HomeMy WebLinkAboutLot Certifications - 03/04/2011 (2)IMPROVEMENT LOCATION CERTIFICATE ��
FOR
BRANNEN DESIGN AND CONSTRUCTION
LEGAL DESCRIPTION: LOT 9, BLOCK 1,
HOMESTEAD P.U.D. 2nd FILING P.L.D. AND P.D. REPLAT,
CITY OF FORT COLLINS, LARIMER COUNTY, STATE OF COLORADO,
FND #4 REBAR ADDRESS: 2944 HEARTHSTONE DRIVE
w/YPC, LS 14823
S89013'23"W 164.30'
Alf —
II A 15.4'
Defta=29"53'14"
R=50.00 L=26.08 j1
\ �� 15.0'
Dir.=N22°42'12"W
Chord=25.79
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Defta=75°13'21"\
I R=50.00 L=65.64 I
m� Dir.=N00°02'08"W I -
O Chord=¢103
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FND #4 REBAR
W/YPC, LS 14823
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FND #4 REBAR
W/YPC, LS 14823
20 10 0 20
FND #4 REBAR
1 ° = 20' W/YPC, LS 14823
I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED FOR BRANNEN DESIGN A CONSTRUCTION AND THAT IT IS NOT A LAND
SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE,
BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT IMPROVEMENTS ON THE ABOVE DESCRIBED
PARCEL ON THIS DATE FEBRUARY 22, 2011 EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE
PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON
ANY ADJOINING PREMISES, EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT
CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
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37987 =: A
NOTICE:
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT 777 { 1:
LOCATION CERTIFICATE WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION �L
BASED UPON ANY DEFECT IN THIS IMPROVEMENT LOCATION CERTIFICATE BE COMMENCED MORE THAN TEN YEARS AFTER THE
DATE OF THE CERTIFICATION SHOWN HEREON.
NOTICE: ALL BEARINGS, DISTANCES, AND EASEMENTS ARE PER THE SUBDIVISION PLAT UNLESS OTHERWISE NOTED. COLORADO P.LS. NO. 37987
BRANNEN DESIGN & CONST. I HOMESTEAD PUD 2nd FILING
No. REVISION BY DATE
NORTHERN
ENGINEERING
2W l0°y M„�9tlY 19! F110"E, W1 1.4191 FM 9MMIA169
F9°CdW9,m 99lN
PROJECTIk 383-0012.34 DRAWN BY: LMS DATE: 2/23/71
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Final Grade Assurance Observation:
HQECffl
Per [he client's request, a representative of Cf'L has visually observed anMAR 0 3 2011
measured elevations of the grading around the home at the site referenced below.
The following summarizes our observations and opinions at the time of our visit.
Client: goo; &;
Job#• W >o,:P-V.ZZ, vod
Date: 7as // Contact: S�7 �r. +•�+r•�
Background Information:
Referenced Grading Plan: AIA
Dated: .0e%4jvs Job#: eL r--
G :.nn•rne
STA
Measurement
Elevation
Remarks
1
Q,V12-6,42
i,...rk
2
0,
3
.7
. L7
4
5
7 i V
AW2Jj AC.2AI
• r
6
7, XL
.3L
7
— •t/. 1
8
- 9
yZ,63
9
NS
10
gyp,
F,OL
11
4 9.3 3.47
12
, 9b
41jg. 12-
13
.V,o/
213
14
,;F v
Adf 3$44
15a
.sal
N,i
16
Al.
443AAS
17
y, / /
Ajf3j.4L9
18
C
4jL9,.27
19
W-e
20
, 32
21
, g /
-23
22
%7o
jd932,4z
23
d1,21
y ,/$
24
y,u
33,/V
25
dM3304
26
1 lj;Lf
27
AJ5240 L
28
Alt 12,H1
Cat,+.!
29
- . Z
2/, 7
z
30
- y. 014
431MAJ, VS
31
-4,7/
jq2/
32
-A1. y7
,#S
33
-4,i$
,
34
-No/
?y.
... S.
35
4,941
g
.d/
CTL I THOMPSON
Site Address: 19yy 1'4t7'4s10..,C JQNwe
Lot: / 9 Block: / Filing: 24&
Subdivision: A44
STA
Measurement
Elevation
Remarks
36
A A/
Anse
3
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
CTL I Thompson, Inc. 1 1103 Old Town Lane, Suite 20113, Cheyenne, Wyoming 82009
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