HomeMy WebLinkAboutSURVEYOR REVIEW 12.9.25 - 25-00999 - Juniper Commons - Plat (2)Permit 4 : 25-00999
Date: 12/3/25
CITY OF REXBURG
Reviewed for
Code Compliance
d
Madison
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Fire Department
t Reviewed for
Code Compliance
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Reviewed for
Code Compliance
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JUNIPER COMMONS
ASUBDIVIS/ONOFTHEC/TYOFRM11RG, MAD/SONCOMM,,IDAHOCREATEDUNDER/DAHOCODE rMLESO, CHAPTERI3
BE/NSARE-PLATOF APORT/ONOFLOTI BLOCKI, LOT1, BLOCKIANDLOTI, BLOCK30FJUN/PERSANDSSUBDIVIS/ONPURSUANTTO/NSTRUMENTNO° 4109_'
PARTOFTHENORTHWESTQUARTEROFTHENORTHEASTQUARTERSECT/ON39,, TOWNSH/PSNORM,, R4NCE39EAST, BO/SEMER/D/AN
SHEET 1 OF 3
FOUND BRASSCAP
NORTH QUARTER CORNER SECTION 36
TOWNSHIP 6 NORTH, RANGE 39 EAST
8015E MERIDIAN
CPF No. 264356
361.50,
LEGEND
P.O.B. POINT OF BEGINNING
ROADWAY CENTERLINE
SECTION LINE
LOT LINE
PLATBOUNDARY
10' PUBLIC UTILITY EASEMENT (P.U.E.) UNLESS
OTHERWISE DIMENSIONED
EXISTING UTILITY EASEMENT AS NOTED
R/W RAILROAD AND HIGHWAY RIGHT-OF-WAY LINE
0
FOUND BRASS CAP
NORTHEAST CORNER SECTION 36
SECTION LINE - BASIS OF BEARING
TOWNSHIP 6 NORTH, RANGE 39 EAST
BOISE MERIDIAN
(R1)(R2)N89'46'28"E
N89'46'26"E 2639.85'
CPF No. 408707
-- -
- 276.49' -
w 7TH S
293.93' (R1 N89*46'28"E 212.22'
;,r�500'22'02"E 32.00'
- --1707.93'
ry `N
i3--rr-E"1
211.87'S89°46'26"W
-
-
W E70.02'
�-142.55 -
1 3IM
- - - -
7.50'
fEMERGENCY
ACCESS EASEMENT PURSUANT TO
S
rN89*4626"E
589'46'26"W 7S-Da'
INSTRUMENT NO.P.O.B
OF REXBURGp^,SEW RI IFT STATION LOT I
Lq W I I
LCC
w '� r ��v
N
O 26'-�
•.
o
I =
ERSPNOSe�OYE��
= �Y
N
1t 100' 50'
0 100,
Z II39 39.5' 0 N
BLOCK 2 p K
REMAINDEROF I N
FOUND 1/2" X 24" IRON ROD WITH NO CAP 1 1 1-
3F 2 (R1)N89 46'28"E
3102AC
FOUND 5/8" x 30" IRON ROD MARKED P.L.S. 5360, 1 U 1 2.49 AC. N89°4 ' 6941' 40.77'
OR AS NOTED "-I BLOCK 1 3 FOUND 1/2' WITH
� JUNIPER SAND SUBDIVISION \ 79'Sh/ 395o L4 ILLEGIBLE PLASTIC CAP
PLACED 1/2" X 24" IRON ROD WITH YELLOW PLASTIC �i r INSTRUMENT NO.410995 { 1 l3 J AND REPLACED AS NOTED
CAP MARKED P.L.S. 9369
PLACED 5/8" x 30" IRON ROD WITH YELLOW PLASTIC
CAP MARKED P.L.S. 9369
CALCULATED POINT
FOUND 1/2" IRON ROD MARKED AS NOTED, REPLACED
WITH 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED
P.L.S. 9369
PLACED 518" X 30" IRON ROD WITH ALUMINUM CAP
MARKEDP.L.S. 9369
20'
1
P.L.S.S. CORNER AS NOTED
O COMMONAREA
RECORD INFORMATION 00
(Rl) JUNIPER SANDS SUBDIVISION PURSUANT TO INSTRUMENT NO.410995
(R2)RECORD OF SURVEY PURSUANTTO INSTRUMENT NO.421592 N
r,A9`'CNJ�CN Z
r FOUND 1/2" IRON ROD 9V�G�P
J MARKED P.L.S. 826 E{-
I!// (R1)(R2)N89-46'28"E
N89°46'26"E 361.50' NO CAP
1{EINZFPMILY �
30
Ln
00�
�n Ln
r3
N
o�
N N
cco
Z
31 32 33 34 35 �36
N69'08'14"E 79.00'
99
\ i9
39`'a
40 D
LE
j 46
60
\ 7o90184
1,
4&e 6991,
`j
49
7
39 41 43 45 4 / p
CITY OF REXBURG EXISTING UTILITY EASEMENT Q'
INSTRUMENT NO.367338 �4V�
SEE SHEET 2 FOR BUILDING LOT DIMENSIONS
52 SEE NOTE6 Qah
300522 SF
37 38 67.
