HomeMy WebLinkAboutPLAT READY TO RECORD - 25-00999 - Juniper Commons - Plat (1)N89°46'26"E 2639.85'
361.50'
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39.50'39.50'
293.93'276.49'
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(R1)N89°46'28"E 212.22'
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(R1)N89°46'28"E
N89°46'26"E 361.50'
26'
S89°49'17"W 522.08'
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39.50'39.50'39.50'
39.50'
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N69°08'14"E 79.00'
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JUNIPER SAND SUBDIVISION
INSTRUMENT NO. 410995
S00°22'02"E 32.00'
S89°46'26"W 18.00'
39
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0
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40
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'
N89°46'26"E 193.41'
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'
38.55'
182.41'
94.23'
71.30'
168.28'
RADIUS
549.50'
510.00'
470.50'
160.50'
200.00'
239.50'
159.00'
198.50'
238.00'
24.50'
510.00'
470.50'
549.50'
470.50'
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"
90°08'53"
20°29'33"
11°28'29"
7°26'04"
20°29'33"
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
N44°42'00"E
S10°36'48"E
N22°33'27"W
N24°34'39"W
N10°36'48"W
CHORD LENGTH
354.80'
507.58'
468.27'
84.03'
104.71'
124.42'
107.77'
134.54'
161.32'
34.69'
181.44'
94.07'
71.25'
167.38'
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 LOCATED IN A PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,
TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN.
BEING BETTER DESCRIBED AS,
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 36; RUNNING THENCE ALONG THE NORTH SECTION LINE OF
SAID SECTION 36 S89°46'28”W 1707.93 FEET; THE NEXT THREE (3) CALLS BEING ALONG THE BOUNDARY OF JUNIPER SANDS
SUBDIVISION PURSUANT TO INSTRUMENT NO. 410955; (1) THENCE S00°22'02”E 32.00 FEET; (2) THENCE S89°46'26”W 18.00
FEET; (3) THENCE S00°22'02”E 7.50 FEET TO THE POINT OF BEGINNING SAID POINT BEING THE NORTHEAST CORNER OF LOT
2 BLOCK 2 JUNIPER COMMONS SAID POINT ALSO BEING ALONG THE SOUTH RIGHT-OF-WAY OF WEST 7TH SOUTH; THE NEXT
SEVEN (7) CALLS CONTINUING ALONG THE BOUNDARY OF JUNIPER SAND SUBDIVISION; (1) RUNNING THENCE S00°22'02”E
284.50 FEET; (2) THENCE N89°46'26”E 193.41 FEET TO THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD; (3) THENCE
ALONG SAID RIGHT-OF-WAY S30°08'06”W 1153.06 FEET; (4) THENCE S89°49'17”W 522.08 FEET; (5) THENCE N00°22'00”W
545.50 FEET; (6) THENCE N89°46'26”E 361.50 FEET; (7) THENCE N00°22'00”W 204.38 FEET; THE NEXT THREE (3) CALLS BEING
ALONG THE BOUNDARY DESCRIBED IN THE SPECIAL WARRANTY DEED PURSUANT TO INSTRUMENT NO. 440629; (1) THENCE
N89°59'58”E 336.52 FEET TO A POINT ON A CURVE WITH A RADIUS OF 470.50 FEET AND A CHORD BEARING N22°33'27”W
94.07 FEET SAID POINT BEING ON THE OLD RIGHT-OF-WAY OF CORNELISON AVENUE; (2) THENCE LEFT ALONG SAID CURVE
94.07 FEET WITH A CENTRAL ANGLE OF 11°28'29” TO A POINT OF REVERSE CURVE WITH A RADIUS OF 549.50 FEET AND A
CHORD BEARING N24°34'39”W 71.25 FEET SAID CURVE ALSO BEING ALONG SAID OLD RIGHT-OF-WAY; (3) THENCE RIGHT
ALONG SAID REVERSE CURVE 71.30 FEET WITH A CENTRAL ANGLE OF 7°26'04” TO A POINT WHERE THE OLD AND NEW
RIGHT-OF-WAY OF CORNELISON AVENUE MEET; THENCE ACROSS CORNELISON AVENUE N69°08'14”E 79.00 FEET TO A POINT
ON A CURVE WITH A RADIUS OF 470.50 FEET WITH A CHORD BEARING N10°36'48”W 167.38 FEET; THE NEXT FOUR (4) CALLS
BEING ALONG LOT 2 BLOCK 2 OF JUNIPER COMMONS; (1) THENCE RIGHT ALONG SAID CURVE 168.28 FEET WITH A CENTRAL
ANGLE OF 20°29'33”; (2) THENCE N00°22'02”W 161.47 FEET TO A POINT OF CURVE WITH A RADIUS OF 24.50 FEET AND A
CHORD BEARING N44°42'00”E 34.69 FEET; (3) THENCE RIGHT ALONG SAID CURVE 38.55 FEET WITH A CENTRAL ANGLE OF
90°08'53” TO THE SOUTH RIGHT-OF-WAY OF WEST 7TH SOUTH; (4) THENCE ALONG SAID RIGHT-OF-WAY N89°46'26”E
211.87 FEET TO THE POINT OF BEGINNING, CONTAINING 14.646 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
December 10, 2025
X_25163 FINAL PLAT.DWG
VICINITY MAP
PRO
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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 52 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
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO CREATED UNDER IDAHO CODE TITLE 50, CHAPTER 13
BEING A RE-PLAT OF, A PORTION 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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RAILROAD AND HIGHWAY RIGHT-OF-WAY LINER/W
SEE NOTE 6
OHADIFOETA
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9369
DE
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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
CITY OF REXBURG
SEWER LIFT STATION LOT
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
CALCULATED POINT
P.O.B.
