HomeMy WebLinkAbout2557 Maple Hill Dr - Special Inspections/Engineering - 02/28/2014Architecture Materials Testing
Structural R M Forensic
Geotechnical Civil/Planning
ROCKY MOUNTAIN GROUP
Job No. 141767
February 28, 2014
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Foundation Damp Proofing
2557 Maple Hill Dr
Lot 22, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
As requested, personnel of Rocky Mountain 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 February 28, 2014.
Should you have questions, please feel free to contact our office.
Cordially,
&-Z33/5/14
24995
Fs�. .
Thomas M. Cope, P.E.
Professional Engineer
Southern Office: Central Office: Northern Office: Monument: 719.488.2145
Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Woodland Park: 719.687.6077
719.548.0600 303.688.9475 970.330.1071 Erbil/Kurdistan Iraq: 0750 192 99 44
Ulaanbaatar, Mongolia: 976 99106671
www.rmgengineers.com
Architecture Materials Testing
Structural R M Forensic
Geotechnical Civil/Planning
ROCKY MOUNTAIN GROUP
Job No. 141767
February 28, 2014
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Foundation Subsurface Drain Observation
2557 Maple Hill Dr
Lot 22, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
As requested, personnel of Rocky Mountain Group (RMG) observed the foundation subsurface
drainage pipe and sump pit perimeter drain system on February 28, 2014. 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,
Thomas M. Cope, P.E.
Professional Engineer
Southern Office :
Central Office:
Northern Office:
Monument: 719.488.2145
Colorado Springs, Co 80918
Englewood, CO 80112
Evans, CO 80620
Woodland Park: 719,687.6077
719.548.0600
303.688.9475
970.330.1071
ErbiUKurdistan Iraq: 0750 192 99 44
Ulaanbaatar, Mongolia: 976 99106671
www.rmgengineers.com
Architecture
Structural
Geotechnical
ROCKY MOUNTAIN GROUP
Job No. 141767
February 21, 2014
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Footing and Foundation Observation
2557 Maple Hill Dr
Lot 22, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
Materials Testing
Forensic
Civil/Planning
As requested, personnel of Rocky Mountain 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 February 20, 2014 and the foundation walls were
observed on February 21, 2014.
Should you have questions, please feel free to contact our office.
Cordially,
Thomas M. Cope, P.E.
Professional Engineer
dD REGI.sT
CS .- 2/26/14
24995
..............
Southern Office:
Central Office:
Northern Office:
Monument: 719.488.2145
Colorado Springs, CO 80918
Englewood, CO 80112
Evans, CO 80620
Woodland Park: 719.687.6077
719.548.0600
303.688.9475
970.330,1071
Erbil/KurdistanIraq: 07501929944
Ulaanbaatar, Mongolia: 976 99106671
www.rntgengineers.com
Architecture Materials Testing
Structural M Forensic
Geotechnical Civil/Planning
ROCKY MOUNTAIN GROUP
Job No. 141767
February 19, 2014
Journey Homes, Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Open Excavation Observation
2557 Maple Hill Dr
Lot 22, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
Rocky Mountain 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
February 19, 2014.
The footings were excavated to the silty sand, which is similar to those soils described in the
Subsurface Soil Investigation, Maple Hill Subdivision — Final Geotech, Fort Collins, Colorado,
prepared by RMG Engineers Group, RMG Job No. 139242 and dated September 30, 2013.
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 Subsurface Soil Investigation.
Should you have questions, please feel free to contact our office.
Cordially,
y,�.A•S••M • .�+
24995
j.
�Fo, .........,�
Thomas M. Cope, P.E.
Professional Engineer
Southern Office:
Central Office:
Northern Office:
Monument: 719.488.2145
Colorado Springs, CO 80918
Englewood, CO 80112
Evans, CO 80620
Woodland Park: 719.687.6077
719,548.0600
303.688.9475
970.330.1071
Erbil/Kurdistan Iraq: 0750 192 99 44
Ulaanbaatar, Mongolia: 976 99106671
www.rmgengincers.com