HomeMy WebLinkAboutLot Certifications - 11/14/2012 (5)ADVANCED
ENGINEERING, LLC
STRULMURAL DRAINAGE DRAFTING
OVERLOT GRADING OBSMVATION /
Site ObseivationDate: 11 8 2 Advanced Engineering, LLC Project Number
SiteObservationby ClientNeme•L- rt-- « ^-aww',e.r �gAa
Site Address• 3" o Irv=� -r SOIG,,.u. LDM"
Site Legal — Foss
Site Plan and/or Grading Plan by f�4¢TTF144.4 Ent t, re S,Ics 4 r- r 02- 00 .00 DVI-0 0
/7trt.s.f 17iLv3707
o
We have observed portions of the above referenced site. During our our representative measured the relative
elevations at the lot aides and comers, top of f aidation, 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 elevatioms 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 play
a1 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 Wades as measured should provide an
adequate substitute to the above referenced grading scheme (see comments below).
X See the attached "As-BuW grading plan.
The elevations measured are not in conformance to the above referenced Site Plan and/or Grading PLm. Deficiencies
include:
Other rnmmnnta anti/ix nhcan.vfinnc•
Limitations: It is our opinion the above referenced site, as graded on the observation date, should not imerfere with offsite flows
unless the grades are changed or barriers are created such as fences, garden terracing, sidewalks, and/or any kinds pinng which
may change the established flow patterns by divmtimg or slowing runoff flow. Backfill adjacent to the residence may settle over
time, this settlement may allowponding to occur adjacent to the foundation wall& Toprevemthis.pondmgandreLrtedproblems,
the backffUadjacemtothe residence mastba main imainedtoensure that rwwffwfflflow away fromthe frnmdaticm.
The Wades measuredwere compared only allure abover6menced site plan and/orgradmgpLm. Other
mmmiumm grading requirements which aoiat zn e,bg\ or by other construction document are beyond the
scope of this report. '9�F
33739
Reviewed by: Jason E. Baker, P.E.
146 Barberry Place, Loveland, Corrado 80537 Telephone 970-278-1909 Fax 970-278-1910
°45- UILT° OVERLOT
GRAD-ING 0 6ERVA ION6
LOT 10 SWIFT ADDITION
TO FOSSIL LAKE PJUD.
92g 92.1 913
F-
O
C-r? 3
z 894 HP.'.
882 888 ga(� 89.0
x x x�� asZ
81.E 88.9• . - 1 x
a88 8T.9
WAI. STS
W.W.a9 0 893
893 1
aTo SSa PATIO O
TF. = 893
wUl wall.
88 5 88.9
a6.4 lb
81.1
8'1.9
R GAR
DOOR
", Sib Sbb
(1�MVE
96.0
(BOWJ (Bo1llJ TBM-i
C ON 853
GREEN SP_RRI ra pRIVE
LEGEND:
TF.= TOP OF FOUNDATION
W.UL = TOP OF WINDOW WELL
B.o.w. = BACK OF 51DEWALK
Bo.C.tG. = BACK OF CURB 4 GUTTER
T.BM: I = TEMPORARY BENCHMARK I
H.P. = NIGH POINT OF SWALE
® - SEE ADVANCED LETTER
I'l-11-02-08E DATED II/8/12
NOTE:
DOWNSPOUTS 4 GUTTERS
NOT IN PLACE AT TIME
OF OBSERVATION
r9weor av�:
"'I-�-° ADVANCED Luxury Homes of N. CO
IVl2/12 1121 Green Spring Drive, Ft. Collins, CO
V 3m1 ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING -'
CPH 146 Bw RW Fl . LCV6 0. CcLO D9 60537 1 91 I
T�c 970-378-1909
Sacs.
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