HomeMy WebLinkAboutPLAT Rev 3 3.12.24 - 24-00053 - Alpine Heights Division 1 - Plat-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Keith Davidson Keith.Davidson@rexburg.org 208-372-2320
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Cole Hibbard Cole.Hibbard@rexburg.org 208-372-2154
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Alpine Heights Division 1
Address :
Record Type : Plat
Document Filename : PLAT Rev 3 3.12.24 - 24-00053 - Alpine Heights Division 1 - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 24-00053
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Alpine Heights
FINAL PLAT-FP
SHEET 1
Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
Alpine Heights
FINAL PLAT-FP
SHEET 1
Stamp Cole Hibbard : GIS Open 1 Approved - GIS Dept
Alpine Heights
FINAL PLAT-FP
SHEET 1
Stamp Katie Saurey : P&Z Open 1 Plan Received
Alpine Heights
FINAL PLAT-FP
SHEET 1
Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning
Plat
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Alpine Heights
FINAL PLAT-FP
SHEET 1
Stamp Keith Davidson : PW Open 1 Approved - Public Works
Approval of plans does not constitute approval of variance from code
N 89°40'56" E
70.55'
S
4
2
°
3
7
'
2
9
"
E
1
7
6
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0
5
'
S 84°30'36" E
128.26'
N 89°40'56" E
78.56'
N
0
0
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2
2
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2
6
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W
14
6
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0
5
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N
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14
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1
5
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2
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W
14
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2
2
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°
1
5
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2
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W
14
6
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3
0
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N 89°44'59" E
149.77'
S
0
0
°
1
5
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4
2
"
E
14
6
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6
'
S 89°37'30" W 222.06'
N
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1
5
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4
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W
14
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8
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14
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14
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1
5
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2
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14
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5
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°
2
2
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2
6
"
E
14
5
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0
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N 89°37'12" E
149.91'
N 89°37'12" E
149.90'
N 89°37'12" E
149.90'
S 89°37'12" W
149.89'
N 89°37'12" E
149.89'
N 89°37'12" E
149.88'
N 89°37'12" E
149.88'
N 89°37'12" E
149.87'
N 89°53'18" E
156.29'
N 89°53'00" E
191.79'
S 89°37'30" W 309.67'
N
0
0
°
2
2
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4
8
"
W
3
4
8
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N 89°37'30" E 532.61'
S
0
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°
1
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4
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1
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8
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1
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9
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1
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0
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2
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4
8
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W
3
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1
3
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2
2
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3
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14
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0
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2
2
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3
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14
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2
2
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3
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14
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0
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2
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14
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0
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2
2
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3
0
"
E
14
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0
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0
0
°
2
2
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3
0
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E
14
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0
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S
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°
2
2
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3
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E
14
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0
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0
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°
2
2
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3
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"
E
14
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.
0
0
'
96.96'
S
0
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°
1
6
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0
5
"
E
86
.
6
5
'
S
0
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°
1
6
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0
5
"
E
86
.
6
5
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N
0
0
°
1
6
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0
5
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W
11
0
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8
7
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0
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°
1
6
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5
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E
11
0
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8
7
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°
1
6
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5
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E
84
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6
6
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S
0
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°
1
6
'
0
5
"
E
11
1
.
5
9
'
S 89°44'59" W
150.08'
S 89°44'59" W
150.05'
N 89°59'53" W
150.03'
S 86°16'05" W
124.86'
N 53
°
3
9
'
0
8
"
E
169
.
4
8
'
S 4
3
°
1
9
'
5
3
"
W
146
.
4
2
'
N 3
8
°
0
4
'
1
5
"
E
165
.
6
2
'
S 3
4
°
4
5
'
1
2
"
W
130
.
6
5
'
S 2
8
°
1
7
'
0
8
"
W
14
4
.
0
9
'
S 89°05'42" E
70.29'
S
5
6
°
0
4
'
5
5
"
E
11
3
.
3
1
'
N 90°00'00" E
63.37'
115.41'83.00'83.00'83.00'73.01'83.00'
13
8
.
2
4
'
94
.
7
3
'
16.54'
96
.
