HomeMy WebLinkAboutStonebridge Division 1 Platn
n
a
3
Hope St.
STONEBRIDGE TOWNHOMES
DIVISION NO. 1
Church
of
Jesus Christ
a Latter Day Saints
E. 7th N.
Vicinity Map (N.T.S.)
Centennial
Townhomes
Division No. 1
14
Scale 1 "=50'
0 50 100
Legend
Section Corner (As Noted)
E o
Quarter Corner (As Noted)
Set 518" Iron Rod With
Plastic Cap Stamped PLS
14750
(Replacing) As Noted
Set 112" Iron Rod With
®
Plastic Cap Stamped PLS
14750
(Unless Noted)
O
Found 518" Iron Rod With
Plastic Cap Stamped PLS
7920
Section Line
Subdivision Boundary Line
Subdivision Lot Line
Public Utility Easement
Storm Water Easement
- - -
Water Sewer Cross Access
Easement
Existing Easement
POB
Point of Beginning
Boundary Description
S89°35' 10
5 96 02
-1-3
C/) rn
i�
LO
r6
0)
(Replacing)
Found 112" Rebar
No Cap or Tog_
STONEBRIDGE TOWNHOMES DMISION NO. 1
BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M.
CITY OF REXBURG, MADISON COUTNY, IDAHO
SHEET 1 OF 3)
Unplatted
67.99' 49.00' j 49.00'
(Replacing)
Found 518" Rebar
Illegible Cap
�
I
N
Ln
Lot 14
rn
Lot 1 N
o Lot 2
rn
N
N
Lot 3
rn
N
-,t Lot 4
rn
N
rn
N Lot 5 N
m
Lot 6
o�
N
rn
N Lot 7 N
d-
Lot 8
rn
N
N
rn
Lot 9 N,
rn-"�
Lot 10 N
N Lot 11
cv
� Lot 12
N
N Lot 13 �
0.164
I
0.146 0
0.106
0
0.106
0
0.107
0
� 0.107 0
�
0.108
0
0.108 0
0.109
0
0.109 0
r� 0.109 0
0.110
0
°�° 0.110
0
0.115 °o0
00
Acres ,�
Acres o
Acres
o
rn
Acres
Acres
o
rn Acres o
rn
Acres
rn Acres o
rn
Acres
o
rn
Acres 0
rn Acres o
rn Acres
o
rn Acres
0
rn Acres �
0
0
15
SO4'19'421W
5� �Lot
`-
0.140
S89°58'31
"E
617.64'
35.01
c
Acres
2
67.99' 49.00'
49.00'
49.00'
49.00'
49.00'
49.00'
49.00'
49.00' 49.00' 49.00'
49.02'
10.63'
C3
Block 1
I
S89°57'35 "E
Lot 16
0o
rn-
Lot 52 Na) Lot 51
rn
N Lo
Lot 50
rn-
N,
0) rn-
Lot 49 N r, Lot 48 N
Lot 47
rn-
NM
rn-
Lot 46 N °�-
Lot 45
0)- rnrn
N 0o Lot 44 N �0 Lot 43 N N Lot 42
�
N Lot 41
0)
0.1 1 1
°d°
0.194 oN0.138
o�i0.138
oN0.1370�0.1370�0.136
060.136
060.135
060.135
o60.134 oa;0.134000
0.274
11j
Acres
N
Acres o - Acres
N
o .-
Acres
o
N
,- Acres
N N
o Acres o ,-
Acres
o
N N
,- Acres o
Acres
N
o ,-
Acres o Acres o Acres
0 `-
Acres
��
S89°57 56 E
0
co
0
0
cn
0 0
(
0
U)
0
cr)
0
cr)
0 0
cr) (r)
0
cn
98.04'
Ln in in
Lot 17
00
`O `� LO
0.110
C'
48.16 49.00
49.00
49.00
49.00
49.00
49.00
49.00
30.46 29.45 29.45 29.45
75.22
7.69'
Acres
S89°58'50"E
°d°
I
(Replacing)
S89°32'07"W 421.62'
(Replacing)
N89°32'07"E
221.23'
118
Found 112" Rebar
Unplatted
Found 112"
Rebar
2
Lot
Easement
Illegible Cap
PLS
7920
Block
rn
0.110
�,
Pursuant
R=20.00'
�n d
d
Acres
d
I to Inst.
