HomeMy WebLinkAbout3803 Cosmos Ln - Special Inspections/Engineering - 03/14/2011A.G. W Assenaar
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Geotechnical and Environmental Consultants
NVH WIP LLLP
dba Village Homes
8480 East Orchard Road, Suite 1000
Greenwood Village, CO 80111
Attention: Ms. Kelli Ehnstrom
Subject: 3803 Cosmos Lane
Lot 361
Willow Brook
Project Number 110066
Reference: A.G. Wassenaar Report
Project Number 110066, Dated 2/28/2011
2160 South Ivanhoe Street, Suite 5
Denver, Colorado 80222-5710
303-759-6100 Fax 303-756-2920
www.agwassenaar.com
March 14, 2011
As requested, the following portions of the foundation system were observed on the date(s)
indicated below. It is our opinion that these portions of the foundation system were found to be in
substantial conformance with the foundation plan and requirements of the soil report for the subject
site. Observations were conducted on a periodic, on -call basis.
Date:
Observation:
01/28/11
Excavation and Footing Form Observation
02/18/11
Excavation and Footing Form Observation
02/22/11
Foundation Wall Reinforcing Steel Observation
Sincerely,
/WA,
Kenneth`R' Bros
Senior Engineer
Statement of Services
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A.G.'Witgsenaar
Geotechnical and Environmental ConsultantsT
NVH WIP LLLP
dba Village Homes
8480 East Orchard Road, Suite 1000
Greenwood Village, CO 80111
Attention: Ms. Kelli Ehnstrom
Subject: Dampproofing Observation
3803 Cosmos Lane
Lot 361
Willow Brook
Project Number 110066
Reference: A.G. Wassenaar Report
Project Number 110066, Dated 2/28/2011
2160 South Ivanhoe Street, Suite 5
Denver, Colorado 80222-5710
303-759-8100 Fax 303-756-2920
www.agwassenaar.com
March 14, 2011
As requested, we arrived on site to observe the dampproofing on the subject residence on the
date(s) indicated below. During our visit on February 28, 2011, the dampproofing had not been
applied yet. We were then notified at a later date that the dampproofing had been applied but the
foundation had been backfilled. We returned on March 9, 2011 to observe evidence of
dampproofing at six (6) locations around the foundation where the backfill had been excavated
approximately 2 feet below grade. We noted that dampproofing had been applied in these areas of
the exposed foundation wall. Based on this information and based on our experience within this
project, it is our belief that the dampproofing was applied satisfactorily on the subject residence
foundation. If you have any questions regarding this information, please call. Observations were
conducted on a periodic, on -call basis.
Date:
Observation:
02/28/11
Damp -Proofing Observation
03/09/11
Damp -Proofing Observation
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'Sincerely„ � � ��•'' T�,. �'
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:A. AS
Kenneth R Bros h 'i,
Statement of Services
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A.G. Wassenaar
Geotechnical and Environmental Consultants
NVH WIP LLLP
dba Village Homes
8480 East Orchard Road, Suite 1000
Greenwood Village, CO 80111
Attention: Ms. Kelli Ehnstrom
Subject: Perimeter Drain Observation
3803 Cosmos Lane
Lot 361
Willow Brook
Project Number 110066
Reference: A.G. Wassenaar Report
Project Number 110066, Dated 2/28/2011
2180 South Ivanhoe Street, Suite 5
Denver, Colorado 80222-5710
303-759-8100 Fax 303-756-2920
March 14, 2011
www.agwassenaar_com
As requested, we arrived on site to observe the perimeter drain system at the subject residence on
the date(s) indicated below. During our visit on February 28, 2011, the perimeter drain system had
not been applied yet. We were then notified at a later date that the perimeter drain system had
been applied but the foundation had been backfilled. We returned on March 9, 2011 and March 10,
2011 to observe sections of the perimeter drain system within excavated sections at window well
areas. Based on the information gathered at these locations, and based on our experience within
this project, it is our belief that the perimeter drain system was installed satisfactorily at the subject
residence foundation. If you have any questions regarding this information, please call.
Observations were conducted on a periodic, on -call basis.
Date:.
02/28/11
03/09/11
03/10/11
Observation;..
Perimeter Drain Observation
Perimeter Drain Observation
Perimeter Drain Observation
Sincerely, ,
WAS: E
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1 1 y
Kenneth R. Bro eg n
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Statement of Services