6
3
'
S
0
0
°
0
0
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E
3
2
5
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8
7
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4
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1
5
1
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9
9
'
14
5
.
4
7
'
21
6
.
7
1
'
25.79'
27.28'
S 89°37'30" W
143.09'
S 89°37'30" W
143.27'
S 71
°
3
6
'
1
1
"
E
105.
9
1
'
S 79°42'
5
1
"
E
130.96'
N 89°37'30" E
112.08'
N 89°37'30" E
80.00'
N 89°37'30" E
80.00'
N 89°37'30" E
80.00'
N 89°37'30" E
112.09'
N 89°40'56" E
83.00'
N 89°40'56" E
83.00'
N 89°40'56" E
91.80'
N 89°40'56" E
83.00'
80
.
0
1
'
80
.
0
0
'
80
.
0
0
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80
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0
0
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80
.
0
0
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80
.
0
0
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80
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0
0
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80
.
0
0
'
14.25'
80
.
0
0
'
79
.
5
0
'
66
.
2
5
'
N 89°40'56" E
83.00'
N 89°40'56" E
66.96'
S
0
0
°
2
2
'
2
6
"
E
14
5
.
7
1
'
S
0
0
°
2
2
'
3
0
"
E
11
9
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6
3
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S 4
5
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3
2
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4
7
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W
196
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9
5
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N
0
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2
2
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3
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"
W
12
0
.
9
7
'
80
.
0
5
'
93
.
5
3
'
17
9
.
4
8
'
L5
L6
L8
91.83'80.00'80.00'80.00'92.07'
12
0
.
0
0
'
12
0
.
0
0
'
92.07'80.00'80.00'80.00'92.35'
11
9
.
9
4
'
12
0
.
0
8
'
90
.
7
2
'
S 89°37'12" W
123.92'
N 89°37'12" E
149.91'
83.00'74.65'
L
4
80
.
0
1
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80
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0
0
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80
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0
0
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80
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0
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80
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80
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0
'
80
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0
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80
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0
0
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79
.
8
1
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122.87'
91
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7
4
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93
.
0
8
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10
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0
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100.34'128.75'72.63'
12
6
.
6
5
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80
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0
5
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73
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7
1
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129.94'
70.85'
22.95'
12
5
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9
6
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12
5
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9
6
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12
5
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8
9
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130.02'
69
.
4
6
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10
1
.
6
8
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74
.
3
9
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34
.
9
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C1
C2 C3
C
4
C5
C6
C7
C8C9
C10
C
1
1
C
1
2
C13
C1
4
C1
5
C
1
6
C17 C18
C19
C20
C21
C22
C23
C24
C
2
6
C27
C2
8
C29
C30
C31
C3
2
C3
3
C3
4
C3
5
C37
C38
C39
L
1
N 89°40'56" E
93.70'
22
5
3
.
8
8
'
N 89°40'56" E
115.70'
S
0
0
°
0
7
'
1
0
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E
3
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0
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4
6
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S
0
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3
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1
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9
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1515.93'N 89°44'12" E 963.87'
83.00'83.00'72.45'
N
1
4
°
5
1
'
0
3
"
W
1
7
9
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2
7
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L10
L11
L
1
2
L
1
3 L15
L1
7
L1
8
L1
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L22
L23
L2
4
L2
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L28 L29
L3
0
L25
L26 N
0
0
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2
2
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4
8
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W
88
.
7
4
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S 89°53'00" W
149.81'
