HomeMy WebLinkAboutMINI MART PUD - Filed GC-GENERAL CORRESPONDENCE - 2004-08-17RAYMOND S. HALE
DAVE WILLIAMS
ERIC A. PETERSON
DAVID S. POWER
CYNTHIA A. LOVE
ZACHARY G. WILSON
June 21, 1984
HAND DELIVERY
HALE, WILLIAMS, PETERSON & POWER
ATTORNEYS AT LAW
MULBERRY WEST PROFESSIONAL OFFICES
425 WEST MULBERRY STREET, SUITE 112
FORT COLLINS, COLORADO 80521
(303) 4B 2-9J90
City of Fort Collins
Planning Department
300 LaPorte Avenue
Fort Collins, Colorado 80521
RE: Mini Mart P.U.D.
North College at Willox Lane
Ladies and Gentlemen:
This letter will form a supplement to the P.U.D. map for Mini
Mart P.U.D. at the above address. I have signed the Attorney's
Certificate on the P.U.D. Plat, stating that the Kamandys are the
owners of the. property. This is in fact correct.
In addition, you should be aware that the property is subject
to two (2) prior Deeds of Trust, one being in favor of Harold C.
Greager and Hazel D. Greager, dated December 14, 1981, and one in
favor of Northern Bank and Trust, also dated December 14, 1981.
These Deeds of Trust are currently in force and form valid liens
against the property at this time.
The contract between Mini Mart and the Kamandys requires that
the price for the property be paid in full at closing and that the
property be conveyed free and clear of any liens and encumbrances.
This means that the two ( 2 ) Deeds of Trust just mentioned will be paid
in full, and released, at the closing with Mini Mart.
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MEMORANDUM
TO:
Basil Hamdan
DATE:
July 20, 2001
FROM:
Herman Feissner
PROJ #:
FC0067
SUBJECT: Mini '.Mart Street Improvements
Dear Basil,
The following was prepared in response to the comments issued by Stormwater on May 8, 2001.
Question:
1. Please provide a drainage report (or letter) that describes the stormwater facilities at the site.
The letter should refer to the approved Willox Crossing and Mini Mart reports and describe
how they tie-in with this project. The letter should be signed and stamped by a professional
engineer.
Response:
A letter (Dated: November 24, 1999) was previously submitted to Donnie Dustin who was the
reviewer at the time. This letter described the proposed drainage improvements. A revised copy
accompanies a copy of this original letter.
Question:
2. Please explain how the inlet was sized (i.e., how much flow is coming to the inlet)? If
applicable, please refer to previous reports. Please submit information on the contributing
area to the inlet with calculations that show the flow rates to the inlet.
Response:
The aforementioned letter explains the size and relative capacity of the proposed 5' Type `R'
inlet that is shown along the North flowline of Willox Lane. The enclosed illustration (i.e.,
Figure 1) delineates the developed tributary area (i.e., Basin 1000).
Question:
3 Please provide a profile of the storm sewer on the plan that includes the 100-year HGL. The
drainage report should include any calculations.
MEMORANDUM i(cont.) Page 2
Response:
Per previous conversations with Glen Schlueter and Basil Hamden, Nolte Associates, Inc. added
a note in the drainage letter indicating that the proposed 5' Type `R' inlet and 12" RCP pipe on
Willox Court are not based on a drainage study but rather on existing conditions. The City of
Port Collins Stormwater Utility directed Nolte Associates, Inc. to replace the existing curb inlet
and connect it to the 24" RCP storm drainage line associated with the McDonalds project. The
outtall designed by R & R Engineers did not provide adequate cover to continue a 24" RCP.
Therefore, a 12" RCP extension is being proposed. A profile of the 12" RCP that Nolte
Associates, Inc. is proposing has been added to Sheet 2 of 3. The 100-year HGL has not been
shown on the profile because insufficient downstream information was available to
mathematically predict the 100-year HGL in the proposed 12" RCP.
Question:
4. Please show the existing gas line in Willox Lane on the plan.
Response:
The existing gas line has been added to the plans. Please refer to Sheet 2 of 2.
Question:
5. Please distinguish more clearly what exists and what is being built with this project.
Response:
The existing information is shaded (i.e., 24" RCP that R & R Engineering designed) and the
proposed information is shown in black (i.e., 12" RCP that Nolte Associates, Inc.). The plans
that were included with the last submittal were photocopies. The shaded linetypes do not clearly
show up on the photocopies. Original prints are included with this submittal. The shaded
linetypes show up on the original prints.
Question:
6. Please provide a manhole or junction box with access at the pipe transition from 12 to 24
inch.
Response:
In lieu of the eccentric reducer we have proposed an AMCOR Precast 2' x 2' Catch Basin and
H2O Precast Cover (No. 0200130 w/24" opening) at the pipe transition from 12" RCP to 24"
RCP.
