HomeMy WebLinkAboutLot Certifications - 04/10/2002 (3)APR-11-02 THU 08:38 KEM HOMES INC FAX NO. 9702234901 P.02/04
RPr 11 02 07:05a WEEKS & RS90C. (970)278-8460
p.2
Weeks & Associates, Inc.
Structural Engineers
April 10, 2002
KEM Homes
PO Box 1845
Fort Collins, Colorado 80622
Re: Fossil Lake P.U.D.
Lots 14 & 13. Block 8
6028 & 5032 Brookwater Lane
Fort Collins, Colorado
Projoot No. 90164
Gentlemen:
1 hereby state that the elevations and drainage pattern shown on the enclosed Final Grade
Survey Plan were developed from a survey performed on the referenced property on April 9,
2002. and accurately and truly depict the elevations as they existed on this date. To the best of
my knowledge, the surveyed grading Is In compliance with the approved grading plan for this lot
and subdivision as shown on the approved utility plans. The relative elevations as depicted may
change subsequent to the date of the survey, due to the subsidence or upheaval of soil, addition
or removal of soils by acts of man, erosion by wind or water or other factors. Therefore, this
survey may not accurately depict the elevati m7C
s pattern of the referenced property
after ft date of the survey. 0
Professional Engineer, P.E. Number Date of Survey
The elevations and drainage pattern shown on the attached Plan are the Professional
Engineers findings of the finished ground around your residence on the date shown above.
You, the homeowner mustt maintain these elevations and grades to properly drain the water
away from your house. The builder of your home will not cover damage to your home caused
as a result of changes made In the finished grades.
In addition, It is our understanding that the RWC limited warranty protoction on your residence
provided by your Builder will not cover structural damage caused as a result of changes made in
the finished drainage grades. Therefore, it is your responsibility to maintain the grades asset
by the Builder and stated by the Engineer.
Weetts & Associates, Inc. 300 Boardwalk, Buildirig 3, Unit D Fort Collins, Co 80525 (970) 225-2422
APR-11-02 THU 08:38 KEM HOMES INC
Apr 11 02 07:08a WEEKS R ASSOC.
FAX NO, 9702234901 P, 03/04
(970)278-9450 P.3
FINAL GRADE SURVEY
FOSSIL LAKE P.U.D.
LOTS 14 & 113, 6L= 8
FORA COLUNS, BIt 00BR
OOK TFR LANE
m I
17'-0
' CRAWL
a
GARAGE
T t02.9
34 -4
o (rFLiP1o4.3
BASEMENT °' .. ; 'No(•:
o
a-:
170 PUN
r' Sy i
LOOT ,♦
W
100.2122'-4'
'-0•
NB
103.cw
e
• :: ;� '°
. GARAGE
BASEMENT
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1970 PLAN
LOT
13
b
9 -00 CRAWL
III -u
54 10' DE
KEM HOMES
PROJECT No. 991s4
APRIL 10. 2002
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23012
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APR-11-02 THU 08:38
Hpr 11 02 07t05a
KEM HOMES INC
WEEKS 6 nSSOc.
FAX NO. 9702234901
(97U J 27t3-9450
P. 04/04
Colorado Engineering Statements
L41
Application A Registration #:
3300 Deny Sweet BaiiderName: spG- phone: (7TA )lar4740
lirrridurL PA Property Address: 6d2.9 a(- l U37
11111.339E
Nationwide: Legallreewipticn:
14IW241-1E12 City: county: /._ Suter
I. Geotechnical Engineer's Statement
We declare that this firm has performed a geotechnicai investigation
for the referenced propetty address. The investigation was conducted
in consideration of the RWC Technical Standards and guldeliaet.as
well as the engineers practices he this area.
Report
Nama 1Jwrbar Date
Firm Name
Seal
t lsbw s1Ot Sigamwt Date
xgwmal
IL Structural Engineer's Statement
We declare that this firm has designed the foundation system for the
referenced property address. Wxwx-v
ectechnical
Investigation prepared for this lospecific
found -un system. The fonndeti 1'g , dance
with a eotechnical report and t's pra is type
23012
HL Ingineer's Foundation Compliance Inspection Statement
- (Check as that wry.) .._
Conventional Sprrad Footing Q Structural Rebar Slab ❑ Wall -On -Grade (Interrupted)
Narrow Spread Footing Q Yost-Tenslon Slab ❑ Drilled Pier
❑ Pad/Interrupted Footing Q Wall -On -Grade (Continuous) Q Combination, Types
(Cluck aU that apply)
The above foundation system will incorporate the following construction precautions common to slab -on -grade construction on
expansive soils. Q No S1a1%4)"rade precautions required
Partition Voiding 0 Special Framing Requirements
Columafflipe/Ductwork Sleeving ❑ Additional Expatlsion/ControllTooled Joints Q Other
Slab -on -(trade Cl Structural Wood
Seruchlral pill
APmvu
DAIVINmA1.
RaJECTO
DArr/INMAL
fisarAxas
ExcavationAnA
i'ooUng
Drilled Piers
Gradc Beam Reinforcing
OF
^ _
Found Void
Found. Drain
Structural Rebar Slab
Slab -On -Grade Framing
_
vU ; �'••
We declare that an authorized representative of this firm has observed the portions
property address. Oa -site observations revealed that the construction of the Its
FUN redmxW aaeeeW-&NV ramcw-Awc
oun n s ' em Qve the referenced
was in enel cc ►: a plans.
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