HomeMy WebLinkAboutLot Certifications - 07/26/1999JUL 14 99 WED 9:12 AM FOUNDATION_ENGINEERING FAX NO, 19706631660 P, 1
FOUNDATION II Consulting .
ENGINEERING F"""Reers,tnc.
5,ir:�
JUL 1�410
Jury 12, 1999 t/ to
Conrrnis5ion101092-60-52-05
Bronsert Construction
4131 Saddle Notch Drive
Fort Collins, Colorado 80526
KF.: Overlot Grading for Lot 28, Block 2. Fairbrook .1 ract "A" (2727 Holly Street) Fort Collins.
Colutado
("jentlemcn:
we have measured the relative elevations at the abuvc referenced address. During the investigation.
we measured elevations at the lot sides and corners, top of foundation, lowest opening, the dralnage
swalcs on the east and south sides of the subject lot.
Our representative noted that the grade break on the west side of the subject lot allowed runoff floe'
u, reach the sidewalk to the north and the Swale to the south. The swale on the south side of the subject
iot allowed runoff flow to reach the sidewalk to the east. 'fhc residence to the west of the subject lot
(Lot 27) was complete with landscaping and fettcirrg in place, and the lot to the south of the subject
lot (Lot 29) was complete and graded at the tints of our investigntion. Based on our observations. and
the information available to lltis office. the slopes and elevations as measured are in substantial
conformance with lire FHA grading plan completed by Northern krigineering Services, Job Nurnbc:
9435.00. dated 9/25198.
Furthermore, it is our opinion that the subject lot, as graded, should not interfere with offsite flows, nor
cause runoff to now into another residence unless the grades arc changed or barriers are created such
as fences, garden terracing, sidewalks 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 around the foundation walls. The backfill adjacent to the residence must
be monitored and maintained by the homeowner to ensure that runoff will flow away frill] the
foulidaliurt.
if you have an), questions; please feel free to call.
u rill Iv-
ReYigwed
_ K CV1'J 7
Clif d . Haut, James A:C>h�try>•'
Environniental/Frth Sciences Specialist t'OUNDA'1 t2.&� OIL$.l'T�I`>Nf:CR1NG, INC.
CFI I 6.t'OPdAL .�1
5110 Granite Street, Suite 1) al.oveland. Colorado 80538 •(970) 663.0138 -Fox (970) 663.1660
' $00 Kimbark Street, suite 101 *Longmont, Colorado 80501 •(303) 702.0661 •Fax (303) 774•841'i
JIJ -14-99 WED 9:12 AM FOUNDATION_ENGINEERING
4.
REVISED op.ADING PLAN
2727 qo�L 1'
BENONr,a w 19.6 a S rREE r
NW p/C
(BAr,K OF WALK)
d
d '
d
20.5 21.3
20."1 21.4
TOP OF
FOUNDATION
a 22.2
LOWEST OPENING
a 1'1.2
112
FAX NO. 19706631660 R
ELEVATIONS bUY@O
1.12.99
NE P/C
15.5 N. LINE
(5-O.W.)
C
15.3 NE Pi
E. LINE
15.4
(B.O•W.)
20.0 T
19-$ � d.� 11.5 15.5
: (B.O.W.)
f9.2
16.3 15.'i
(B.O.W_)
NOTE•
THI& GRADING+ RAN 18 aAbED UF'ON THE AEBT (IFOISClA!IC
AVAILABLE TO THIS CWIGE AT THE TIME OF bUR4Y• i��
A'? �� FOUNDATION GCII.1�euILrlAid BRONSERT CONSTRUCTION
Pi— L�1V�IAlLCff•O LOT 28, BLOCK 2. FAIRBROOK TRACT •A•
Tn2�93 ENGINEERING FORT COLLINS. COLORADO
scL'M
r.�m' ._...�.. e. rPVWMATlnd AND SOILS ENGNEER(NG --
JUL 14 99 WED 9:13 AM FOUNDAITION-ENGINEERING FAX 110. 19706631660 3
1111 r ►� �
24.0 I 22.41
-�-,-- _+2r
216
27
2 4.8
00
19.
28
T 'F.ELEV
=22.2
I I f
&VMS T F
15.2
14
3' 7
AUTOMATIC COVER SHEET
DATE : JUL-14-99 WED 9:13 AM
TO : STORM WATER
FAX # 2216619
FROM : FOUNDATION -ENGINEERING
FAX # : 19706631660
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