HomeMy WebLinkAboutLot Certifications - 09/07/2012;y
ADVANCED
ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
OVERLOT GRADING OBSERVATIO
Site Observation -Date: 9& 1 12-- Advanced Engineering, LLC Project Number.
Site Observation by. Client Name: J tee• 9-y E OP14S oc
Site Address: 363Z C.Aii-a 1�vE
Site Legal: L�r I c4� Svl,FL- Trm-awl ^t•p 1-:o C A4d-&-
Site Plan and/or Grading Plan by: hr RXt{fi'r GAME S*tG5 5� oL- 009.E
i S«E Q. d.t CZrt p.p /Uwc.G� Enlh2 t3�!-oZ�S V VA-fW z/isytz T�'T
We have observed portions of the above referenced site. During our observations our representative measured the relative
elevations at the lot sides and corners, 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:
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It is our opinion these exceptions, as noted above, shonid 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 re5erenced grading scheme (see comments below).
jK 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 offshe 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 nmoff flow. Backfi11 adjacent to the residence may settle over
time, this settlement may allowponding to occur adjacent to the foundation walls. To prevent this ponding and related problems,
the backf l adjacent to the residence must be monitored and maintained to ensure that rumoffwill flow away from the foundation.
The grades measured were compared only to the re wn on the above referenced site plan and/or grading plan- Other
minimum re ort or other construction documents are beyond the
grading requirements which may bF
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scope of this report E' S.'S�F` .
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Reviewed by: Jason E. Baker, P.E.
146 Barberry Place, Loveland,
Telephone 970-278-1909 Fax 970-278-1910
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IIA5-5UIL I II OVERLOT
GRADING 055ERVATION5
LOT 104, SWIFT ADDITION
TO FOSSIL LAKE PaJ.D.
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893 888
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89.6 W.W.
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MI (SWALE)
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8-0 (SWALE)
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LEGEND: SING �R\
TF.= TOP OF FOUNDATION `C
W.W. = TOP OF WINDOW WELL
B.O.W. - BACK OF SIDEWALK
B.O.C.EG. a BACK OF CURB t GUTTER
TBM.-I a TEMPORARY BENCHMARK I
H.P. = HIGH POINT OF SWALE
® = SEE ADVANCED LETTER
1111-02-05H DATED SAI/12
PRO]iZTNDNpgR,
illl-02-05H A DAM D VA N C E D Luxury 4 4omes of N. CO
9/6/12 3632 Green Spring Drive, Ft. Collins, CO
30. ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
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