HomeMy WebLinkAbout5532 Golden Willow Ct - Inspection Results/Engineering - 12/30/1999FEB 24 '00 12:19 FR PSI-DENVER CO 303 423 5625 TO 19702246134 P.07i07
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August 4, 1999
Colorado North Company, LLC
Go Colorado Builder Services, LLC
7600 East Orchard Road, Suite 270N
Englewood, CO 80111
Attention: Mr. Ed Petersen
Dates of Observation: August 4, 1999 Project No. 534-86005
Subject: Observation of Drain System for a Structure at 5532 Golden Willow Drive, Lot
38, Willow Springs Subdivision, Fling No. 2, Fort Collins, Colorado
An observation was made of the drain system at the subject structure. The drain system
materials observed were found to be in general accordance with our recommendations.
Random measurements taken from the top of the foundation walls to the top of the drain pipe
indicate that a positive slope was maintained to the sump.
A visual observation showed that asphaltic damp proofing has been applied to the exterior walls
of the foundation.
Please call if we may be of further service.
Sincerely,
PROFESSIONAL SERVICE INDUSTRIF_S, INC.
James C. Blankenship, P.G.
Project Manager
JCB:re
D0534-005
Lot 38 (4 copies sent)
Reviewed by:
K. Craig Vaughn,
Vice President
FEB 24 '00 12:18 FR PSI-DENVER CO
303 423 5625 TO 19702246134 P.06/07
MRMiInformationE, .ToBuildOn
Ei y eeerft a CWsAMM a TeWng
July 29, 1999
Colorado North Company, LLC
c10 Colorado Builder Services, LLC
7600 East Orchard Road, Suite 270N
Englewood, CO 80111
Attention: Mr. Ed Petersen
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Dates of Observation: July 29, 1999 Project No. 534-86005
Subject Observation of Reinforcing Steel for a Structure at.5532 Golden Willow Drive, Lot
38, Willow Springs Subdivision, Filing No. 2, Fort Collins, Colorado
Reference: Foundation Plan for the Subject Site by Advanced Engineering Concepts, Job
No. 98145, Model No. 139 / Walkout Basement (Custom)
An observation was made of the placement and size of the reinforcing steel in the foundation
walls of the subject structure. The observation showed that the grade and spacing of reinforcing
steel were in general compliance with the above referenced foundation plans.
Please call if we may be of further service.
Sincerely,
PROFESSIONAL SERVICEINDUSTR/ES, INC.
0��A44
James C. Blankenship, P.G.
Project Manager
JCB:re
D0534-005
Lot 38 (4 copies sent)
Reviewed by:
K. Craig Vaughn,
Vice President
n
FEB 24 '00 12:18 FR PSI-DEWER CO
303 423 5625 TO 19702246134 P.05i07
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July 26, 1999
Colorado North Company, LLC
cro Colorado Builder Services, LLC
7600 East Orchard Road, Suite 270N
Englewood, CO 80111
Attention: Mr. Ed Petersen
Date of Observation: July 26,1999 Job No. 534-86005
Subject Footing Observation for a Structure at 5532 Golden Willow Drive, Lot 38, Willow Springs
Subdivision, Filing No. 2, Fort Collins,'Colorado
References: 1. "Geotechnical Engineering Report of Foundation Design Recommendations, by
PSI, Project No. 532-95053, dated May 6, 1999.
2. Foundation Recommendation Letter by PSI, Project No. 534--86005, dated July
26, 1999.
3. Foundation Design for the subject site, by Advanced Engineering Concepts, Job
No. 98166, Model No 2271 Partial Basement
An observation was made of the footing forms, prior to placement of concrete, at the subject site on the
referenced date. The soils exposed in the excavation were capable of supporting design pressures as
recommended in the above referenced documents. The soils exposed in the excavation and the type
of foundation under construction are consistent with the recommendations presented in the above
referenced documents.
The footing excavations were clean and dry at the time of the observation.
Please call if further consultation or observations are required.
Sincerely,
PROFESSIONAL SERVICE INDusTmEs, INC.
James C. Blankenship, P.G.
Project Manager ko (
Reviewed y:
K. Craig Vauc
Vice Presiden
JCB:re
D0534-005
Lot 38 I4 conies sent)