HomeMy WebLinkAboutVON VIHL HEIGHTS THIRD SUBDIVISION - BDR240007 - SUBMITTAL DOCUMENTS - ROUND 2 - Supporting DocumentationLOT 10,
VON VIHL HEIGHTS SUBDIVISION
RECEPTION NO. 765654 (1959)
30' RIGHT OF WAY PER PLAT
LOT 11,
VON VIHL HEIGHTS
SECOND SUBDIVISION
RECEPTION NO. 778734 (1960)
LOT 12,
VON VIHL HEIGHTS
SECOND SUBDIVISION
RECEPTION NO. 778734 (1960)
30' RIGHT OF WAY PER PLAT
THE ELLIOT - MILLER FOOTHILLS
WEST SUBDIVISION THIRD FILING
RECEPTION NO. 964888 (1969)
50' RIGHT OF WAY PER PLAT
ADDITIONAL 7.5' DEDICATED PER
RECEPTION NO. 20120065579
THE ELLIOT - MILLER FOOTHILLS WEST
SUBDIVISION THIRTEENTH FILING
RECEPTION NO. 112769 (1975)
50' RIGHT OF WAY PER PLAT
UNPLATTED
RIGHT OF WAY PER:
RECEPTION NO. 19960041724
THE PONDS AT OVERLAND TRAIL
FIRST FILING
RECEPTION NO. 19960041724
62' RIGHT OF WAY PER PLAT (EAST)
62'
62'
57.5'
57.5'
30'
68'
S 16
389
T7N R69W
92SL
S 21
S 17
S 20
S 89°33'00" E 130.00'
N
0
0
°
1
0
'
1
5
"
W
1
8
7
.
8
0
'
N 89°33'00" W 129.96'
S
0
0
°
1
1
'
0
0
"
E
1
8
7
.
8
0
'
N
0
0
°
1
0
'
1
5
"
W
2
6
3
6
.
4
0
'
S 89°33'00" E 2583.38'
30
.
0
0
'
S
0
°
1
1
'
0
0
"
E
30.01'2553.37'
60.00'
25
.
4
0
'
60.00'
25
.
4
0
'
GRAVEL DRIVE
GR
A
V
E
L
D
R
I
V
E
GRAVEL DRIVE
PLANTERS
COVERED
PATIO
CONCRETE PATIO
CONC.
APRON
CONC.
WALK
CON
C
R
E
T
E
W
A
L
K
30'
WOOD FRAMED
RESIDENCE
ON BLOCK FOUNDATION
FF = 5127.3
N89°33'W 129.95' (PLAT)
S89°33'E 130.00' (PLAT)
S0
0
°
1
1
'
E
1
8
7
.
8
0
'
(
P
L
A
T
)
N0
0
°
1
0
'
W
1
8
7
.
8
0
'
(
P
L
A
T
)
WEST PROSPECT ROAD
(101' RESULTANT RIGHT OF WAY)
ORIGINAL RIGHT OF WAY SHOWN PER:
VON VIHL HEIGHTS SUBDIVISION AND
ADJACENT PLATS-DEDICATIONS AS SHOWN
SO
U
T
H
O
V
E
R
L
A
N
D
T
R
A
I
L
(9
2
'
R
E
S
U
L
T
A
N
T
R
I
G
H
T
O
F
W
A
Y
)
OR
I
G
I
N
A
L
R
I
G
H
T
O
F
W
A
Y
S
H
O
W
N
P
E
R
:
VO
N
V
I
H
L
H
E
I
G
H
T
S
S
U
B
D
I
V
I
S
I
O
N
A
N
D
AD
J
A
C
E
N
T
P
L
A
T
S
A
S
S
H
O
W
N
CONCRETE WALK
CO
N
C
R
E
T
E
W
A
L
K
N 89°33'00" W 100.32'
N
0
0
°
1
0
'
1
5
"
W
1
4
4
.
6
2
'
13
.
5
0
'
13.5'
5' UTILITY EASEMENT
RECEPTION NO. 765654 (1959)
18.8'
49
.
4
'
48
.
9
'
EDGE OF PAVEMENT
ED
G
E
O
F
P
A
V
E
M
E
N
T
84
.
3
0
'
90
.
0
0
'
54
.
6
2
'
90
.