L=31.25'
N Lot 37 N co Lot 38 N 0
Lot 39 N d
Lot 40
S89°58 50 E
No. 429820
„
Delta 89°30 29
,= 0.123 0 ,= 0.126 o ov
0.126 o Cv
0.195
98.31 '
CH B S44'46 23 W
Acres o Acres o
Acres o
Acres
,
CH D 28.06'
�
rn
Lot 19
rn
�
0.111
c6
d
Acres
d
S89'58'50 "E
0
389°59'35"E
221.23'
I
7.41 ' 98.44'
48.00' 49.00'
49.00'
75.23'
Lot 20
0)
LO
0.111
�
0Q
00
i Un tatted
p
Acres
d
o
I
CURVE TABLE
0 Lot 36 N 0 Lot 35 N 0
Lot 34 N 0
Lot 33
S89°58 50 E
cn
Curve
Length
Radius
Chord Bearing and Distance
Delta Angle
o 0.100 0 0 0.102 0 0
0.102 0 0
0.156
98.57'
C1
70.68'
45.00'
S44°58'41 "E
63.64'
89°59'40"
0 Acres o m Acres o m
Acres o a'
Acres o
0
Lot 21
00
C2
41.30'
45.00'
S63°40'48"E
39.87'
52°35'27"
con con
con
°'
0.111
C3
5.67
45.00'
S33°46'48"E
5.66'
07°12'28"
Block 3 °oo
-
Acres
I
C4
5.86'
45.00'
S26°26'42"E
5.86'
0727'47"
S89'59'35"E
221.23'
S89°58'50"E
98.71 '
C5 17.85' 45.00' S 11 °2049 "E 17.74' 22°43'58 " rj d `r 48.00 49.00 49.00 75.23
W
0)
Lot 22
00
Q
i� 3
3
0.1 1 1
o n Lot 29 N Lot 30 N nCY)
Lot 31 N n
Lot 32
Acres
00
0.097 0.099
0.099 -
0.152
S89°58 50 E
o 0 0
z 0o Acres b 0o Acres b 0o
0
Acres o 0o
Acres
04
98 84'
co
co
rn
Lot 23
00
0.111
S89°59'35 "Ej
221.24' j
n
Acres
c
d-
48.00' 49.00'
49.00'
75.24'
10.06'S90°00'00
"E
98.9 7'
Found 112" Iron Rod Plain
(Replaced Cap)
18 17 A 2341.60'
19 20
Southwest Corner Sec. 17
Found Aluminum Cap
C.P.&F. Inst. No. 404639 PLS 13856
n Lot 28 N
0)Lot 27 N
Ln Lot 26 N
Lot 25
o 00
L60.116o�r0.118
o40.117
0�
0.179
Lot 24
d cn
0.212
o Acres o
Acres o
2)Acreso
Acres
n N
Acres
U)
�
co
Block 4
48.00' ,� 49.00' ,� 49.00' � 75.26'
S89°31 '31 "W 320.49'
0o Right -of -Way
0 0.368 Acres
LO
POB A 320.63'
(Basis of Bearing) N89'31 '31 "E 2662.23'
Record of Survey
Dyer Group, LLC. Inst. No. 323873
E. 7th N.
99.23'
o �
0
o
L
i 1.7 - J
20
South Quarter Corner Sec. 17
Found Brass Cap
C.P.&F. Inst. No. 404640 PLS 13856
PETE RSON
LAN O S U RVEYINGPLLC
Idaho Falls, Idaho (208) J l J-5033
n
n
a
3
Hope St.
STONEBRIDGE TOWNHOMES
DIVISION NO. 1
Church
of
Jesus Christ
a Latter Day Saints
E. 7th N.
Vicinity Map (N.T.S.)
Centennial
Townhomes
Division No. 1
14
Scale 1 "=50'
0 50 100
Legend
Section Corner (As Noted)
E o
Quarter Corner (As Noted)
Set 518" Iron Rod With
Plastic Cap Stamped PLS
14750
(Replacing) As Noted
Set 112" Iron Rod With
®
Plastic Cap Stamped PLS
14750
(Unless Noted)
O
Found 518" Iron Rod With
Plastic Cap Stamped PLS
7920
Section Line
Subdivision Boundary Line
Subdivision Lot Line
Public Utility Easement
Storm Water Easement
- - -
Water Sewer Cross Access
Easement
Existing Easement
POB
Point of Beginning
Boundary Description
S89°35' 10
5 96 02
-1-3
C/) rn
i�
LO
r6
0)
(Replacing)
Found 112" Rebar
No Cap or Tog_
STONEBRIDGE TOWNHOMES DMISION NO. 1
BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M.
