HomeMy WebLinkAboutPLAT Rev 2 11.12.25 - 25-00999 - Juniper Commons - Plat (1)N89°46'26"E 2639.85'
361.50'
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70.00'
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40.50'
142.55'
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204.58'
39.50'39.50'
293.93'276.49'
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(R1)(R2)N89°46'28"E (R1)(R2)N89°46'28"E
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(R1)(R2)S89°49'19"W
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30'10'
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39.5'39.5'
39.
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52
0.07 AC.
70.00'
40.50'
S89°46'26"W N89°46'26"E 7.50'
(R1)(R2)N89°46'28"E
N89°46'26"E 193.41'
26'
(R1)(R2)S00°22'00"E
S89°46'26"W 18.00'
(R1)(R2)S89°46'28"W
1707.93'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
LENGTH
361.27'
531.28'
490.13'
85.02'
105.95'
125.87'
109.95'
137.26'
164.58'
168.28'
182.41'
196.53'
38.42'
38.55'
RADIUS
549.50'
510.00'
470.50'
160.50'
200.00'
239.50'
159.00'
198.50'
238.00'
470.50'
510.00'
549.50'
24.50'
24.50'
DELTA
37°40'09"
59°41'11"
59°41'11"
30°21'08"
30°21'08"
30°06'39"
39°37'12"
39°37'12"
39°37'12"
20°29'33"
20°29'33"
20°29'33"
89°51'07"
90°08'53"
CHORD BEARING
N49°07'45"E
N59°58'42"E
N59°58'41"E
S14°57'31"W
S14°57'31"W
S14°50'17"W
S40°40'11"E
S40°40'11"E
S40°40'11"E
S10°36'48"E
S10°36'48"E
S10°36'48"E
N45°18'00"W
S44°42'00"W
CHORD LENGTH
354.80'
507.58'
468.27'
84.03'
104.71'
124.42'
107.77'
134.54'
161.32'
167.38'
181.44'
195.49'
34.60'
34.69'
LINE TABLE
SEGMENT
L1
L2
L3
L4
L5
BEARING
N74°49'39"E
S15°10'21"E
S00°13'03"E
S00°13'03"E
S00°13'03"E
LENGTH
28.13'
28.44'
4.66'
4.66'
4.65'
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
JUNIPER COMMONS
DATE:
CAD NAME:
A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36 TOWNSHIP 6
NORTH, RANGE 39 EAST, BOISE MERIDIAN
COMMENCING AT THE NORTH QUARTER CORNER OF THE AFOREMENTIONED SECTION 36; THENCE ALONG THE NORTH
SECTION LINE OF SAID SECTION 36 N89°46'26”E 361.50 FEET TO THE POINT OF BEGINNING SAID POINT ALSO BEING THE
NORTHWEST CORNER OF JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO. 410955; THENCE ALONG THE
BOUNDARY OF JUNIPER SANDS SUBDIVISION THE FOLLOWING TEN (10) COURSES: (1) THENCE ALONG SAID NORTH SECTION
LINE N89°46'26”E 570.42 FEET; (2) THENCE S00°22'02”E 32.00 FEET; (3) S89°46'26”W 18.00 FEET; (4) THENCE S00°22'02”E
292.00 FEET; (5) THENCE N89°46'26”E 193.41 FEET; (6) THENCE S30°08'06”W 1153.06 FEET; (7) THENCE S89°49'17”W 522.08
FEET; (8) THENCE N00°22'00W 545.50 FEET; (9) THENCE N89°46'26”E 361.50 FEET; (10) THENCE N00°22'00”W 693.00 FEET TO
THE POINT OF BEGINNING, CONTAINING 19.00 ACRES.
