HomeMy WebLinkAbout2501 Banbury Ln - Special Inspections/Engineering - 06/14/20138j3oaoys
RMG
NGINEERS
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www. rm gen gi n eers. co m
Job No. 138151
June 14, 2013
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Footing and Foundation Observation
2501 Banbury Ln
Lot 46, Maple Hill, Replat No. 4
Fort Collins, Colorado
Dear Larry:
U
H
As requested, personnel of RMG Engineers Group (RMG) observed the footing and foundation
formwork and reinforcing steel for the above referenced single family residential property and
found them to be in substantial compliance with the design drawings prepared by High Plains
Engineering & Design, LLC for this structure. The "Ufer" 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 June 13, 2013 and the foundation walls were
observed on June 14, 2013.
Should you have questions, please feel free to contact our office.
Cordially,
REGyS
6/18/13 `�%
24995
F' ..
Thomas M. Cope ss/ONAL �.
Professional Engineer
Southern Office:
Central Office:
Northern Office:
Colorado Springs, CO
Englewood, CO 80112
Evans, CO 80620
719.548.0600
303.688.9475
970.330.1071
Monument: 719.488.2145
Pueblo: 719.544.7750
Woodland Park: 719.687.6077
ENGINEERS
Job No. 138151
June 18, 2013
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Foundation Subsurface Drain Observation
2501 Banbury Ln
Lot 46, Maple Hill, Replat No. 4
Fort Collins, Colorado
Dear Larry:
As requested, personnel of RMG Engineers Group (RMG) observed the foundation subsurface
drainage pipe and sump pit perimeter drain system on June 18, 2013. RMG found it to be
complete and in substantial compliance with the design drawings prepared by High Plains
Engineering & Design, LLC for this structure at the date of this observation.
Should you have questions, please feel free to contact our office.
Cordially,
J M. c
i� 6/29/13
24995
Thomas M. Cope
Professional Engineer
Southern Office: Central Office: Northern Office:
Colorado Springs, CO Englewood, CO 80112 Evans, CO 80620
719.548.0600 303.688.9475 970.330.1071
Monument: 719.488.2145 Pueblo: 719.544.7750 Woodland Park 719.687.6077
Job No. 138151
June 17, 2013
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Foundation Damp Proofing
2501 Banbury Ln
Lot 46, Maple Hill, Replat No. 4
Fort Collins, Colorado
Dear Larry:
As requested, personnel of RMG Engineers Group (RMG) observed the foundation damp
proofing and found it to be complete and in substantial compliance with the design drawings
prepared by High Plains Engineering & Design, LLC for this structure at the date of the
inspection. The damp proof was observed on June 17, 2013.
Should you have questions, please feel free to contact our office.
Cordially,
Thomas M. Cope
Professional Engineer
Southern Office: Central Office: Northern Office:
Colorado Springs, CO Englewood, CO 80112 Evans, CO 80620
719.548.0600 303.688.9475 970.330.1071
Monument: 719.488.2145 Pueblo: 719.544,7750 Woodland Park: 719.687.6077
Structural • Geotechnical.
RMGn
ENGINEERS
www.rmgcngincers.com
Job No. 138151
June 7, 2013
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Open Excavation Observation
2501 Banbury Ln
Lot 46, Maple Hill, Replat No. 4
Fort Collins, Colorado
Dear Larry:
RMG Engineers Group (RMG) conducted a foundation excavation review for a single-family
residence under construction at the above -referenced site located in Fort Collins, Colorado on
June 7, 2013.
The footings were excavated to the clayey 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.
RMG did not encounter groundwater within three feet of the proposed footing elevation. The
soils supporting the footings will 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 Preliminary Subsurface Exploration
Report.
Should you have questions, please feel free to contact our office.
Cordially,
Thomas M. Cope
Professional Engineer
RE(3�s
���y►' 6/18/13
24995
;6NAL
Southern Office: Central Office: Northern Office:
Colorado Springs, CO Englewood, CO 80112 Evans, CO 80620
719.548.0600 303.688.9475 970.330.1071
Monument: 719.488.2145 Pueblo: 719.544,7750 Woodland Park: 719.687.6077