CITY OF REXBURG, MADISON COUTNY, IDAHO
SHEET 1 OF 3)
Unplatted
67.99' 49.00' j 49.00'
(Replacing)
Found 518" Rebar
Illegible Cap
�
I
N
Ln
Lot 14
rn
Lot 1 N
o Lot 2
rn
N
N
Lot 3
rn
N
-,t Lot 4
rn
N
rn
N Lot 5 N
m
Lot 6
o�
N
rn
N Lot 7 N
d-
Lot 8
rn
N
N
rn
Lot 9 N,
rn-"�
Lot 10 N
N Lot 11
cv
� Lot 12
N
N Lot 13 �
0.164
I
0.146 0
0.106
0
0.106
0
0.107
0
� 0.107 0
�
0.108
0
0.108 0
0.109
0
0.109 0
r� 0.109 0
0.110
0
°�° 0.110
0
0.115 °o0
00
Acres ,�
Acres o
Acres
o
rn
Acres
Acres
o
rn Acres o
rn
Acres
rn Acres o
rn
Acres
o
rn
Acres 0
rn Acres o
rn Acres
o
rn Acres
0
rn Acres �
0
0
15
SO4'19'421W
5� �Lot
`-
0.140
S89°58'31
"E
617.64'
35.01
c
Acres
2
67.99' 49.00'
49.00'
49.00'
49.00'
49.00'
49.00'
49.00'
49.00' 49.00' 49.00'
49.02'
10.63'
C3
Block 1
I
S89°57'35 "E
Lot 16
0o
rn-
Lot 52 Na) Lot 51
rn
N Lo
Lot 50
rn-
N,
0) rn-
Lot 49 N r, Lot 48 N
Lot 47
rn-
NM
rn-
Lot 46 N °�-
Lot 45
0)- rnrn
N 0o Lot 44 N �0 Lot 43 N N Lot 42
�
N Lot 41
0)
0.1 1 1
°d°
0.194 oN0.138
o�i0.138
oN0.1370�0.1370�0.136
060.136
060.135
060.135
o60.134 oa;0.134000
0.274
11j
Acres
N
Acres o - Acres
N
o .-
Acres
o
N
,- Acres
N N
o Acres o ,-
Acres
o
N N
,- Acres o
Acres
N
o ,-
Acres o Acres o Acres
0 `-
Acres
��
S89°57 56 E
0
co
0
0
cn
0 0
(
0
U)
0
cr)
0
cr)
0 0
cr) (r)
0
cn
98.04'
Ln in in
Lot 17
00
`O `� LO
0.110
C'
48.16 49.00
49.00
49.00
49.00
49.00
49.00
49.00
30.46 29.45 29.45 29.45
75.22
7.69'
Acres
S89°58'50"E
°d°
I
(Replacing)
S89°32'07"W 421.62'
(Replacing)
N89°32'07"E
221.23'
118
Found 112" Rebar
Unplatted
Found 112"
Rebar
2
Lot
Easement
Illegible Cap
PLS
7920
Block
rn
0.110
�,
Pursuant
R=20.00'
�n d
d
Acres
d
I to Inst.
