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FOUNDATION I
AND SOILS
Engineering,
Inc.
December 19, 1997
Commission No. 1092-60-26-03
Mr. Ken Bronsert
Bronsert Construction
4131 Saddle Notch Drive
Fort Collins, Colorado 80526
0 V
RE: Lot 13, Block 2,bhairibrookekTraclt ?si' (1603 Holly Way),
Dear Mr. Bronsert:
We have determined the relative elevations for the above referenced address. During our
investigation, we measured the top of foundation, lowest opening, lot sides and corners, and the
swale which begins in the vicinity of the center of the back yard and flows down either side of the
property.
In our opinion, the elevations as measured are in substantial conformance with the grading plan
completed by Northern Engineering Service, Job No. 9435.00, dated September, 1995.
If you have any questions, please feel free to call.
Respectfully,
Clifford P. Ham,
Environmental/Earth Sciences Specialist
by:
U // i 1 28841
Kevin Patterson, P.
FOUNDATION & SOIL G. INC.
CPH/jle
5110 Granite Street, Suite D • Loveland, Colorado 80538 • (970) 663-0138 . Fax (970) 663-1660
515 Main Street, Suite C • Longmont, Colorado 80501 . (303) 702-0661
REVISED GRADING PLAN
ELEVATIONS SURVEYED
12-18-97
16.5 15,4 14.7
14,2
16.3
16.4
(B
/j (Back of Walk)
16.2
TOP OF Fn JNDATION
LOWEST OPENING _
16,6
SR
I� 16,3 16,3
16,9 15,8 15.2 14.3 Bench Mark
(Back of Walk)
I
I
I NOTE:
THIS GRADING PLAN IS BASED UPON THE BEST INFORMATION
AVAILABLE TO THIS OFFICE AT THE TIME OF SURVEY.
JOB
092UQ-60-26— FOUNDATION CONSULTING BRONSERT
12/18/97 ENGINEERING ENGINEERS LOT 13, BLOCK 2, FAIRBROOKE TRACT A
11*'=20.0' FORT COLLINS, COLORADO
BMW* STRUCTURAL FOUNDATION AND SOILS ENGINEERING
CPH LOVEL440 C(XCCoU6 663-0i3b
7-7-
T-
1( 4
T-F-ELEV
16.9
...... .... - ----- .-..,..T.F.ELIEV
17.6
16.6
+
15 14.3
T i.F.ELEI,fl
=1 7.8