HomeMy WebLinkAbout2469 Forecastle Dr - Special Inspections/Engineering - 10/20/20110 90 1 Q-
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TOTAL ENGINEERING SERVICE, INC.
1601 37" ST. • EVANS, COLORADO 80620. • 970-330-1071 • FAX 970-330-1252
October 20, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20t' Street
Building L, Suite 200
Greeley, CO 80634
Re: 2469 Forcastle Drive
Maple Hill Subdivision
Dear Jeff:
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 silty sand, which is similar to those soils described in the.
Preliminary Subsurface Exploration Report, Maple Hill Subdivision, prepared by Earth
Engineering Consultants, Inc, EEC project number 1002250 and dated January 19, 2001.
TES did not encounter groundwater within two feet of the proposed footing elevation. The
soils supporting the footings will be a 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 Subsurface Exploration
Report.
Please contact me if you have any questions concerning. this matter.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
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Tom Cope, .E.
President
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TOTAL ENGINEERING SERVICE, INC.
1601 37th ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
October 21, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Footing and Foundation Observation
2469 Forecastle Drive
Maple Hill 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 property and found them
to be in substantial compliance with the design drawings prepared for this structure. The
" Wer 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 footings were observed on
October 20, 2011 and the foundation walls were observed on October 21, 2011.
Please give me a call if you have any questions.
Sincerely,
WaX10----
Tom Cope, P.E.
President
06--300
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TOTAL ENGINEERING SERVICE, INC.
1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
October 24, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Foundation Damp proofing
2469 Forecastle Drive
Maple Hill Subdivision
Fort Collins, Colo.
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,
"A� z ge
Tom Cope, P.E.
President
06-300
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TQTAL ENGINEERING SERVICE, INC.
160137t" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
October 27, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Foundation Subsurface Drainage System
2469 Forecastle Drive
Maple Hill Subdivision
Fort Gollins, Colo. �
Dear Jeff:
As requested, Totai 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,
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TOTAL ENGINEERING SERVICE, INC.
1fi01 37t�' ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330•1252
November 4, 2011
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bidg L, Ste. 200
Greeley, CO 80634
RE: Interior Slab Observation
2469 Forecastle Drive
Maple Hill Subdivision, Fort Cnllins, Colo.
Dear Jeff:
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 �repared for this structure at the date af the inspec#ion.
Please give me a call if you have any questions.
Sincerely, ��1�$�„p,�����
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