HomeMy WebLinkAboutLot Certifications - 10/02/2001 (4)OCT-03-01 WED 14:41
Oct 03 01.09:07a
October 2, 2001
KEM HOMES INC FAX NO, 9702234901 P.03%03
WEEKS.L RSSOC. (970)278-9450 p.a
Weeks & Associates, Inc.
Structural Engineers
KEM Homes
PO Box 1845
Fort Collins. Colorado 80522
Re: Fossil Lake P.U.D.
'Lot 13, Block 4
3148 Twin Wash Square.
Fort Collins, Colorado
Project No. 99164
Gentlemen:
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 October 2,
2001, and accurately and truly depict the elevations as they existed on this date. To the best of
my knowledge, the surveyed gracing 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, a to the subsidence or upheaval of soil. addition
or removal of soils by acts of man, erosion y ind or water or other factors. Therefore, this
survey may not accurately depict the elevat n4. nd.grainage pattern, of the referenced property
after the date of the survey.
Q t'
n `.n.
w 2,^p1. j
Gary G. Weeks 23012 October 2, 2001
Professional Engineer P.E. Number Date of Survey
The elevations and drainage pattern shown on the attached Plan are the Professional
Engineer's findings of the finished ground 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 stated by the Engineer.
WeckS & AssoclaieS, Inc. 300 Duardwalk, Building 3, Unit F fortCoAins, CO 80525 (P70) 225-2422
13.4
FINAL GRADE SURVEY
FOSSIL LAKE' P.U.D.
LOT 13, BLOCK 4
3148 TWIN WASH SQUARE
FORT COLLINS, COLORADO
Id Y
V.J
---------
6' UTILITY EASEMENT
----------------------------------------
---
I
I
I
1
O
O
I
' 1
_ 1
�
N
i
1
W
'
O
15.0 15.1
0
1
> i
0
I 14.8
<
15.4 `, 15'x10'c 15.4
Pa'. _
12'-4' o 25'-4'
o
N
14
21.3
1
6 —0
1
12'-4" n
14
oLo co
FULL BASEMENT
I
1
I
I
I
i
1
.I
I
!WINDOW
11
32'-8"
WWELL=15 7
.1
0
2160 PLAN
3—CAR GARAGE RT.
15'x10' PATIO
LOT AREA=9952 SQ. FT.
i
114.5
FF=17.1
14'-4' ';
GARAGE
°0 00 NOT EXCAVATE o
i4 i
'x4' Pad
h.03 304
1
04
14.4
e•1.'
1,_0"
20-0r. 14.7
r
.i, r .+..(,4.
13.8
r}
DRIVEWAY.; .'
..,':
---------------
:. .....
:
LUnuT
EASEMENT
•' ', `
12.9 S89d59'50"E 65,00' 12.5
TWIN WASH SQUARE
KEM HOMES
PROJECT NO. 99164 1
OCTOBER 2, 2001
WEEKS & ASSOCIATES 1 " = 20'-0"
Iw
tQ
.1 Zy. uj
to
SO,
VVEIR PRUNES
xt a
s, gal..
, 34,v
0
L
to
Go
L
OCT703-01 WED 14:41
Oct 03 01 09:07a
KEM HOMES INC
FAX NO. 9702234901
(970)278-9450
P. 02/03
p.4
FSIDENnAI
ARRANTY"
5300 Deny Sttect
Hturisburg, PA
11111.3598
Nadonwide:
1-800.247-1812
Colorado Engineering Statements
Application a: Registration #: _..
Builder Name:.Phone: ( f7o ) gY- ci9Gb
Property Address: ,may! ., /rL,�, / -Lot tk Z3 Block a: 4_
Legal Description:/17
n
City: iC4Ji[/S County: Aet,n _,� State:[ a
I. GeOteChnlCal Engineer's Statement
We declare that this firm has perfurtned a gcotcchnical 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 _._ ..
Roma Number Date
Firm Name
Seal
(Original Seal
Required)
Signa(urc bare
. II. Structural Engineer's Statement
We declare that this firm has designed the foundation system for the
referenced property address. We baYgQre0FWcd..thc geotechnical
investigation prepared for this lor,.aiid have iiesigoea.g site specific
foundati stem. The foundation.syiiertl`is bl, dhela[ ecordance
with th geo chnical report sna�the engildeei's fir lctices C this type
of con if% 1
Firm /CJCJ •d LI�IOG ._ _ —
Renntred)
III. Engineer's Foundation Compliance Inspection Statement
(Check all liar apply)
Conventional Spread Footing U Structural Robar Slab U Wall -On -Grade (Interrupted)
Narruw Spread Footing ❑ Pont -Tension Slab U Drilled Pier
L ] Pad/Interrupted Footing 0 Wall -On -Grade (Continuous) Q Combination, 7pcs_____
(Check all that upply.)
The above foundation system will incorporate the following conmuctiun precautions common to slab -on -grade construction on
expansive soils. ❑ No Slab -On -Grade precautions required
14 Partition Voiding U Special Framing Requirements
Colamn/Plpe/Dnetwork SitcYing U Additional Upansion/Control/Tooled 3oints ❑ Other
Slab -on -Grade ❑ Structural Wood —
APPP.OVED
DATZ11NMAL
RRJRCTRD
DAT¢/INMAL
RLmARxs
Struc7HIExcaFootiDrille
Grade Beam Reinforcing
Found. void
Found. Drain
Structural Robar Slab
f7 Z'O(
t'.'
Slab -On -Grade Framing
` ,'• .:.
We declare that an authorized representative of this firm has observed the port' ns o the foundation tplem initialq',-Abovlrfor the referenced
property address. On -site observations revealed that the construction of the n ed was ip geticral 26tTdr'rhance wit, the plans.
F(rm Nurse 5{.....,,,. ` _ ... ' : ))Me
(Or(giadl Scat ,
e+
f (u rernnlc(un R199 !19! R. )f
WAir[ Copy • auadu Yellow CepJ' •RWC Pink Copy • SnA(neer Required) 01995 112ru6ers, PA