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Home My WebLink About2244 Bar Harbor Dr - Special Inspections/Engineering - 04/02/2014Architecture Materials Testing Structural l �� Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP Job No. 142081 April 2, 2014 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Footing and Foundation Observation 2244 Bar Harbor Dr Lot 5, Block 27, Maple Hill, Final Plat Fort Collins, Colorado Dear Larry: 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 April 1, 2014 and the foundation walls were observed on April 2, 2014. Should you have questions, please feel free to contact our office. Cordially, OARED 5/4/14 24995 Thomas M. Cope, P.E. fQNAL 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 Olaanbaatar, Mongolia: 976 99106671 www.rntgengincers.com Architecture Materials Testing Structural R i- Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP Job No. 142081 April 3, 2014 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Damp Proofing 2244 Bar Harbor Dr Lot 5, Block 27, 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 April 3, 2014. Should you have questions, please feel free to contact our office. Cordially, �4/23/14p', 24995 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. rmgenginee rs.co m Architecture Materials Testing Structural i Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP Job No. 142081 April 15, 2014 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Subsurface Drain Observation 2244 Bar Harbor Dr Lot 5, Block 27, 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 April 15, 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, REG/ M. . �.�4/23/14 -p 24995 m, Thomas M. Cope, P.E. `S�QNAL 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 vnvw. rmge ngi neers.c om Architecture Materials Testing Structural Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP Job No. 142081 April 1, 2014 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Open Excavation Observation 2244 Bar Harbor Dr Lot 5, Block 27, 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 April 1, 2014. The footings were excavated to the clayey sandy silt, 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, Thomas M. Cope, P.E. Professional Engineer REG � 4/23/14 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/Kurdistan Iraq: 0750 192 99 44 Ulaanbaatar, Mongolia: 976 99106671 www.rmgengineers.com