HomeMy WebLinkAboutLot Certifications - 11/12/1999 (6)NOV 10 99 WED 1:20 PM FOUNDATION_ENGINEERING PAx: NO, 19706601660
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SCOTT, COX & ASSOCIATES, INC: cunsulting engineers
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vembcr 9.1999 I �y
s rmmissionNo 1036-07-11•OS v
,iticss Construction
_i Park Place Court
I I•rt Collins. Coloradu 80525
Over Lut Grading for'Lot 89, Huntington Hills 6'h Filing (55i $atiirn Drive) tort Collins. Colorado
f ;'.ntlernen'
- tr.,vc measured the relative elevations at the.. above referenced address. During the investigation, •wc
•I:easurcd elevations at the lot sides and corners. tup of foundation. lowe•: t opening, and the drainage swab r-r:
west side of the subject lot.
<;;ir represenrttive noted that the swale west sidc of the subject lot allowed runoff flow to re.arh the sidewalk
;!�;rth of the subject lot and the south portion of the subj .rt Int al. the ttrne of our investigation. The residcucc
the west of the subject lot (Lot 90) was complete and Sradcd, and the residence to the south of the ;ttbjec, :«'
or RR) was complete with landscaping and a fence in place at the time of our investigation. based on our
;i�acrvations, and the information available to this ni'lice. the slopes and elevations as ntcasured arc in
br:u+ntial conformance with the Area Grading Druivagc and Erosion Control Plan completed by J.R.
agtneering, Ltd., Job Number 9018.13, doted February s, 1907. Gutters and down-spuuLs were not In place
tltc time of our im e.tigation. Pleacn. refer to the attached copies of the AS -Built Grading Elevations and Art.:°
'trading, Drainage and Erosion Control Plan for further information,
urtheemore, it is our opinion that the subject lot, as graded, should not interfere with offsite flows unless the
!irides are changed or barricu arc created such as fences, garden terracing, sidewalks and/or any landscaping
:hicll may change the established flow pattr.rns by diverting or slowing runoff nuw. Backfill adjacent to the
si:ience may settle. over ante and allow pollding to uucur around the. foundation wall:. The backfill adiacrnt
the residence must be tuu,titored and maintained by the homeowner to rnsure that runoff will flow awa)
uml the foundation.
!s you have any Questions, please feel free to call,
l c'd>ectfully,
Lnvi
(ceY:caved by.
lames A. C.'herry. P•B.
i'P11
5110 Cranitc Street, Suite 0 • Lovelind .Colorad?,053) Cann,%l,.i-Ot}r:• ra=
`CNtnt;ccw;du with a((ii,_t In . Cmddcr • LonSm.-M • L,41Lnd
NOV 10 99 WED 1:96 PM FOUNDATION -ENGINEERING FAX NO, 19706611660 P, 6
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555 ewruRN DR.
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[LEVnTiONS SURVI;.YES
99 1 Q
51,4
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91.8 55.3
58.fd LOW[bT OPENING /
51.6
TOP OF FOUNDA r(ON %
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�Ny L'LEvAT10N5 EllOIW 4FR5 ARE BASED 45-5UILT FLEVATION;7
ryw T;,+E ;,U!<1rCv KFOOMED 04 IV9A9.
) SCOTT, COX i wSSOCIATES,
ram" LOT 89, HUNTINCiTON HILLS ETH
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