HomeMy WebLinkAboutLot Certifications - 07/02/1999JUL 6 99 TUC 3:07 PM FOUNDnTION_CNGINII:PING
T.OUNDATION II > ns ``gig,
AND SOILS
jury 6, 1999
Comm i scion No.: 4271-01-05-02
Admiral I3ay Construction; Inc.
p. 0. I3ox 358
%Xindsor, Colorado 80550
FAX N0, 19706631660
� TORMWATER
JUL o- 1999
KI-:: Lot 17, Giccnbriar Village 311 Filing (612 Bayberry Cir0c), Fort Collins, Colorado
P. 4
Gentlemen:
We have measured the Iclative elevations at the above referenced address. During thc'investigntion. we
measured elevations at the lot sides and corners, top of finished floor, lowest opening, the drainage swales
on either side of the lot.
Our representative noted that the grade break for the swales on either side of the residence allowed runoff
tlnw to reach the detention pond at the north lot line and the sidewalk at the south lot line. The subject
lot along the cast lot line, from the southeast property corner, north approximately 35 feet, wa.c very tlai,
though no ponding was noted. 'The residence to the; west of the subject lot (Lot 1 x) was complete arty
appeared to have heen graded, and the residence east of the subject lot (Lot 16) was complete: with
landscaping in place at the tin,c of our investigation. The detention pond to the north of the subject lot
was vegetated at tl,c time of our investigation. Rased on our observations, and the information availahlrs
to this ufI icc, the slopes and elevations as measured arc in substantial conformance with the F I IA grading
plan completed by Stewart X. Associates.
Furthermore, it is our opinion that the subject lot, as graded, should not interfere with off3ite flows, nor cause
runoff to now into another residence unless the grades arc changed or barriers are created such as: fences.
gardcn terracing, sidewalks and/or any laudscaping which may change the established flow patterns by divcnmg
or slowing runoff flow. Baukfill adjacent to the reside.tire may settle over Lillie and allow pending to occur
around the fuuitdation walls. The backfill adjacent to the residcucc must be monitored gnd maintained by the
humeowner to ensure that ninnitwill flow away fiom the foundation.
if you have any questions, please feel free to call.
vi wed by:� '
�14f�d iat Jai es A. i:herry, P.F.
l .nv Pi
atth Sciences Specialist FOUNDATION & SOIL M, . INE1rRIlvfG, Ii\(
CP1I
5110 Granite Street, Suite t7 al.oveland. Colorado 80538 .( 70 663-01 8 Fax (30) 3-166 I3
.Soo Kin,bark Street, Suite 101 -Longmont, Colorado 90501 ( )
P, 5
JUL 6 99 TUE 3:07 PM IOUNDATION_ENGINE[PING IAK N0. 19706631660
�.�.�..�..^� REVISED GRADING PLAN
66
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(BACK OF WALK)
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ELEVATICN5 &JRveYCV
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VERB- FLAT
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NOTED)
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AVAILABLE TO T1415 OFFICE AT THE TiMF- OF 6URV2r...��+
' F ®UNDAT I 0 N ['�NBLlL.TING3 ADMIRAL DAY CONST.
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T NG i VEER IiU G e►v�lT•�es'�e LOT 11, GREEN. COL R LO 3R0
I•e-ya FORT GOLUN5, GOLORADO
1'.b STfdIGiURAL FOUNDAIION AND SOILS ENGINEERING _- T
MORADO 663.0138
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JUL 6 99 TUG 0:00 PM FOUNDATION -ENGINEERING FAX NO, 19706631660 P, 6
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AUTOMATIC COVER SHEET
DATE : JUL- 6-99 TUE 3:08 PIS
TO : STORM WATER
FAX # : 2216619
FROM : FOUNDATION -ENGINEERING
FAX # 19706631660
7 PAGES WERE SENT
(INCLUDING THIS COVER PAGE)