BOUNDARY DESCRIPTION
W E
S
N
FOUND BRASS CAP
NORTH QUARTER CORNER SECTION 36
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 264356
0100'100'50'
SCALE: 1" = 100'
SHEET 1 OF 3
H. REESE
A. GARCIA
K. ROLAND
25163
November 12, 2025
X_25163 FINAL PLAT.DWG
VICINITY MAP
PRO
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LOC
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FOUND BRASS CAP
NORTHEAST CORNER SECTION 36
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
CPF No. 408707
SECTION LINE - BASIS OF BEARING
SEE SHEET 2 FOR BUILDING LOT DIMENSIONS
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
PLAT BOUNDARY
EXISTING UTILITY EASEMENT AS NOTED
P.L.S.S. CORNER AS NOTED
10' PUBLIC UTILITY EASEMENT (P.U.E.) UNLESS
OTHERWISE DIMENSIONED
FOUND 1/2" X 24" IRON ROD WITH NO CAP
FOUND 5/8" x 30" IRON ROD MARKED P.L.S. 5360,
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
PLACED 5/8" X 30" IRON ROD WITH ALUMINUM CAP
MARKED P.L.S. 9369
POINT OF BEGINNINGP.O.B.
FOUND 1/2" IRON ROD MARKED AS NOTED, REPLACED
WITH 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
P.L.S. 9369
CITY OF REXBURG EXISTING UTILITY EASEMENT
INSTRUMENT NO. 367338
1. LOT 50 BLOCK 1 IN ITS ENTIRETY IS SUBJECT TO A BLANKET EASEMENT FOR ALL UTILITIES. ALL
LOTS HAVE AND ARE SUBJECT TO RECIPROCAL EASEMENTS FOR UTILITIES INSTALLATIONS,
CONNECTIONS, MAINTENANCE AND REPAIR.
2. ALL NEW UTILITIES MUST BE PLACED UNDERGROUND.
3.NO APPROVAL SHALL BE GRANTED BY ANY HOMEOWNERS ASSOCIATION OR ARCHITECTURAL
COMMITTEE THAT SHALL VIOLATE THE REXBURG CITY CODE.
4.LOT OWNERS SHALL BE REQUIRED TO INCORPORATE LOW VOLUME IRRIGATION SYSTEMS
THROUGHOUT THEIR LANDSCAPED AREAS.
5.LOT 2 BLOCK 3, LOT 1 BLOCK 4 ARE NON-BUILDABLE LOTS TO BE OWNED AND MAINTAINED
BY THE HOMEOWNER'S ASSOCIATION.
6.VACATED RIGHT-OF-WAY LINE PURSUANT TO INSTRUMENT NO.
______________________.
NOTES
CA COMMON AREA
P.O.B.
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO CREATED UNDER IDAHO CODE TITLE 50, CHAPTER 13
BEING A RE-PLAT OF LOT 1 BLOCK 1, LOT 1, BLOCK 2 AND LOT 1, BLOCK 3 OF JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO. 410955
PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN
REXBU
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IS
RECORD INFORMATION
(R1) JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO. 410995
(R2) RECORD OF SURVEY PURSUANT TO INSTRUMENT NO. 421592
LOT 52
SEWER LIFT STATION TO BE
DEEDED TO THE CITY OF REXBURG EMERGENCY ACCESS EASEMENT PURSUANT TO
INSTRUMENT NO. _____________
FOUND 1/2" IRON ROD
MARKED P.L.S. 826
FOUND 1/2" IRON ROD
MARKED P.L.S. 1027
NO CAP
FOUND 1/2" WITH
ILLEGIBLE PLASTIC CAP
AND REPLACED AS NOTED
FOUND 1/2" IRON ROD NO
CAP REPLACED AS NOTED
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BLOCK 1
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133.77'
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183.86'
50
6
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361.50'
20
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S89°48'36"E 434.74'
42.
