HomeMy WebLinkAbout550 San Juan Dr - Special Inspections/Engineering - 05/09/2012;F
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TOTAL ENGINEERING SERVICE, INC.
1601 371h ST. • EVANS, COLORADO 80620 . 970-330-1071 • FAX 970-330-1252
May 9, 2012
Mr. Jeff Demaske
J & J Construction of Northern Colorado
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Compaction of Fill Review
550 San Juan Drive
Provincetowne, 3rd Filing
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering Service's staff observed the compacted fill placed in the over -
excavated foundation excavation. We visually found the fill to be complete and in substantial
compliance with the recommendations of the foundation excavation observation letter dated
May 9, 2012.
Please give me a call if you have any questions.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
71oz; 4ae
Tom Cope, P.E.
President
12-105
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TOTAL ENGINEERING SERVICE, INC.
1601 37`h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
May 23, 2012
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Interior Slab Observation
550 San Juan Drive
Provincetowne — 3'd Filing
Fort Collins, Colorado
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 prepared for this structure at the date of the inspection.
Please give me a call if you have any questions.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
24995
Tom Cope, P.E.
President
12-105
T
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4E
TOTAL ENGINEERING SERVICE, INC.
1601 371h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
May 9, 2012
Mr. Jeff Demaske
J & J Construction of Northern Colorado
7251 W. 20th Street
Building L, Suite 200
Greeley, CO 80634
Re: 550 San Juan Drive
Provincetowne — 3rd Filing
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 Fort Collins,
Colorado.
The footings were excavated to a layer of moderately expansive sandy silty clay material,
which is similar to those soils described in the Final Geotechnical Exploration Report,
Provincetowne Subdivision, Third Filing, Phase 1, Fort Collins, Colorado, prepared by Total
Engineering Service, Inc. and dated January 30, 2012.
The footings need to be over excavated a minimum four feet (4') in depth. The expansive clay
soils should be replaced with well compacted structural fill. TES did not encounter
groundwater within three feet of the proposed footing elevation. The soils supporting the
footings will then be a low expansive material. Based on the soil conditions encountered
within three feet of the footing level, a continuous spread footing may be designed and
constructed in accordance to the above mentioned Final Geotechnical Exploration Report.
Please contact me if you have any questions concerning this matter.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
Tom Cope, P.E.
President
12-105 I WO
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4**1TOTAL ENGINEERING SERVICE, INC.
1601 37th ST. • EVANS, COLORADO 80620 9 970-330-1071 • FAX 970-330-1252
May 11, 2012
Mr. Jeff Demaske
J & J Construction of Northern Colorado
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Footing and Foundation Observation
550 San Juan Drive
Provincetowne — 3`d Filing
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 May
9, 2012 and the foundation walls were observed on May 11, 2012.
Please give me a call if you have any questions.
Sincerely,
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Tom Cope, P.E.
President
12-105
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TOTAL ENGINEERING SERVICE, INC.
1601 371h ST. • EVANS, COLORADO 80620 . 970-330-1071 • FAX 970-330-1252
May 16, 2012
Mr. Jeff Demaske
JW Construction of Northern Colorado
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Foundation Damp Proofing
550 San Juan Drive
Provincetowne — 3`d Filing
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 the inspection.
Please give me a call if you have any questions.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
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Tom Cope, P.E.
President
12-105
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TOTAL ENGINEERING SERVICE, INC.
1601 37 h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1262
May 21, 2012
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th Street
Building L, Suite 200
Greeley, CO 80634
Re: Foundation Subsurface Drainage System
550 San Juan Drive
Provincetowne — 3ro Filing
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering Service (TES) staff observed the foundation subsurface
drainage pipe and sump pit perimeter drain system. TES 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,
TOTAL ENGINEERING SERVICE, INC.
Tom Cope, P.E.
President
12-105
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