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Home My WebLink About2220 Maple Hill Dr - Special Inspections/Engineering - 02/25/20130 Structural • Geotechnical RMG ENGINEERS www.rmgengineers.com Job No. 137008 February 25, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Open Excavation Observation 2220 Maple Hill Dr Lot 99, Maple Hill, Replat 44 Fort Collins, Colorado Dear Jeff: +,�<�pd Irirtp�Arpp ;s sK.:s.198b- 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 February 25, 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, Thomas M. Cope Professional Engineer REG/ 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 nLrucuurel • LoeOLecf V V Cel RMG ENGINEERS Job No. 137008 March 5, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Footing and Foundation Observation 2220 Maple Hill Dr Lot 99, Maple Hill, Replat #4 Fort Collins, Colorado Dear Larry: 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 March 1, 2013 and the foundation walls were observed on March 5, 2013. Should you have questions, please feel free to contact our office. Cordially, Thomas M. Cope Professional Engineer REG 3/12/13 24995 Southern Office: Colorado Springs, CO 719.548.0600 Monument: 719.488.2145 Englewood, CO 80112 303.688.9475 Pueblo:719.544.7750 Northern Office: Evans, CO 80620 970.330.1071 Woodland Park: 719.687.6077 " St0000 ructural • Geotechnica RMG ENGINEERS www.rmgengincers.com Job No. 137008 March 7, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Damp Proofing 2220 Maple Hill Dr Lot 99, Maple Hill, Replat #4 Fort Collins, Colorado Dear Larry: �Jy yard inno�onoo 'ru+ee.. 198b 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 March 7, 2013. Should you have questions, please feel free to contact our office. Cordially, 27,M6Er"�; �.�r 3/12/13 24995 Thomas M. Cope s�ONAI F 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 ` Structural • Geotechni` „ RMG ENGINEERS www. Job No. 137008 March 12, 2013 Journey Homes, Northern CO 7251 W. 20ih St., L-200 Greeley, CO 80634 Re: Foundation Subsurface Drain Observation 2220 Maple Hill Dr Lot 99, Maple Hill, Replat #4 Fort Collins, Colorado Dear Larry: M As requested, personnel of RMG Engineers Group (RMG) observed the foundation subsurface drainage pipe and sump pit perimeter drain system on March 12, 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, Cp REGNt��e'- tiv sM �.� 4/16/13 24995 Thomas M. Cope /OVAL 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 . . . � . ��T-. �-3i 300��9 f��' HIGH PLAINS ENGINEERING & DESIGN, iC 7214th STREEf,SUfTE D,FORT WPTON,CO 80621.PHONE(303}g57-9280.FAX:(303}-857-9238 April 25, 2013 Journey Homes, LLC 7251 West 20+h Street, Building L, Suite 200 Greeley, CO 80634 RE: Foundation repair recommendation and cerfification for the proposed SL-1888 model home at Lot 99, Maple Hill 4ih Replat, 2220 Maple Hill Drive, Fort Collins, CO �Job # 13-3399 To Whom It May Concem: _ A small section of the upper concrete wall at the rear of the tandem garage bay wall was damaged during construction. The damaged section shall be formed up and repaired with self-leveling epoxy at the inside ancl outside of the wall. ' The observation on April 25, 2013 indicated that the crack had been repaired. Please call if you have any questions or concerns. ' Sincerely, p RE��S�, �"SCHq�••F'� ' . F`O''•.a �; 33 48 � Todd M. Schroe er PE . �s¢�� IONA�� This report was prepared for the exclusive usa of our client and is not intended for any other purpose. Our raport is based on the information made available to us at this time. Should additional in£ormation become available,we reserve the right to determine the impact,if any,ofthe new information on our opinions and conclusions,and to revise our opinions and conclusions if necessary and warranted by the discovery of addiHonal information. � �