HomeMy WebLinkAboutLot Certifications - 02/17/2006FROM :KIVA ENGINEERING INC FAX NO. :9706631660 Feb. 16 2996 93:59PM P2
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OVERLOT GRACING OBSERVATION DATE: Wit,
CLIENT: 62431, pf, KIVA J013 #: SQ32(p-.7 _a -o
LEGAL: 1 .•y 1 t'S IF.- !a'WI'77 sJ A-r t �S+� LJatcr= iNSP. BY: Ci A
ADDRESS: 5(-1:5 666D l +-i2a,./F
SUFJORADINO PLAN: E.J - •Oc -
46--p zw C4tf'4r.
We have measured relative elevations at the above mentioned location. The observed elevations were compued to the
Grading Planreferenced above. During our observations ourrepresentative mcasusd the relative elevations at the lotsides
and comers, top of foundation, and lowest openings, flared upon our findings it is our opinion:
The elevations as measured are in general confomrance with the above noted Grading Plan. -
The elevations as measured are in general conformance with the above noted Grading Plan with the following
exception-:
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. lZ 6e+63 Sf atMEt Ce�m r J7
re-L + r-
K See the attached "As -Built" grading plan.
O The elevations measured are not In conformance to the above referenced grading plan. Deficiencies include:
Other rAr"» •"«.., t�...1,..rverinnar
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5
Einfitattom,
it is our opinion that the subject lot, as graded an the above date, should Tint interfere with ot$ite flows unless the grades are changed ar bio ieis arc
created such as fences, Santa+ terracing, sidewalks, amVar any landscaping which may clwnge the ostablishnd flnw patterns by divating or slowing
runoff flow. Baokfill adjacent to tha residence may scttic over time an %'"0 tdlp to occur around the foundation walls. The backtllt adjacent
to the residence must be monirorod and maintained to ensure that ON the foundation. The grades measured were compared
only tothetcquitcmatts shown on the abovCmfc=C;sd grading p#�- � quirematts which maybe specified in the $oils repan
or by other cartvudion documents are balond the scope of
Reviewed
re
Mai ty
Granite Street, Sutra D
Lovalund, Colorado g063g
Phone; (970) 661-OZO
Fax: (710) 66.3.1660
Ioveland0kirerginear big.com
llranch Office
S110 Kimbark Street, suite 101
Longmont, Colorado 80RI
Phone:(303) 7024"l
Fax: (303) 774.8413
longmon roUvaengineuring. com
FROM :KIVA ENGINEERING INC FAX NO. :9706631660 Feb. 16 2006 04:00PM P3
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LLCVAnDNS SURVLYED
2/14/06
TBM-• 1
87.6
(u.0. W. )
3633 WILD VIEW DRIVE
1❑
88.3
,ALE)
(WALE
89.
88.8
R47
89.7
(T. 0. W. W.)
(t~,LL
89. D
® I
R9.0
(Rwtu.w:)
89.31 x
89.31 Ic
es.t
(sweL[)
x
8 9. 3 11 (BRK)
89.4
—L L c;
L INI]—
T.O.F. ►
TOP OF FOUNDATION
TBM-1
TEMPORARY BENCH MARK h%
B.O.W. m
BACK OF WALK
T.O.W.W.
TOP OF WINDOW WELL
SILL w
BOTTOM OF WINDOW GLASS
WALKOUT
= BOTTOM OF WALKOUT DOOR
XX,X m
ELEVATIONS $HOT.
[XJ � SEE KIVA LETTER DATLU 2/15/
86.7
_. .. _ .. .:c87,0
88 8 87.1
c-❑ P. TOF = 90.3 87.9
88.7
89.7
j�(T. O. W. W,)
I 89.5 87.8
88.0
y 88.3
x
89.1 3
e oa-3
90.1
N OTE:
THE ELEVATIONS
SURVEY PLI (IRMED ON ARE BASED
ON1HF2/14/06
AS -BUILT GRADING ELEVATIONS
im R,. 'x,, y�[.17 9is�:erin 1ttic, C K A I G E A S T
8826-1-1-1
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1CR0� Ottn Granite Shari, SmI(o D Phone: (070) I:I1.. - 013E FORT COLLINS, - .
10=7
LowIGRt1. Colorado e0036 Fax (970) W -FIRA'%4- w
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www.kiwrnghrering.com Iowlond6lflVWnglnnnringcam _
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FROM :KIVR ENGINEERING INC FR< NO. :9706631660 Feb. 16 2096 O4:99PM P4
FG=90.70 FG-=89.79 FG=88.88
TF=91.36 TF-90.45 TF= 89.54
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