HomeMy WebLinkAboutPlat for Surveyor Review Rev 1 10.15.24 - 23-00782 - Adara at Teton Lakes - Plat89
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75.79'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'73.52'
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80.88'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'
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80.00'80.00'95.00'
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80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'231.36'
27
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C832.27'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'
N89°48'25"E
139.06'
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19.33'
N89°55'27"E
139.02'
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74.61'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'74.61'
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S89°48'10"W
100.00'
N89°48'10"E
N89°48'10"E
BLOCK 1
BLOCK 2
BLOCK 3
S89°48'10"W
137.79'
119.16'
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N89°40'41"E
1083.33'
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S89°48'10"W
173.15'
S89°48'10"W
1085.17'
UNPLA
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N89°40'41"E 1055.05'
N89°48'10"E 1055.34'
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S89°40'41"W 2316.92'
S00°03'19"W 154.56'
N89°56'36"W 322.08'
BLOCK 9
50'
OPEN SPACE
OPEN SPACE
S89°56'41"E
355.32'
34
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34
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68
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68
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68'
N89°48'10"E 1056.77'N89°48'10"E 264.60'
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S89°40'41"W 2316.92'
SEGMENT
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
BEARING
N89°56'36"W
S45°03'49"E
S45°03'49"E
N45°03'19"E
N56°37'50"W
N44°40'22"E
N45°19'38"W
S44°52'00"W
S44°56'11"W
N44°56'41"W
S36°49'09"W
S45°04'16"E
N44°44'07"E
N45°14'43"W
N44°44'07"E
N45°15'53"W
S56°07'36"W
LENGTH
17.08'
23.43'
4.91'
28.28'
17.31'
28.28'
28.29'
21.28'
28.23'
28.28'
80.72'
21.17'
28.25'
28.33'
28.25'
28.32'
23.91'
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
LENGTH
51.19'
79.98'
6.49'
84.47'
85.06'
40.29'
47.85'
50.48'
13.23'
19.75'
49.10'
64.44'
RADIUS
88.00'
88.00'
88.00'
54.00'
54.00'
88.00'
88.00'
88.00'
60.00'
60.00'
50.00'
50.00'
DELTA
33°19'38"
52°04'22"
4°13'22"
89°37'22"
90°15'09"
26°14'02"
31°09'05"
32°52'00"
12°37'59"
18°51'49"
56°15'59"
73°50'50"
CHORD BEARING
N16°43'08"E
N59°25'08"E
N87°34'00"E
N44°52'00"E
N45°04'16"W
N13°03'43"W
N41°45'16"W
N73°45'50"W
N05°45'42"E
N21°30'36"E
N02°56'29"E
N62°06'56"W
CHORD LENGTH
50.47'
77.25'
6.48'
76.12'
76.54'
39.94'
47.26'
49.79'
13.20'
19.66'
47.15'
60.07'
30
'
30
'
PARKVIEW LANE
RI
M
R
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C
K
R
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A
D
FERRIS
LANE
ADARA AVENUE
1
0.23
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14
1.12 AC.
7.09'
7.06'
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3
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9
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12
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3
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W
12
0
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0
0
'
4
0.22 AC.
3
0.37 AC.
2
0.37 AC.
1
0.30 AC.95
.
0
0
'
19
0
.
7
4
'
80.41'180.16'12.30'
34'34'
ADARA AVENUE
94
'
34
1
.
9
1
'
18
2
.
0
6
'
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
REXBURG (208) 359-2665
OFFICES AT:
1331 Fremont Ave.
Idaho Falls, Idaho 83402
343 E 4th N, Suite 119
Rexburg, Idaho 83440
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHOAND PART OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 6 NORTH,RANGE 39 EAST, BOISE MERIDIAN
ADARA AT TETON LAKES
SHEET 1 OF 3
A PARCEL OF LAND BEING SITUATED IN THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 6
NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN AND IS MORE SPECIFICALLY DESCRIBED AS
FOLLOWS.
BEGINNING AT A POINT THAT IS S.00°10’58”E. ALONG THE SECTION LINE 1310.87 FEET FROM THE
NORTHEAST CORNER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE
MERIDIAN, SAID POINT BEING ON THE SOUTH BOUNDARY LINE EXTENDED OF SUNRISE
MEADOWS, DIVISION NUMBER 1, MADISON COUNTY, IDAHO; RUNNING THENCE S.89°48’10”W.
