HomeMy WebLinkAbout834 Crooked Creek Way - Special Inspections/Engineering - 05/08/2013f�I3e�ol9-3
May 8, 2013
Shadow Creek Homes, LLC
P.O. Box 350909
Westminster, Colorado 80035-0909
Attn: Mr. Toby Terhune
Re: Foundation Drain and Damp Proofing Observation
834 Crooked Creek Way
Fort Collins, Colorado
EEC Project No. 13-01-021
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 February 18, 2013, EEC personnel observed the foundation drain for the referenced project.
The foundation drain consisted of 4-inch 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.
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Michael J. Coley, P.E.
Principal Engineer
cc: Mike Steinmetz (instein 92592(&vahoo.com)
P.O. Box 271 428 P.O. BOX 49322
FORT COLLINS, COLORADO 80527- 1 428 COLORADO SPRINGS, COLORADO 80949-9322
(970) 224-1522 (FAX) 563-0282 (719) 442-6813 (FAX) 447-9635
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May 8, 2013
Shadow Creek Homes, LLC
P.O. Box 350909
Westminster, Colorado 80035-0909
Attn: Mr. Toby Terhune
Re: Wall Steel Reinforcement Observation
Lot 11, Block 3—Provincetowne
834 Crooked Creek Way
Fort Collins, Colorado
EEC Project No. 13-01-021
Mr. Terhune:
EARTH ENGINEERING
COMPANY, INC.
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 February 13, 2013, EEC personnel observed the reinforcing steel for the foundation
walls -for the referenced residence. The reinforcing steel observed at the garage
foundation walls consisted of two #4 bars placed horizontally at the top and bottom of the
walls along with one #4 dowel bar placed vertically at approximately 18 inches on -center
throughout the length of the walls. The reinforcing steel observed at the 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 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 1 foot above the full height of the foundation wall at
the side area of the garage.
P.O. Box 271428 P.O. Box 49322
FORT COLLINS, COLORADO 80527- 1 428 COLORADO SPRINGS, COLORADO 80949-9322
(970) 224-1522 (FAX) 663-0282 (719) 442-6813 (FAX) 447-9635
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. Earth Engineering Company, Inc.
EEC Project No. 13-01-021
May 8, 2013
Page 2
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. 111300010) dated January 8, 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,
EarthEngineeringCompany, Inc.
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Michael J. C ey, E.
Principal Engineer
MJC/dla
cc: Mike Steinmetz (mstein 92592CcDyahoo.com)
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..EEC:
EARTH ENGINEERING
COMPANY, INC.
May 8, 2013
Shadow Creek Homes, LLC
P.O. Box 350909
Westminster, Colorado 80035-0909
Attn: Mr. Toby Terhune
Re: Foundation Footing Observation
Lot 11, Block 3 — Provincetowne
834 Crooked Creek Way
Fort Collins, Colorado
EEC Project No. 13-01-021
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 February 7, 2013, EEC personnel observed footing foundation widths for the
foundation footings for the above referenced single-family residence. The garage,
crawlspace and basement footings were approximately 16 and 30 inches wide at various
locations.
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. 111300010), dated January 8, 2013.
P.O. Box 271428 P.O. Box 49322
FORT COLLINS. COLORADO 80527- 1 428 COLORADO 5PRINGS. COLORADO 80949-9322
(970) 224-1522 (FAX) 553-0282 (719) 442-6813 (FAx) 447-9635
"T
Earth Engineering Company, Inc.
EEC Project No. 13-01-021
May 8, 2013
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. Coley, P.E.
Principal Engineer
MJC/dla
cc: Mike Steinmetz (mstein 92592Cyahoo.com)