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S89°49'17"W 522.08'
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5
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204.58'
C2
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N0
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N90°00'00"WN90°00'00"WN90°00'00"WN90°00'00"WN90°00'00"W
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S42
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S64°2
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S81°51'48"W
S
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N90°00'00"W
S0
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N90°00'00"WN90°00'00"W
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N89°48'39"W
S0
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°
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2
1
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N89°48'39"W
S0
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°
1
1
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2
1
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N89°48'39"W
S0
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°
1
1
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2
1
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N89°48'39"W
N89°48'39"W
S0
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°
1
1
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1
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N89°48'39"W
S0
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°
1
1
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2
1
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N89°48'39"W
S0
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°
1
1
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2
1
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N89°48'39"W
N0
0
°
1
1
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2
1
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N90°00'00"W
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N90°00'00"W
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0
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N89°57'23"W
S0
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°
0
2
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3
7
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W
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0
°
0
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N90°00'00"W
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N89°47'23"E
S0
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N89°47'16"E
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1
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N89°47'20"E
S89°47'20"W
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1
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L8L9L10L11
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L18 L19
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L2
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L2
3
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L31L32
L3
3
L34
L35L36L37L38L39
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L4
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L4
2
L4
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0
0
"
E
N90°00'00"W
S0
0
°
0
0
'
0
0
"
E
N90°00'00"W N90°00'00"W N90°00'00"W N90°00'00"W N90°00'00"W N90°00'00"W
N90°00'00"W N89°57'23"W
S0
0
°
0
2
'
3
7
"
W
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
N89°48'39"W
N89°48'39"W
N89°48'39"W
S0
0
°
1
1
'
2
1
"
W
S0
0
°
1
1
'
2
1
"
W
S0
0
°
1
1
'
2
1
"
W
N89°47'20"E N89°47'20"E
S89°47'20"W
S0
0
°
1
2
'
4
0
"
E
N89°47'20"E
N89°48'39"W
N89°48'39"W
S0
0
°
1
1
'
2
1
"
W
S0
0
°
1
1
'
2
1
"
W
N89°48'39"W
S0
0
°
1
1
'
2
1
"
W
N89°48'39"W
S0
0
°
1
1
'
2
1
"
W
N90°00'00"W
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
N90°00'00"W
N90°00'00"W
S0
0
°
0
0
'
0
0
"
E
S0
0
°
0
0
'
0
0
"
E
N90°00'00"WN89°48'39"W
S0
0
°
1
1
'
2
1
"
W
S
0
8
°
0
8
'
1
2
"
E
S81°51'48"W
S81°51'48"W
S
0
8
°
0
8
'
1
2
"
E
S64°2
4
'
5
8
"
W
S
2
5
°
3
5
'
0
2
"
E
S64°2
4
'
5
8
"
W
S
2
5
°
3
5
'
0
2
"
E
S45
°
3
5
'
0
1
"
W
S45
°
3
5
'
0
1
"
W
S42
°
3
5
'
0
3
"
W
S42
°
3
5
'
0
3
"
W
S2
9
°
3
9
'
0
8
"
W
S2
9
°
3
9
'
0
8
"
W
S2
9
°
3
9
'
0
8
"
W
S2
9
°
3
9
'
0
8
"
W
S2
9
°
3
9
'
0
8
"
W
S2
9
°
3
9
'
0
8
"
W
S6
0
°
2
0
'
5
2
"
E
S6
0
°
2
0
'
5
2
"
E
S6
0
°
2
0
'
5
2
"
E
S6
0
°
2
0
'
5
2
"
E
S6
0
°
2
0
'
5
2
"
E
S6
0
°
2
0
'
5
2
"
E
S
4
7
°
2
4
'
5
7
"
E
S
4
7
°
2
4
'
5
7
"
E
S
4
4
°
2
4
'
5
9
"
E
S
4
4
°
2
4
'
5
9
"
E
183.73'
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
UN
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
S Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
39
.
5
0
'
L7
4
C16
L83
L8
4
L76
L8
5
L86
L8
7
L8
8
L58
L5
9
L6
0
L61
L6
2
L7
0
L71
L7
2
L6
9
L68
L6
6
L6
7
C15
L7
5
L77
L7
8
L79
L8
1
L82
L80
L57
L63
L6
4
L6
5
L7
3
S0
0
°
1
2
'
4
0
"
E
S0
0
°
1
2
'
4
0
"
E
20'
30'10'
39.
5
'
39.