LOT 1
0.285 AC.
LOT 2
0.279 AC.
LOT 3
0.279 AC.
LOT 4
0.278 AC.
LOT 5
0.304 AC.
LOT 6
0.302 AC.
LOT 7
0.277 AC.
LOT 8
0.299 AC.
LOT 9
0.413 AC.
LOT 10
0.287 AC.
LOT 11
0.328 AC.
LOT 1
0.318 AC.
LOT 2
0.276 AC.
LOT 3
0.279 AC.
LOT 4
0.293 AC.
LOT 5
0.281 AC.
LOT 6
0.278 AC.
LOT 7
0.276 AC.LOT 8
0.281 AC.
LOT 9
0.282 AC.
LOT 10
0.281 AC.
LOT 11
0.292 AC.
LOT 12
0.330 AC.
LOT 1
0.308 AC.
LOT 2
0.278 AC.
LOT 3
0.278 AC.
LOT 4
0.277 AC.
LOT 5
0.386 AC.
LOT 6
0.311 AC.
LOT 7
0.278 AC.
LOT 8
0.308 AC.
LOT 9
0.341 AC.
LOT 10
0.349 AC.
LOT 11
0.290 AC.
LOT 12
0.275 AC.
LOT 13
0.275 AC.
LOT 14
0.275 AC.
LOT 15
0.275 AC.
LOT 16
0.275 AC.
LOT 17
0.275 AC.
LOT 18
0.275 AC.
LOT 19
0.275 AC.
LOT 20
0.276 AC.
LOT 21
0.278 AC.
LOT 22
0.312 AC.
LOT 23
0.695 AC.
LOT 1
0.355 AC.
LOT 2
0.257 AC.
LOT 3
0.257 AC.
LOT 4
0.257 AC.
LOT 5
0.356 AC.
LOT 6
0.356 AC.
LOT 7
0.257 AC.
LOT 8
0.257 AC.
LOT 9
0.257 AC.
LOT 10
0.356 AC.
LOT 1
0.350 AC.
LOT 2
0.292 AC.LOT 3
0.318 AC.
LOT 5
0.306 AC.
LOT 6
0.370 AC.
LOT 7
0.294 AC.
LOT 8
0.278 AC.
LOT 4
0.362 AC.
BLOCK 4
BLOCK 1 BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 5
BLOCK 5
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N 89°59'13" W
97.34'
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N 89°40'57" E 184.13'
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(R1-N 89°44'18" E 963.88')
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1
ROLLING HILLS ESTATES
SUBDIVISION DIVISION No. 2
INSTRUMENT #186192
IV
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C36
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N 3
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E
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4
8
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CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
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
C47
C48
C49
LENGTH
40.23'
41.50'
45.87'
47.18'
40.19'
40.23'
40.14'
30.20'
45.22'
38.58'
60.58'
33.26'
6.98'
40.27'
31.49'
48.94'
72.24'
20.84'
41.27'
194.17'
44.34'
56.20'
76.37'
138.28'
48.57'
19.28'
131.42'
25.63'
111.29'
97.29'
28.62'
154.34'
126.11'
56.24'
87.57'
33.00'
3.60'
99.60'
90.84'
81.39'
8.88'
101.88'
108.12'
71.34'
183.64'
0.31'
290.22'
275.43'
123.04'
RADIUS
60.73'
60.00'
60.00'
60.00'
60.00'
60.73'
59.88'
60.00'
60.00'
60.00'
60.00'
59.82'
60.00'
60.15'
60.00'
60.00'
60.00'
60.00'
60.07'
337.00'
303.00'
371.00'
303.00'
371.00'
303.00'
371.00'
222.00'
256.00'
188.00'
256.00'
256.00'
204.00'
170.00'
238.00'
238.00'
238.00'
750.00'
750.00'
750.00'
750.00'
