HomeMy WebLinkAboutLot Certifications - 08/11/1999 (3)",' . AUG 12 99 THU 2::41 PM- FOUNDATION_I NGINEERING FA>< N0. 19706631660 P. I
FOI NDATION F.nameering,
AND
SOILS Inc.
4 �o STn�'�� WATER
AUG 1110 .
August 11, 1999 ff/ y
C nttnission No. 1782-46 11 6
G
The Genesee Company ( t✓
3307 South College #200
Fort Collins, Colorado 80523
R .": Overlot Grading for Let: 61, Red Fox Meadows, i;l.`i112 Wicklow Place) Fort t7h.1 iv,
Colorado LT� >
Gentlemen:
We have measured the relative elevations at the above referenced address. hiring the investigatir;ti.
we measured elevations at the lot sides and corners, top of tOLlnClatl421. trawest ol►�nj rtg; and a1 v:,r.i o�,
locations around the subject lot
Our representative noted that the swales on the north and south sides of the subject lot allowrai
runotf ftnw to reach the sidewalks aloft) the north, west and east property lines. The residence is
the. south of the subject lot (Lot 49) was under construction at the time of our investigation. Dasrz'.
on our observations: and the. information available to this office, the slopes and elevations L�,
measured are in substantial conformance with the FIIA xrddinit plane Lumpletzd by Stewart &
Associates for Lagunitas, dated 7/95.
F'urthericuwrc, it is uur opinion that the subject lot, as graded, should not interfere with offsitc floe-,.
nor c;xusc I W Off to flow into another, ru
residence unless -the grades arc changed or barrier,,; crcat� �c!
such as 161ices, garden terracing, sidewalks and/or any landscaping whichmay change the establ i.:+cc;
fluty patterns by diverting or slowing runoff flow. Backfill adjacent to the residence may settle over
time anj al low ponding to occur around [hc foundation wails. The backfill adjacent to the residcnc%:
must be tuvuitored and maintained by the homeowner to ensure that -runoff will flow away from the;
fourttlatiuft.
if you leave any questions, please feel free to call.
Respec tll
C1if urd P. �tal:lllialr
- ,.
EnviiutuucSciencesSpecialist
CPU
Rcv'cwed by.:
G/vw�0
James A. Cherry. P.F.
FOUNDATION & SOILS ENGINEERING. INC.
a 1 I O Granite Street, Suite P. -Loveland. Colorado 80538 o(970) 663-0139 •Fax (97Q) 663-1660
500 Kimbark Street-. Suite 101 -Longmont; Colorado 80301 003) 702.0661 a,F'ax (301) 7741-841 ;
AUG 12 99 THU ?,:42 PM FOUNDATION-ENGII LIKING FAX •KO: 19706631660 P, 2
A5-51JILT GRADE ELEVATION5
U�
zj
ELEVATIONS 61I NSTEO
V.
5'25 -
�� (RO.C.a G.) •5?.a
_ l5.0 W.)
°
1 y 52.5 \
e \
2.9 TU' .UN \ \\ 60B
\ FOUNDATION
N \- - P/C
. 53.P� SO-3
523 LOWEST OPENING �AN. E
re.o.c:a �� ��
NE F'/G
51. E. LINE
� lB.O.liJa.
50:9 \�
48?
BENCHMARK
-. SE P/C (BACK OF:
CURD a GUTTER)
NOTE.
THIS GRADWsPLAN IB BASED UP4N THE. BEST IN 04MATION
AVAILABLE TO TH16 OFFICE AT TwE TAME OF t5l9vay,
1162 !i'6 - P C UNDAT I O cc�a��uL. t I� -THE GENE5EE CO`1PAN. "'
i V g 6a I � I t! i s=►�� f N E E IR 0 LOT 62, REO FOX nEaDOWO
i Z G I 1 !a t OF FORT COLLINS. COLORADO _.
ofuwi, - STRUCTURAL FOUNDATIQN. AND 90ILS ENGIN6ERINCs —
GJl CZLGRADO 'Y�bD•®1•r0 - _. -- -- --
AUG 12 99 THU 2:42 PM FOUNDATIONENGINEERINGF.AX NO, 1970663,1660 P. 3
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