5
'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
LENGTH
361.27'
531.28'
490.13'
85.02'
105.95'
125.87'
109.95'
137.26'
164.58'
168.28'
182.41'
196.53'
38.42'
38.55'
RADIUS
549.50'
510.00'
470.50'
160.50'
200.00'
239.50'
159.00'
198.50'
238.00'
470.50'
510.00'
549.50'
24.50'
24.50'
DELTA
37°40'09"
59°41'11"
59°41'11"
30°21'08"
30°21'08"
30°06'39"
39°37'12"
39°37'12"
39°37'12"
20°29'33"
20°29'33"
20°29'33"
89°51'07"
90°08'53"
CHORD BEARING
N49°07'45"E
N59°58'42"E
N59°58'41"E
S14°57'31"W
S14°57'31"W
S14°50'17"W
S40°40'11"E
S40°40'11"E
S40°40'11"E
S10°36'48"E
S10°36'48"E
S10°36'48"E
N45°18'00"W
S44°42'00"W
CHORD LENGTH
354.80'
507.58'
468.27'
84.03'
104.71'
124.42'
107.77'
134.54'
161.32'
167.38'
181.44'
195.49'
34.60'
34.69'
LINE TABLE
SEGMENT
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
BEARING
N74°49'39"E
S15°10'21"E
S00°13'03"E
S00°13'03"E
S00°13'03"E
S09°35'40"W
S47°47'29"E
S89°23'02"E
S89°48'30"E
S89°32'25"E
S89°22'04"E
S00°51'10"E
N90°00'00"E
N90°00'00"E
S86°39'26"E
N90°00'00"E
S00°00'00"E
N76°44'40"E
N89°00'18"E
S48°39'52"E
N29°39'08"E
N29°39'08"E
N06°08'01"E
N43°47'56"E
S60°20'52"E
S60°20'52"E
S60°20'52"E
S47°24'57"E
LENGTH
28.13'
28.44'
4.66'
4.66'
4.65'
30.33'
22.65'
29.09'
19.24'
28.78'
16.79'
14.03'
16.58'
28.78'
19.27'
29.09'
14.36'
22.32'
12.97'
82.03'
19.24'
26.27'
17.85'
28.41'
13.75'
13.75'
13.75'
14.36'
LINE TABLE
SEGMENT
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
BEARING
S44°24'59"E
S41°58'16"E
N89°47'20"E
N89°47'20"E
S00°12'40"E
S88°41'07"E
N89°05'50"E
N88°11'41"E
N90°00'00"E
N90°00'00"E
S85°26'37"E
S47°18'34"E
S00°26'31"E
S00°39'21"E
S00°39'21"E
S00°44'57"E
S00°44'57"E
S00°44'57"E
S00°44'57"E
S00°44'57"E
S76°45'53"E
N90°00'00"E
N77°12'33"E
N68°25'26"E
S25°35'02"E
S08°45'26"E
S15°27'27"W
S15°27'27"W
LENGTH
14.36'
89.56'
18.79'
28.64'
12.97'
91.53'
14.36'
14.36'
14.36'
14.38'
20.37'
31.62'
12.07'
12.12'
12.12'
10.61'
10.61'
10.61'
10.61'
10.61'
29.84'
19.24'
28.42'
13.80'
13.75'
12.65'
14.89'
14.89'
LINE TABLE
SEGMENT
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
BEARING
S89°48'36"E
S08°35'11"W
S00°12'44"E
S89°48'38"E
S30°08'06"W
S89°48'38"E
N29°31'31"E
S60°28'29"E
S60°28'29"E
N30°13'37"E
S89°48'38"E
N29°32'04"E
N29°32'04"E
N89°48'38"W
S29°31'31"W
S60°28'29"E
LENGTH
26.28'
19.02'
122.62'
357.95'
29.43'
41.46'
161.23'
134.50'
38.53'
121.46'
45.88'
98.97'
84.92'
51.60'
59.64'
44.97'
LINE TABLE
SEGMENT
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
BEARING
S29°31'31"W
N29°31'31"E
N89°47'12"E
S89°47'12"W
S00°12'44"E
N89°47'16"E
S89°47'16"W
S00°12'44"E
N89°47'12"E
S89°47'12"W
N00°12'44"W
N29°31'31"E
N89°48'38"W
N00°12'39"W
N08°35'11"E
LENGTH
178.31'
44.92'
370.21'
329.36'
39.00'
307.08'
292.10'
147.13'
36.58'
62.88'
264.13'
148.84'
143.23'
150.44'
17.18'
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
DATE:
CAD NAME:
W E
S
N
060'60'30'
SCALE: 1" = 60'
H. REESE
A. GARCIA
K. ROLAND
25163
November 12, 2025
X_25163 FINAL PLAT.DWG
OHADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
O
YE
VR
K
U
RT J.R O L A N D
IS
39.00'
16
.