AC.
BLOCK 1
30 10 30
29 I I I 4 50
00 3
28 6 � / � _ �•,
13 12 11 I I I
27 5
g � a"
14 ��3ss'
10 ` 7 /
16 I I
B000
15 I I G3 G1
D
[D 17 /
21 19
2
0.19 AC.
193.73' _ 2D4.58' _ 3 77' BLOCK 3
FOUND 112"IRON ROD (Rl)(R21
MARKED P.L.S. 1027
HCY Np1ptNG5lUC
FOUND 1/2" IRON ROD NO
CAP REPLACED AS NOTED
e
e e
V
' 1
0.04 AC.
BLOCK 4
ti
O�
BOUNDARY DESCRIPTION
SCALE: 1" =100'
VICINITY MAP
LINE TABLE
CURVE TABLE
SEGMENT
BFARIN6
LENGTH
CURVF
tFNGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
Ll
N7449'39"E
28.13
C1
361.27'
S49.S0'
37'40'09"
N49'07'45"E
354.80'
L2
515`30'21"E
28 44
C2
531.28'
510.00'
59'41'11"
N59'58'42"E
507.58'
L3
S00'13'03"E
4 66'
C3
490.13'
470.50'
59'41'11"
N59'5841"E
468.27'
L4
S00°13'03"E
4,66'
C4
85.02'
160.50'
30'21'08"
514'57'31"W
84.03'
LS
S00'13'03"E
4.65'
C5
105.95'
200.00'
30'21'08"
I S14857'31"W
104.71'
C6
125.87'
239.50'
30'06'39"
S14.50'17"W
124.42'
C7
1D9.95'
159.D0'
39'37'22'
S40-40'11"E
107.77'
C8
137.26'
198.50'
39'37'12"
540'40'11"E
134.54'
C9
164.58'
238.00'
39'37'12"
S40'40'11"E
161.32'
Clo
38.55'
24.50'
90'08'53"
N44'42'00"E
34.69'
C31
182.41'
510.00'
20'29'33"
S10'36'48"E
181.1.
C12
94.23'
470.50'
11'28'29"
N22'33'27"W
94.07'
C13
71.30'
549.50'
1 7'26'04"
N24'34'39"W
71.25'
C14
168.28'
470.50'
1 20-29'33"
N10-36-487W
167.38'
Ca 4 / A PARCEL OF LAND LOCATED IN A PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36,
4P �e O=4 TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN.
OR, y BEING BETTER DESCRIBED AS,
J2 O 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
h SUBDIVISION PURSUANT TO INSTRUMENT NO.410955; (1) THENCE S00°22'02"E 32.00 FEET; (2) THENCE 589°46'26"W 18.00
FEET; (3) THENCE SOD-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°4t:'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
WNpL LANDS
RIGHT-OF-WAY OF CORNELISON AVENUE MEET; THENCE ACROSS CORNELISON AVENUE N69°08'14"E 79.00 FEET TO A POINT
t�55 Gq`�
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
Qeo Qt�G�STEgFo <or
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
9369
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
TF
211.87 FEET TO THE POINT OF BEGINNING, CONTAINING 14.646 ACRES.
�G OF
J.
