HomeMy WebLinkAboutLot Certifications - 09/13/2013Cl
ADVANCED
ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
OVERLOT GRADING OBSERVATION
Site ObservationDate: fb3 Advanced Fagmeering, LLC Project Number: 02 - 09 t
She Observation by Client Name: L-jy,%,ir! I.-6M�S oc Ne�-naF.o - . •-00
Sim Address: 3�7 _CZ•F nl SMWC, Ddv,4A
Sim Legal 6 o f Mau-
Sine Plan and/or Grading Plaa by Svcs t* SF61 O -00 . t7o TE.D 1 t o O
We have observed portions of the above referenced site. During our observatiaWo r represenraly'dSeigaed the relative
elevations at the lot sides and comets, top of foundation, and lowest openings. The observed elevations were compared to the
Site Plan and/or Grading Plan reiierenced above. Based upon our fmd n itis our opinion that
❑ The elevations as measured are in general conformance with the above noted Sim Plan and/or C--rading Plan.
❑ The elevations as measured are in general conformance with the above acted Site Plan and/or Grading Plan with the
following exceptions:
It is our opinion these exceptions, as noted above, shouldaot adversely change the grading scheme as shown on the above
referenced plan.
During our observations ourve 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).
0( See the attached "As-Bm'lt" grading plan.
❑ The elevations measured are not m conformance to the above referenced Site Plan and/or Grading Plan. Deficiencies
include:
I'H y 4 f,brt4r Id:r SOJr'ti Ty f/NG S /-5 /t1C7 I rrm /�`tYIC/+,( ate!
Lmrifat = It is our opinion the above site, as graded on the observation shouldnot interfere wnh o1Tss¢e flows
unless the grades are changed or barriers are created such as fences, garden terracing sidewalls, and/or any landscaping which
may change the established flow patterns by diverting or slowing mtmoffflow. BackfM adjacent to the residence may settle ova
time, this scUlanat may allowpondmgto occur 4acent to the foundafion wails, Toprevantthispondmgand rehrmdpmblems,
the bacldmlladjacentto the residence mustbe monitored andmaintainedto ensurethatrunoffwlll flow away from the foumd=On.
Thegtadesmeasuredwere a*tothe tusshown ontimaboverefereac nteplanand/orgrad'mgplao.Other
minimum grading requirements which sot7s report or by other construction doarmems are beyond the
Scope ofthis report
)Z :e1 E.
%C 33739
r
Reviewed by. Jason E. Baiter, P,
146 Barberry Place, LovaQ Telephone 970-279-1909 Fag 970-279-1910
"AS_5UILT OVERLOT
C- RAD (NCB O 3SERVATf ONS
LOT l6 SWIFT ADDITION
TO FOSSIL LAKE P.U.D.
3
n 825
Iz 84.2
85.0
Z 85.0 W.W. /
GD 33 85.5
HP / W.W.
85E
81.1 wJu.
/ 05.8
85.4+0.�
/ GARAGE
✓ �/1.8
86b
a •• 853 23
o DRIVE is r _
841 DOOR `j•^r' Ol
MOW-) ^DRIVE S1.4 W.W. 86.4
• 86.9 �Cl
'a 85b
(B.OJJI.J
tS� / 861
�yG 85.9
O,P /as.0
LEGEND: T.BJ 1. 1 83.5
(B.O.W.)
T.OF.= TOP OF FOUNDATION
WJIJ. = TOP OF WINDOW WELL
15.0B. = BACK OF SIDEWALK
BA.CACm = BACK OF CURB 4 GUTTER
TBJ" I: I = TEMPORARY BENCHMARK I
HP. = HIGH POINT OF SWALE
X0= SEE ADVANCED LETTER IZ-11-02-09E DATED 9-3-13
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nA D VA N C E D Luxury Homes of N. CO
9/9/13 3120 Green Spring Dr., FL Collins, Colorado
V w 20, ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING
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