HomeMy WebLinkAboutLot Certifications - 05/22/2012aADVANCED
ENGINEERING, LLC
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OVERLOT GRADING OBSERVATLON
Site Observation.Date: S >3 Z- AdvancedEn&oering,LLCPfgjectNumber.
Site Observation by: ClientName /--max RY t s of oa7NNL�% o c
Site Address: 3 1 N4 A .
Site Legal: Lor O Pi. D.
Site Plan and/or Grading Plan by 2 e 1f o 2 0o CA-,*.d t o 03
p�-"n '//ale lr ide
We have observed portions of the above referenced site. During our observations our reentative m ured the to
elevations at the lot sides and comets, top of foundation, and lowest openings. The observed elevations were compared to the
Site Plan and/or Grading Plan referenced above. Based upon our findings it is our opinion that:
The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan.
F1 The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan with the
I
It is our opinion these exceptions, as noted above, should not adversely change the grading scheme as shown on the aoove
referenced plan.
During our observations our representative noted that the as measured elevations do not conform to those indicated on the
above referenced Site Plan and/or Grading Plan. However, it is our opinion the grades as measured should provide an
adequate substitute to the above referenced grading scheme (see comments below).
X See the attached "As -Built' grading plan.
The elevations measured are not in conformance to the above referenced Site Plan and/or Grading Plan. Deficiencies
include:
Other comments and/or observations:
Limitations: It is our opinion the above referenced site, as graded on the observation date; should not interfere with offsite flows
unless the grades are changed or barriers are created such as fences, garden terracing, sidewalks, and/or any landscaping which
may change the established flow patterns by diverting or slowing runoff flow. Backfill adjacent to the residence may settle over
time, this settlement may allow ponding to occur adjacent to the foundation walls. To prevent this ponding and related problems,
the backflll adjacent to the residence mast be monitored and maintained to ensure that runoff will flow away from the foundation.
The grades measured were compared only to the requireme the above referenced site plan and/or grading Plan. Oilier
minimum grading requirements which may be spec' or by other construction documents are beyond the
scope of this report P,. • • • , • , . �.5�
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33739
Reviewed by: Jason E. Baker, P.E.•,
146 Barberry Place, Loveland, Colorado 805�i p one 970-278-1909 Fax 970-278-1910
°AS'8UILT° OVERLOT
GRADING 05SERVATIONS
LOT 11 SWIFT ADDITION
TO FOSSIL LAKE P.U.D.
82.4
/ 832
82b
852.
. • 84.5
W.W.
W.W. 85 6
85:6
84B
T.OF. = 813 I 853
T.OFF.. = 88A
W.W.
6W.5 86.4 C y�
858 DRIVE I s DOOR 1
86.8.
a/ 5 I > 86 4 853
.. 85.I
(' 862 11d
� HP 86.6
84.E
85.9 84.9 (B.O.W
i
TBM I
LEGEND:. (B.O1W\A(y�J
E� 5P TOFF. = TOP OF FINISHED FLOOR
T.OF.= TOP OF FOUNDATION
W.W. e- TOP OF WINDOW WELL.
B.O.W. = BACK OF SIDEWALK
15.0.C.4G. = BACK OF CURB 4 GUTTER
T.BM.-I a TEMPORARY BENCHMARK I
H.P. = HIGH POINT OF SWALE
QX a SEE ADVANCED LETTER Il1-02-02E DATED 5118n2
" - A D VAN C E D Luxury Homes of N. CO
Dka
sham 3'114 Green Spring. Drive, Ft. Collins, Colorad a 20 ENG_INEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
C 146 BARBMR PLACE, LCVML ,, GGLGRAGG 80537
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