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Home My WebLink About2326 Thoreau Dr - Special Inspections/Engineering - 11/29/2013RMG ENG1,N.EER.S Job No. 141172 November 29, 2013 J & J Construction of N. Colorado 7251 W. 20th St, L-200 Greeley, CO 80634 Re: Footing and Foundation Observation 2326 Thoreau Dr Lot 12, Block 21, Maple Hill, Final Plat Fort Collins, Colorado Dear Larry: R?.itt =�fonur fita.k r,rertrr. Ae.cvarYNs+p.,H,<r. 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 November 27, 2013 and the foundation walls were observed on November 29, 2013. Should you have questions, please feel free to contact our office. Cordially, REG�/11 s 12/3/13 24995 Thomas M. Cope TONAL 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. 141172 December 16, 2013 J & J Construction of N 7251 W. 20th St, L-200 Greeley, CO 80634 Colorado Structural s Geotechnicel: R atio eg RMG .�;� CQF72172LIditly Blaekrme,Uirc Nwovzry fkevvrm: ENGINEERS www.rmgengincers.com Re: Foundation Subsurface Drain Observation 2326 Thoreau Dr Lot 12, Block 21, Maple Hill, Final Plat 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 December 16, 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, p RE-�S ~fir 12/18/13`�' 24995 Thomas M. Cope ss�ONpl .� Professional Engineer 11 Nouthern URice: 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. 141172 December 3, 2013 J & J Construction of N 7251 W. 20th St, L-200 Greeley, CO 80634 r/ tructural Geotechcncal ,-RMG.. ENGINEERS' Colorado Re: Foundation Damp Proofing 2326 Thoreau Dr Lot 12, Block 21, Maple Hill, Final Plat Fort Collins, Colorado Dear Larry: �t%ttd.F72±d+ttd &�uiki •Fur Setans,y Reawrces 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 December 3, 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 -uctural • GeotechnicaO luildi4 .atyNG 7RMGINEERS www.rmgcngincers.com Job No. 141172 November 26, 2013 J & J Construction of N. Colorado 7251 W. 20th St, L-200 Greeley, CO 80634 Re: Open Excavation Observation 2326 Thoreau Dr Lot 12, Block 21, Maple Hill, Final Plat 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 November 26, 2013. The footings were excavated to the clayey 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, Thomas M. Cope Professional Engineer ��bpS,p REG/ &�4 11/27/13k' y2�4�y9y/95 m 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