0
0
'
S 89°33'00" E 106.98'
20
'
F
R
O
N
T
S
E
T
B
A
C
K
15
'
R
E
A
R
S
E
T
B
A
C
K
5'
S
I
D
E
S
E
T
B
A
C
K
5' SIDE SETBACK
15' REAR SETBACK
5' SIDE SETBACK
BASIS OF BEARING
17'
57.5'
R=30.00'L=46.80'
Δ=89°22'45"
20' FRONT SETBACK
STMH RIM = 5125.2
INV 18" = 5120.3
SSMH RIM = 5125.9
INV 4" (NW) = 5117.5
INV 6" (N) = 5117.2
INV 4" (SW) = 5115.8
INV 8" (E) = 5115.3
WATER AND GAS LINE
LOCATED ENDED HERE
WITH ARROWS INDICATING
THAT THEY CONTINUE NORTH
SOUTHWEST CORNER OF SECTION 16, T7N, R69W
FOUND 3-1/4" ALUMINUM CAP IN MONUMENT BOX
MARKED AS SHOWN
20
'
F
R
O
N
T
S
E
T
B
A
C
K
F
ORT
COLLINS S URVEY MARKER
1/4
S 16S 17
T7N R69W
BRADSHAW PLS 20123
WEST 1/4 CORNER OF SECTION 16, T7N, R69W
FOUND 3-1/4" ALUMINUM CAP IN MONUMENT BOX
MARKED AS SHOWN
1/4
S 16
2011
PLS 3 7 899
T7N R69W
S 21
SOUTH 1/4 CORNER OF SECTION 16, T7N, R69W
FOUND 2-1/2" ALUMINUM CAP IN MONUMENT BOX
MARKED AS SHOWN
STMH RIM = 5120.9
INV 18" = 5117.3
LEGAL DESCRIPTION:
LOT 11, VON VIHL HEIGHTS SUBDIVISION,
COUNTY OF LARIMER, STATE OF COLORADO.
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
2
-
1
5
8
2-
2
-
2
0
2
3
2-
3
-
2
0
2
3
BR
A
D
C
A
R
L
S
O
N
1
1
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SITUATE IN THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
IMPROVEMENT LOCATION CERTIFICATE - EXISTING STRUCTURES MAP
LEGEND
FOUND PUBLIC LAND SURVEY MONUMENT AS DESCRIBED
FOUND 1/2" REBAR WITH 1.0" PLASTIC CAP MARKED "LS 5028 - STEWART"
SET NAIL AND DISC IN CONCRETE MARKED "LS 38692"
SET 1/2" REBAR WITH 1.0" PLASTIC CAP MARKED "LS 38692"
ELECTRIC VAULT
ELECTRIC METER - CONDUIT
OUTDOOR OUTLIET
TRAFFIC SIGNAL POST
UTILITY POLE
GUY WIRE
TELECOMMUNICATION MANHOLE
FIRE HYDRANT
STORM SEWER MANHOLE
GAS METER
SIGN
BOULDER
MAIL BOX
DECIDUOUS TREE
CONIFEROUS TREE
FENCE LINE - WOOD PRIVACY
FENCE LINE - WOOD SPLIT RAIL
OVERHEAD WIRE-GENERAL
BURIED ELECTRIC
BURIED TELE. LINE
WATER LINE
GAS LINE
STORM SEWER LINE
SANITARY SERE LINE
EXISTING BOUNDARY LINE
PROPOSED BOUNDARY/RIGHT OF WAY LINE
SECTION LINE
EASEMENT LINE
PROPOSED EASEMENT LINE
PROPOSED SETBACK LINE
NOTES
- THIS SURVEY IS BASED ON A TITLE COMMITMENT PROVIDED BY COMMONWEALTH LAND TITLE
INSURANCE COMPANY, ORDER NUMBER: 598-HS0803851-414, JULY 15, 2022 AT 08:00 AM.
- THE LEGAL DESCRIPTION FOR THIS SURVEY IS BASED ON THE DEED RECORDED AT RECEPTION NO.
20220048576 OF THE LARIMER COUNTY RECORDS.
- UTILITY LOCATES WERE NOT ORDERED BY TRI-PEAKS LAND SURVEYING FOR THIS PROJECT. ALL
UTILITIES AND FEATURES ARE SHOWN USING EVIDENCE ONLY. ANY UNDERGROUND UTILITIES
SHOWN ARE PER EXISTING PAINT MARKINGS FOUND ONSITE 1-19-2023 AND WERE ORDERED AS
PART OF A ONE CALL UTILITY LOCATE BY THE CLIENT.
- ADJACENT PLATTED LOTS ARE SHOWN PER THE LARIMER COUNTY ASSESSORS WEBSITE.
- BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH P.M. TO HAVE THE VON VIHL HEIGHTS SUBDIVISION RECORD
BEARING OF S89°33'E OF BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 16, BEING A FOUND
3-1/4" ALUMINUM CAP IN A MONUMENT BOX MARKED "LS 23899", AND THE SOUTH 1/4 CORNER OF
SAID SECTION 16, BEING A FOUND 2-1/2" ALUMINUM CAP IN A SURVEY MONUMENT BOX MARKED "LS
38318 - 2012".
- LINEAR UNITS ARE SHOWN IN U.S. SURVEY FOOT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR BRAD
CARLSON, 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.
THIS CERTIFICATE IS VALID ONLY FOR USE BY BRAD CARLSON, AND DESCRIBES THE PARCEL'S
APPEARANCE ON 2-2-2023.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON 2-2-2023, EXCEPT
UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN,
THAT THERE ARE NO ENCROACHMENTS UPON THE PARCEL 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.
BY: CHRISTOPHER L. THEW PE-PLS (PLS# 38692)
DATE: 2-7-2023
1-
2
2
-
2
0
2
4
-
U
P
D
A
T
E
D
U
T
I
L
I
T
I
E
S
P
E
R
O
N
E
C
A
L
L
B
Y
C
L
I
E
N
T