HomeMy WebLinkAbout2321 Thoreau Dr - Special Inspections/Engineering - 11/20/2013RMG
ENGINEERS
Job No. 141181
November 20, 2013
Journey Homes, Northern CO
7251 W. 20th St.,'L-200
Greeley, CO 80634
Re: Footing and Foundation Observation
2321 Thoreau Dr
Lot 29, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
Ankk
Ponur:tluiiig
maa ro��� r,,.anryw,r h�,w.rrc,
As requested, personnel of RMG Engineers Group (RMG) observed the footing and foundation
formwork and reinforcing steel for the above referenced single family residential property and
found them to be in substantial compliance with the design drawings prepared by High Plains
Engineering & Design, LLC for this structure. The "Ufer" electrical ground system was placed
in the footing and meet the requirements of Article 250.52(A)(3) of the 2008 National Electrical
Code (NEC). The footings were observed on November 19, 2013 and the foundation walls were
observed on November 20, 2013.
Should you have questions, please feel free to contact our office.
Cordially,
Thomas M. Cope
Professional Engineer
ap RE%I
11/23/13
24995
�,S�pNAI
Southern Office: Central Office: Northern Office:
Colorado Springs, CO Englewood, CO 80112 Evans, CO 80620
719.548.0600 303.688.9475 970.330.1071
Monument: 719.488.2145 Pueblo: 719.544.7750 Woodland Park: 719.687.6077
Structurat•Geotechnical � �������4���
��� � ��Corrmuaulg
.nm�k r9a.rr�,.ii�,.�;�ea,W..,�s-
ENC'INEERS
www.rm gen g i neers.c om
JobNo. 141181
November 29, 2013
Journey Homes,Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Foundation Subsurface Drain Observation
2321 Thoreau Dr
Lot 29, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
� Dear Larry:
As requested, personnel of RMG Engineers Group (RMG) observed the foundation subsurface
drainage pipe and sump pit perimeter drain system on November 29, 2013. RMG found it to be
complete and in substantial compliance with the design drawings prepared by High Plains
Engineering& Design, LLC for this structure at the date of this observation.
Should you have questions, please feel free to contact our office.
Cordially,
y� REG�s
,�P�s����• . .�'
�:�.�' 12/3/13 m�
: 24995
,�,�ss �
Thomas M. Cope �ONq►, �
Professional Engineer
Southern Oftice: Central Oflice: Northern Office:
Colorado Springs,CO Englewood,CO 80112 Evans,CO 80620
719.548.0600 303.688.9475 970330.1071
Monument:719.4882145 Pueblo:719.544.7750 Woodland Park:719.687.6077
Structurai•Geotechnical , ���;�¢�r�gg��r
�� �� "e'�DtF!ltitlJU.�t�.
kcsrAfmqrfG.R�nwrY Ikimmes-'
ENG' PNEERB
� www.rtn gengineers.com
JobNo. 141181
November 25, 2013
Journey Homes,Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Foundation Damp Proofing
2321 Thoreau Dr
Lot 29, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
As requested, personnel of RMG Engineers Group (RMG) observed the foundation damp
proofing and found it to be complete and in substantial compliance with the design drawings
prepared by High Plains Engineering & Design, LLC for this structure at the date of the
inspection. The damp proof was observed on November 25, 2013.
Should you have questions, please feel free to contact our office.
Cordially,
�r�tY� .RE�/s .
�'''$ M'•'�'+•.,>'
�:�.r' 12/3/13 `ao'�
: 24995 `�'
�: :�
,� -. ��
Fs'•••-. .....:.:.
Thomas M. Cope S�ONAk �
Professional Engineer
Southern Omce: Central Oftice: Northern O(ficc:
Colorado Springs,CO Englewood,CO 80112 ' Evans,CO 80620
719.548.0600 303.688.9475 970330.1071
Monumenh 719.488.2145 Pueblo:719.544.7750 Woodland Park:719.687.6077
, . �Structural•Geotechnical. , �����i�t�l�c9'�
�� � Ala.hf.��nviel)rRn�<.vaTWew�,�i.
` ENG'INEERS
www.rmgengineers.com
JobNo. 141181
November 14, 2013
Journey Homes,Northern CO
7251 W. 20th St., L-200
Greeley, CO 80634
Re: Open Excavation Observation
2321 Thoreau Dr
Lot 29, Block 20, Maple Hill, Final Plat
Fort Collins, Colorado
Dear Larry:
RMG Engineers Group (RMG) conducted a foundation excavation review for a single-family
residence under construction at the above-referenced site located in Fort Collins, Colorado on
November 14, 2013.
The footings were excavated to the silty clayey sand, which is similar to those soils described in
the Subsurface Soil Investigation, Maple Hill Subdivision — Final Geotech, Fort Collins,
Colorado, prepared by RMG Engineers Group, RMG Job No. 139242 and dated September 30,
2013.
RMG did not encounter groundwater within three feet of the proposed footing elevation. The
soils supporting the footings will be a low expansive materiaL Based on the soil conditions
encountered within three feet of the footing level, a continuous spread-footing may be designed
and constructed in accordance to the above mentioned Subsurface Soil Investigation.
Should you have questions, please feel free to contact our office.
Cordial ly,
,�A� RE'��s
v"�''!�'S �M• ���+',��
�:�y�' I 1/17/13`�p�
: 24995 '��
�,�ss �'l.
Thomas M. Cope �QII►AL ti
Professional Engineer
Southero Oflice: Central Oftice: Northern Office:
Colorado Springs,CO Englewood,CO 80112 Evans,CO 80620
719.548.0600 303.688.9475 970330.1071
Monument:719.4882145 � Pueblo:719.544.7750 Woodland Park:719.687.6077