ALONG SAID SOUTH BOUNDARY LINE EXTENDED 1321.37 FEET TO THE SOUTHWEST CORNER OF
LOT 6, BLOCK 4 OF SAID SUNRISE MEADOWS; THENCE CONTINUING ALONG THE BOUNDARY LINE
OF SAID SUNRISE MEADOWS THE FOLLOWING TWO (2) COURSES: (1) THENCE N.00°18’41”W.
656.86 FEET; (2) THENCE S.89°51’52”W. 1322.83 FEET (RECORD= 1322.79 FEET) TO THE EAST
BOUNDARY LINE OF COPPER HEIGHTS, MADISON COUNTY, IDAHO, SAID POINT ALSO BEING ON
THE NORTH-SOUTH CENTER SECTION LINE OF SAID SECTION 14; THENCE S.00°26’27”E. ALONG
SAID EAST LINE AND SAID NORTH-SOUTH CENTER SECTION LINE A DISTANCE OF 298.96 FEET TO
THE NORTHEAST CORNER OF COPPER HEIGHTS, FIRST AMENDED PLAT, CITY OF REXBURG,
MADISON COUNTY, IDAHO; THENCE ALONG THE BOUNDARY LINE OF SAID COPPER HEIGHTS,
FIRST AMENDED PLAT THE FOLLOWING FOUR (4) COURSES: (1) THENCE S.89°55’41”W. 240.19
FEET TO A POINT OF NON-TANGENT CURVE WITH A RADIUS OF 85.00 FEET AND A CHORD
BEARING S.35°24’34”W. 98.67 FEET; (2) THENCE TO THE RIGHT ALONG SAID NON-TANGENT
CURVE 105.27 FEET THROUGH A CENTRAL ANGLE OF 70°57’38”; (3) THENCE S.00°23’25”E. 279.75
FEET; (4) THENCE N.89°48’42”E. 298.22 FEET TO SAID NORTH-SOUTH CENTER SECTION LINE OF
SAID SECTION 14; THENCE S.00°26’27”E. ALONG SAID NORTH-SOUTH CENTER SECTION LINE
681.98 FEET; THENCE N.89°40’41”E. 2316.92 FEET; THENCE N.00°03’19”E. 154.56 FEET; THENCE
S.89°56’41”E. 322.08 FEET TO THE EAST LINE OF SAID SECTION 14; THENCE N.00°10’58”W. ALONG
SAID EAST LINE 523.97 FEET TO THE POINT OF BEGINNING.
CONTAINING 62.385 ACRES
BOUNDARY DESCRIPTION
A. SNARR
R. JORDAN
K. ROLAND
23055
DATE:October 15, 2024
CAD NAME:X_23055 FINAL PLAT.DWG
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
PLAT BOUNDARY
EXISTING UTILITY EASEMENT AS NOTED
P.L.S.S. CORNER AS NOTED
15' PUBLIC UTILITY EASEMENT (P.U.E.)
UNLESS OTHERWISE DIMENSIONED
FOUND 1/2" IRON ROD WITH YELLOW PLASTIC
CAP MARKED P.L.S. 9369 OR AS NOTED
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
CAP MARKED P.L.S. 9369 OR AS NOTED
PLACED 1/2" X 24" IRON ROD WITH
YELLOW PLASTIC CAP MARKED P.L.S. 9369
PLACED 5/8" x 30" IRON ROD WITH
YELLOW PLASTIC CAP MARKED P.L.S. 9369
LEGEND
POINT OF BEGINNINGP.O.B.
OHADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
Y
EVR
K
U
RT J.R O L A N D
IS
CALCULATED POINT
W E
S
N
FOUND ALUMINUM CAP
EAST 1/4 CORNER SECTION 14
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 456772
SET ALUMINUM CAP
NORTHEAST CORNER SECTION 14
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 456771
FOUND ALUMINUM CAP
NORTH 1/4 CORNER SECTION 14
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 392423
FOUND 5 8" IRON ROD
PLS 10563
0100'100'50'
SCALE: 1" = 100'
MA
T
C
H
L
I
N
E
NON-BUILDABLE LOTS
LOT 1 BLOCK 1
LOT 1 BLOCK 2
LOT 14 BLOCK 3
LOT 12 BLOCK 5
LOT 1 BLOCK 6
LOT 19 BLOCK 9
NOTE: NON-BUILDABLE LOTS TO BE OWNED AND
MAINTAINED BY THE HOMEOWNER'S ASSOCIATION
P.O.B.
