HomeMy WebLinkAboutLot Certifications - 01/25/2000it JAN-20-00 THU 14:23 KEM HOMES INC FAX NO. 9702234901 P,01/04
KEM Homes, Inc. P.O. Box 1845 • Forr Collins, Colorado 80522 (970) 223-4900
FACSIMILE TRANSMITTAL FORM
DATE -
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FROM:
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Please call (970.) 223-4900 if you have any problems with this transmittal.
Our fax number: is (970) 223-4901.
MESSAGE:
D
Pride in Quality
JAN-20-00 THU 14:23 KEM HOMES INC FAX NO. 9702234901 P.02/04
t1EDENTIAt
lRANTY
(*Ge0RMMT1ON_
5300 Derry Street
Harrisburg, PA
17111.3598
Nationwide:
1.800.247-1812
Colorado Engineering Statements
Application il: Registration 9: 5 5 C26 2/ 41
Builder Name: Phone: ( 970
Property Address: 2 Lot #:--/ Z Block #:
Legal Description: _.
City:County: _..14 State: [lid
I. Gcotechnical Engineer's Statement
We declare that this firm has performed a geotechnical investigation
for the referenced property address. The investigation was conducted
in consideration of the RWC Technical Standards and guidelines, as
well as the engineers practices in this area.
Report
Name Number Date
Firm Name
Seal.
(Original Seal Sig,
arire Date
Required)
II. Structural Engineer's Statement
We declare that this firm has designed the foundation system for the
referenced property address. We have reviewed the geotechnical
investigation prepared for this lot, and have designed a site specific
foundation system. The foundation system is in general accordance
with the geotechnical report and the engincer's practices for this type
of condition.
Firm Name
Seat
Signarusc
Date
III; Engineer's foundation Compliance Inspection Statement
(Cluck all that apply.)
Q Conventional Spread Footing
Q Narrow Spread Footing
❑ Pad/Interrupted Footing!
Q Structural Rebar Slab
Q Yost -Tension Slab
❑ Wall -On -Grade (Continuous)
(Check a// that apply.)
Q Wall -On -Grade (Interrupted)
Drilled Pier
Q Combination, Types
(Original Seat
Required)
The above foundation system will incorporate the following construction precautions common to slab -on -grade construction on
expansive soils. ❑ No Slab -On -Grade precautions required
Partition Voiding ❑ Special Framing Requirements
Column/Pipc/Ductwork Slceving Q Additional Expansion/ControI/Too led Joint Q Other
I3a�emcnt Interior Floor Support X■ Structural Wood
Structural Fill
Arrxovro,
DATE/INITIAL
REJECTED
DATE/INITIAL
REMARKS
Excavation
I _
Footin,
Drilled Piers
Grade Beam Reinforcing
Found. Void
Found. Drain
a
Structural Kebar Slab
,_«.,,
Slab -On -Grade Framing
l�lZ_D0 Gf5
, <vo .••••, '� '
• A. R••.�F 1.
We declare that an authorized representative of this firm has observed the portions of the fou dation sy m"figialed aboy-_ " the referenced
property address. On site observations revealed that the construction of the ' s note s in g r 1 ct3tformvitl;thlans.
�Prra��il '�9o'se
F:.,oe Stgnarwe .'°°••����1� ` Date
'Seal•
• (Ori final Seof
g Rwcalw kn.3196
Whin Copy -Builder Yellow copy • RWC Pink Coen - Enrineer Reoubed) ..�.« <,._:....._ ..
JAN-20-00 THU 14:24
KEM HOMES INC
FAX N0, 9702234901
P. 03/04
January 13, 2000
KEM Homes
P-O- Box 1845
Fort Collins, Colorado 80522
Re: Lot 17, Fox Hills, Second Filing
2632 Kit Fox Court
Fort Collins, Colorado
Terracon;Project No. 20986216
Gentlemen:
1rerracon
301 N. Ncwes • PO, Lox cog
Fort Golims, Colorado c0521-0503
(570)481-0353 Fax:(S�0)�dS-OcSe
I 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 January 12, 2000
and accurately and truly depict the elevations as they existed on this date. 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.4116RM ns and drainage pattern of the
referenced property after the date of the survey. �p 0 Rf��•
David A. Richer 27712 Ja ary 13, 2000
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 fini',shed ground grades around your residence on the date shown above. You, the
homeowner, must: 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 protection 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 as set by
the Builder and as stated by the Engineer.
Arizona IN Arkansas ■ Colorado ■ Georgia A Idaho ■ Illinois 5 Iowa IN Kansas ■ Kenweky ! klinn"nm 1 M;ss,J uri ■ Monun>
Nebraska ■ Nevada ■ New alsxicc ■ Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin ■ Wycmine
Ouality Snginccriny Since 1965
JAN-20-00 THU 14:24
KEM HOMES INC
FAX NO, 9702234901
P. 04/04
DECK
FINISHED
FLOOR
=108.2_
GARAGE
104.5
103.2
TBM: PROPERTY PIN-105.1
DIAGRAM IS FOR GENERAL LO[AT1ON OWL'
ANO IS NOT IN ENOED FOR CONSTRUCTICM PURPOSES
f
1
I
I
;8.s!
1 SWALE
99.1 19 .9
1
105.4 I
102.5 �100.6
•f '
104.
[gym
FIGURE I: SITE PLAN
FOX MILLS 2ND FILING
2632 KIT FOX COURT
FORT COLLINS. COLORADO
li'cirracon
Project ND. 20986216
scale:
T" = 20'
L01 N. Hcwn S wgzT
Date: 0114 00
FWT Cau.rra. CQ60PAW 00521
Drv.n By: MLM
216LOT17
Rgure No. I