HomeMy WebLinkAboutLot Certifications - 02/14/2003 (3)February 12, 2003
STEWAKr&A SSOCIATES
Consulting Engineers and Surveyors
STORMWATER
RECEIVED
FEB 12 2w
GRADING CERTIFICATION
For Lot 17, Block 4, Fossil Lake P.U.D. Second Filing, 3338 Wild View Drive
This is to verify that on January 17, 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 17 were surveyed under my supervision.
The grades and drainage patterns are in substantial compliance with approved grading
plan.
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Richard A. Rutherford P.E. & E.S.
Stewart & Associates, Inc.
James H. Stewart and Associates, Inc.
Fow lake107blk4asUm 103 S. Meldrum Street • P.O. Box 429 • Ft. Collins, CO 80522
970/482-9331 • Fax 970/482-9382 Zu�. ��
PLOT PLAN OF
LOT 17, BLOCK 4, FOSSIL LAKE P.U.D. SECOND FILING
LARIMER COUNTY, COLORADO
A B UILT , SU PvEx OF G,eArn V6
Fps. IZ, Z 003 0.4
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13
400.
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COLONY CONSTRUCTION, INC.
Lot Area = 8,478 sf
Top of Foundation = 10.2
a
71'
SCALE — 1 "=20'
7-2-!-02 prepared by Stewart do Associates, Inc.
MATCHLNE - SEE SHEET 8
-��- m/ r-
iL_-__------�- '
•13.7
04
TF= 14.8 FG= 14.6 y �
w- 15.3 , I FG= 112.813
1 11i' i
TF= 113.5 �` , FG= 11.6 /
y �+ •--- `J----' • 1� 1 !' I TF= 123 /
14.1
4r
' ! // I i-------- i'•14..1114 8EW9i
FG= 14.4 I I 1 I g Sf
L 13.9 TF= 15.1 I / j 1 / I 4.6 12.6 FG= \13.1 /�\ °
TF= 15.3 / • TF= 1 .8
/ ® r 1 �• \ d \ Fc= 10.8 I
`---------- j TF= 11.5 it
1
I ,I -
/ / PF / I / 12 / ► / ^i 10. Y
FG= 14.9 , / FG= 12.0
TF= 15.6 _ / 11.5• TF= 12.7 / o `
w
12
FG= 11 1.5
\ TF= 112.2 , I�
14.3• / / \ J � / ��
i °s
i FG= 14.8 % / FG= 14.1 T
/ TF= 15.5 TF= 14.8 / I
12. �, / FG= 13.6 FG= 11.7
.0 i O !' TF= 14.3 i ,/ �` TF= 12.4
13.1 .O
/, \ FG= 13.1 /
12 \ / / TF= 13.8
I h
FG= 13.2 i /r/ 12 6 O i .` /09.1 �i T% I o
i . TF= 13.9/ Q- / / �� \ FG= 09.6 I I
FG 2.6 / \ TF= 10.2
TF= 13.3� / J \ ,
/ / • / tj ;/ .\Orr Og
/ TF= 12.7
FG= 112-3 / 10.7 /� 1 1 5 O
TF= 13.0 /
FG= 11.3 /
Oq TF= 12.0 f /•� /
to 70 FG= 11.2 CK 10.8 O
TF= 11.9
�► \nA 1 FG= 10.6
/TF= 11.3�
09.3
9 09 \ !� 1 1.2 ��` / / 10.1 �i / ,' W
FG= 09.8 % 08.6 09.4��` qO
.
TF= 105
24 / o 0.
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