LS 10781 LS 10781
5/8" FOUND, NO CAP
REPLACE WITH 5/8" IRON ROD
MARKED LS 9369
PLACED 5/8" X 30" IRON ROD WITH ALUMINUM
CAP MARKED P.L.S. 9369
SEGMENT
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
BEARING
S89°51'52"W
N45°14'02"W
S44°42'42"W
N45°17'13"W
S44°42'47"W
S89°51'52"W
N01°12'47"W
S37°29'58"E
N89°51'48"E
N89°33'33"E
N89°51'48"E
N89°48'10"E
N44°44'07"E
S45°15'48"E
S16°21'07"W
N16°48'40"W
S89°48'10"W
S89°47'54"W
N44°44'12"E
S45°19'09"E
N44°40'51"E
S45°19'09"E
S44°40'51"W
N45°15'53"W
N44°40'22"E
S45°22'53"E
N45°19'38"W
S44°37'07"W
S45°26'27"E
S44°39'18"W
N45°20'53"W
N00°23'25"W
N89°44'42"E
S44°20'04"W
LENGTH
31.06'
28.33'
28.21'
28.36'
28.21'
30.83'
25.51'
27.03'
100.00'
100.00'
100.00'
100.00'
28.25'
28.32'
70.43'
72.06'
35.07'
38.22'
28.25'
28.34'
28.22'
28.34'
28.22'
28.32'
28.28'
28.31'
28.29'
28.25'
28.28'
28.24'
28.33'
7.93'
64.68'
28.17'
CURVE
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
LENGTH
19.54'
32.77'
84.64'
32.77'
18.95'
71.59'
42.88'
18.32'
14.45'
85.11'
81.22'
119.00'
112.90'
81.22'
11.77'
20.59'
66.13'
47.65'
46.95'
47.67'
66.40'
20.42'
11.94'
26.50'
17.09'
69.75'
46.55'
38.42'
56.86'
56.37'
26.36'
42.79'
43.97'
20.29'
RADIUS
50.00'
60.00'
54.00'
60.00'
50.00'
50.00'
50.00'
60.00'
60.00'
54.00'
170.00'
170.00'
170.00'
170.00'
45.00'
45.00'
60.00'
60.00'
60.00'
60.00'
60.00'
45.00'
45.00'
116.00'
116.00'
184.00'
85.02'
85.02'
150.00'
150.00'
184.00'
184.00'
116.00'
85.02'
DELTA
22°23'13"
31°17'26"
89°48'12"
31°17'26"
21°42'45"
82°02'09"
49°08'17"
17°29'29"
13°47'56"
90°18'19"
27°22'27"
40°06'19"
38°03'07"
27°22'27"
14°59'09"
26°13'02"
63°08'54"
45°30'06"
44°49'46"
45°31'05"
63°24'30"
26°00'16"
15°11'54"
13°05'27"
8°26'31"
21°43'07"
31°22'16"
25°53'39"
21°43'07"
21°31'58"
8°12'34"
13°19'24"
21°43'07"
13°40'32"
CHORD BEARING
S69°46'03"W
S74°13'28"W
N45°14'02"W
N74°29'25"W
N69°42'05"W
S58°25'28"W
S07°09'44"E
S22°59'08"E
S07°20'25"E
S44°42'42"W
S06°15'56"E
S27°28'27"W
N26°50'47"W
N05°52'00"E
S07°09'48"W
S27°45'53"W
S09°17'57"W
S45°01'33"E
N89°48'31"E
N44°38'05"E
N09°49'42"W
N28°31'49"W
N07°55'43"W
N83°00'49"E
N72°14'50"E
N78°53'08"E
N55°11'40"E
N26°33'42"E
N78°53'08"E
S78°47'34"W
S85°27'16"W
S74°41'17"W
S78°53'08"W
N06°46'37"E
CHORD LENGTH
19.41'
32.36'
76.24'
32.36'
18.83'
65.63'
41.58'
18.25'
14.42'
76.57'
80.45'
116.58'
110.84'
80.45'
11.74'
20.41'
62.83'
46.41'
45.76'
46.42'
63.06'
20.25'
11.90'
26.45'
17.08'
69.33'
45.97'
38.10'
56.52'
56.04'
26.34'
42.69'
43.71'
20.24'
95.00'
SUNRISE ME
A
D
O
W
S
D
I
V
I
S
I
O
N
N
o
.