750.00'
750.00'
750.00'
750.00'
650.00'
750.00'
750.00'
750.00'
50.00'
DELTA
37°57'08"
39°37'44"
43°48'18"
45°03'19"
38°22'26"
37°57'06"
38°24'45"
28°50'19"
43°10'42"
36°50'33"
57°50'59"
31°51'18"
6°39'50"
38°21'15"
30°04'27"
46°43'50"
68°58'49"
19°54'02"
39°21'32"
33°00'47"
8°23'02"
8°40'48"
14°26'26"
21°21'17"
9°11'06"
2°58'42"
33°55'05"
5°44'10"
33°55'05"
21°46'32"
6°24'23"
43°20'52"
42°30'11"
13°32'20"
21°04'54"
7°56'37"
0°16'30"
7°36'31"
6°56'23"
6°13'04"
0°40'43"
7°46'58"
8°15'36"
5°27'00"
16°11'15"
0°01'26"
22°10'17"
21°02'28"
140°59'38"
CHORD BEARING
N 70°24'30" E
N 71°00'22" E
S 67°16'36" E
S 22°50'52" E
S 18°51'57" W
S 18°50'11" W
S 71°05'56" E
S 66°22'10" E
N 77°37'20" E
N 37°36'42" E
N 09°44'04" W
N 22°48'07" W
N 03°33'59" W
N 18°59'02" E
N 23°08'55" E
N 15°15'13" W
N 73°06'32" W
S 62°27'03" W
S 72°12'17" W
N 72°35'18" W
N 83°53'57" W
S 84°45'18" E
N 72°29'14" W
S 69°44'15" E
S 60°40'28" E
S 57°34'16" E
S 73°02'27" E
N 58°57'00" W
S 73°02'27" E
N 72°42'21" W
N 86°47'48" W
N 21°17'38" E
N 20°52'17" E
S 06°37'48" W
S 23°56'26" W
S 38°27'11" W
N 89°52'42" E
S 86°10'48" E
S 78°54'21" E
N 72°19'38" W
N 68°52'44" W
S 64°38'54" E
S 56°37'37" E
S 49°46'19" E
N 55°05'31" W
N 47°02'06" W
N 58°07'57" W
N 79°44'20" W
S 81°32'28" W
CHORD LENGTH
39.50'
40.68'
44.76'
45.97'
39.44'
39.50'
39.40'
29.88'
44.15'
37.92'
58.04'
32.83'
6.97'
39.52'
31.13'
47.59'
67.95'
20.74'
40.46'
191.50'
44.30'
56.15'
76.16'
137.48'
48.52'
19.28'
129.51'
25.62'
109.67'
96.71'
28.61'
150.68'
123.24'
56.11'
87.08'
32.97'
3.60'
99.52'
90.78'
81.35'
8.88'
101.80'
108.03'
71.31'
183.03'
0.31'
288.41'
273.88'
94.26'
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
DIRECTION
N 45°07'51" W
S 44°52'09" W
S 44°48'45" W
N 45°11'15" W
S 89°40'56" W
S 89°40'56" W
N 89°37'30" E
S 44°40'42" W
N 45°22'40" W
S 00°22'48" E
N 44°50'54" E
N 45°31'09" W
N 45°19'18" W
S 44°40'42" W
S 44°37'39" W
N 45°22'39" W
S 00°16'05" E
S 00°16'05" E
N 00°14'04" W
S 44°40'54" E
S 89°05'42" E
S 56°04'55" E
N 90°00'00" E
N 44°48'36" E
N 90°00'00" W
N 45°11'24" W
S 00°22'48" E
N 87°31'35" E
N 42°58'04" E
S 01°55'37" E
N 89°37'12" E
S 89°45'56" W
S 89°45'56" W
N 89°37'12" E
N 41°45'17" W
LENGTH
28.24'
28.38'
28.38'
28.19'
4.44'
16.04'
23.20'
28.19'
28.28'
16.19'
28.41'
28.38'
28.34'
28.48'
28.28'
28.29'
33.22'
59.86'
20.60'
28.85'
16.75'
11.63'
9.14'
28.19'
9.59'
28.38'
24.27'
28.47'
17.83'
28.30'
34.00'
34.00'
34.00'
34.00'
17.94'
NOTES
1)ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY HAVE A FIFTEEN FOOT (15.00')
PERMANENT PUBLIC UTILITY EASEMENT.