L=31.25'
N Lot 37 N co Lot 38 N 0
Lot 39 N d
Lot 40
S89°58 50 E
No. 429820
„
Delta 89°30 29
,= 0.123 0 ,= 0.126 o ov
0.126 o Cv
0.195
98.31 '
CH B S44'46 23 W
Acres o Acres o
Acres o
Acres
,
CH D 28.06'
�
rn
Lot 19
rn
�
0.111
c6
d
Acres
d
S89'58'50 "E
0
389°59'35"E
221.23'
I
7.41 ' 98.44'
48.00' 49.00'
49.00'
75.23'
Lot 20
0)
LO
0.111
�
0Q
00
i Un tatted
p
Acres
d
o
I
CURVE TABLE
0 Lot 36 N 0 Lot 35 N 0
Lot 34 N 0
Lot 33
S89°58 50 E
cn
Curve
Length
Radius
Chord Bearing and Distance
Delta Angle
o 0.100 0 0 0.102 0 0
0.102 0 0
0.156
98.57'
C1
70.68'
45.00'
S44°58'41 "E
63.64'
89°59'40"
0 Acres o m Acres o m
Acres o a'
Acres o
0
Lot 21
00
C2
41.30'
45.00'
S63°40'48"E
39.87'
52°35'27"
con con
con
°'
0.111
C3
5.67
45.00'
S33°46'48"E
5.66'
07°12'28"
Block 3 °oo
-
Acres
I
C4
5.86'
45.00'
S26°26'42"E
5.86'
0727'47"
S89'59'35"E
221.23'
S89°58'50"E
98.71 '
C5 17.85' 45.00' S 11 °2049 "E 17.74' 22°43'58 " rj d `r 48.00 49.00 49.00 75.23
W
0)
Lot 22
00
Q
i� 3
3
0.1 1 1
o n Lot 29 N Lot 30 N nCY)
Lot 31 N n
Lot 32
Acres
00
0.097 0.099
0.099 -
0.152
S89°58 50 E
o 0 0
z 0o Acres b 0o Acres b 0o
0
Acres o 0o
Acres
04
98 84'
co
co
rn
Lot 23
00
0.111
S89°59'35 "Ej
221.24' j
n
Acres
c
d-
48.00' 49.00'
49.00'
75.24'
10.06'S90°00'00
"E
98.9 7'
Found 112" Iron Rod Plain
(Replaced Cap)
18 17 A 2341.60'
19 20
Southwest Corner Sec. 17
Found Aluminum Cap
C.P.&F. Inst. No. 404639 PLS 13856
n Lot 28 N
0)Lot 27 N
Ln Lot 26 N
Lot 25
o 00
L60.116o�r0.118
o40.117
0�
0.179
Lot 24
d cn
0.212
o Acres o
Acres o
2)Acreso
Acres
n N
Acres
U)
�
co
Block 4
48.00' ,� 49.00' ,� 49.00' � 75.26'
S89°31 '31 "W 320.49'
0o Right -of -Way
0 0.368 Acres
LO
POB A 320.63'
(Basis of Bearing) N89'31 '31 "E 2662.23'
Record of Survey
Dyer Group, LLC. Inst. No. 323873
E. 7th N.
99.23'
o �
0
o
L
i 1.7 - J
20
South Quarter Corner Sec. 17
Found Brass Cap
C.P.&F. Inst. No. 404640 PLS 13856
PETE RSON
LAN O S U RVEYINGPLLC
Idaho Falls, Idaho (208) J l J-5033
Recorder's Certificate
I hereby certify that the foregoing plat STONEBIRDGE TOWNHOMES
DIVISION NO. 1 was filed in the Office of the Recorder of Madison
County, Idaho on the day of 2023, at
and recorded as Instrument No.
MADISON COUNTY RECORDER
Flood Zone Notice
This Subdivision lies within Flood Plain Zone X
as per FEMA FIRM Map No. 16065CO020D.
Effective June 3, 1991.
Irrigation Certificate
Requirement of I.C. § 31-3805 are met.
Agreement between Teton Island Irrigation
Company and Developer re-borded as
Inst. No.
City's Acceptance
This plat was duly accepted and approved by the City of Rexburg,
Idaho by resolution adopted this day of , 2023.
MAYOR
CITY CLERK
Treasurer's Certificate
CITY ENGINEER
PLANNING AND ZONING OFFICIAL
I, the undersigned County Treasurer in and for the County of
Madison, State of Idaho, pursuant to the requirements of I.C.
§ 50-1308, do hereby certify that all County property taxes
due for the property included in this project are current.
MADISON COUNTY TREASURER
Date
Examining Surveyor's Certificate
I certify that I am a Licensed Professional Land Surveyor in the state of Idaho
and that I have examined this plat and find it complies with I.C. § 50-1305.
Professional Land Surveyor License No. Date
Surveyor's Certificate
STONEBRIDGE TOWNHOMES DMSION NO. 1
BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M.
CITY OF REXBURG, MADISON COUTNY, IDAHO
SHEET 3 OF 3)
Owners Dedication
KNOW ALL MEN BY THESE PRESENTS: that the
undersigned, are the lawful owners of the tract
of land included within the boundary description
shown hereon and have caused the some to be
platted and divided into streets, blocks and lots
to be hereafter known as STONEBRIDGE
TOWNHOMES DIVISION NO. 1, City of Rexburg,
Madison County, Idaho.