7. If anything larger than 12-inch storm sewer will not fit with the required cover, then please
provide an elliptical 1 1 x 18-inch sewer pipe for stretch of 12-inch RCP.
MEMORANDUM (coat.)
Response:
Page 3
Currently, the smallest elliptical pipe available from local manufacturers (i.e., Carder Concrete
Products and CSR Hydroconduit) is 14" x 23", which is equivalent to an 18" circular diameter.
Therefore, we will continue to use 12" RCP to connect the existing 24" RCP to the 4' Type `R'
inlet that is being re -built. Glen Schlueter approved the use of 12" RCP under the
aforementioned circumstances.
Page 2
In light: of this fact, and of the fact that Mini Mart is signing
the Developer's Agreement which accompanies the Plat, I felt my
certification to be appropriate. I do, however, wish you to be aware
of the encumbrances just mentioned. Thank you.
Very truly yours,
Dave Williams
DW:kh
cc. Mini Mart
February 14, 1986
Mr. Dave Stringer
City of Fort Collins, Engineering
300 La Porte Avenue
Fort Collins, CO 80521
Dear Mr. Stringer:
Please consider this letter an acknowledgement by Mini
Mart of our responsibility to re -work the asphalt improvements
now in place in the city right of way and further, to apply a
final 2" lift of asphalt over the existing asphalt within the
present parking and drive areas.
An appropriate amount of money is being withheld from our
General Contractor's payment requests in order to accomplish
these tasks along with the landscaping funds.
This work is to be completed as soon as the weather permits
and we anticipate completion during the month of May at the
latest.
If you have any questions, please do not hesitate to call me.
Sincerely,
L_
Ter y Old 'eld
Sto Engineer
TO/pr
cc: Dave Kinskey
March 6, 1986
Mr. Craig Farvor
City of Fort Collins, Engineering
300 La Porte Avenue
Fort Collins, CO 80521
Dear Craig:
Please consider this letter as acknowledgement by Mini Mart of
our responsibility to complete certain off site improvements at our
site located at 1801 North College Avenue, Fort Collins, Colorado.
These improvements shall consist of completion of the widening
of College Avenue and transition to Willox Lane as shown on the
"College Avenue Plan and Profile, sheet 5 of 5" of the Mini Mart
P.U.D. plans.
This work shall be performed, weather permitting, shortly
after Flat iron's batch plants are operating this spring.
Craig, I hope this will fulfill your needs as discussed by
telephone March 4th. I would also like to express my thanks for
your assistance in obtaining our temporary certificate of
occupancy for this facility. We are looking forward to a successful
operation and are pleased to be a part of the sort Collins
community.
Should you require more information regarding this project,
please contact me in Casper.
Sjncerel
C'
er y 0 ield
St e Engineer
TO/pr
cc: Dave Kinskey
CITY OF FORT COLLINS
ENGINEERING SERVICES
August 12, 1986
Mini Mart, Inc.
Terry 01dfield
P.O. Box 3259
Casper, Wyoming 82602
Re: Mini Mart P.U.D.
Dear Terry.,
After making a routine inspection on the public right-of-way
improvements done on the Mini Mart site, I have found several
items that need attention.
Concrete sidewalk that was installed by the concrete contractor
adjacent: to the catch basin has cracked and fallen in.
i Several areas of asphalt installed by your asphalt contractor
are already showing signs of failure.
Please be informed that all of these areas are still under the
contractor's guarantee period and should be brought back up to
City standards as soon as possible.
I would be more than happy to meet with someone from your firm or
the sub -contractor's firm and show them the areas that need repair.
If I can be of further assistance, please contact me at 221-6605.
Sincerely,�
Craig Fa rver �-
Construction Inspector
cc
Lang -Murphy Concrete
Flatiron Paving
Dave Stringer
ENGINEEHING SERVICES 300 LaPorte Ave- P 0 Box 960 Fort Collins, Colorado 80522 • (303) 221-6605
Transpe tion Services
Engineering Department
City of Fort Collins
February 2, 1998
Mini Mart, Inc.
Attn.: Mr. Robert G. Fowels
P.O. Box 3259
Casper, Wyoming 82602
Re: Completion of roadway improvements to Willox Lane
Dear Mr. Fowels:
This letter is concerning the Fort Collins' Mini Mart at the intersection of North College Avenue and
Willox Lane. As you may be aware, the property to the immediate south of the Mini Mart
establishment was submitted to the City for review. Currently, the proposed development is to be
a combination of a McDonald's restaurant and an Amoco gas station. This project has been
progressing and moving forward. At this time the City is requiring the Developer to make the
necessary street improvements to both North College Avenue and Willox Lane to meet the current
street standards. The improvements will be completed along their property frontage including the
necessary offsite improvements the City feels imperative to make the street function safely.
