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Home My WebLink About607 STONEY BROOK RD - SPECIAL INSPECTIONS - 4/2/2012T E S TOTAL ENGINEERING SERVICE, INC. 1601 37`h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 April 2, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20th St., Bldg L, Ste. 200 Greeley, CO 80634 RE: Interior Slab Observation 607 Stoney Brook Road Provincetowne — 3`d Filing Fort Collins, Colorado Dear Jeff: As requested, Total Engineering staff observed the placement of reinforcing steel in the interior slabs and found them to be complete and in substantial compliance with the design drawings prepared for this structure at the date of the inspection. Please give me a call if you have any questions. Sincerely, TOTAL ENGINEERING SERVICE, INC. 1iLry 95nt 'c -s 249 Tom Cope, P.E. qZ :!4 President '- G 12-106 0 T E $ k TOTAL ENGINEERING SERVICE, INC. 1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 March 22, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20th St., Bldg L, Ste. 200 Greeley, CO 80634 RE: Compaction of Fill Review 607 Stoney Brook Road Provincetowne, 3' Filing Fort.Collins, Colorado Dear Jeff: As requested, Total Engineering Service's staff observed the compacted fill placed in the over - excavated foundation excavation. We visually found the fill to be complete and in substantial compliance with the recommendations of the foundation excavation observation letter dated March 19, 2012. Please give me a call if you have any questions. Sincerely, TOTAL ENGINEERING SERVICE, INC. Tom Cope, P.E. President 12-106 24ss5 / :TG - .. f J/ AT E s TOTAL ENGINEERING SERVICE, INC. 1601 371h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 March 19, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20' Street Building L, Suite 200 Greeley, CO 80634 Re: 607 Stoney Brook Road Provincetowne — 3`d Filing Dear Jeff: Total Engineering Service, Inc. (TES) conducted a foundation excavation review for a single- family residence under construction at the above -referenced site located in Fort Collins, Colorado. The footings were excavated to a layer of moderate to highly expansive sandy silty clay, which is similar to those soils described in the Final Geotechnical Exploration Report, Provincetowne Subdivision, Third Filing, Phase 1, Fort Collins, Colorado, prepared by Total Engineering Service, Inc. and dated January 30, 2012. The footings need to be over excavated a minimum six feet (6') in depth. The expansive soils should be replaced with well compacted structural fill. TES did not encounter groundwater within three feet of the proposed footing elevation. The soils supporting the footings will then 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 Final Geotechnical Exploration Report. Please contact me if you have any questions concerning this matter. Sincerely, TOTAL ENGINEERING SERVICE, INC. / o rrl Tom Cope, .E. President 12-106 E S 4T TOTAL ENGINEERING SERVICE, INC. 1601 37th ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 March 23, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20th St., Bldg L, Ste. 200 Greeley, CO 80634 RE: Footing and Foundation Observation 607 Stoney Brook Road Provincetowne — 3rd Filing Fort Collins, Colorado Dear Jeff: As requested, Total Engineering Service, Inc. staff observed the footing and foundation formwork and reinforcing steel for the subject single family residential property and found them to be in substantial compliance with the design drawings prepared for this structure. The "Wer" 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 March 22, 2012 and the foundation walls were observed on March 23, 2012. Please give me a call if you have any questions. Sincerely, TOTAL ENGINEERING SERVICE, INC. / vi9'' ? Tom Cope, P.E. President 12-106 24995 T E S TOTAL ENGINEERING SERVICE, INC. 1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 March 29, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20t' Street Building L, Suite 200 Greeley, CO 80634 Re: Foundation Subsurface Drainage System 607 Stoney Brook Road Provincetowne — 3rd Filing Fort Collins, Colorado Dear Jeff: As requested, Total Engineering Service (TES) staff observed the foundation subsurface drainage pipe and sump pit perimeter drain system. TES found it to be complete and in substantial compliance with the design drawings prepared for this structure at the date of this observation. Please give me a call if you have any questions. Sincerely, TOTAL ENGINEERING SERVICE, INC. &.yv,..,. - - I 24995 Tom Cope, P.E. President 12-106 E S 4T TOTAL ENGINEERING SERVICE, INC. 1601 37`h ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 March 28, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20th St., Bldg L, Ste. 200 Greeley, CO 80634 RE: Foundation Damp Proofing 607 Stoney Brook Road Provincetowne — 3`d Filing Fort Collins, Colorado Dear Jeff: As requested, Total Engineering staff observed the foundation damp proofing and found it to be complete and in substantial compliance with the design drawings prepared for this structure at the date of the inspection. Please give me a call if you have any questions. Sincerely, TOTAL ENGINEERING SERVICE, INC. T � Tom Cope, P.E. President 12-106 b yz yii NAIV�s``'