HomeMy WebLinkAboutLand Surveys - Improvement Location Certificate - 09/21/2024N
0
0
°
1
0
'
5
9
"
W
1
9
0
.
0
0
'
S 48
°
3
2
'
2
7
"
E
70.5
8
'
S
0
0
°
1
2
'
2
1
"
E
1
4
3
.
3
3
'
6.8'
4.
6
'
9.1'
1.0'
2.6'
1.0'
4.7
'
4.7'
4.7
'
1.0'
2.7'
29
.
8
'
15.8'
7.
3
'
20.3'
30
.
5
'
4.3'
1.0'
18
.
0
'
12.4'
18
.
0
'
12.4'
STONE PATIO
FOUNTAINST
O
N
E
W
A
L
L
ST
O
N
E
P
A
T
H
ST
O
N
E
P
A
T
H
ST
O
N
E
P
A
T
H
COVERED DECK/ENTRY
RESIDENCE ON
STONE FOUNDATION
FF=4974.5
GARAGE ON SLAB
FF=4971.2
STORAGE AREA
NO FOUNDATION
COVERED DECK/ENTRY
CONCRETE WALK
CO
N
C
R
E
T
E
W
A
L
K
CON
C
R
E
T
E
W
A
L
K
EDGE OF ASPHALT/
VERTICAL CURB AND GUTTER
STORM
INLET BOX
EDG
E
O
F
A
S
P
H
A
L
T
/
VER
T
I
C
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
STO
R
M
INL
E
T
B
O
X
ED
G
E
O
F
A
S
P
H
A
L
T
/
VE
R
T
I
C
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
CONCRETE
DRIVE APPROACH
EDGE OF ASPHALT20' ALLEY
RECEPTION NO. 1727 (1873)
15
.
9
'
0.
5
'
26.7'
CIT
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
LOC
A
L
H
I
G
H
F
L
O
O
D
W
A
Y
4971
4973
49
7
2
4971
49
7
1
4971
497
2
497
1
4972
49
7
2
LOT
1
4
LOT
1
7
E. OAK STREET
100' RIGHT OF WAY
RECEPTION NO. 1727 (1873)
WH
E
D
B
E
E
S
T
R
E
E
T
10
0
'
R
I
G
H
T
O
F
W
A
Y
RE
C
E
P
T
I
O
N
N
O
.
1
7
2
7
(
1
8
7
3
)
RIV
E
R
S
I
D
E
A
V
E
.
140
'
R
I
G
H
T
O
F
W
A
Y
REC
E
P
T
I
O
N
N
O
.
1
7
2
7
(
1
8
7
3
)
CIT
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
HIG
H
F
L
O
O
D
P
L
A
I
N
CI
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
HI
G
H
F
L
O
O
D
P
L
A
I
N
N 89°55'41" W 100.00'
S 89°55'42" E
47.19'
112.44'
S
0
0
°
0
9
'
5
3
"
E
1
9
0
.
0
0
'
77.6
2
'
N 90°00'00" W 109.60'
19
0
.
2
0
'
49.98'
19
0
.
0
0
'
(
R
)
225.14'
20
'
10'
S
0
0
°
1
2
'
1
8
"
E
1
6
3
.
4
6
'
30.1
8
'
46
.
6
7
'
52.73'
74.99'
S 89°55'41" E 400.00'
44.8
3
'
13.3
9
'
40.6
9
'
111
.
4
3
'
100.03'
N 89°55'12" W 324.72'
74.91'225.14'
174.72'140.00' (R)
S
0
0
°
1
2
'
1
8
"
E
1
5
4
.
6
1
'
5
8
7
6
1 2
3
4
9 10 11
19
0
'
(
R
)
175.5' (R)
112
'
(
R
)
123
'
(
R
)
40
0
'
(
R
)
18
9
.
5
3
'
(
M
E
A
S
.
)
HELD
75.00' (R)N 89°55'41" W 100.00'
N
0
0
°
1
0
'
5
9
"
W
1
9
0
.
0
0
'
S 89°55'42" E
47.19'
S 48
°
3
2
'
2
7
"
E
70.5
8
'
S
0
0
°
1
2
'
2
1
"
E
1
4
3
.