4
7
'
16
.
4
7
'
39.00'14
.
0
6
'
14
.
0
6
'
BUILDING LOT DIMENSIONS
2.50'
9.06'
2.50'
7.32'
13.88'
7.32'
1762 SF
FR
O
N
T
S
I
D
E
BA
C
K
S
I
D
E
REXBU
R
G
S
T
A
K
E
L
D
S
C
H
U
R
C
H
LEGEND
1.ALL BUILDING LOT BEARINGS ARE SHOWN ON DRAWING.
2.A 1/2" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 9369
WILL BE PLACED OFFSET 1' FROM EACH BUILDING CORNER.
3.ALL OF LOT 50 BLOCK 1 SHALL BE COMMON AREA, AS SHOWN HEREON.
SHEET 2 OF 3
HCP HOLD
I
N
G
S
L
L
C
HEINZ FA
M
I
L
Y
L
L
C
CITY OF REXBURG EXISTING UTILITY EASEMENT
INSTRUMENT NO. 367338
THOSE PORTIONS OF LOT 50, BLOCK 1 AS FOLLOWS:
1.ANY PROPERTY WHICH IS NOT INCLUDED WITH THE BUILDING UNITS.
2.EASEMENTS THROUGH THE UNITS FOR UTILITY SERVICES TO THE UNITS AND COMMON AREAS.
3.INSTALLATIONS THAT ARE REQUIRED TO PROVIDE UTILITY AND OTHER SERVICES TO MORE THAN ONE UNIT OR TO THE COMMON ELEMENTS.
4.STRUCTURAL SUPPORT EASEMENTS IN ANY PORTION OF A UNIT CONTRIBUTING TO SUPPORT OF A BUILDING.
DESCRIPTION OF COMMON ELEMENTS:
THOSE PORTIONS OF THE COMMON PROPERTY AS FOLLOWS:
1.THE AREA IMMEDIATELY IN FRONT OF THE ENTRANCE TO EACH UNIT. THESE AREAS SHALL
BE AN APPURTENCANCE FOR THE EXCLUSIVE USE OF THE ADJOINING UNIT ONLY.
DESCRIPTION OF LIMITED COMMON ELEMENTS:
JUNIPER COMMONS
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO CREATED UNDER IDAHO CODE TITLE 50, CHAPTER 13
BEING A RE-PLAT OF LOT 1 BLOCK 1, LOT 1, BLOCK 2 AND LOT 1, BLOCK 3 OF JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO. 410955
PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN
PRIVATE CROSS ACCESS EASEMENT (CAE)
CA
CA
CA
CA
CA
CA
CA
CA
26
'
26
'
26'
26
'
26
'
26'
26'
25'26'
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
PLAT BOUNDARY
EXISTING UTILITY EASEMENT AS NOTED
P.L.S.S. CORNER AS NOTED
10' PUBLIC UTILITY EASEMENT (P.U.E.) UNLESS
OTHERWISE DIMENSIONED
FOUND 1/2" X 24" IRON ROD WITH NO CAP
FOUND 5/8" x 30" IRON ROD MARKED P.L.S. 5360,
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
PLACED 5/8" X 30" IRON ROD WITH ALUMINUM CAP
MARKED P.L.S. 9369
POINT OF BEGINNINGP.O.B.
FOUND 1/2" IRON ROD MARKED AS NOTED, REPLACED
WITH 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
P.L.S. 9369
CA COMMON AREA
RAILROAD AND HIGHWAY RIGHT-OF-WAY LINER/W
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
DATE:
CAD NAME:
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 JUNIPER COMMONS, 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.
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF JUNIPER COMMONS, 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 RECORDER
BOB CONGER, MANAGER
JUNIPER SANDS 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 OWNER'S 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 JUNIPER COMMONS 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 OWNER'S 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.
