HomeMy WebLinkAbout423 N Loomis St - Special Inspections/Engineering - 04/15/2003FROM :S FAX NO. : Mar. 18 2004 11:42AM P2
STRAIGHT LINE DESIGN, INC
5724 Sacajawea Way Job No: 03-38013
Loveland, CO 80537
(970)461-3700
To: 2MS
Atta: Mr. ]Mike Sutton
1228 Hof nan Road
Fort Collins, CO 80524
Re: Foundation Inspections
423 North Loomis Street
Fort Collins, CO
April 15, 2003
Gentlemen,
Per the request ofhk. Nfike Sutton, we have provided the following inspections at the above referenced
address:
1. On April 18, 2003 we inspected the footing form sizes and steel reinforcement, prior to the placement
of concrete
2. On April 21, 2003 we inspected the steel reinforcement within the foundation wall forms, prior to the
placement of concrete.
3.On May 3, 2003 we inspected the foundation wall damp proofing and perimeter drain system, prior to
the placement of backfill material.
new inspections consisted of visual observations and measurements to confirm that the footing form
widths and depths, steel reinforcement, foundation wall steel reinforcement, foundation wall damp
proofing and perimeter drain system were in general conformance with the approved plans completed by
Straight Line Design, Inc., job #03-380, dated Mach 14, 2003. Upon completion of each inspection, we
have determined that all requirements pertaining to the inspections have met or exceeded our
recommendations_
Please feel free to contact our office if you bave any questions or concerns.
Sincerely,
Scott A Skeen, President
Straight Line Design, Inc.
FROM :S FAX NO. : Mar. 18 2004 11:42AM P3
STRAIGHT LINE DESIGN, INC
5724 Sacajawea Way Job No: 03-380A
Loveland, CO 80537
(970) 461-3700
To: 2MS
Attu: Mr, Mike Sutton
1228 Hoffman Road .
Fort Collins; CO 80524
Re: open Excavation Inspection
!�Z 3 —.AM North Loomis Street
Fort Collins, CO
April 15, 2003
Mr. Sutton,
Per Your request, we have provided an inspection at the above referenced address. The purpose of this
inspection was to verify that the exposed soil within the excavation are consistent with those anticipated on
the approved foundation plan completed by Straight Line Design, Inc_ job 003-390, dated March 14, 2003.
The excavation was approximately 5`-6" (maximum) in depth beneath original grade. The exposed material
consisted of approximately 2'-0" of dark brown topsoil with light brown to reddish brown colored, very
sandy clay, with gravel- The soil was slightly moist at the time of our inspection and consisted oflow
plasticity material . The encountered material is generally the same that was anticipated on the above
referenced foundation plan. Therefore, we recommend that the footing and foundation system designed for
the residence should be installed as specified on the plans.
Please feel free to contact our office if you have any questions or concerns.
Sincerely, Rmie 0ll�ntcrur,,�,
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Scott A, Skeen, President
Straight Lane Design, Inc. �•,, F •••. - ,";�;