HomeMy WebLinkAboutLot Certifications - 04/08/2005 (4)FROM :KIVA ENGINEERING INC
FRX NO. :9706631660 Apr. 07 2M 03:07PM P1
STORMWATER
ova ZnImee nti , TN.L. RECEIVED
Stmcturpt.t 9eotecknicat Uvil APR 0 8 2005
OVERLOT GRADING OBSERVATION DATE:
CLIENT: KIVAJOB #; iSZta-3a.• ta4-oS
LEGAL: tar Z3� SaI�F`— L1ot)r1 @ �oSS�L �+4�[� INSP. BY;
ADDRESS: �lq4
SrMORADINGPLAN; l�lo�ulltrlW $€ -off—Oc79o'O0-03
We have measured relative elevations at the above mentioned location. The observed elevations were compared to the
G1idingPlan 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:
a
The elevations as measured are in general conformance with the above noted Grading Plan.
The elevations as measured are in general conformance with the above noted Grading Plan with the following
It is our opinion these exceptions, noted above, should not adversely change the grading scheme as shown on the
above referenced plan.
o During our observations our representative noted that the as measured elevations do not conform to these
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 Wading.scheme.
1» 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:
Limitations:
It is our opinion that the subject lot, as graded on the above date, should not interfere with offsite flows unless the grades
are changed or barriers are created such as fences, garden terracing, sidewalics, and/or any landscaping which may change
the established flow patterns by diverting or slowing runoff flow. Backfill adjacent to the residence may settle over time
and allow ponding to occur aroun walls. The backflll aQjaeent to the residence must be monitored and
maintained to erasure that runoffh
foundation. The grades measured were compared only to the
requirements shown on the aboOther minimum grading requirements which may he specified
in the soils repott or by otherbeyond the scope of this report.
.� ,,.
Reviewed by: � � Dare' �,�flGtj
t 1 He °:'�LE,1to� toles.
Main Office f ........
Branch Mice
5110 e;ranite Street, Sulte D ��. \`r SOO ICimbark Street, Suite Loval and Colorado A05s8 t�I.tmgtnont Colorado 80501
Phone: (070) W-0138 www.tdvacngineeri corn Phone: ($03) 702-0661
Fas (970) "3-166o Fe . (SM) 774-8413
lovelandakivaengineedn&com lcmgniont*kivaenRinacrinx.cum
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FROM :KIVA ENGINEERING INC
FAX NO. :9706631660 Apr. 07 2005 03:08PM P2
TAM-1
88.7
(B.O.W.)
ELEVA71ONS SURVEYED
4/4/08
STORMWATER
RECEIVED
al.w
(B.O.W.)
NOTE:
THE ELEVA71ON5 SHOWN HERE ON ARE BASED
ON THE SURVEY PERFORMED ON 4/4/08
T.O.F. a TOP OF FOUNDATION
TBM-1 TEMPORARY BENCH MARK #1
B.O.W. — BACK OF WALK
L.WS.T. LOWEST OPENING (TOP OF WINDOW WELL)
SILL - BOTTOM OF WINDOW GLASS
WLKOUT - BOTTOM OF WALKOUT DOOR
)OLX — ELEVATIONS SHOT
® - SEE SCA LETTER ATW a
0 �e
AS —BUILT GRADING ELEVATIONS
SCOTT, COX &ASSOCIATES, INC. I
4c
Consulting Enginoere LOT 23. SWIFT ADDITION 0 FOSSIL LAKE
Street. 5110 OMU Set. SWRe 0 LoVWMd, Cerorede om FORT COLLINS, COLORADO
(070) 003 — M36 =9/1t
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FROM :KIVA ENGINEERING INC FAX NO. :9706631660 Apr. 07 2005 03:OBPM P3
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