1
INSTRUMEN
T
N
o
.
2
8
5
7
9
3
COPP
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N
T
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o
.
4
4
2
8
5
4
UN
P
L
A
T
T
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D
UNPLA
T
T
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65
8
.
2
7
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(
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)
6
0.23
AC.
1
0.27
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AC.
11
0.27
AC.
10
0.23
AC.
9
0.23
AC.
8
0.23
AC.
7
0.23
AC.
4
0.23
AC.
5
0.23
AC.
3
0.23
AC.
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0
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2
3
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0
8
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W
12
5
.
0
0
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10
4
.
9
9
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L
4
4
75.00'80.03'80.03'80.03'80.03'80.03'80.03'80.03'80.03'80.03'75.00'
L45
10
5
.
0
0
'
95.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.01'80.01'
S0
0
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2
2
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2
0
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E
12
5
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0
0
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1
9
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4
5
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W
1
2
4
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9
9
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0
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2
0
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1
6
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W
12
4
.
9
9
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0
°
2
6
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2
7
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E
12
5
.
0
0
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0
°
2
5
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3
8
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E
12
5
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0
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4
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4
8
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12
5
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0
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0
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3
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5
9
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12
5
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0
0
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0
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2
1
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3
0
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W
12
5
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0
0
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0
°
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0
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4
1
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E
12
5
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0
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5
0.23
AC.
21
0.23
AC.
4
0.23
AC.
20
0.23
AC.
11
0.27
AC.
3
0.23
AC.
18
0.23
AC.
10
0.23
AC.
2
0.23
AC.
17
0.23
AC.
9
0.23
AC.
1
0.27
AC.
16
0.23
AC.
8
0.23
AC.
12
0.93 AC.
15
0.23
AC.
7
0.23
AC.
23
0.27
AC.
14
0.23
AC.
6
0.23
AC.
13
0.27
AC.
19
0.23
AC.10
5
.
0
0
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45.71'
10
5
.
0
0
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L
4
3
75.00'80.04'80.04'80.04'80.04'80.04'80.04'80.04'80.04'80.04'75.00'L42
10
5
.
0
0
'
43.73'
10
5
.
0
0
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L
4
1
75.00'80.01'80.20'80.10'80.10'80.10'80.10'80.10'80.10'80.10'75.00'
L40
S0
0
°
2
6
'
2
7
"
E
12
5
.
0
0
'
95.00'80.04'80.04'80.04'80.04'80.04'80.04'80.04'80.04'80.04'95.24'
S0
0
°
2
6
'
2
7
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E
12
5
.
0
0
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S0
0
°
1
9
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5
7
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E
12
5
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95.00'80.01'80.00'80.06'80.10'80.10'80.10'80.10'80.10'80.10'95.00'
S0
0
°
2
5
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2
1
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E
12
5
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0
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6
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7
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12
5
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6
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6
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2
7
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12
5
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°
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6
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7
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12
5
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6
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2
7
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12
5
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6
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6
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7
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12
5
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°
2
6
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2
7
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12
5
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6
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7
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12
5
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0
°
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9
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5
7
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12
5
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0
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0
°
2
6
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2
7
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12
5
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0
°
2
6
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2
7
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E
12
5
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0
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6
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7
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E
12
5
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21
0.32 AC.
22
0.32 AC.
23
0.24 AC.
5
0.33 AC.
6
0.33 AC.
3
0.21 AC.
4
0.24 AC.
2
0.27 AC.
25
0.26 AC.
24
0.21 AC.
20
0.20 AC.
19
0.20 AC.
18
0.20 AC.
13
0.21
AC.
11
0.25
AC.
1
1.79 AC.
8
0.20 AC.
9
0.20 AC.
7
0.20 AC.
L26
S0
0
°
2
6
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2
7
"
E
11
0
.
0
1
'
85
.
