HomeMy WebLinkAbout209 Strasburg Dr - Correspondence - 09/30/19991AN-25-OD T U E i'3:15 PM 'COTT__&_ASSOCIATES FAX NO. 19706631660
SCOTT, COX & ASSOCIATES, INC. c_c�stst�lting engirtieers
P. 1
'9eCrtembcl 30, 1999 Project No. 2250-27-39-03
5. Horne Corporation
18 ]'.. 29" Street, Suite F
; ,oveland. Colorado 90538
', ienLleYtteti:
)n September 15, 1999, a representative ot' Scott, Cox & Associates. Inc. conducted visual :; •. :
.,bservations of the drilling and installation of the ten (10) inch diameter piers for the new
:-esidcnce under construction at Lot 59. Shenandoah Subdivision.. (209 Strasburg Drive), n
:uhdivisioa of Fort Collins, Colorado. 'f he purpose of these observations wag to assure that t > .
=lie+s were drilled correctly for the subsurface conditions encountered and to assure that the p1le!
Here ccins�sucted according to the specifications on the foundation plan by MNA, liar— Pro.e
/c� 9
1 he pier drilling operations encountered siltstone bedrock at depths of one (1) foot below I.h,-
;rase of various excavation levels- "lhe piers were drilled a total minirnwn length of twent• +
ael with a mininiunt bedrock embedment of ten (10) feet, whichever was greater. (,nsuncb<si
',.vela wese Lacountered in the borings at depths of nineteen (19) feet to twenty (20) feet
the excavation- Casing of the boritigs was not required. Concrete was being placed with rl
;z>rrtrete puniper. Reinforcing steel was being installed in each pier
a result ol'our observations, it is our opinion that the construction of those piers ob-m-y 6
wore in general conformance with the plans and specifications. if you have arly,gvej ti.b,Iis�,i�:b- .
.)III' Observations er this report, feel free to contact our office.
pit:.crely- Reviewed by
RcrMsell rvnkins M, Edward C, gow, RE-',
i:rtgimcrirlg 1'.clinician SCCI`i1, COX & ASSOCIATES, INC`.-
51 I D cf amLl9 street. 5uitc G • LUvr ianrl C:oloradtn 605 16 • (170151i!'II Vi • Fast irP4fj1 td,3. I t.(,ti
SPrvi11R Cl)Inradn widt nPfirp� in fioulder Lvrt�rtuH�i Luvaand