OWNER'S DO HEREBY GRANT AND CONVEY TO THE OWNERS OF EACH AND EVERY LOT NOW OR HEREAFTER CREATED IN JUNIPER
COMMONS, INCLUDING BUT NOT LIMITED TO LOT 1-50 BLOCK 1 AND THEIR RESPECTIVE LICENSEES, INVITEES, AGENTS,
SUCCESSORS, AND ASSIGNS THE USE OF A PRIVATE CROSS ACCESS EASEMENT (CAE) AS SHOWN ON SHEET 2 OF THIS PLAT, TO BE
USED FOR PRIVATE PEDESTRIAN ACCESS, VEHICULAR ACCESS, ACCESS TO COMMON AREAS AS SHOWN HEREON AND ACCESS TO
PARKING LOTS.
OWNER'S, 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 BOB CONGER, MANAGER OF JUNIPER SANDS PROPERTIES LLC AND CORNELISON COOK & LEATHAM, 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, TITLE 50, CHAPTER 13 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.
DRINKING WATER SYSTEM
DATE:
HEALTH DEPARTMENT CERTIFICATE
ALL STATUTORY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING 31-3805. THE LOTS ON THIS PLAT WILL NOT RECIEVE ANY IRRIGATION WATER RIGHTS
OR SHARES IN AN IRRIGATION COMPANY, OTHER THAN HAVE BEEN AGREED TO IN WRITING BETWEEN DEVELOPER AND IRRIGATION DISTRICT.
THE IRRIGATION COMPANY HAS NO ISSUES WITH THIS DEVELOPMENT.
_______________________________________
IRRIGATION COMPANY PRESIDENT SIGNATURE
_________________________________
IRRIGATION COMPANY
IRRIGATION CERTIFICATE
H. REESE
A. GARCIA
K. ROLAND
25163
November 12, 2025
X_25163 FINAL PLAT.DWG
OHADIFOETA
T
R E G I S TE
S
RPROFESSIONLA
9369
DE
LAND US
R
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Y
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IS
SHEET 3 OF 3
ZONE X PER COMMUNITY-PANEL NUMBER 16065C0020 D WITH AN EFFECTIVE DATE OF JUNE 3, 1991.
FLOOD PLAIN DESIGNATION
1.EAGLE ROCK ENGINEERING WAS COMMISSIONED TO DESIGN A REPLAT OF JUNIPER SAND SUBDIVISION.
2.THE NORTH BOUNDARY WAS ESTABLISHED BY HOLDING THE NORTH SECTION LINE OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST BOISE MERIDIAN.
3.THE REMAINING BOUNDARY WAS ESTABLISHED BY FOUND MONUMENTS AND USING RECORD INFORMATION IN JUNIPER SANDS SUBDIVISION AND THE RECORD OF
SURVEY BY BRYCE D. JOLLEY PURSUANT TO INSTRUMENT NO. 421592 AND JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO. 410955.
4.FOUND MONUMENTS WERE 1/2 INCH IRON RODS WITH PLASTIC CAP MARKED 5360 & 1027, 1/2 INCH IRON RODS WITH NO CAPS, AND A 5/8 INCH IRON ROD.
5.MONUMENTS SET WERE 1/2 INCH IRON RODS WITH PLASTIC CAPS MARKED 9369, 5/8 INCH IRON RODS WITH PLASTIC CAPS AND ALUMINUM CAP MARKED 9369.
6.ALL LOT ASIDE FROM LOT 2 BLOCK 1 JUNIPER SANDS SUBDIVISION WERE CHANGED DUE TO A CHANGE IN CORNELISON AVENUE AND THE ADDITION OF PIONEER ROAD.
NARRATIVE
JUNIPER COMMONS
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO CREATED UNDER IDAHO CODE TITLE 50, CHAPTER 13
BEING A RE-PLAT OF LOT 1 BLOCK 1, LOT 1, BLOCK 2 AND LOT 1, BLOCK 3 OF JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO. 410955
PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN
BOB CONGER, MANAGER
CORNELISON COOK & LEATHAM, LLC.