NOTES
1. LOT 52 BLOCK 1 IN ITS ENTIRETY IS SUBJECT TO A BLANKET EASEMENT FOR ALL UTILITIES. ALL LOTS HAVE AND
ARE SUBJECTTO 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 PURSUANTTO INSTRUMENT NO.
AGLE ROCK
_..e
NGINEERING
,A, CIVIL 0 PLANNING 0 SURVEYING
IDAHO FALLS 1,208) 542-2665 REXBURG (208) 359-2665
OFFICES AT:
SURVEYED BY:
H. REESE
DRAWN BY:
A. GARCIA
1331 Fremont Ave.
Idaho Falls, Idaho 83402
APPROVED BY:
K. ROLAND
PROJECT NO.
25163
DATE:
December 3, 2025
343 E 4th N, Suite 119
Rexburg, Idaho 83440
CAD NAME:
X 25163 FINAL PLAT.DWG
LEGEND JUNIPER COMMONS
P.O.B. POINT OF BEGINNING
ROADWAY CENTERLINE A SUBDIVISION OF THE 0TYOFREXBURG, MAD/SON COUNTY, /DAHO CREAMD UNDER /DAHO CODE T/TLESO, CHAPTERI3
SECTION LINE BRNGARE-PLATOF, APORRONOFLOTIBLOCKI, LOTZ, BL00K2ANDL0TI, BLOCK30FJUN/PERSANDSSVBDIVIS/ONPURSUANTTO/NSTRUMENTNO. 4109SS
LOT LINE PARTOFTHENORTHWESTOL/ARTER OFTHENORTHEASTQUARTERSECT/ON36, TOWNSH/P 6NORTH, R MW39EAST, BO/SEMER/D/AN
PLAT BOUNDARY
10' PUBLIC UTILITY EASEMENT (P.U.E.) UNLESS SHEET 2 OF 3 ,f
OTHERWISE DIMENSIONED DESCRIPTION OF COMMON ELEMENTS: DESCRIPTION OF LIMITED COMMON ELEMENTS_:
EXISTING UTILITY EASEMENT AS NOTED THOSE PORTIONS OF LOT 52, BLOCK 1 AS FOLLOWS: THOSE PORTIONS OF THE COMMON PROPERTY AS FOLLOWS:
R/W RAILROAD AND HIGHWAY RIGHT-OF-WAY LINE 1. ANY PROPERTY WHICH 15 NOT INCLUDED WITH THE BUILDING UNITS. 1. THE AREA IMMEDIATELY IN FRONT OF THE ENTRANCE TO EACH UNIT. THESE AREAS SHA?
2. EASEMENTS THROUGH THE UNITS FOR UTILITY SERVICES TO THE UNITS AND COMMON AREAS. BE AN APPURTENUNCE FOR THE EXCLUSIVE USE OF THE ADJOINING UNIT ONLY.
