HomeMy WebLinkAboutLot Certifications - 03/29/2012or�AQVANCEQ
ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
OVERLOT GRADING OBSERVATION
Site Observation -Date:
Site Observation by: _
Site Address: _ MJ-4 H
Site Legal: Lox 1, I -am
Site Plan and/or Grading Plan by:
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:
It
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
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).
Of Seethe attached "As-Builf '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 allowpondmg to occur adjacent to the foundation walls. To prevent this ponding and related problems,
the baclfill 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 there ' wn on the above referenced site plan and/or grading plan. Other
minimum grading requirements which may be iRth port or by other construction documents are beyond the
scope of this report Q` .N.E.7
33739
Reviewed by: Jason E. Baker, P.E. NA'L
146 Barberry Place, Loveland, Colorado 8 3 ! Telephone 970-278-1909 Fax 970-278-1910
'AS -BUILT' OVERLOT �s
GRADING OBSERVATIONS
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562
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552
53.9
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D 553
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TOFF. • 51D
54b k
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(B.011l.)
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LEGEND:
T.O.F.- TOP OF FOUNDATION
W.W. • TOP OF WINDOW WELL
D.W. • DOOR WELL
B.O.W. - BACK OF SIDEWALK
B.O.CAG. R BACK OF CURB 4 GUTTER
T$P1.-I • TEMPORARY BENCHMARK I
H.P. • HIGH POINT OF SWALE
®. SEE ADVANCED LETTER 11'11-01-02E
DATED 3/20/12
PRnrecr nvlm�,
1111"01"02E
-
ADVANCED
.
Luxury Homes of N. CO
DAM
3/20/12
Lot 1, Lemay Avenue Estates, Ft. Collins, CO
ENGINEERING, LLC
1sr•"30'
STRUCTURAL DRAINAGE DRAFTING
Gc1'1 I
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146 BARBERRY FL K. LOVELANO, COLO"00 90937
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TELEPHONE 970-278-1909
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