HomeMy WebLinkAbout621 PEYTON DR - SPECIAL INSPECTIONS - 8/23/2005June 7, 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
621 Peyton Drive - Lot 132
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 June 1 and 6, 2005, as
requested.
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
6� a
Benjamin D. Ruder, E.I.
Staff Engineer
Copies to: Addressee (3)
David A. Richer, P.
Geotechnical Engir
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Delivering Success for Clients and Employees Since 1965
More Than 60 Offices Nationwide
June 13, 2005
DR Horton, Melody Series
11031 Sheridan Blvd.
Westminster, Colorado 80020
Attn: Mr. Corey Weaver
Re: Exterior Perimeter Drain Observation
Ridgewood Hills 3rd Filing
621 Peyton Drive - Lot 132
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
10, 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
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Benjamin D. Rud
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David A. Richer P.
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GeotechnicaI Enginee L-gpart' 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