O FOUND I/2"X24" IRON ROD WITH NO UP 3. N
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 OFAUNIT CONTRIBUTING TO SUPPORT OFA BUILDING. �Q /
O FOUND 5/8" x 30" IRON ROD MARKED P.L.5.53fi0,
OR AS NOTED
l S
� PLACED 1/2" X 24" IRON ROD WITH YELLOW PLASTIC 20' `�S � �8•
UP MARKED P.L.S. 9369 0 91'•
c12Fjs9sa
PLACED 5/8" x 30" IRON ROD WITH YELLOW PLASTIC
•89°59'58"E 336.52' \ /V
UP MARKED P.L.S.PS9369
FOUND 1/2" IRON ROD MARKED AS NOTED, REPLACED LS i m Li8 N9D'00'DO"w LSl N9D'oo'oow L10
\ i8
WITH 5/8" IRON ROD WITH YELLOW PLASTIC P MARKED m .� "_ _ Ng0•ao'oo"W L9 N90'0o'o0"w L8N9o-a0'00•w
_
U
P.L.S. 9369 Bo N90°00'00'W
U\� ` �'//•J
0 PLACED 5/8" X 30" IRON ROD WITH ALUMINUM P $ 40 8 42 8 44 46 $ 48
MARKED P.L.S. 9369 8 g 8
s 8 49 L6 `k,
P.L.S.S. CORNER AS NOTED ,.N N
S CNJ0.Gt` O N N90_00%TWI I �W N90-00'00"W L14_ N90°00'00"W L15 N90-00'00"W L16 N90'00'00'W
6) COMMON AREA EVO N I .J
O
u1
N
N
O
O
Z
pE847-PAMILN LUZ
PRIVATE CROSS ACCESS EASEMENT (CAE)
N89°46'26"
Jb
Od00"W L39 N90-'00'00"W L38 N90'00'00"%A
31 8+ 32 i e 33
._,-_,.- NL Zf i
30
PExe J�Gs'(
CITY OF REXBURG EXISTING UTILITY EASEMENT
INSTRUMENT NO. 367338
U.50'
37
30'
M N89'48'39"W 1 L77
N
3 O J m O
29 L79
IN89°48'39"W ,�
3 L80
_ _
28 N89°47'20"E L32 N89°47'20"E L31 N8947'20"E
v W e
5 N89 48'39"W /V 13 12 11
i 3 /� 8 �
j n 27 569'47'20"W
o S89°47'20"W
e N89'48'39"W a 14 O 1�
3 8
26 26, '^ h
N89 47'20' E
^ L82 'V C\
s N89-48-39"W
3 25 ! . .. L83 •°+ 146g N1
0 1 sarsl'ae°w Sti sd`
N90°00'00"W L50 N90°00'00"1 _� 16
N89-48'39"W N90'00'00"W �'�y
o 8 18
24 22 0 20 ' �1g5e
8 8 4 5
581.5V4WWA N 15
N N
N89'48'39"W N90'00'00"W lb� J'
17
R �
� f
o -
1
m 183.73' G - 204 58'
1 1{CPNOEp1NGSLLC S89°49'17"W 522.08'
8 39 1 tl !
41 ��j
g 45 g 47
g r O tea
L13 H �O`
N Ir
IAR L63 * v
L86 L71 �. / Q\ WE Ty'��
CA `��L19 N89'57'23"W ^'�' / �y 5
LO
ry 38 52 �^ O
$ 9,� .• CA X. �ry� yam.
�'Y- yti' yti
U P h
60' 30' 0 60'
ti (6.6•
N�
. ,_ / ♦ O� SCALE: 1" = 60'
06
.,o ZOs�M1w X
51 3 Ns0?0y2y 2.50' a 39.00' 0 7.32'
o
h 11 � 160?
50 / / Y 9.06' 1762 SF - 13.88'
p0 �zS V z
?g, yryM 4 �+ ss°zps2" / `L°7� 2.50' v Lo 7.32'
,
3 ��� BUILDING LOT DIMENSIONS
G 1. ALL BUILDING LOT BEARINGS ARE SHOWN ON DRAWING.
6 3 ?F / v C 2. A 1/2" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 9369
WILL BE PLACED OFFSET V FROM EACH BUILDING CORNER.
3. ALL OF LOT 52 BLOCK 1 SHALL BE COMMON AREA, AS SHOWN HEREON.
8 �8 °sa F 395,
7 /
10 �9 j
e3� 9
9
s /
O s9f
Akvt
2
/ 0.19 AC.
BLOCK 3
LINE TABLE
LINE TABLE
SEGMENT
BEARING
LENGTH
SEGMENT
BEARING
LENGTH
L58
N89°59'58"E
26.29'
L74
529'31'31"W
178.31'
L59
S08°35'11"W
21.83'
L75
N29'31'31"E
44.92'
L60
S00'12'44"E
122.62'
L76
N89'47'12"E
370.21'
L61
S89'48'38"E
357.95'
L77
S89°47'12"W
329,36'
L62 .