3
3
'
100' (R)50' (R)75' (R)
75.00' (R)
75' (R)
100' (R)
100' (R)
(MEAS.)
(R
)
-
H
E
L
D
E. OAK STREET
E. MOUNTAIN AVE.
PE
T
E
R
S
O
N
S
T
R
E
E
T
WH
E
D
B
E
E
S
T
R
E
E
T
RIV
E
R
S
I
D
E
A
V
E
.
20' ALLEY
10
'
A
L
L
E
Y
S 89°55'42" E 400.00'
N
0
0
°
1
2
'
2
1
"
W
1
9
0
.
0
0
'
400' (R)
400' (R)
BLOCK 151
S 48
°
3
2
'
2
7
"
E
3
8
8
.
7
3
'
S
0
0
°
1
2
'
1
9
"
E
4
0
0
.
2
0
'
LOT
1
6
LOT
1
5
LOT
1
4
LOT
1
3
LOT
1
2
LOT
1
1
LOT
1
0
LOT
9
LOT
2
2
LOT
2
1
LOT
2
0
LOT
1
9
LOT
1
8
LOT
1
7
VICINITY MAP
BLOCK BREAK DOWN
MONUMENTATION
1 - FOUND 5/8" REBAR WITH 1-1/2" ALUMINUM CAP "PLS 28289"
2 - FOUND 5/8" REBAR WITH 1-1/2" ALUMINUM CAP "PLS 28289"
(NOTE MONUMENT IS 2.82 FEET EAST OF CALCULATED RIGHT OF WAY LINE SHOWN)
3 - FOUND 1/2" REBAR WITH OUT A CAP OF CALCULATED RIGHT OF WAY LINE SHOWN)
4 - FOUND 1/2" REBAR WITH 1" PLASTIC CAP "LS 4502 - STEWART AND ASSOC"
(NOTE MONUMENT IS 0.08 FEET NORTHEAST OF CALCULATED RIGHT OF WAY SHOWN)
5 - FOUND 1" STEEL BAR SET IN CONCRETE
6 - FOUND 1/2" REBAR WITH 1" PLASTIC CAP MARKED "LS 7839 - STEWART AND ASSOC"
7 - FOUND 1/2" REBAR WITH OUT A CAP
8 - FOUND 1" IRON PIPE
9 - FOUND 1/2" SQUARE BAR
10 - FOUND BOLT WITH SQUARE HEAD
11 - FOUND 3/4" IRON PIPE
(NOTE MONUMENT IS 0.47 FEET NORTH OF CALCULATED RIGHT OF WAY LINE SHOWN)
*INDICATES THE POSITION WAS HELD AS TO CREATE RIGHT OF WAY LINE
SET 1/2" REBAR WITH 1" PLASTIC CAP MARKED "LS 38692"
LEGAL DESCRIPTION:
LOTS 15 AND 16, BLOCK 151, IN THE CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO.
NOTES
- THIS SURVEY IS BASED ON A TITLE COMMITMENT PROVIDED BY STEWART TITLE
GUARANTEE COMPANY, COMMITMENT NUMBER: 3117524-04210, DATED AUGUST 28,
2024 AT 7:00AM.
- THIS PARCEL IS FOUND IN A ZONE X FLOOD HAZARD AREA PER THE FEMA FIRM MAP
NUMBER 08069C0979H. THE PARCEL IS LOCATED IN THE LOCAL CITY OF FORT COLLINS
HIGH FLOOD PLAIN AND THE LOCAL CITY OF FORT COLLINS HIGH FLOODWAY IS
IDENTIFIED ON THIS SURVEY.
- SUBJECT PROPERTY ADDRESS IS 426 EAST OAK STREET, FORT COLLINS, CO 80524.
- ALL UTILITIES ARE SHOWN USING SURFACE EVIDENCE ONLY, UTILITY LOCATES WERE
NOT ORDERED FOR THIS SURVEY.
- ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM VERIFIED BY CITY OF
FORT COLLINS BENCH MARK 7-00. SAID BENCH MARK HAVING A PUBLISHED
ELEVATION OF 4989.03 AND IS LOCATED ON A STREET LIGHT POLE BASE IN THE
SOUTHEAST CORNER OF STOVER ST. AND ELIZABETH ST.