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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
39
.
5
0
'
L7
6
C16
L85
L8
6
L78
L8
7
L88
L8
9
L9
0
L60
L6
1
L6
2
L63
L6
4
L7
2
L73
L7
4
L7
1
L66
L6
9
L7
0
C15
L7
7
L79
L8
0
L81
L8
3
L84
L82
L59
L65
L6
7
L6
8
L7
5
S0
0
°
1
2
'
4
0
"
E
S0
0
°
1
2
'
4
0
"
E
20'
30'10'
39.
5
'
39.
5
'
N89°46'26"E 361.50'
S89°49'17"W 522.08'
10
9
.
7
8
'
C12
N89°47'20"E
N89°47'20"E
S89°47'20"W
L
3
0
L
5
8
L
3
5
L3
4
L9
1
L9
2
CURVE TABLE
CURVE
C15
C16
LENGTH
307.42'
338.83'
RADIUS
308.42'
334.42'
DELTA
57°06'40"
58°03'10"
CHORD BEARING
N59°51'17"E
S59°26'19"W
CHORD LENGTH
294.85'
324.53'
LINE TABLE
SEGMENT
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
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
BEARING
S77°41'09"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
S44°24'59"E
S42°53'26"E
S41°58'16"E
N89°47'20"E
N89°47'20"E
N00°12'36"W
S07°11'11"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
LENGTH
42.75'
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'
14.36'
39.58'
89.56'
18.79'
28.64'
12.97'
22.84'
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'
LINE TABLE
SEGMENT
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
BEARING
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
S08°53'37"E
N89°59'58"E
N89°59'58"E
S08°35'11"W
S00°12'44"E
S89°48'38"E
S30°08'06"W
S89°48'38"E
S89°48'30"E
N29°31'31"E
S60°28'29"E
S60°28'29"E
N29°31'31"E
N29°31'31"E
N29°31'31"E
N89°48'38"W
S29°31'31"W
S60°28'29"E
S29°31'31"W
N29°31'31"E
N89°47'16"E
S89°47'16"W
S00°12'44"E
N89°47'16"E
S89°47'16"W
S00°12'44"E
N89°47'16"E
S89°47'16"W
N00°12'44"W
N29°31'31"E
N89°48'38"W
N00°12'39"W
N08°35'11"E
N26°00'07"E
S28°31'16"W
LENGTH
29.84'
19.24'
28.42'
13.80'
13.75'
12.65'
14.89'
14.89'
16.74'
43.38'
26.29'
21.83'
122.62'
357.95'
30.01'
41.46'
44.18'
161.23'
134.50'
38.51'
120.61'
98.97'
84.92'
51.60'
59.64'
44.98'
178.31'
44.92'
370.21'
329.36'
39.00'
307.08'
292.10'
147.13'
36.58'
62.88'
264.13'
148.85'
143.23'
150.44'
19.90'
26.24'
32.20'
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
December 10, 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 52 BLOCK 1 SHALL BE COMMON AREA, AS SHOWN HEREON.
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 52, 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:
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
JUNIPER COMMONS
SHEET 2 OF 3
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO CREATED UNDER IDAHO CODE TITLE 50, CHAPTER 13
BEING A RE-PLAT OF, A PORTION 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
52
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 I THE UNDERSIGNED AM THE OWNER 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 DOES 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 3-52 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, AND ITS 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., 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
December 10, 2025
X_25163 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
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 RECORD INFORMATION FROM JUNIPER SAND SUBDIVISION AND FOUND MONUMENTS ALONG 7TH
SOUTH ALONG THE BOUNDARY OF LOT 2 BLOCK 1 OF SAID PLAT
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.LOT LINES OF LOT 1 BLOCK 2 JUNIPER SAND SUBDIVISION WERE CHANGED FROM RECORD DISTANCES TO ENSURE THAT THE BOUNDARY WOULD CLOSE.
5.FOUND MONUMENTS WERE 1/2 INCH IRON RODS WITH PLASTIC CAP MARKED 1027, 1/2 INCH IRON RODS WITH NO CAPS, AND A 5/8 INCH IRON ROD.
6.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.
7.THE REMAINDER OF LOT 1 BLOCK 2 JUNIPER SANDS SUBDIVISION WAS HELD TO THE BOUNDARY ESTABLISHED IN SPECIAL WARRANTY DEED PURSUANT TO
INSTRUMENT NO 440629.
8.ALL LOT ASIDE FROM LOT 1 & 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
SHEET 3 OF 3
A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO CREATED UNDER IDAHO CODE TITLE 50, CHAPTER 13
BEING A RE-PLAT OF, A PORTION 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