HomeMy WebLinkAbout945 Snowy Plain Rd - Special Inspections/Engineering - 03/07/2014March 7, 2014
Shadow Creek Homes, LLC
P.O. Box 350909
Westminster, Colorado 80035-0909
Attn: Mr. Toby Terhune
Re: Foundation Drain and Damp Proofing Observation
945 Snowy Plain Road
Fort Collins, Colorado
EEC Project No. 13-01-386
Mr. Terhune:
EEC,;
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
address. The results of those observations are included with this report.
On December 9, 2013, EEC personnel observed the foundation drain for the referenced project.
The foundation drain consisted of flinch perforated pipe overlying a plastic liner and bedded in
gravel around the below grade exterior perimeter of the structure. The gravel was covered with
filter fabric. Various locations were spot checked and measured from the top of the footing to
determine slope and the drain appeared to slope toward the basement sump pit. The damp
proofing consisted of a grey spray -on coating that appeared to cover all exterior below grade
living 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.
Michael J. Coley, P.E.
Principal Engineer
cc: Mr. Mike Steinmetz (mstein 92592(@yahoo.com
P.O. Box 271428 P.O. Box 49322
FORT COLLINS, COLORADO 80527- 1 428 COLORADO SPRINGS, COLORADO 80949-9322
(970) 224- 1 522 (FAX) 663-0282 (7 19) 442-68 1 3 (FAX) 447-9635
[\�E EC
EARTH ENGINEERING
COMPANY, INc.
March 7, 2014
Shadow Creek Homes, LLC
P.O. Box 350909
Westminster, Colorado 80035-0909
Attn: Mr. Toby Terhune
Re: Wall Steel Reinforcement Observation
945 Snowy Plain Road
Fort Collins, Colorado
EEC Project No. 13-01-386
Mr. Terhune:
Earth Engineering Company, Inc. (EEC) personnel have completed the construction
observation services you requested for the referenced project. Those services included an
observation of foundation wall reinforcement steel for the referenced residence. The
results of the observations completed by EEC personnel are included with this report.
On December 2, 2013, EEC personnel observed the reinforcing steel for the foundation
walls for the referenced residence. The reinforcing steel observed at the garage,
crawlspace, porch and basement foundation walls consisted of two #4 bars placed
horizontally at the top and bottom of the foundation walls. One #4 bar was placed
vertically and horizontally at approximately 20 inches on -center throughout the length
and height of the porch and basement walls. Lap lengths observed were checked and
appeared to meet the minimum required lengths. The Uffer grounding rod consisted of a
single piece of #4 rebar which extended horizontally at the base of the wall forms and
then vertically for the full height of the forms and extended approximately I foot above
the full height of the foundation wall at the northeast area of the basement.
P.O. Box 271428 P.O. Box 49322
FORT COLLINS. COLORADo 80527- 1 428 COLORADO SPRINGS, COLORADO 80949-9322
(970) 224-1522 (FAx) 553-0282 (719) 442-6813 (FAx) 447-9635
EEC Project No. 13-01-386
March 7, 2014
Page 2
Earth Engineering Company, Inc.
At the time of our observations, it appeared that the wall reinforcing steel had been
placed in general accordance with the construction plans prepared by Cobb Associates
(Job No. 111000452) dated October 9, 2013.
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.
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Michael J. Co ey, P.E.
Principal Engineer
MJC/dla
cc: Mike Steinmetz (mstein 92592@a yahoo.com)
E_EC
EARTH ENGINEERING
COMPANY, INC.
March 7, 2014
Shadow Creek Homes, LLC
P.O. Box 350909
Westminster, Colorado 80035-0909
Attn: Mr. Toby Terhune (tobytnnshadowcreekhomes.net)
Re: Foundation Footing Observation
945 Snowy Plain Road
Fort Collins, Colorado
EEC Project No. 13-01-386
Mr. Terhune:
Earth Engineering Company, Inc. (EEC) personnel have completed the construction
observation services you requested for the referenced project. Those services included an
observation of the foundation footing dimensions placed for the referenced address. The
results of the site observations completed by EEC personnel are included with this report.
On November 27, 2013, EEC personnel observed footing foundation widths. for the
foundation footings for the above referenced single-family residence. The garage and
crawlspace footings were approximately 16 inches wide at various locations. The
basement footings were approximately 16 and 30 inches wide at various locations. The
crawlspace pad was approximately 20 inches by 20 inches by 10 inches thick and the
garage pad was approximately 28 inches by 28 inches by 10 inches thick. Pad rebar
placement was not observed and will be placed prior to concrete placement.
At the time of our observations, it appeared that the foundation footing dimensions had
been placed in general accordance with the construction plans prepared by Cobb
Associates (Job No. 111000452), dated October 9, 2013.
P.O. Box 271428 P.O. Box 49322
FORT COLLINS. COLORADO 80527- 1 428 COLORADO SPRINGS, COLORADO 80949-9322
(970) 224- 1 522 (FAX) 653-0282 (7 1 9) 442-68 1 3 (FAX) 447.9635
Earth Engineering company. Inc.
EEC Project No. 13-01-386
March 7, 2014
Page 2
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.
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Michael J. Colby, P.E.
Principal Engineer
MJC/dla
cc: Mike Steinmetz (mstein 92592@3L4hoo.com)