- BEARINGS ARE BASED ON THE NORTH LINE OF BLOCK 151 TO BEAR N90°W BETWEEN
TWO FOUND 5/8" REBARS WITH 1-1/2" ALUMINUM CAPS MARKED "PLS 28289".
- LINEAR UNITS ARE SHOWN IN U.S. SURVEY FOOT
- THE TOTAL AREA CONTAINS 17,762 SQUARE FEET (0.408 ACRES) MORE OR LESS.
SCHEDULE B-2 EXCEPTIONS
1. - 8. (LOCATION CANNOT BE DETERMINED BY RECORDED/PROVIDED DOCUMENTS)
9.EASEMENTS, RIGHTS OF WAY AND ROADS AS SHOWN ON THE PLAT OF THE
TOWN OF FORT COLLINS RECORDED IN PLAT BOOK 1, PAGE 48.
EASEMENTS AND RIGHT OF WAYS ARE SHOWN ON SURVEY.
10.TERMS, CONDITIONS, PROVISIONS, AGREEMENTS, EASEMENTS, AND
OBLIGATIONS SPECIFIED UNDER THE DEED OF LIMITED CONSERVATION EASEMENT
IN GROSS RECORDED AUGUST 27, 1997 AT RECEPTION NO. 97055344.
ITEM IS BLANKET IN NATURE.
11.TERMS, CONDITIONS, PROVISIONS, AGREEMENTS, EASEMENTS, AND
OBLIGATIONS SPECIFIED UNDER THE ORDINANCE NO. 187, 2000 RECORDED AUGUST
28, 2002 AT RECEPTION NO. 2002091567.
ITEM IS BLANKET IN NATURE.
CERTIFICATION:
I CHRISTOPHER L. THEW, A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS
PLAT IS THE RESULTS OF A SURVEY MADE BY ME OR UNDER BY DIRECT SUPERVISION.
SURVEYOR: CHRISTOPHER L. THEW, PE-PLS
NOTICE: According to Colorado law you must commence any legal
action based upon any defect in this survey within three years after you
first discover such defect. In no event, may any action based upon any
defect in this survey be commenced more than ten years from the date
of the certification shown hereon.
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
RE
V
I
S
I
O
N
:
DR
A
W
N
B
Y
:
FI
E
L
D
D
A
T
E
:
PR
O
J
E
C
T
N
O
.
:
CL
I
E
N
T
:
DW
G
.
D
A
T
E
:
S
OF
H E E T
30
6
E
.
E
L
I
Z
A
B
E
T
H
S
T
R
E
E
T
FO
R
T
C
O
L
L
I
N
S
C
O
L
O
R
A
D
O
(9
7
0
)
2
3
2
-
9
4
8
2
ct
h
e
w
@
t
r
i
-
p
e
a
k
s
.
c
o
m
TR
I
-
P
E
A
K
S
,
L
L
C
CL
T
W2
4
-
0
0
8
9-
1
0
-
2
0
2
4
9-
1
3
-
2
0
2
4
CH
R
I
S
T
O
P
H
E
R
A
N
D
K
A
T
H
E
R
I
N
E
H
E
R
R
1
1
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SITUATE IN THE SOUTHWEST 1/4 OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
IMPROVEMENT SURVEY PLAT
LEGEND
AIR CONDITIONER
ELECTRIC METER - CONDUIT
UTILITY POLE
TELECOMMUNICATION PEDESTAL
TELECOMMUNICATION MANHOLE
FIRE HYDRANT
WATER VALVE
IRRIGATION CONTROL VALVE-BOX
GAS METER
SIGN
FENCE LINE - WOOD
FENCE LINE - WIRE
FENCE LINE STEEL RAIL
OVERHEAD WIRE-GENERAL
BOUNDARY LINE
PLAT LOT LINE
PARCEL LINE
FORT COLLINS LOCAL FLOOD ZONE LINE
CONTOUR MAJOR
CONTOUR MINOR
RECORD DISTANCE(R)
5000
5001
**
*
*
*
*
*
*
18.4'
BASIS OF BEARINGS