HomeMy WebLinkAboutLot Certifications - 06/06/2012ADVANCED
ENGINEERING, LLC Z
STRUCTURAL DRAINAGE DRAFnNG
OVERLOT GRAnING OBSERVATION /L�
Site Observation.Date; S L Advanced Engineering, LLC Project Number -
Site ObservaAddress: nby Client Name: L. XIJX�! AMM S Or -
Site nloevrFFen[ Cocoe�o
Site Address: 3 5 oY S Qct I, J3 e.AOo
Legal: Fr -M '120 SsrL- O.D.
Site Plan and/or Grading Plan by: acam6ej C r . S.weS. � oL - o o . oo D^TE-0 Vlo 0
C/vs /7
We have observed portions of the above referenced site. During our observations our representativemeasured a re/r�latd7ive
elevations at the lot sides and COMM, 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
13 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 exceptitions;
It IS our opinion these exceptions, as noted above, should not adversely change the grading scheme as shown on the above
referenced plan.
D� 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).
4i See the attached "As -Built,' grading plan.
The elevations measured are not in conformance to the above referenced Site Plan and/or Guiding Plan. Deficiencies
include:
Other comments and/or observations:
TaP �= C....�__
`•` Co F t Zo' N�Ui CJlI'7:0
STac- i�l rG-tiT� oc edA' Si CoeN
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 pondingtooccoradjacenttothe foundation walls. To prevent axis pondingand related problems,
the backfill adjacent to the residencemost be monito fined Td ensure that ranoffwill flow away from the foundation.
The grades measured were compared only to the n� the above referenced site plan and/or grading plan. Other
muumum grading requirements which may b i�She i1X or by other construction documents are beyond the
scope of this report. l ON g4`
33739
y' on E. Baker, P.E., �r r Z
Reviewed b . Ins
SS�ONAL ENV
146 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910
86b
(Bba)
"AS.5UILT" O Y ERLOT
GRADING 05SEIRVATION5
LOT ,9 SWIFT ADDITION
TO FOSSIL LAKE P11D_
86.0
CB.O.WJ
863 \86A
86b a
SIB
CB.O.WJ
HP GONG.
m
• 'DRIVE, <: 81.2
.DRIVE
DOOR 81.9
\ 8la
W.W.
ss.,
+�43 T. F. a 88.1
88.1 T.O.F.F. a 89.9
5X1$11+JCi
r8l.l\ 85.9 vT1�-�Ty
b
-63
86.1
W.W. /
88-,
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LEGEND7: \ TBNL 1' .
TOFF. TOP OF FINISHED+FLOOR 06.0
T.OF.= TOP OF FOUNDATION
\ CB.OIll.)
W.W. =TOP OF WINDOW WELL
B.O.W. = BACK OF SIDEWALK
15.O.C,4G. = BACK OF CURB t GUTTER
T.BM: I - TEMPORARY BENCHMARK I
H.P. = HIGH POINT OF SWALE
X = SEE ADVANCED LETTER 11-11-02-04E DATED 5/25/12
PRW�'NOlm6H.
1„I"02-0aE DA'3'L' A D VAN C E D Luxury Homes of N. CO
WAM. GLLC 3103 Sandy Shore Ln., Ft. Collins, Colorado
20 ENGINEERIN,
STRUCTURAL DRAINAGE DRAFTING
146 9AMERRY PLADE, Lav "NO, COLO9 00 90537 1 or
CpH 1
TELEPHONE 970-278.1909
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