HomeMy WebLinkAboutCLARENDON HILLS FIFTH - Filed GC-GENERAL CORRESPONDENCE - 2003-07-314700 South College Avenue
Fort Collins, Colorado 80525_:zua
Telephone 226-3104 -- 669-4321
Jim Nelson Construction, Inc
3212 AiumbauE!h Ct.
Fort Collins, CO 8C 2
(970) 225-0495
Fax 1,970) 225-0855
September 6, 1995
Kerrie Ash.beck
Planninq Department
Citv of Fort. Collins
281 North College .Avenue
Fort Collins, Colorado 80521
RE: 5407 H4" dale Court
Lot 9, _74 __fth Filing, Clarendon Hills
Dear Ms. A.sh:.eck,
This letter is a follow up to our telephone conversations
with yourself and Ms. Schlueter rec_ardina_ the above
mentioned property.
At the time this home was being laid out on the lot,
apparently the wrong property pin was used and as a result
the structure is encroaching approximately 618" into the
south drainace and utility easement, as shown on the
enclosed Improvement Certificate.
As per instr-actions from Mr. Schlueter, we are writing this
letter to request a "vacation of easement".
Thank you for your time and effort in processing this
request, we greatly appreciate any expediting of this
request that is possible as we have a sale pending.
Sincerely,
a
W. am es Nelson
Jim Nelson Construction, Inc.
Enclosure
"Our F amity Building For lbur Family"
Larry d. Clark, PE
Consulting Engineering
1244 Solstice Lane, Fort Collins, CO 80525
August 15, 1991
Clarendon Hills Associates
c/o Gary E. Nordick
Nordic Construction & Development, Inc.
309 W. Harmony Road
Fort Collins, CO 80526
RE: Letter of Agreement
Dear Mr. Nordick:
(303) 482-1486
This letter of agreement is to confirm with Clarendon Hills
Associates the engineering services requested by Dennis Donovan
of Land Development Services. We have been contracted to perform
a pavement investigation on a portion of South Shields Road.
Limits of the investigation is from one-half mile south of
Harmony Road to Fossil Creek Drive. Purpose of the investigation
is to utilize nondestructive deflection tests (NDT) to evaluate
the existing pavement strength. Tests will be performed at 50-
foot intervals along the outside wheel path of both the north and
south bound lanes. Over 110 locations will be tested. The NDT
results will be evaluated and pavement remedial recommendations
developed and presented in a report. Total cost of this service
is $2,200.
It has been agreed that Mr. Donovan will provide the following
information needed for the evaluation:
Average Daily Traffic,
Percent heavy trucks using the road,
Percent growth factor over the desired design period,
Desired design period for analysis,
18-kip Equivalent Single -Axle Load (ESAL)
Existing pavement structural section thicknesses, and
Plan view of the project.
With no delay in obtaining the needed information, the pavement
evaluation report will be issued before the end of August.
If this letter of agreement meets your approval please sign, date
and return an original to me. I appreciated the opportunity to
be of service on this project.
Gary E. Nordick
Date
`Larry lark
Date
SOUTH SHIELDS ROAD
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Figure 1 DSM RESULTS
ENGINEERING DEPT. NOTE:
THIS REPRESENTS THE BEST
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FROM VERY POOR QUALITY
ORIGINALS
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