HomeMy WebLinkAboutLot Certifications - 11/14/2013 (4).. _� ADVANCED
ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
OVERLOT GRADING_ OBSERVATION
Site Observation.Date: II cg IL Advanced Engineering, LLC Project Number. - OZ -0}f=
Site Observation by: Client Name: L oweet ' 14.MA S o!r( 9Aa'0
Site Address: 36zs. Ge&6.4 S444p,14, Dp+ve--
Site Legal: -r OS 54aFr 0ID2.-L -
Site Plan and/or Grading Plan I SFE • oZ . Cn oo
We have observed portions of the above referenced site. During our observationsrour represeriO✓e theasiued 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 c': C
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❑ 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).
* 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:
T.,D nr `e...04DA-M1 f * DA'
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 divm tmg 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 m andil
ntainedto ensure that runoffwill flow away from the foundation.
The grades measuredwere compared o ` - own on the above referenced site plan and/or grading plan. Other
minimum grading requirements whirl oi1s report or by other construction documents are beyond the
scope of this report.
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Reviewed by: Jason E. Baker, P
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146 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910
. "A5-5UI1,...T" OVERLOT
GRA
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[)ING 05SERVATIONS
LOT 105, SWIFT ADDITION
TO FOSSIL LAKE P.U.D.
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913 SID Sol -
Sal
880
als
89.1
A
51.1
W.W.
8-3.4
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8'5,4
615
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W.W.
as.o.
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ate
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T5M-I
853
(B.O.W.)
80
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DRIVE
65.5
85.1
LEGEND:
T.F.- TOP OF FOUNDATION
W.W. - TOP OF WINDOW WELL
B.O.W. - BACK OF SIDEWALK
B.O.CACZ. = BACK OF CURB 4 GUTTER.
T.B.M.-I 0 TEMPORARY BENCHMARK I
H.P.-- HIGH POINT OF SWALE
SEE ADVANCED LETTER
11*11-02-01E DATED I1/8/12
PROD f rzu3lB:
1-1-11-02-OIE
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Luxury Homes of N. CO
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LLC
3626 Green Spring Drive, Ft. Collins, co
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,,VENGINEERING,
STRUCTURAL DRAINAGE DRAFTING
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CPH
146 BARBERRY PLACE. LOVCLAMo. COLOR DO 80537
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TELEPHONE 970-278-1909
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