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HomeMy WebLinkAbout626 QUAKING ASPEN DR - SPECIAL INSPECTIONS - 2/18/2011February 18, 2011 Medici Construction Management 575 Union Boulevard, Suite 202 Lakewood, Colorado 80228 Attn: Shannon Spent' Northern Z* Colorado Geotech 2966 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Cot( QU4R)PJA_ ASPeu pp. Re. Wall Steel Observation PC-Q m- ►`T CARE Housing at Provincetowne Community Center Building Northern Colorado Geotech.Project No. c002-11 On February 17,. 2011 a representative of Northern Colorado Geotech. performed a reinforcing wall steel observation at the above referenced project in Fort Collins, Colorado. The placement of rebar reinforcement within the foundation wall appeared to be in general accordance with the project plans and specifications. Additionally, we observed that UFER grounding rebar was incorporated within the foundation wall. If you have any questions. or if we maybe of further assistance, please do not hesitate to contact us at (970) 506-9244. Sincerely, Pp�ytEOr►8 NORTHERN COLOR leftt Doug L afgrArf, LPG President $�► ___ Pr GR w-s�9 N. 213.012 �4,. P.E. CC f '•. k. Addres`.S'GNAL E��\� ?; Drahota Con — Derek Cohen (2) FEB 4 U11. DRANOTA CONSTRUCTION 1005-52.(., February 18, 2011 Medici Construction Management 575 Union Boulevard, Suite.202 Lakewood, Colorado 80228 Attn: Shannon Sperry Northern Colorado .Al Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone:970) 506.9244 Fax: 1970 506-9242 Co26 Q(iAklmc, ASP:uQ PfL. Re: Drilled Pier Observations p-�- 3 q CARE Housing at Provincetowne Community Center Building Northern Colorado Geotech Project No. c002-11 On February 7, 2011, a representative of Northern Colorado Geotech performed drilled pier observations for the community center building under construction at the above referenced project in Fort Collins, Colorado. The drilled piers were observed for pier diameter, length, bearing strata, plumb, and condition. Piers were observed to be 10-inch diameter and approximately 33 feet in. length. Minimal groundwater was encountered in various piers. The groundwater was removed, the piers were cleaned and placement of concrete was being performed as each pier was drilled. Rebar reinforcing was observed to be in accordance with the project plans and specifications. it is our opinion that the drilled piers were constructed in general accordance with the .geotechnical engineering report recommendations (Northern Colorado Geotech Project No. 071-09, dated November, 18, 2009) and the engineered foundation plans for the project. If you have any questions or if we may be of further assistance, please do not hesitate to contact us at (970) 506-9244. Drahota Construction -.Derek Cohen (2) FEB L 4 011 000TA CONSTRUCVON