HomeMy WebLinkAboutLot Certifications - 10/08/2013st-7e._ vl S a 'f
ADVANCED
ENGINEERING, LLC
.sTRIJe'rUR.4L DfWNAGE DRAFTING
OVERLOT GRADING OBSERVATION
Advanced Enginee;'ng, LLC Project NWnber j 6. Ja+-LI E;�
Client Name:
Site Observation Date: I wl s
Site Observation by:
Site Address
Site Legal: Lc r 15. L
Site Plan and/or Grading Plan by:
We have observed portions of the above referenced site. During our observations our rellmsemative measured 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 qm 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.
r
❑ 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 substidrte to the above referenced grading scheme (see comments below). .
See the attached "As-Buih" 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:
Limitations: Its
our opinion the above referenced site, as graded on the observation date, should not interfere with offsibe 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 nmoffflow. Backfill adjacent to the residence may settle over
time, this settlement may allow ponding to occur adjacent to the foundation walls. To prevent this pond'tng and related problems,
the bac dM adjacent to the residence must be monitored and maintained to ensure that runoff flow away from the foundation.
The grades measured were comparedo is shown on the above referenced site plan and/Or gradingplan.Other
minimtffi grading� .. soils report or by other construction documents are beyond the
scope of this report Q`. ON E. 0 • F
33739
'O ' le- 5�-l3 •: �
Reviewed by: Jason E. Baker, P �p� .
�SS�ONA-EN��
146 Barberry place, Lovehmd, Colorado 80537 Telephone 970-278-1909 Fax 970-278-1910
'AS-5UILT° OVERLOT
GRADING 05SERVATIONS
15 8 14A
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103
11.4
(W.W.)
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IL4
COVERED
08.5
PATIO
11.4
11.1
(W1ll) TF =
120'�
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082
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01.9
DRIVE ®
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TBM-1 ✓ 01.9 IBOW)
0 .O.W-) l B OAUJ
BATELEUR LANE
LEGEND:
TF.= TOP OF FOUNDATION
W.W. = TOP OF WINDOW WELL
B.OlU. = BACK OF SIDEWALK
5.OL.4G. = BACK OF CURB 4 GUTTER
T.51'L-I = TEMPORARY BENCHMARK I
HP. = HIGH POINT OF SWALE
®= SEE ADVANCED LETTER 1260-04-01E DATED 10/3/13
ADVANCED RIDGEWAY CONST.
104/13 LOT 15, HEARTHFIRE 2ND, FORT COLLINS, CO
1 ENGINEERING, LLC
STRUCTURAL DRAINAGE DRAFTING ®�
GPH 1 46 9.w9caa Fu E;. LOW"NO, COLo M 80537
TeiErNON6 9711-278-1909 ff
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