BE IT FURTHER KNOWN, that the lots shown on
this plat are eligible and will receive water and
sewer from the City of Rexburg and said City
has agreed in writing to serve this subdivision.
IN WITNESS WHEREOF, we have hereunto set our
signatures this day
of , 2023.
Rexburg Stonebridge, LLC.
Jeremy Westwood (Registered Agent
Health Department Certificate
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have
been satisfied based on Department of Environmental Quality review and
approval for the design plans and specifications and the conditions imposed
on the developer for continued satisfaction of sanitary restrictions. Water
and sewer lines have been completed and services certified as available.
Sanitary restrictions may be reimposed, in accordance with Section
50-1326, Idaho Code, by the issuance of a certificate of disapproval.
DISTRICT 7 STATE BOARD OF HEALTH
ENVIRONMENTAL HEALTH SPECIALIST
I, Frank W. Peterson, a Licensed Professional Land Surveyor in the State of Idaho, do hereby certify that
the survey of this Subdivision, designated as STONEBIRDGE TOWNHOMES DIVISION NO. 1, was made under my
direction, and that said Subdivision is truly and correctly surveyed and staked as provided by law and in
accordance with the accompanying plat as described hereon.
Preliminary
Frank W. Peterson License No. 14750 Date
Date
Relevant Surveys
Recorded Plat
Wade Surveying
Inst. No. 423222
Recorded Surveys
Dyer Group, LLC.
Inst. No. 323873
Mountain River Engineering
Inst. No. 312179
Acknowledgment
STATE OF
)
:SS.
COUNTY OF )
On this day of ) 2023, before
me the undersigned, a notary public in and for
said state, personally appeared Jeremy Westwood,
known or identified to me, to be the Registered
Agent of Rexburg Stonebridge, LLC., a Montana
Limited Liability Company, and the person who
subscribed said Limited Liability Company's name
to the foregoing Owners Dedication and
acknowledged to me that he executed the some
in said Limited Liability Companies name as the
person authorized to bind such Limited Liability
Company.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal the day and
the year in this certificate first above written.
for the State of
Notary Public
—Residing at:
Commission Expiration Date:
Survey Summary
The North,
East, South and West
boundaries
of this subdivision were
determined
by existing monuments
coinciding
with deeded dimensions
associated
with a Record of Survey by
Dyer Group, LLC. having Inst. No.
323873.
Zoning
Current Zoning is Low
Density Residential Two.
Boundary Description
Part of the South Half of the Southwest Quarter of Section 17, Township 6 North, Range 40 East, Boise Meridian, City of Rexburg, Madison
County, Idaho, more particularly described as follows:
Commencing at the Southwest Corner of said Section 17, thence N89'31 '31 "E 2341.60 feet along the South line of said Section 17 to the True
Point of Beginning, thence leaving said South line along the extended boundary and boundary of Parcel 1 as shown on a Record of Survey by
Dyer Group, LLC. having Inst. No. 323873 at the Madison County Recorder's Office the following three (3) courses; (1) NOO'01'27"E 445.07
feet, (2) S89"32'07"W 421.62 feet to a point of a curvature to the left having a radius of 20.00 feet, a delta angle of 89'30'39" and a chord
bearing S44'46'23"W 28.16 feet, (3) along said curve to the left 31.25 feet to a point at the East Right —of —Way of Stonebridge Street, thence
leaving said Parcel 1 boundary along said East Right —of —Way N00"01 '27"E 236.97 feet to the Northeast Corner of Centennial Townhomes
Division No. 1 having Inst. No. 423222 at said Madison County Recorder's Office, said Northeast Corner also being at the boundary of said
Record of Survey by Dyer Group, LLC., thence along said boundary the following three (3) courses; (1) N89`35'09"E 760.21 feet to the
Northeast corner of said Record of Survey, (2) S00'08'13"E 661.47 feet to the South Quarter Corner of said Section 17, (3) S89'31'31 "W
320.63 feet to the True Point of Beginning.
API. LAHO
rENS�co s'G�G Parcel contains 7.056 Acres.
14750 0
0,, .r° PETE RSON
�29rFOF��PE LAN O SURVEYING
PLLC
Idaho Falls, Idaho (208) J l J-5033