0
0
'
85.00'
S89°51'48"W
85.00'100.00'
S0
0
°
2
6
'
2
7
"
E
11
0
.
0
1
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L
3
1
110.38'110.37'L30
90
.
0
0
'
85
.
0
0
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85
.
0
0
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85
.
0
0
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29.08'
85
.
0
0
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90
.
0
0
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1
9
80.00'85.00'85.00'54.18'85.00'85.00'80.00'
L20
90
.
0
1
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85
.
0
0
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29.71'
85
.
0
0
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85
.
0
0
'
85
.
0
0
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90
.
0
0
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L
3
7
112.25'112.07'L36
90
.
0
2
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70
.
6
7
'
C35
C34
C3
3
C32
C31
C30
C2
9
C28
C27
70
.
8
5
'
90
.
0
0
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N0
0
°
1
9
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5
7
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W
11
0
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1
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100.00'S89°51'48"W
85.00'85.00'
85
.
0
0
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L28
L29
85
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0
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5
6
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85
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S89°48'10"W
100.00'L34
4.69'
S89°48'10"W
125.68'
82
.
4
9
'
C2
6
C
2
5
N89°10'22"W
75.85'
L3
2
L
3
3
N89°10'22"W
70.90'
C2
4
C
2
3
82
.
4
6
'
S89°47'54"W
126.31'L35
132.25'
100.00'
S0
0
°
2
6
'
2
7
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E
85
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0
0
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85
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85
.
4
2
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L27
S0
0
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1
9
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5
7
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E
11
0
.
0
0
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N89°48'10"E
124.34'
S0
0
°
2
6
'
2
7
"
E
11
0
.
0
1
'
N89°47'54"E
124.55'
S89°47'54"W
112.90'
N89°48'10"E
112.90'
N89°48'10"E
100.00'
N89°48'10"E
100.00'
N0
0
°
1
9
'
5
8
"
W
11
0
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0
0
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9
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5
7
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W
11
0
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0
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0
°
2
6
'
2
7
"
E
11
0
.
0
1
'
N89°33'33"E
100.00'
N89°33'33"E
100.00'
S89°48'10"W
328.75'
S89°48'10"W
332.25'
S89°48'10"W
318.00'
N0
0
°
1
9
'
4
6
"
W
28
3
.
9
3
'
17
0.20 AC.
16
0.25
AC.
15
0.21
AC.
14
0.21
AC.
12
0.21
AC.
BLOCK 5
BLOCK 4
BLOCK 6
4
0.23 AC.
7
0.27 AC.
6
0.23 AC.
1
0.27 AC.
5
0.23 AC.
2
0.23 AC.
3
0.23 AC.
8
0.27 AC.
9
0.23 AC.
10
0.23 AC.
11
0.23 AC.
12
0.23 AC.
13
0.23 AC.
14
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2
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94
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9
1
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°
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94
.
9
0
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N89°51'52"E
125.00'
N89°51'52"E
125.00'
74
.
9
1
'
80
.
0
0
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80
.
0
0
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105.00'105.00'L38
74
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80
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0
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74
.
9
1
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L
2
1
105.00'105.00'
L22
N89°51'52"E
125.00'
N89°51'52"E
125.00'
N89°51'52"E
125.00'
N89°51'52"E
125.00'
N89°51'52"E
125.00'
N89°51'52"E
125.00'
S89°48'18"W
125.00'
S89°48'18"W
125.00'
N89°51'52"E
125.00'
N89°51'52"E
125.00'
BLOCK 7
BLOCK 8
BLOCK 9
C12
C13
C14L1880.41'80.41'80.41'80.41'80.41'80.41'80.41'80.41'80.41'80.41'L23C16
C17
C18
C1
9
C20
C21
60
.
0
5
'
L51
S89°33'33"W
88.89'
S89°33'33"W
133.27'
N0
0
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0
0
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0
0
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0
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12
5
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.
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0
'
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12
5
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0
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0
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0
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E
12
5
.
0
0
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0
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0
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0
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12
5
.
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0
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L24
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1
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6
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4
"
W
9
0
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1
6
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6
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2
1
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6
"
E
12
6
.
9
3
'
L25
C22
S0
0
°
2
6
'
2
7
"
E
65
7
.
