The URL can be used to link to this page

Home My WebLink About2402 Thoreau Dr - Special Inspections/Engineering - 11/29/2013�13as=� o-I •uccurei • Leozecnnicai. RMG NGINEE,RS www. rrn gengin eers. corn Job No. 141186 November 27, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Footing and Foundation Observation 2402 Thoreau Dr Lot 15, Block 21, Maple Hill, Final Plat Fort Collins, Colorado Dear Larry: Rebuildilg ,dlad F,.enrn�g-�...r w.ce.e� 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 26, 2013 and the foundation walls were observed on November 27, 2013. Should you have questions, please feel free to contact our office. Cordially, Thomas M. Cope Professional Engineer CA REGIS _24995 Olit ............ 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: RMGI ENGINEERS www.rtngengincers.com Job No. 141186 December 3, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Damp Proofing 2402 Thoreau Dr Lot 15, Block 21, Maple Hill, Final Plat Fort Collins, Colorado Dear Larry: VRFbuiIdjpg B:neYf S:rr:e.cenXF4�wi,�.. 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, vo REG�sl . 12/18/13 24995 Thomas M. Cope S��NAI E Professional Engineer Southern Office: Central Office: Colorado Springs, CO Englewood, CO 80112 719.548.0600 303.688.9475 Monument: 719.488.2145 Pueblo: 719.544.7750 Northern Office: Evans, CO 80620 970.330.1071 Woodland Park: 719.687.6077 • Structural • Gectechnical RMG ENGINEERS M www.rmgengineers.com Job No. 141186 December 13, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Subsurface Drain Observation 2402 Thoreau Dr Lot 15, Block 21, Maple Hill, Final Plat Fort Collins, Colorado Dear Larry: NBA As requested, personnel of RMG Engineers Group (RMG) observed the foundation subsurface drainage pipe and sump pit perimeter drain system on December 13, 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, RE(3/ 4.24995 12/18/13� Thomas M. Cope ZONAL E 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 ructurai • Geotechnical. Rpbuddinp RMG 'COfidf7tldtttlS�. Bfmiv Lerc rtrp Kmersg4»wx:xa NG'INEERS www.mgengineers.com Job No. 141186 November 21, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Open Excavation Observation 2402 Thoreau Dr Lot 15, 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 21, 2013. The footings were excavated to the silty clayey 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 REGrs 11/23/13(:�6 I 24995 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