HomeMy WebLinkAboutLot Certifications - 09/28/2006FROM :KIVR ENGINEERING
INC
FAX NO. :9706631660
Sep. 25 2006
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OVERY OT GRADING OBSERVATION
civil
SEP 2 5 2006
1
7 DATE: —415— tSe,
KIVA JOB #;
LISGAL : LQr io1 B�ocr Z �s [Ii�aJeef Z�' INSP. BY;
ADDRESS: 33Z:� G-n�G �n'E-tC ✓� �`/�
SITED RARING PLAN: ((dF�t7l,.iC t 1'. a. t I�'if tn��d tEr1C�,L lei 95�W Fe� � 4^3�0%
T—
We have measured rtlative elevations at the above mentioned location. The observed elevations were compared in the
GradingPlen referenced above. During our observations our representative measured the relative elevations at the lot sides
and comers, top of foundation, and lowest openings. Based upon our findings 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 conformance with the above noted Gradl rig 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.
19 During our observations our representative noted that the as mcasuted elevations do not conform to those
indicated on the above referenced grading plan. However, it is our op•i�nioo the griidl s as measured should
provide an adequate substitute to the above referenced grading scheme. {. 8r•S� sac-_ ap mez cktp N'w rs
�.ptJ•
OL See the attached "As -Built" grading plan,
❑ The elevations measured are not in conformance to the above referenced grading plan. Deficiencies include:
Other comments and/or observations:
2
3
Limitations:
11 is our opinion that the subject lot, as graded on the above date, should not interfere with otfsitc flows unless the grades are changed or barriers ate
created such as fences, garden terracing, aidewalle, and/or any landscaping which may change the estahliOod flowpauems by diverting or slowing
nmofIflow. Back611 adjacent m the residence may settle over time and allow ponding to occur around the foundntion walls. 7ht backfiII adjacent
to the residence must be monitored and maintained to ensure that mnof3. the foundation, 71u grades measured were compared
anlymUretequitementsahownnntheahnvorefamotadgradingplan.( �1�t�uiromentawhich maybespecified inthe soils report
or by office construction da-tqtra�to am beyond the seope of this p .- • F
Reviewed
Main Olflte , Ksq1 e-,j F7
5110 Granite Street, Suite D
Loveland, Colorado 80538
Phone; (970) 663-0138
Fax:(970)663•]660
love, Ian ttekivaenginee.ring.Cotr t
Branch Ofrice
,c 500 Klmbark Saver, Suite 101
Longmont, Colorado80501
rn nrq Phone: (303) 702-0661
Pare (303) 77"13
inngmotttgkivaezigineering. rrnn
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FROM :KIVA ENGINEERING INC
FAX NO. :9706631660 Sep. 25 2006 12:33PM P2/3
s
z
z
FIEVATIONS SURVEYED
9-•15-06
03.11
03.6
L�J 04.2
v
v_ u•— _
T.O.F. _
.TOP OF FOUNDATION
TBM-1 a
TEMPORARY BENCH MARK #1
B.O.W. m
BACK OF WALK
T.O.W,W,
- TOP OF WINDOW WELL
SILL -
BOTTOM OF WINDOW GLASS
WALKOUT
= BOTTOM OF WALKOUT DOOR
XX.X =
ELEVATIONS SHOT
X[J = SEE KIVA LETTER 1092-87-4-7 DATtD 9n9LOG
05.1
r—r—
• T=.
(T.O.W,W.)
05.8
(T.O.W.W,)
04.9ji. 05.5
TOF = 06.2
05.7
(T.0.W.W.)
05.3 05.6 05.7
(T.O.W.W,)
Or rr (BRK)
05.0 05.5 05.8 (SLAB)
� '
04.3 -
:". .
03.'7 3320 �ON� (B.O.W.) CREEK I)RIVF_
01.8
09.102. /
0,51
3.5
0 (BRK)
8
03.0
TBM-1
02.5
(B.O. W.)
SEP 2 5
NOTE;
THE ELEVATIONS SHOWN HERE ON ARE BASED
ON THE SIRVLY PERFORMFD ON 9-15-n6 AS -BUILT GRADING ELEVATIONS
%iVA, Zvt1it unft9, Inc. E3 R O N S F R T
1092-B7. 4,-7
Wort
9 19 06 ._ 6trmtsmrU 9mballw C.ioil LO'f 10, BLOCK 2, FOSSIL LAKE RANCH 2ND
1"
SCALE
0110 Granl4a Street, Suite D Phonr, (970) 883 — 0138 FORT COLLINS, COLORADO
=AWN. Lavwmd, (40rodo 8009 rar (970) 063 •- loco _
CPH _ www.kivamg1neer1n9.c m 10w1and9kkam01loaing.aam"'-"—
FROM :KIVA ENGINEERING INC
rig ' 1 9 1 M
I Im ti, iL
IN
FAX NO. :9706631660
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Sep. 25 20e6 12:33PM P3/3
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