that the i3oxelder flood plain will follow the natural
creek channel, rather than the east side of 1-25.
The height of the berms was dictated by Balloffet & Associates "Noise Impact
Assessment." Berms with steeper grades could be created in orderto meet no
ise
criteria while reducing the amount of drainage affecting the 1-26 rl ht-of-way. On
balance, the better appearance and more practical maintenance of the berms as
proposed is preferable to reducing the impacts of a drainage condition that occurs only
when 1-25 has been overtopped by a major flood.
It is my understanding that our proposed approach tozbesming=012dagral
Waterglen property adjacent to 1-25 is acceptable to you. If this is correct, please
signing and raturning the enclosed duplicate original.
^_..�... ea. Date:
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