HomeMy WebLinkAboutCOLLINDALE RECREATIONAL PUD - Filed GC-GENERAL CORRESPONDENCE - 2003-07-31APPENDIX C
M&I consulting engineer
4710 South College Ave. • Fort Collins, Colorado 80-
Telephone (303) 226-2323
M & I #92-107
March 5, 1982
City of Fort Collins
P. 0. Box 580
Fort Collins, CO 80522
ATTN: Storm Drainage Division
RE: Collindale Recreational Facility
Dear Sir:
This letter is submitted as an explanation of how storm drainage will
be controlled for the proposed Collindale Recreational Facility.
The Collindale Recreational Facility, consisting of 1.164 acres, is
located on the east side of Lochwood Drive approximately 400 feet north
of Horsetooth Road. The Collindale Commercial area is located between
the site and Horsetooth Road.
The intersection of Lochwood Drive and Horsetooth Road is a high point,
therefore, offsite drainage from Horsetooth Road does not enter the
site at this point. The Commercial area, the Recreational site, and a
strip of land approximately 100 feet wide along the east side of Loch -
wood are the only contributing drainage areas to Lochwood Drive. There-
fore, it is obvious that the street will be able to handle the initial
and major storms in accordance with the City's storm drainage criteria.
Future development areas east of the Commercial and Recreational sites
will drain to the east.
Stormwater detention for the Collindale area is combined with the South -
moor Village development. This is in accordance with the drainage con-
cept as approved in the initial development stages of the Collindale
project.
Should there be comments or questions concerning storm drainage for the
Recreational Facility, please contact me.
Very truly 'yours,
M & I, INC.
J //Tl/
Lloyd G. M1cLaughliltr
LGM/ms
CITY OF FORT COLLINS P.O. BOX 580, FORT COLLINS, COLORADO 80522 PH (303) 484-4220
PLANNING DIVISION EXT. 655
March 29, 1982
Mr. Ted Johnston
EDAW, Inc.
240 East Mountain Avenue
Fort Collins, CO 80524
Re: Collindale Recreation Facility PUD, Preliminary and Final
Dear Ted:
Staff has reviewed the Collindale Recreation Facility PUD and has the following
comments:
1. Utility and storm drainage planning must be coordinated with development of
adjacent parcels.
2. A 24-foot driveway access into the site, given the development potential of
adjacent parcels as designated on the Collindale Master Plan, is not
adequate to service the area.
3.
4.
A
A temporary turnaround should be provided with this project at the end of
the accessway planned for the recreation facility.
The applicant will need to submit a request to the Assistant City Engineer
for Development to vary the 200-foot spacing requirement between curb cut.
The kiddie pool, lifeguard station, diving boards, and volleyball courts
need to be within a building envelope.
Five copies of the revised site plan must be submitted to this office by Wed-
nesday, April 7, 1982. On Monday, April 19, 1982, an 8-21"xll" reduction and
colored rendering of the site plan must be submitted. If you have any questions,
please feel free to call.
Sincerely,
Cathy Chianese
Planner
CAC/fsr
cc: Josh Richardson, Development Engineer'-"
Ken Waido, Acting Planning Director
M&I consulting engineers
4710 S-Oh College Ave. -Fort Coil ins, Colorado 80525
Telephone (303) 226-2323
May 3, 1982
City of Fort Collins
P. 0. Box 580
Fort Collins, CO 80522
ATTN: Storm Drainage Division (Phil Waite)
RE: Collindale Recreational Facility
Dear Sir:
Enclosed please find a copy of a letter from our office to you
dated March 5, 1982. As stated in this letter, we are utilizing
the existing combined storm drainage facilities of Collindale area
and the Southmoor Village East development. This is in accordance
with the drainage concept as approved in the initial development
stages of the Collindale project.
We are requesting a variance regarding the on -site detention for
this site. This variance was granted for the Collindale project and
we are conforming to those conditions for this phase.
Should there be comments or questions concerning this please contact
me.
Very truly yours,
M & I, INC.
Robert S. Crumb
am .'�44chols �.E.-L.S.
JMN/ms
Enclosure
(.IIY 01 10I (:OI LINS P.O. Box 580, Fort Collins, Colorado 80522 Ph 303 484-4220 Ext. 728
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ENGINEERING DIVISION
May 5, 1982
Mr. Robert S. Crumb
M & I Consulting Engineers
4710 South College Avenue
Fort Collins, Colorado 80525
Dear Mr. Crumb,
Regarding your request for a variance in the detention requirements
for the Collindale Recreational Facility, I have the following com-
ments.
Due to the fact that the existing drainage facilities located
in the Southmoor Village East and Collindale areas have been
designed and built to accept the initial and major storm run-
off from this site, and that stormwater detention for all of
the Collindale area including the recreational facility is
included in the Southmoor Village development, I can see no
problem with your request.
A variance in the detention requirements for the Collindale Recrea-
tional Facility is hereby granted provided the final finished grad-
ing of the site does not create any erosion or inconvenience to
offsite areas due to point discharges.
Sincerely,
Robert W. Smith
Assistant City Engineer - Storm Drainage
ter°
r
CIIY OF h0121 COLLIN(i P.O. Box 580, Fort Collins, Colorado 80522 Ph 303) 484-4220 Ext. 728
Q
ENGINEERING DIVISION
June 16, 1982
George Weitzel
Weitzel & Sons Excavating
225 Soutl'n Taft Hill mad
Fort Collins, Colorado 80521
RE: Collindale Recreation
Center
Dear George:
This is to inform you that the sanitary sewer main installed
to date by your firm in the Collindale Recreation Center has
been inspected and accepted by the City pending the normal
contractor warranty period.
Sincerely,
Rodney Albers
Construction Inspector
cc: Craig Farver