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HomeMy WebLinkAbout632 PEYTON DR - SPECIAL INSPECTIONS - 5/31/2005May 31, 2005 DR Horton, Melody Series 11031 Sheridan Blvd. Westminster, Colorado 80020 Attn: Mr. Corey Weaver Re: Foundation Footing Sizes and Wall Steel Observations Ridgewood Hills 3rd Filing 632 Peyton Drive - Lot 104 Fort Collins, Colorado Terracon Project No. 20005162 Mr. Weaver: Irerracon Consulting Engineers & Scientists 301 North Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 Phone 970.484.0359 Fax 970.484.0454 www.terracon.com A representative of Terracon observed the interior and exterior footing sizes and wall steel reinforcement for the above referenced address on May 25 and 31, 2005, as req uested. Observations made during the foundation construction indicate that the interior and exterior footing sizes and wall steel placements were in general accordance with the plans for this project. Sincerely, TERRACON Todd A. Turney Field Project Manager Copies to: Addressee (3) David A. ,P.���� R Geotechnicaj;�eer/Depnt Manager nr� Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide June 7, 2005 DR Horton, Melody Series 11031 Sheridan Blvd. Westminster, Colorado 80020 Attn: Mr. Corey Weaver Re: Exterior Perimeter Drain Observation Ridgewood Hills 3rd Filing 632 Peyton Drive - Lot 104 Fort Collins, Colorado Terracon Project No. 20005162 Dear Mr. Weaver: Irerracon Consulting Engineers & Scientists 301 North Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 Phone 970.484.0359 Fax 970.484.0454 www.terracon.com A representative of Terracon observed the perimeter drain at the above referenced address on June 6, 2005, as requested. A four -inch diameter perforated PVC pipe had been placed around the exterior perimeter of the basement foundation with an impervious PVC membrane beneath the drainage system. The drainage pipe appeared to exhibit positive drainage toward the sump pit located within the basement area. We also observed'/ to 1-inch washed gravel placed above and below the pipe and drainage filter fabric above the gravel. The waterproofing/damp-proofing was also observed and in our opinion was uniformly applied to the exterior foundations. In our opinion the exterior perimeter drain was constructed in general accordance with the plans and specifications for this project. Sincerely, TERRACON R °°• EG01 Benjamin D. Rud $'�O A R%' 0 Staff Engineer 12 • y.o n • t z David A. Richer,FT ' Geotechnical Engineer/Departure Manager Copies to: (2) Addressee (1) Brian Kelly — Dr Horton, Melody Series Delivering Success for Clients and Employees Since 1965 More Than 60 Offices Nationwide