After reviewing the development agreement for the Mini Mart PUD, it has come to my attention that
certain obligations still need acknowledged concerning the improvements along Willox Lane. The
portion of the development agreement that I am referencing is as follows:
The Developer agrees to complete the improvements to Willox Lane at the time the City
Engineer deems it necessary or agrees to participate in a Special Improvement District to
complete said improvements. The City agrees to repay the Developerfor oversizing Willox
Lane to arterial standards in lieu of local street standards in accordance with the Code of
the City of Fort Collins, Article 99-6.F.
At this time the City feels that completing the required improvements for the Mini Mart with the
improvements required for the proposed McDonald's development are necessary. These
improvements include, but notlimited to, curb, gutter, sidewalk, paving, design, streetwidening and
storm drainage. Please note that the street classification for Willox Lane is currently designated
as a minor arterial street which includes a 12 foot wide travel lane, a 12 wide foot continuous
right/left turn lane, an 8 foot wide bike lane, a 10 foot wide landscaped parkway and a 6 foot wide
sidewalk.
Currently R & R Engineers -Surveyors, Inc. are designing the improvements for Willox Lane. The
City is suggesting that you contact this firm at (303) 792-2846 and coordinate the design of Willox
Lane. The City feels that coordinating the design will produce a better product after the
improvements are completed.
281 North College Avenue • P.O. Gov 580 • Fort Collins, CO 80522-0580 • (970) 221-6605
If you should have any far questions or concerns, please do not hesitate to contact this office.
Sincere
Tim R. Blandford
Development Review Engineer
cc: Joel Tompkins, R & R Engineers -Surveyors, Inc.
Dave Stringer, Development Review Engineer Supervisor
Matt Baker, Street Oversizing Engineer
B E Y O N D E N G I N E E R I N G
November 24, 1999
rcno67
Dave Stringer
City of Fort Collins
1?ngineering Department
281 North College Avenue
Fort Collins, Colorado 80522
SUBJECT: Mini -Mart Variance Request
Dear Dave:
The purpose of this letter is to request a variance from City of Fort Collins Design Criteria
Standards for the proposed cross pan at the intersection of Willox Lane with Willox Court.
Section 1 .02.03.12 (c) requires minimum grade at the flowline of a crosspan to be 0.60%.
The proposed grade indicated on the attached improvement plan is 0.40%.
Reasons for this request include the following:
l . The drainage at the existing crosspan and adjacent area is poor.
2. Control in the area includes both the south end of the existing curb & gutter on the west
side of Willox Court and the existing storm inlet at the south end of the existing curb &
gutter on the east side of Willox Court.
3. The proposed construction which will include a new curb return on the east side, new
crosspan and the addition of a curb return on the west side will improve the existing
condition.
Sincerely,
Nolte Associates, Inc.
Robert Van Uffclen
project Manager
NOLTE ASSOCIATES, INC.
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NOLTE
B E TON D ENGINEER] N G
July 20, 2001
FC0067
Basil Harridan
City of Fort Collins Stormwater Utility
700 Wood Street
Fort Collins, Colorado 80521
SUBJECT: RE: Mini Mart P.U.D. - Proposed 5' Type'R' Inlet
Dear Basil:
The following drainage letter and attached calculations detail the drainage improvements associated with the
Mini Mart P.U.D.
The proposed drainage improvements include a 5' Type `R' inlet along the north curbline of Willox Lane and
approximately 84 If. of 12" RCP that will connect the existing curb inlet on the east flowline of Willox Court
to the existing 24" RCP outfall. At the direction of the City of Fort Collins Stormwater Utility, the existing
curb inlet will be replaced with a 5' Type `R' Curb Inlet. A drainage study was not completed to substantiate
the size of the replacement inlet and the 12" RCP connection to the existing 24" RCP.
Figure L Shows the developed tributary area (i.e., Basin 1000). The actual (calculated) capacity of the inlet is
4.4 cfs. This exceeds the 2-yr. (Q2=1.19 efs) and 100-yr. (Qloo=4.38 cfs) developed flow. In summary, the
proposed 5' inlet has sufficient capacity to accept developed runoff from Basin 1000.
I reviewed the approved Mini Mart final drainage report and found that none of the information contained
within the report was relevant to our current work. In addition, an effort was made to learn something about
the capacity of the storm drain system that we were proposing to release into. According to you, the proposed
system is plagued by problems that limit the capacity of the system. In brief, you were comfortable with
whatever flow that we were proposing to the release into the system.
If you have any further questions, please contact me at 419-1340.
Sincerely,
Nolte Associates, Inc.
Herman Feissner. E.I.T.
NOLTE ASSOCIATES, INC.
1901 i1AAPP POINT DRIVE, SUITE A
I-ONl COLL'NIS, (-O 00,25
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