7
6
'
N89°40'41"E
978.31'
N0
0
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1
9
'
5
7
"
W
15
9
.
0
0
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N0
0
°
1
9
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5
7
"
W
36
1
.
6
5
'
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0
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1
9
'
5
6
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W
48
7
.
8
2
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0
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1
9
'
5
6
"
W
11
5
.
4
1
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C
1
5
S89°51'52"W
608.44'
S89°51'52"W
263.72'
S0
0
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2
6
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3
6
"
E
11
6
.
8
9
'
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0
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6
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5
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48
6
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9
3
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0
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6
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7
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36
3
.
7
8
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0
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6
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7
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15
9
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N89°51'52"E 1322.83'
N0
0
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6
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2
7
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W
2
9
8
.
9
7
'
N89°55'41"E 240.19'
N0
0
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3
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2
5
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W
2
7
9
.
7
5
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S89°48'42"W 298.22'
N0
0
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6
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2
7
"
W
6
8
1
.
9
8
'
S89°48'10"W 910.70'
N89°40'41"E 910.61'
22
0.23
AC.
BLOCK 7
10
0.20 AC.
5.97'30.37'
OPEN SPACE
OPEN SPACE
68
'
68
'
68
'
68
'
68'
68'68'68'
68'
S89°40'41"W 2316.92'
34'34'
PARKVIEW LANE
PINNACLE LANE
YU
K
O
N
W
A
Y
RI
M
R
O
C
K
R
O
A
D
CA
S
C
A
D
E
CO
U
R
T
FERRIS
LANE
TA
G
G
A
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D
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I
V
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L: 105.27'
CH: 98.67'
N35°24'34"E
10
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7
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U
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E
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9.
2
8
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U
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E
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79
.
7
1
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135.00'
N89°33'33"E
135.00'
80
.
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N89°33'33"E
135.00'
80
.
0
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N89°33'33"E
135.00'
80
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N89°33'33"E
135.00'
80
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N89°33'35"E
135.00'
80
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N89°33'35"E
135.00'
80
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N89°33'35"E
135.00'
80
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N89°33'33"E
135.00'
37
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7
4
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N89°33'33"E
135.00'
42
.
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6
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N89°33'33"E
135.00'
115.00'
89
.
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7
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N89°33'33"E
135.00'
88
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9
4
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89
.
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89
.
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6
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11
2
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9
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S89°44'42"W
115.00'
S89°44'42"W
115.00'
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1
0.25 AC.
3
0.23 AC.
S89°44'42"W
115.06'
88
.
1
8
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88
.
1
1
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6
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94.98'
95
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N89°44'42"E
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30
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34'34'
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15
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3
0.25 AC.
14
0.23 AC.
4
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12
0.29 AC.
5
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6
0.25 AC.
11
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7
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10
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8
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1
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9
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12
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4
0.22 AC.
11
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18
0.29 AC.
10
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17
0.31 AC.
9
0.23 AC.
16
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8
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15
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7
0.23 AC.
14
0.23 AC.
6
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13
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80.41'80.41'112.68'
C43
C45158.51'
10.56'
C38
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13
0.26 AC.
80.41'80.41'80.41'80.41'80.41'80.41'80.41'80.41'80.41'145.43'
51
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7
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96
.
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C46
C44
88.73'C36
C37
L49
N89°44'42"E
111.02'
L50 C41 C42
N89°33'33"E 142.73'
34'34'
ADARA AVENUE
TA
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LA
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80.00'
43
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0
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9
9
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N00°26'27"W
298.97'
68
'
BLOCK 10
N89°55'32"E 2648.64'
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
REXBURG (208) 359-2665
OFFICES AT:
