HomeMy WebLinkAboutLot Certifications - 09/20/2006FROI 1 : K I VA ENGINEERING INC FAX NO. : 9706631660 Sep. 19 2006 08: M RMATE R
RECEIVED
%ivx Z411. "t-m9, Inc.
5tmrta4ro,1 9f-vtmfvniW C4Vit SEP 1 9 2006
OVERLOT GRADING OBSERVATION DATE: � •-1�� 90�0' ��
CLIENT: L-f(. 6cKTVA JOB #
LEGAL: 1r 11. 5 uoc cc � ASS 44 @:-J: ?A-Y-A Z tP INSP. BY:
ADDRESS: 3SZ%
SIT&GRADING PLAN: 4-Sri.c•-,1
We have measured relative elevations at the above mentioned location. The observed elevations were compared to the
Grading Plan referenced above. During our observations our representati ve measured the relative elevations atthe lot sides
and comers, top of foundation, and lowest openings. Based upon our ftodings it is our opinion:
❑ The elevations as measured are in general conformance with the above noted Grading Plan.
❑ The elevations as measured arc in general oonformance with the above noted Grading Plan with the following
exceptions:
It is our opinion these exceptions, noted above, should not adversely change the grading scheme as shown on the
above referenced plan.
During our observations our representative noted that the as measured elevations do not conform to those
indicated on the above referenced grading plan. However, it is our opinion the grades as measured should
provide an adequate substitute to the above referenced grading scheme. S&& pT)+6.e C;6, 4qjr't
FS6-sa..r .
See the attached "As -Built" grading plan.
❑ The elevations measured are not in conformance to the above rcfcrmccd grading plan. Deficiencies include:
o4 f04-W,
per•
It is our oyhtion that the subject lot, as graded an the above date, should not interfere with offsite flows unless the grades an: changed or banien are
aveled such as lenees, garden terracing, sidewalks, andlar any landscaping which may uhange the established flow patterns by divordng or slowing
nmoff flmv. Baakff ll adjacent to the residence may settle over tlmcc
o ip to Our around the foundation walls. ?he baekfill adjacent
m to the residents:ust he monitored and maintained to ensure the I the fmmdation. Ile grades aa:eaured wde compared
only to the PcVfrmnrnmshown ontheabove referenced�'ceding tl>�1tin grequitectxnuwhich maybeapetifiedinthe soils tt}+on
or Ivy other construction documents are beyond the scope of at1,� F(+ •.•p �'
Reviewed by
Main Office Branch Office
5110 C, n to Street Suite D h l a' ��. ' 500 Kiathad<Street S nun 101
"' I� an
Loveland, Colorado 80538 - Lon gm 4 Coloradu 80301
Phone: (970) 663.0138 www.kiygongmetring.com rhone (303) 702.0661
Fax: (97n)663I660 Fax: (303)774-6413
lovelandMavaengineerhtg.com longmontemkivaengineering.corn
6-6
FROM :KIVA ENGINEERING INC FAX NO. :9706631660 Sep. 19 2006 08:37AM P2/2
ELEVATIONS SURVEYED
9-12-06
r C "�91 �
94.4
94.1 LJ (BRK)
(B.0.W.)
��
94.6
(B.O.W.)
Y.
—L. t U
t N U—
T.O.F.
TOP OF FOUNDATION
TBM-1 TEMPORARY BENCH MARK f1
B.O.W.
BACK OF WALK
T.O.W.W.
TOP OF WINDOW WELL
SILL =
BOTTOM OF WINDOW GLASS
WALKOUT
= BOTTOM OF WALKOUT DOOR
(.X m
ELEVATIONS SHOT
U = SEE KIVA LETTER 1526-27-21-7 DA7eo 9/14/0e
94.1
(B.O.W.)
94.3 93. (7 &o.p )
(B.O.W.) 93.6 Q
93.8 9 \
6.4
4.1
�oPE�L6.6 96.7
95.80-W.w.)(T.O.W.W.)
t�
93,
} T0F — 9.2
CA -t
MISSJNGX((
' (. l AL
�o;.0
•. •\. ♦�- (T.O.WWw.) I
1p, • �•� .. i~ �.i.p::. " ,. SLAB a 96.9
:1615
Ste', �':. ; : • ITYPICALL ; r;
96.1
�::�'•`•,•;• ��` �96. _ram 4.494.3 94.0
95.1
95.5
94.9 C.
TBM-1
94.5
MOM)
NOYE:
THE ELEVATIONS SHOWN HERE ON ARE BASED
ON THE SURVEY PERFORMED ON 9/14/06
IT
QIc-co
93.
3.8
SEP 1 9 2006
AS —BUILT GRADING ELEVATIONS
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,s26-27-21-7
DIITC
0/14/05 Stmctuw C9"twAr�icNt e4vu LOT 11. BLOCK 9, FOSSIL LAKE RANCH 2ND
j Epy 6110 soon• Str«6 sane D Phone; (97o) 663 - m36 FORT COLLINS, COLORADO
:A4M Loveldne. Cove& a" Fai (970) $63 — 1650
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