HomeMy WebLinkAboutLot Certifications - 07/03/2012ri ADVANCED
ENGINEERING, LLC n 1Z
BTRL,D=FtAL DRAINAGC DRAFTING
OVERLOT GRADING OBSERVATION
Site Observation.Date: L I Z Advanced Engineering, LLC Project Number: I q-41- 03- O/� 1 N
Site Observation by ClientName: �x.,eY I-�vMFS nF oor�IS,Ln! o�a¢a0o
�1 Site Address: o to o Do" (�' ,, _
Site Legal: s >^ s o
Site Plan and/or Grmading Plan by:a S.i cs o 1- OOz rEa S 2/ o
Sof P-,';J - AD-/a-c�6o F.J c,e t 141- 03 - o, 4 +Dr .Mp 04/1
We have observed portions of the above referenced site. During our observations our representattve 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:
It Is our opinion these exceptions, as noted above, should not adversely change the grading scheme as shown on the above
referenced plan.
0, 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).
9 See the attached "As-Builf' grading plan.
The elevations measured are not in conformance to the above referenced SitePlan and/or Grading Plan. Deficiencies
include:
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 try diverting or slowing runoff flow. Backkfill-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 ed to ensure that runoff will flow away from the foundation.
The grades measured were compared only to the rep a atiove referenced site plan and/or grading plan. Other
minimum grading requirements which may be m the so r by other construction documents are beyond the
scope of this report. E
op'P�pN
33739
Reviewed by: Jason E. Baker, P.E.••' ., • •'
SS�OW-E��
146 Barberry Place, Loveland, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910
OVERLOT
GRADING 055Efi`VATIO el -1-83
y5g 26b
212 JJt✓
25.4
1!F- 285 I
vhO 'a*p<
28.'I
315 '
30$
. COVERED' . 31:
:PATIO'.-
31b
30.4.
W.W.
T.O.F. 32.8
W/ ra
r�vl
29.1
29.1
LEGEND:
28.0 TBM-I
CB.O.WJ
282
T.OF.= TOP OF FOUNDATION
CBDWJ
W.W.. TOP OF -WINDOW WELL
B.O.W. = BACK OF SIDEWALK 21.9
GOU+��
B.O.C.41G. = BACK OF CURB 4 GUTTER (BA.W.)
\O�
ORARY ARK 1
0`N
pO
M.P.T15HIGH PONTT OF SWALE
O\9
® = SEE ADVANCED LETTER IlI1-03-01H
DATED 4/16/12 3�'l�0
PRO]ECPN°Af -
Plli-03-01H
ADVANCED D VA N C E D
Luxury Homes of N. CO
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ENGINEERING, L L C
LOT 4, Hearthaide, Ft. Collins, Co
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STRUCTURAL DRAINAGE DRAFTING
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