1331 Fremont Ave.
Idaho Falls, Idaho 83402
343 E 4th N, Suite 119
Rexburg, Idaho 83440
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHOAND PART OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 6 NORTH,RANGE 39 EAST, BOISE MERIDIAN
ADARA AT TETON LAKES
SHEET 2 OF 3
A. SNARR
R. JORDAN
K. ROLAND
23055
DATE:October 15, 2024
CAD NAME:X_23055 FINAL PLAT.DWG
OHADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
Y
EVR
K
U
RT J.R O L A N D
IS
SET ALUMINUM CAP
NORTHEAST CORNER SECTION 14
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 456771
FOUND 5 8" IRON
ROD NO CAP
FOUND 5 8" IRON ROD
PLS 13856
W E
S
N
0100'100'50'
SCALE: 1" = 100'
FOUND ALUMINUM CAP
NORTH 1/4 CORNER SECTION 14
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 392423
MA
T
C
H
L
I
N
E
FOUND ALUMINUM CAP
CENTER 1/4 CORNER SECTION 14
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 392431
634.34'
NO
R
T
H
-
S
O
U
T
H
C
E
N
T
E
R
S
E
C
T
I
O
N
L
I
N
E
S0
0
°
2
6
'
2
7
"
E
2
6
3
3
.
0
6
'
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
AGLE ROCK
NGINEERING
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665
E
REXBURG (208) 359-2665
OFFICES AT:
1331 Fremont Ave.
Idaho Falls, Idaho 83402
343 E 4th N, Suite 119
Rexburg, Idaho 83440
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHOAND PART OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 39 EASTBOISE MERIDIAN
ADARA AT TETON LAKES
SHEET 3 OF 3
A. SNARR
R. JORDAN
K. ROLAND
23055
DATE:October 15, 2024
CAD NAME:X_23055 FINAL PLAT.DWG
OHADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
Y
EVR
K
U
RT J.R O L A N D
IS
I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL LAND SURVEYOR IN
THE STATE OF IDAHO, DO HEREBY CERTIFY THAT THE SURVEY OF THIS
SUBDIVISION, DESIGNATED AS ADARA AT TETON LAKES, 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.
LICENSE NO. 9369
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF ADARA AT TETON LAKES, TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
WAS FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS_______DAY
OF______________, 20___ AT _____M AND RECORDED UNDER INSTRUMENT NUMBER, ____________________.
I THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF
IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT
ARE CURRENT.
DATE:
MADISON COUNTY TREASURER
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR IN AND FOR MADISON COUNTY, IDAHO, DO
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS.
PROFESSIONAL LAND SURVEYOR CERT. NO.
MAYOR CITY CLERK
CITY ENGINEER PLANNING AND ZONING
THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED
THIS DAY OF ,20___.
MADISON COUNTY RECORDERAARON RICHARDS, VICE PRESIDENT
RFW PROPERTIES, LLC.
EXAMINING SURVEYOR'S CERTIFICATE
CITY'S ACCEPTANCE
RECORDER'S CERTIFICATE
TREASURER'S CERTIFICATE
OWNER'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS: THAT WE THE UNDERSIGNED ARE THE OWNERS OF THE TRACTS OF LAND INCLUDED WITHIN
THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS,
AND STREETS, WHICH PLAT SHALL HEREAFTER BE KNOWN AS ADARA AT TETON LAKES, CITY OF REXBURG, MADISON COUNTY,
IDAHO. BE IT FURTHER KNOWN, THAT WE DO HEREBY DEDICATE TO THE PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN
HEREON, THAT WE ALSO GRANT AND CONVEY TO THE CITY OF REXBURG ALL EASEMENTS SHOWN ON THE PLAT AND THAT WE
HEREBY WARRANT AND SHALL DEFEND THE ESTATE TO SUCH DEDICATION AND CONVEYANCES IN THE QUIET AND PEACEFUL
POSSESSION OF THE PUBLIC OR THE CITY, AS THE CASE MAY BE, AGAINST SAID OWNERS AND THEIR HEIRS AN ASSIGNS, AND
AGAINST EVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER CLAIMS TO HAVE LAWFULLY HELD ANY RIGHTS IN
SAID ESTATE AS OF THE DATE HEREOF. OWNERS, AND THEIR HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT
STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON, AND THE CITY AND ITS SUCCESSORS, ASSIGNS OR
PERMITEES SHALL ALSO HAVE THE RIGHT, AT THE OWNERS' OR THEIR HEIRS', SUCCESSORS' OR ASSIGNS' EXPENSE, TO REMOVE, CUT
OR TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH MAY INJURE OR INTERFERE WITH THE USE THEREOF FOR
ITS INTENDED PURPOSES. WE ALSO CERTIFY THAT THE LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE SEWER FROM THE
CITY OF REXBURG AND SAID MUNICIPALITY HAS AGREED IN WRITING TO SERVE SAID LOTS.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR SIGNATURES THIS DAY OF ,20___.
