HomeMy WebLinkAbout944 CAMPFIRE DR - SPECIAL INSPECTIONS - 12/15/2011T
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TOTAL ENGINEERING SERVICE, INC.
1601 371h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
December 15, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20`h Street
Building L, Suite 200
Greeley, CO 80634
Re: 944 Campfire Drive
Trailhead Subdivision
Dear Jeff:
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Total Engineering Service, Inc. (TES) conducted a foundation excavation review for a single-
family residence under construction at the above -referenced site located in Ft Collins,
Colorado.
The footings were excavated to the sandy silty clay, which is similar to those soils described in
the Preliminary Geotechnical Recommendations Report, Proposed Trail Head Development,
prepared by Ground Engineering Consultants, Inc, job number 03-0132 and dated December
8, 2003.
TES did not encounter groundwater within two feet of the proposed footing elevation. The
soils supporting the footings will be a fairly low expansive material. Based on the soil
conditions encountered within two feet of the footing level, a continuous spread footing may be
designed and constructed in accordance to the above mentioned Preliminary Geotechnical
Recommendations Report.
Please contact me if you have any questions concerning this matter.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
Tom Cope, P.E.
President
11-126
24995
AT
E S
TOTAL ENGINEERING SERVICE:, INC.
1601 37th ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
December 19, 2011
Mr. Jeff Demaske
Journey Homes, LLC , cJ
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Footing and Foundation Observation
944 Campfire Drive
Trailhead Subdivision
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering Service, Inc. staff observed the footing and foundation
formwork and reinforcing steel for the subject single family residential prop arty and found them
to be in substantial compliance with the design drawings prepared for this structure. The
"Lifer" electrical ground system was placed in the footing and meet the requirements of Article
250.52(A)(3) of the 2008 National Electrical Code (NEC). The footing:; were observed on
December 17, 2011 and the foundation walls were observed on Decembe~ 19, 2011.
Please give me a call if you have any questions.
Sincerely,
=x/
Tom Cope, P.E.
President
11-126
T
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4E
TOTAL ENGINEERING SERVICE, INC.
1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
December 26, 2011
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Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Foundation Subsurface Drainage System
944 Campfire Drive
Trailhead Subdivision
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering staff observed the foundation subsurface drainage pipe and
sump system and found it to be complete and in substantial compliance with the design
drawings prepared for this structure at the date of this observation.
Please give me a call if you have any questions.
Sincerely,
;7�- ''
Tom Cope, P.E.
President
11-126
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T
E S
k
TOTAL ENGINEERING SERVICE, INC.
1601 37" ST. • EVANS, COLORADO 80620 . 970-330-1071 • FAX 970-330-1252
December 26, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Foundation Damp proofing
944 Campfire Drive
Trailhead Subdivision
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering staff observed the foundation damp proofing and found it to
be complete and in substantial compliance with the design drawings prepared for this structure
at the date of this inspection.
Please give me a call if you have any questions.
Sincerely,
epu�aseurtrrr�y
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Tom Co e, P.E. r 24995
President = /
11-126
T
E S
1601 371h ST
TOTAL ENGINEERING SERVICE, INC.
• EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
December 29, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Interior Slab Observation
944 Campfire Drive
Trailhead Subdivision
Fort Collins, Colorado
Dear Jeff:
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As requested, Total Engineering staff observed the placement of reinforcing steel in the
interior slabs and found them to be complete and in substantial compliance with the design
drawings prepared for this structure at the date of the inspection.
Please give me a call if you have any questions.
Sincerely,
G 24995 / x
Tom Cope, P.E.
President
11-126