2)TEMPORARY TURN AROUND TO BE VACATED UPON APPROVED CONNECTION
ALPINE HEIGHTS DIVISION No. 1
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO
BEING PART OF THE SOUTHWEST 1/4 OF SECTION 29, AND THE
NORTHWEST 1/4 OF SECTION 32 TOWNSHIP 6 NORTH, RANGE 40 EAST
OF THE BOISE MERIDIAN
REFERENCE DOCUMENTS
1)CP&F DOCUMENTS AS LISTED ON THE FACE OF THE PLAT
2)PLATS AS LISTED ON THE FACE OF THE PLAT
3)RECORD OF SURVEY INSTRUMENT No. 454362
4)DEED INSTRUMENT No. 347625
5)DEED INSTRUMENT No. 349407
6)DEED INSTRUMENT No. 450844
LEGEND
PLSS SECTION CONTROL (AS NOTED)
FOUND 5/8" REBAR WITH PLASTIC CAP STAMPED PLS 20907 (UNLESS OTHERWISE NOTED)
FOUND 1/2" REBAR AS NOTED
FOUND 1/2" REBAR, REPLACED WITH 5/8" REBAR WITH PLASTIC CAP STAMPED PLS 18405
SET 5/8" REBAR WITH ALUMINUM CAP STAMPED PLS 18405
SET 1/2" REBAR WITH PLASTIC CAP STAMPED PLS 18405
CALCULATED POINT (NOTHING FOUND, NOTHING SET)
SUBDIVISION BOUNDARY
LOT LINE
CENTER LINE
PUBLIC UTILITY EASEMENT (UNLESS OTHERWISE NOTED)
ADJOINING BOUNDARY LINE
EXISTING ROAD CENTERLINE
SECTION LINE
EXISTING EASEMENT LINE
DIMENSIONAL TIE LINE
RECORD INFORMATION FROM SURVEY INSTRUMENT No. 454362
LINE TABLE CURVE TABLE
CENTER QUARTER CORNER OF SECTION 32,
FOUND BRASS CAP MONUMENT
PER CP&F #404681
CENTER QUARTER CORNER OF SECTION 29,
FOUND BRASS CAP MONUMENT
PER CP&F #304335
REVIEWED BY:DRAWN BY:
JOB NO:
CTPNK
22-041 DATE: March 12, 2024
The Civil Connection
REXBURG, ID
ALPINE HEIGHTS DIVISION No. 1
SHEETSOF
2295 N YELLOWSTONE HWY, UNIT 6,
IDAHO FALLS, ID 83401
208.881.0081
NORTH QUARTER CORNER
OF SECTION 32,
FOUND 5/8" BENT REBAR
PER CP&F #404671
POINT OF BEGINNING
C
C
SURVEY NARRATIVE
THIS SURVEY WAS MADE AT THE REQUEST OF ELDWIN, LLC. TO CREATE LOTS, BLOCKS AND STREETS AS
SHOWN ON THE FACE OF THIS PLAT.
THE EXTERNAL BOUNDARY OF THIS SUBDIVISION WAS DETERMINED BY FOUND MONUMENTS AND
RECORD INFORMATION FROM DEEDS FILED UNDER INSTRUMENT No. 450844 AND RECORD OF SURVEY
FILED UNDER INSTRUMENT No. 454362.
BASIS OF BEARING
BASIS OF BEARING PER IDAHO STATE PLAT COORDINATE SYSTEM - EAST ZONE (1101)
THE LONGITUDINAL CENTERLINE OF SECTION 29 BETWEEN THE CENTER QUARTER
AND THE SOUTH QUARTER IS ASSUMED TO BE S 00°22'37" E 2637.85'
1 2
30.00'30.00'
34.00'34.00'
34.00'
34.00'34.00'
34.00'
34.00'
34.00'
34.00'
34.00'
R=6
0
.
0
0
'
R=60
.
0
0
'
R=
6
0
.
0
0
'
50.00'
50.00'
32
29
34.
0
0
'
34.
0
0
'
34.00'
34.00'
34.00'
34.00'
34.00'
34.00'
34.00'
34.00'
34
.
0
0
'
15
.
0
0
'
34
.
0
0
'
PLS 9369
PLS 9369
PLS 13856
PLS 8252
C
(R1- )
PRELIM
I
N
A
R
Y
50.00'
DEED INSTRUMENT
No. 349407
TEMPORARY TURN
AROUND EASEMENT
SEE NOTE 2
CITY'S ACCEPTANCE
THIS PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO
BY RESOLUTION ADOPTED THIS_____DAY OF ______________, 2024.