ACKNOWLEDGMENT
COUNTY OF MADISON
ON THIS _______DAY OF ____________, 20___, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE,
PERSONALLY APPEARED AARON RICHARDS, VICE PRESIDENT OF RFW PROPERTIES LLC, KNOWN OR IDENTIFIED TO ME TO BE THE
PERSON WHOSE NAME IS SUBSCRIBED IN THE ATTACHED OWNER'S DEDICATION AND THE DRINKING WATER SYSTEM CERTIFICATE
AND ACKNOWLEDGED TO ME THAT HE IS AUTHORIZED TO EXECUTE THE SAME.
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.
NOTARY PUBLIC FOR THE STATE OF IDAHO
RESIDING IN COUNTY,
COMMISSION EXPIRATION DATE:
STATE OF IDAHO
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE50, CHAPTER13 HAVE BEEN SATISFIED BASED ON THE DEPARTMENT
OF ENVIRONMENTAL QUALITY(DEQ) APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON
THE DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE TIME OF
THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING CONSTRUCTION CAN BE
ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE SINCE BEEN CONSTRUCTED OR
IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO CONSTRUCT FACILITIES OR
MEET THE OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS MAYBE REIMPOSED, IN ACCORDANCE WITH SECTION
50-1326,IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR
SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.
EASTERN IDAHO HEALTH DISTRICT
DATE:___________ _______________________________
ENVIRONMENTAL HEALTH SPECIALIST
PER IDAHO CODE 50-1334, THIS SUBDIVISION WILL BE SERVED BY THE CITY OF REXBURG CITY MUNICIPAL WATER SUPPLY
DISTRIBUTION SYSTEM.
WATER SYSTEM
DATE:
WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS INCLUDED WITHIN THIS PLAT. LOTS WITHIN
THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT.
HEALTH DEPARTMENT CERTIFICATE
IRRIGATION WATER RIGHTS STATEMENT
ALL STATUTORY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING 31-3805. THE LOTS ON THIS PLAT WILL NOT RECEIVE
ANY IRRIGATION WATER RIGHTS OR SHARES IN AN IRRIGATION COMPANY, OTHER THAN WHAT HAS BEEN AGREED TO IN WRITING
BETWEEN DEVELOPER AND IRRIGATION DISTRICT.
THE IRRIGATION COMPANY HAS NO ISSUE WITH THIS DEVELOPMENT.
__________________________________ __________________________________
IRRIGATION COMPANY PRESIDENT IRRIGATION COMPANY
IRRIGATION CERTIFICATE
EAGLE ROCK ENGINEERING WAS COMMISSIONED BY AARON RICHARDS OF RFW PROPERTIES, LLC TO SURVEY LAND SITUATED IN THE
NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN PURSUANT TO DEED INSTRUMENT
NUMBER 452929. ADDITIONAL RECORDS WERE COLLECTED FROM THE MADISON COUNTY RECORDERS OFFICE. A RECORD OF
SURVEY WAS COMPLETED IN FEBRUARY OF 2007 ON JENSEN BROTHERS FARMS PURSUANT TO INSTRUMENT NUMBER 335345.
SURROUNDING PLATS USED WERE SUNRISE MEADOWS, DIVISION NUMBER 1 PURSUANT TO INSTRUMENT NUMBER 285793 AND
COPPER HEIGHTS PURSUANT TO INSTRUMENT NUMBER 442854. ADJOINING PROPERTY DEEDS ARE PURSUANT TO INSTRUMENT
NUMBER 445892, 351095, 452472 AND 371475. MONUMENTS FOUND WERE FROM COPPER HEIGHTS AND SUNRISE MEADOWS,
DIVISION NUMBER 1 PLAT AND FOR MENTIONED RECORD OF SURVEY AND ARE SHOWN AS FOUND ON THIS PLAT. BY STATE LAW
ALL BOUNDARY CORNERS FOUND THAT ARE NOT A 5/8 INCH IRON ROD WITH PLASTIC CAP AND LICENSED SURVEYORS NUMBER
MUST BE UPDATED TO A 5/8 IRON ROD LS 9369. CITY OF REXBURG CONTROL WAS USED FOR THIS SURVEY.
NARRATIVE