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Home My WebLink About2542 Lynnhaven Ln - Special Inspections/Engineering - 06/07/2013RMG NG'I_NEERS Job No. 138147 June 7, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Footing and Foundation Observation 2542 Lynnhaven Ln Lot 69, Maple Hill, Replat No. 4 Fort Collins, Colorado Dear Larry: j�ortl inno�ory A do t t 1996 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 5, 2013 and the foundation walls were observed on June 7, 2013. Should you have questions, please feel free to contact our office. Cordially, Thomas M. Cope Professional Engineer REG�s 24995 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 u -uctural • Geotechnical RMG NG.INEERS "ift, —/ www.rmgengineers.com Job No. 138147 June 13, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Subsurface Drain Observation 2542 Lynnhaven Ln Lot 69, Maple Hill, Replat No. 4 Fort Collins, Colorado Dear Larry: ¢ J,\OOfI (ftIIOYOry00 a* as As requested, personnel of RMG Engineers Group (RMG) observed the foundation subsurface drainage pipe and sump pit perimeter drain system on June 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, Thomas M. Cope Professional Engineer ap REG/sl CSiC��r 6/19/13 `.'bt 24995 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 RMG ENGINEERS 11*� // Job No. 138147 June 11, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Damp Proofing 2542 Lynnhaven Ln Lot 69, Maple Hill, Replat No. 4 Fort Collins, Colorado Dear Larry: I'M 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 11, 2013. Should you have questions, please feel free to contact our office. Cordially, Thomas M. Cope Professional Engineer d?..REG, 6/19/13 24995 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 M14�10900�6 Job No. 138147 June 4, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Open Excavation Observation 2542 Lynnhaven Ln Lot 69, 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 4, 2013. The footings were excavated to the silty sandy clay, 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, RE��s 6/19/13 `b 24995 `� • Thomas M. Cope S/OIAAL 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