MAYOR CITY ENGINEER
CITY CLERK PLANNING AND ZONING OFFICIAL
REVIEWED BY:DRAWN BY:
JOB NO:
CTPNK
22-041 DATE: March 12, 2024
The Civil Connection
REXBURG, ID
ALPINE HEIGHTS DIVISION No. 1
SHEETSOF
2295 N YELLOWSTONE HWY, UNIT 6,
IDAHO FALLS, ID 83401
208.881.0081
SURVEYORS CERTIFICATE
I, CARDON T. PAYNE, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
IDAHO DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY DIRECTION OF THE
PREMISES DESCRIBED IN THE BOUNDARY DESCRIPTION AND SHOWN ON THIS PLAT
UPON WHICH THIS CERTIFICATION APPEARS. I FURTHER CERTIFY THAT THIS PLAT WAS
PREPARED UNDER MY DIRECTION AND THAT THE MONUMENTATION SHOWN CONFORMS
WITH THAT SET ON THE GROUND AND THAT THE PERTINENT STATUTES OF THE STATE
OF IDAHO, TOGETHER WITH ALL LOCAL ORDINANCES HAVE BEEN COMPLIED WITH.
CARDON T. PAYNE, LICENSE #18405 DATE
OWNERS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED ELDWIN, LLC IS THE
LAWFUL OWNER OF THE TRACT OF LAND DESCRIBED IN THE BOUNDARY DESCRIPTION
SHOWN HEREON, AND HAS CAUSED THE SAME TO BE SUBDIVIDED INTO LOTS, BLOCKS
AND STREETS, WHICH PLAT SHALL BE KNOWN HEREAFTER AS ALPINE HEIGHTS
DIVISION No. 1 AND DOES HEREBY WARRANT AND SAVE THE CITY OF REXBURG, IDAHO
IN THE COUNTY OF MADISON HARMLESS FROM ANY EXISTING EASEMENTS OR
ENCUMBRANCES. IT IS MY INTENTION, THE OWNER, TO INCLUDE ALL OF THE LAND
DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT. THE LOCATION AND
DIMENSIONS OF THE BLOCKS AND LOTS ARE TO BE SHOWN ON THE ACCOMPANYING
MAP OF THE PROPERTY. THE EASEMENTS SHOWN ARE NOT DEDICATED TO THE
PUBLIC BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED
FOR PUBLIC UTILITIES, ROADWAY SLOPES , DRAINAGE, SNOW REMOVAL OR FOR ANY
OTHER USE DESIGNATED ON THE PLAT, AND NO STRUCTURES OTHER THAT THOSE
FOR SUCH UTILITY PURPOSES ARE TO BE ERECTED WITHIN THE LINES OF SAID
EASEMENTS.
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 HAD AGREED IN WRITING TO SERVE THIS SUBDIVISION.
ELDWIN, LLC
BRENT BEMENT, CPA (MANAGING MEMBER)DATE
ACKNOWLEDGMENT
STATE OF IDAHO )
COUNTY OF _____________) SS.
ON THIS______DAY OF______________, IN THE YEAR OF 2024, BEFORE ME, THE UNDERSIGNED, A
NOTARY PUBLIC IN AND FOR THE STATE OF IDAHO, PERSONALLY APPEARED BRENT BEMENT,
KNOWN OR IDENTIFIED TO ME, TO BE THE MANAGING MEMBER OF ELDWIN, LLC, AN IDAHO 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 SAME IN SAID LIMITED LIABILITY COMPANY'S 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 THIS
DAY.
NOTARY PUBLIC:__________________________________________
MY COMMISSION EXPIRES ON:______________________________
RECORDERS CERTIFICATE
COUNTY EXAMINING SURVEYOR'S CERTIFICATE
I, THE UNDERSIGNED, PROFESSIONAL SURVEYOR IN AND FOR MADISON COUNTY, IDAHO, DO
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE
OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
DATE MADISON COUNTY EXAMINING SURVEYOR LICENSE NUMBER
ASSESSOR TREASURER'S CERTIFICATE
THE UNDERSIGNED 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.
MADISON COUNTY ASSESSOR DATE
MADISON COUNTY TREASURER DATE
IRRIGATION WATER RIGHTS STATEMENT
LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE AN IRRIGATION WATER RIGHT.
