HomeMy WebLinkAboutLot Certifications - 12/15/2011REC[nq
DEC 122011
OVERLOT GRADING OBSERVATION
ADVANCED
ENGINEERING, LLC 11
STRUCTURAL DRAINAGE DRAFTING /
Site Observation Date: ZjJ Advanced Engineering, LLC Pro* ectNumber:
Site Observation by: Client Name:
Site Address: 3'oZ Sa.aoY SfAa& L4.49--/�-
SiteLegal: Lor /03. S.a,or rAD0iTMcr4 -ro f�S51� L f PO-D a, /.,..__•a /'n
Site Plan and/or Grading Plan by:
0
We have observed portions of the above referenced site. During our observations our representative measured the relative
elevations at the lot sides and comers, 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.
The elevations as measured are in general conformance with the above noted Site Plan and/or Grading Plan with the
following exceptions:
It is our opinion these exceptions, as noted above, should not adversely change the grading scheme as shown on the above
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).
1� 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 nhcervarinnc-
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 backfill adjacent to the residence must be monitored and maintained to ensure that runoff will flow away from the foundation.
The grades measured were compared only to the requir me shown on the above referenced site plan and/or grading plan. Other
minimum grading requirements which may be-s �j to nih report or by other construction documents are beyond the
p�_ �_
scope of this report. v ;,•..,
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Reviewed by: Jason E. Baker, P.E
146 Barberry Place, Loveland, Colora'c�'o• 5P Telephone 970-278-1909
Fax 970-278-1910
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IIA5_5Uf LT" OVERLOT
Sa.9��0�3
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GRADING 055ERVA "IO 6
LOT 103 SWIFT ADDITION
TO FOSSIL LAKE RIJ.D.
C �.31
aaro
H.P.
/
883
892
88.3
1
\
!L
S1.8
W.W.
O
89.6
Z
W.W. a1.5
89.5
89.5 T.O.F. = 89.9 Sl0
T.O.F-F.
I
883
DRIVE a DOOR ,`
e66 TBJ1. I
1
88-1
88.1
as.l W.W. D
89.6 � coNc °
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CB.O.W.)
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86.4
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CB-O.WJ /
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LEGEND:
TOFF. =TOP OF FINISHED FLOOR
T.OF.= TOP OF FOUNDATION
W.W. =TOP OF WINDOW WELL \
B.O.UI. =BACK OF SIDEWALK
B.O.G.tG. = BACK OF CURB < GUTTER
T.B.M.-I = TEMPORARY BENCHMARK 1 \
N.P. =HIGH POINT OF SWALE
XX = SEE ADVANCED LETTER 1111-02-DIE DATED 8/24/11
PROJECT NUMBER:
ITTI-02-011E
DATE: .00
A D VA N C E D Luxury Homes of N. CO
8/25/II 3102 Sandy Shore Lane, Ft. Collfnfi, Coloradc
,A;E20: ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING s1[EEx NVMBER:
CPH - 1 46 BARBERRY PLACE, LOVELAND. COLORADO 80537 I DP
TELEPHONE 970-278-1909
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