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Home My WebLink About1203 Mountain Home Dr - Special Inspections/Engineering - 02/12/2013• Northern Colorado Geotech February 12, 2013 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Luxury Homes of Northern Colorado PO Box 271969 Fort Collins, Colorado 80527 • U Attn: Matt Tschetter Re: Drilled Pier Observation 4�1203 Mountain Home Driver Lemay Avenue Estates Northern Colorado Geotech Project No. 063-11 On February 4, 2013, a representative of Northern Colorado Geotech performed a drilled pier observation for a residence under construction at the above referenced address in Fort Collins, Colorado. The drilled piers were observed for pier diameter, length, bearing strata, plumb, and condition. We observed piers along the north and southwest corner of basement. Piers were observed to be 12-inch diameter and 35 feet in length at the locations observed. Groundwater was encountered during the drilling, and placement of concrete was accomplished by means of a concrete pump truck as each pier was drilled. It is our opinion that the drilled piers we observed were constructed in general accordance with the geotechnical engineering report recommendations (Northern Colorado Geotech Project No.063-11, dated September 5, 2012). If you have any questions about this letter or if we may be of further assistance, please do not hesitate to contact us at (97Q1.,1+ &--9244. Sincerely, NORT / RI Doug L g President l� �O Ca c` G. Weeks, R?EQ1 L 'resident rL? A d esseer(2Y; 01�' F 1 Northern • Colorado Geotech February 12, 2013 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Luxury Homes of Northern Colorado PO Box 271969 Fort Collins, Colorado 80527 • is Attn: Matt Tschetter Re: Foundation Excavation Observation 1203 Mountain Home Drive Lemay Avenue Estates Northern Colorado Geotech Project No. 063-11 On' January 29, 2013 a representative of Northern Colorado Geotech performed .an excavation observation for a residence under construction at the above referenced site in Fort Collins, Colorado. The soil exposed at the upper and lower foundation level consisted of lean clay with sand. These materials are similar to those encountered by Northern Colorado Geotech during our subsurface exploration at the site (Project No. 063-11, dated September 5, 2012). Based on our observations and the recommendations of the geotechnical engineering report, it is our opinion that the proposed residence should be supported by a drilled pier .foundation system. The foundation should be designed in accordance with the recommendations and specifications provided in the geotechnical engineering report. Bedrock was encountered within 2 feet of the lower foundation level. Therefore we recommend the installation of an exterior perimeter drain around the lower level of the structure. The dewatering system should be constructed in accordance with recommendations of the geotechnical engineering report. If you have any questions about this letter or if we may be of further assistance, please do not hesitate to contact us at (97D4,AQ5-9244. NORTHE Doug Lea President X by' G eks2 'P,,EE .".� dent 'Q iID E 11 ADVANCED ENGINEERING, LLC STRUCTURAL DRAINAGE DRAFTING March 4, 2013 Mr. Matt Tschetter Luxury Homes of Northern Colorado P.O. Box 271969 Ft. Collins, CO 80527 RE: Lot 47 Lemay Avenue Estates, 1203 Mountain Home Drive, Ft. Collins, Colorado Advanced Engineering, LLC Project Number 1771-01-04B Dear Mr. Tschetter: On February 25 and 26, 2013 we visually observed the foundation wall teinfotdWplaced in the forms for the residence being constructed at the above referenced site: It is our opinion the reinforcement was in general conformance with our Foundation Plan, Project Number 1771-01-04A, and our recommendations for field modifications as required by site conditions. We also observed the UFER ground rod was embedded in the concrete at the northeast corner of the foundation. The conclusions presented in this letter are not intended to cover structural items other than those listed, site grading/elevations, setbacks, subsurface soil conditions, or architectural features of the building. Thank you for the opportunity to serve you, feel free to call if you have any questions. Sincerely, Advanced Engineering, LLC Jason E. Baker, P.E. OQP•N•E 33739 .,3-8-13 146 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910 n U ADVANCED ENGINEERING, LLC STRUCTURAL DRAINAGE DRAFTING March 11, 2013 Mr. Matt Tschetter Luxury Homes of Northern Colorado P.O. Box 271969 Ft. Collins, CO 80527 RE: Lot 47, Lemay Avenue Estates, 1203 Mountain Home, Ft. Collins, Colorado Advanced Engineering, LLC Project Number 1771-01-04C Dear Mr. Tschetter: On March 5 and 7, 2013 we visually observed the exterior pe�rnneter drain and�damp proofinglfor the residence being constructed at the above referenced site. It is our opinion the perimeter drain is in general conformance with the soils report by Northern Colorado Geotech, Project Number063-11, dated September 5, 2012. The conclusions presented in this letter are not intended to cover items other than those listed, site grading/elevations, setbacks, subsurface soil conditions, structural, or architectural features of the building. Thank you for the opportunity to serve you, feel free to call if you have any questions. Sincerely, Advanced Engineering, LLC Jason E. Baker, P.E. Pp0 REG��., nN.E 33739 3— 13 /3.•�� ► !ONN-� 146 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910 ADVANCED • �ENGINEERINC39 LLC STRUCTURAL DRAINAGE DRAT-TING March 20, 2013 Mr. Matt Tschetter Luxury Homes of Northern Colorado P.O. Box 271969 Ft. Collins, CO 80527 RE: Lot 47, Lemay Avenue Estates, 1203 Mountain Home, Ft. Collins, Colorado Advanced Engineering, LLC Project Number 1771-01-04D Dear Mr. Tschetter: On March 18 & 19, 2013 we visually observed the[reinforcing and decking foi the structural floor. It is our opinion the wall and structural floor reinforcement were in general conformance with our Foundation Plan, Project Number 1771-01-04A. • The conclusions presented in this letter are not intended to cover structural items other than those listed, site grading/elevations, setbacks, subsurface soil conditions, or architectural features of the building. Thank you for the opportunity to serve you, feel free to call if you have any questions. • Sincerely, Advanced Engineering, LLC Jason E. Baker, P.E. 'p0 RE. EG�S ,► 33739 �S/nnin�•EN�\� 146 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910 .