HomeMy WebLinkAboutLot Certifications - 07/22/2003 (3)July 14, 2003
STEWAKr&ASSOCIATES , 01
Consulting Engineers and Surveyors
GRADING CERTIFICATION
This is to verify that on June 20, 2003 the "AS -BUILT" elevations of the lot grading building
floors and lowest openings (top of window wells) of the newly constructed residence on Lot 5,
Block 5, Fossil Lake P.U.D. Second Filing, which is 3321 Wild View Drive were surveyed under
my supervision.
The grades and drainage patterns are in substantial compliance with the approved grading plan.
Richard A. Rutherford, P.E. &
Stewart & Associates, Inc.
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James H. Stewart and Associates, Inc.
103 S. Meldrum Street • P.O. Box 429 • Ft. Collins, CO 80522
970/482-9331 • Fax 970/482-9382
GRADING CERTIFICATE
LOT 5, BLOCK 5, FOSSIL LAKE P.U.D. SECOND FILING
LARIMER COUNTY, COLORADO.
JJ21 WILD VIEW DRIVE
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RICHARD A. RUTHERFORD
,9 DATE �w�
COLONY CONSTRUCTION, INC.
Lot Area = 7,440 sf
Top of Foundation = 13.3
prepared by Stewart & Associates, Inc.
4 N
/ 4
14.3 - f yI FG= 14.5 1. 12 \ :/-- � O
\\� = 15.3 i ` i ` `�, FG= I,2
13
t8
TF= � ` ��
�+ 11 I �+ = 13.5 1/ / l
/ � � FC= 11.6 /
A
cmL - - - -j • 14.1 A ► <�, TF= 12.3
Ln
1 /
14
FG= 14.4 f I >?�IMBi
13.9 • TF= 15.1 8 I / I s
/ I FG- 14.6 I 12.6 FG= \13.1 /�\ O _
1 TF= 15.3 j / • TF= 1\i.8
/ 14.5---------/; I T \ - 1, TF= 111.5 11 j
15.0 / 14.4 •
F= A5.7 I I / /� II
/ j � / 12 / , P` / -
/ I FC= 14.9 I i / FG= 12.0 / / f 10. F
I TF= 15.6 I
I I / 11.5• ` TF= 12.7
o_„ ,2 0 , I o
FG= 11.5 / I
/ 14.3• � � VIN
/ F'G= 14.8 / t FG= 14.1
/ ^ / /
TF= 14.8 /
/ / /
12. `� / � / FG= 13.6 / / � / FG= 11.7 /
/ •`.O j s: OA r/ TF= 14.3 j J % ( TF- 12.4
13.1
. / • / O / 1
13.6
FG= 13.1
/ % TF= 13.8
/ FG= 13.2 i �Ij 12.6 Aj /% �`. �/ �, 09.1 � i
TF= 13.9 f / FG= 09.6
FG= 12.6 � � \ i � TF= 10.2 '
TF= 1 3.3/ LOOP,
O 11.8 ��
/ / e12.0 TF= , / 4,4i r
/O) �'� FG= 12.3 10.7 �� / 11.5 O \ O�
TF= 13.0 � 3 s
/ FG= 11.3 /
1 1.2 10.0
FG 10.8 O
TF= 11.9 /�\ \yd / / 2
/ FG= 12.7 / \ A i ``� / / FG= 10.6
13.5 i ' / \ A / r/ TF= 11.309.3
/ FG= '10.5
/ - 10.5 9.8 10.1
099
TF/ 07 / 09.4`�` AA i
TF=
/ 24
TF= 12.0 / �C F(;= U9.1 TF= 09.8 14
23 \
> l A / \�' \ OA i /FG= 08.6//