BOUNDARY DESCRIPTION
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 29 AND THE NORTHWEST QUARTER OF
SECTION 32 OF TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, MADISON
COUNTY, STATE OF IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 32 OF T. 6 N., R. 40 E., B.M. POINT
ALSO BEING THE POINT OF BEGINNING (FROM WHICH THE CENTER QUARTER CORNER OF SAID
SECTION 32 BEARS S 00°07'10” E 2644.34');
THENCE S 00°07'10" E 390.46' ALONG THE LONGITUDINAL CENTERLINE OF SAID SECTION 32,
BEING THE COMMON LINE BETWEEN HARVEST HEIGHTS DIVISION No. 1 FILED UNDER
INSTRUMENT No. 304335 TO THE NORTH RIGHT-OF-WAY LINE OF E 7TH SOUTH BEING A
NON-TANGENT CURVE TO THE RIGHT;
THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE AND NON-TANGENT CURVE TO THE RIGHT
183.64' (CURVE DATA: RADIUS= 650.00' DELTA= 16°11'15" CHORD= N 55°05'31” W 183.03');
THENCE ALONG THE NORTH RIGHT-OF-WAY LINE OF E 7TH SOUTH FOR THE FOLLOWING SIX (6)
COURSES:
1)N 47°01'43” W 191.97' TO A TANGENT CURVE TO THE LEFT;
2)ALONG SAID TANGENT CURVE TO THE LEFT 0.31' (CURVE DATA: RADIUS= 750.00' DELTA=
00°01'26” CHORD= N 47°02'06” W 0.31') TO A TANGENT CURVE TO THE LEFT;
3) ALONG SAID TANGENT CURVE TO THE LEFT 290.22' (CURVE DATA: RADIUS= 750.00' DELTA=
22°10'17” CHORD= N 58°07'57” W 288.41') TO A TANGENT CURVE TO THE LEFT;
4)ALONG SAID TANGENT CURVE TO THE LEFT 275.43' (CURVE DATA: RADIUS= 750.00' DELTA=
21°02'28” CHORD= N 79°44'20” W 273.88');
5)N 89°59'13” W 97.34' TO THE EAST BOUNDARY LINE OF EAGLEWOOD ADDITION DIVISION
No. 1 FILED UNDER INSTRUMENT No. 297889;
THENCE N 00°15'15” W 777.90' ALONG THE EAST BOUNDARY LINE OF SAID EAGLEWOOD
ADDITION DIVISION No. 1;
THENCE N 14°51'03" W 179.27' ALONG THE EAST BOUNDARY LINE OF SAID EAGLEWOOD
ADDITION DIVISION No. 1;
THENCE N 09°30'40" W 121.54' ALONG THE EAST BOUNDARY LINE OF THE LANDS DESCRIBED IN
DEED INSTRUMENT No. 349407 TO THE SOUTH BOUNDARY LINE OF ROLLING HILLS ESTATES
DIVISION 2 FILED UNDER INSTRUMENT No. 186192;
THENCE N 89°44'12" E 963.87' ALONG THE SAID SOUTH BOUNDARY LINE OF ROLLING HILLS
ESTATES DIVISION 2 TO THE LONGITUDINAL CENTERLINE OF SECTION 29, LINE ALSO BEING THE
WEST BOUNDARY LINE OF HARVEST HEIGHTS DIVISION No. 1 FILED UNDER INSTRUMENT No.
304335;
THENCE S 00°22'37" E 1121.93' ALONG THE SAID THE LONGITUDINAL CENTERLINE OF SECTION
29 AND THE WEST BOUNDARY LINE OF SAID HARVEST HEIGHTS DIVISION No. 1 TO THE NORTH
QUARTER CORNER OF SECTION 32 BEING THE POINT OF BEGINNING.
SAID PROPERTY CONTAINS 25.427 ACRES MORE OR LESS
HEALTH DEPARTMENT CERTIFICATE OF APPROVAL
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 DATE
FLOOD PLAIN DESIGNATION
ZONE X PER FLOOD INSURANCE RATE MAP, PANEL NUMBER 20 OF 200, MAP NUMBER
16065C0020 D, EFFECTIVE DATE JUNE 3, 1991.
ALPINE HEIGHTS DIVISION No. 1
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO
BEING PART OF THE SOUTHWEST 1/4 OF SECTION 29, AND THE
NORTHWEST 1/4 OF SECTION 32 TOWNSHIP 6 NORTH, RANGE 40 EAST
OF THE BOISE MERIDIAN
2 2
PRELIM
I
N
A
R
Y