HomeMy WebLinkAbout2350 Nancy Gray Ave - Special Inspections/Engineering - 03/20/2017March 20, 2017
Bellisimo, Inc.
3702 Manhattan Avenue, Suite 201
Fort Collins, Colorado 80526
Attn: Mr. Nico Campana (ncampana(a),bellisimoinc.com)
Re: Foundation Drain and Damp Proofing Observation
Lot 5, Block 6 - Bucking Horse
Fort Collins, Colorado
EEC Project No. 13-01-344
Mr. Campana:
EARTH
ENGINEERING
COMPANY, INC.
As requested, Earth Engineering Company, Inc. (EEC) personnel have completed the construction
observation services you requested for the referenced project. Those services included
observations of the foundation drain placement and damp proofing at the referenced lot. The results
of those observations are included with this report.
On March 17th, 2016, EEC personnel observed the foundation drain for the referenced project. The
foundation drain consisted of 4-inch flexible perforated pipe placed around the below grade
exterior perimeter of the structure and appeared to slope to drain toward a sump pit in the basement.
The perimeter drain was covered with gravel and filter fabric. The damp proofing consisted of grey
spray-on coating that appeared to cover all exterior below grade areas of the basement walls.
We appreciate the opportunity to be of service to you on this project. If you have any questions
regarding this report, or if we can be of further service to you in any way, please do not hesitate to
contact us.
Very truly yours,
Earth Engineering Company, Inc.
P.O. Box 271428, Fort Collins, CO 80527...,. ___ phone : 970 .775 .2004 fa x : 970 .663.0282
March 16, 2017
Bellisimo Inc.
3702 Manhattan Ave., Suite 201
Fort Collins, CO 80526
Observation Report
Project:
Location:
TDSE Project No.:
Sorrel, Lot 5 Block 6
2350 Nancy Gray Ave., Fort Collins, Colorado
15-019
Observation Dates: March gth and 13th, 2017
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TD 5TRUCITU R;A.L
ENGINBERING INC
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Plans/Details: Plans by TD Structural Engineering Inc. dated 2128/9-11 2017
Items Observed: footing and foundation sizes, and Ufer
Notes:
Observations indicate the footing and foundation sizes and reinforcing are in substantial
conformance with the plans as noted above. The electrodes (Ufer) have been placed in
substantial conformance with the recommendations by NEC. ~ .r... rn::r.D.'i":~
Sincerely,
~;;4.ssociate .::Engineer ,=~~;5M
TD Structural Engineering Inc.
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Wendy Thomas Dwora '%( ~--".4:-t:;
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TD Structural Engineering, Inc. I 2909 Oxford Ct., Fort Collins, CO 80525 I 970.372.1140 I www.tdstructural.com