HomeMy WebLinkAboutFOOTHILLS PARK RESUB - Filed CS-COMMENT SHEETS - 2003-11-03Drexel, Barrell C Co.
SURVEYORS • ENGINEERS
1425 PEARL STREET BOULDER, COLORADO PHONE 442-4338 B0302
CT January 21, 1977
Mr. Lloyd G. McLaughlin
P.O. Box 580
Fort Collins, Colorado 80521
RE: Foothills Park Resubdivision
Dear Lloyd:
The utility plans for Foothills Park Resubdivision have been revised.
The following comments correspond with your letter dated January 17, 1977:
1. Enclosed is an agreement with the New Mercer Canal and the subdivider
for the utility crossings. We do not have an agreement for the
acceptance of storm water at this time.
2. Valves have been added to the north side of the following tees:
Liberty Drive and Colony Drive, Frontier Drive and Colony Drive,
and Liberty Drive near the detention pond.
3. Valves have been removed on the south side of the tee at Colony
Drive and Frontier Drive and the valve north of the tee at Liberty
Drive, and Frontier Drive.
4. The 8 inch water mains were changed to 6 inch on Liberty Drive
from the tee near the detention pond to Frontier Drive, Frontier
Drive from Liberty Drive to Colony Drive, Colony Drive from Tradition
Drive to Horsetooth Road.
5. The fire hydrant at Horsetooth Road and Colony Drive is connected to
the 6 inch main on Colony Drive.
6. The horizontal alignment of the 12 inch sanitary sewer was requested
by Fort Collins and was approved on plans for Foothills Park Phase I
in 1974. This alignment shows the water and sanitary sewer crossing
the New Mercer Canal in the same location. This crossing would require
a cut in only one location through the New Mercer Canal in a proposed
future right-of-way. The sewer would also serve land south of the
New Mercer Canal and east of Foothills Subdivision. It appears that
the area north of Foothills Subdivision and west of the New Mercer
Canal can be served from Manhole 2 nearly as well as an extension
from Eagle Drive.
For these reasons we feel that the alignment being shown should be
approved as agreed by the New Mercer Canal because of t-he ability to
serve the necessary areas.
AERIAL SURVEYORS 0 MINERAL SURVEY❑RS 0 LAND SURVEYORS 0 REGISTERED ENGINEERS
Mr. Lloyd G. McLaughlin -2- January 21, 1977
7. The note you requested concerning rip -rap specifications has been
added to the plans.
8. It is our intention that the drainage channel at the north end of
the subdivision be continued when the land to the east is developed.
Our client, Court Square Investment, is currently negotiating with
the landowner, Charles P. Narren, to allow drainage to continue to
the east.
9. Because the drainage is not in a sump condition the culvert under
Colony Drive has been designed to carry the entire 50-year storm.
10. Details for headwalls have been shown on utility plans by using
Colorado Department of Highway Standards.
I am enclosing two (2) sets of revised plans. If there are any questions,
please contact me.
Sincerely,
-6 J�
Barbara N. Weiss
BNW:sc
Encls.
cc: Court Square Investment