S30°08'06"W
29.43'
L78
500°12'44"E
39.00'
L63
S89'48'38"E
41.46'
L79
N89'47'16"E
307.08'
L64
N29'31'31"E
161.23'
L80
S89-47'16"W
292.10'
L65
S60'28'29"E
4.50'
L81
S00'12'44"E
147.13'
L66
S60°28'29"E
8.53'
L82
N8947'12"E
36.58'
TLL67
N30-13'37"E
121.46'
L83
S89'47'12"W
62.88'
S89°48'38"E
45.88'
L84
N00'12'44"W
264.13'
L69
N29'32'04"E
98.97'
L85
N29'31'31"E
148.84'
L70
N2932'04"E
84.92'
L86
N89°48'38"W
143,23'
L71
N89'48'38"W
51.60'
L87
N00'12'39"W
150.44'
L72
529'31'31"W
59.64'
L88
NOS-35'11"E
19.90,
L73
S60'28'29"E
44.97'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORDLENGTH
C1
361.27'
549.50'
37'40'09"
N49'07'45"E
354.80'
C2
531.28'
510.00'
59°41'11"
N59'58'42"E
507.58'
C3
490.13'
470.50'
59'41'11"
N59'58'41"E
468.27'
C4
85.02'
160.50'
30'21'08"
S14'57'31"W
84.03'
C5
105.95'
200.00'
30°21'08"
S14'57'31"W
104.71'
C6
125.87'
239.50'
30'06'39"
S14'50'17"W
124.42'
C7
109.95'
159.00'
39-37'12"
j 540-40'11"E
107.77'
C8
137.26'
198.50'
39'37'12"
S40'40'11"E
134.54'
C9
164.58'
238.00'
39-37'12"
540'40'11"E
161.32'
C10
38.55'
24.50'
90'08'53"
N4442'00"E
34.69'
Cll
182.41'
510.00'
20'29'33"
S10'36'48"E
181.44'
C12
94.23
470.50'
11'28'29"
N22'33'27"W
94.07'
C13
71.30'
549.50'
7'26'04"
N24'34'39"W
71.25'
C14
168.28,
470.50'
2.0-29-33" 1
N10'36'48"W
167.38'
LINE TABLE
SEGMENT
BEARING
LENGTH
Ll
N74"49'39"E
28.13'
L2
S15'10'21"E
28.44'
L3
S00°13'03"E
4.66'
L4
S00°13'03"E
4.66'
LS
S00'13'03"E
4.65'
L6
577°41'09"W
42.75'
L7
547"47'29"E
22.65'
L8
S89'23'02"E
29.09'
L9
S89'48'30"E
19.24'
L10
589°32'25"E
28.78'
1-11
589'22'04"E
16.79'
L12
S00'51'10"E
14.03'
L13
N90'00'00"E
16.58'
L14
N90'00'00"E
28.78'
L15
S86'39'26"E
19.27'
L16
N90'00'00"E
29.09'
L17
S00'00'00"E
14.36'
L38
N76'44'40"E
22.32'
L19
N89'00'18"E
12.97'
L20
548'39'52"E
82.03,
L21
N29'39'08"E
19.24'
L22
N29'39'08"E
26.27'
L23
NOG°08'01"E
17.85'
L24
N43'47'56"E
28.41'
L25
S60'20'52"E
13.75'
L26
S60'20'52"E
13.75'
L27
560'20'52"E
13.75'
L28
S47"24'57"E
14.36'
-1,Z
1LRQ;K;�
OFFICES AT:
1331 Fremont Ave.
Idaho Falls, Idaho 83402
343 E 4th N, Suite 119
Rexburg, Idaho 83440
LINE TABLE
SEGMENT
BEARING
LENGTH
L29
S44'24'59"E
14.36'
L30
S41'58'16"E
89.56'
L31
N89.47'20"E
18.79'
L32
N89'47'20"E
28.64'
L35
N89'05'50"E
14.36'
L36
N88°11'41"E
14.36'
L37
N90'00'00"E
14.36'
L38
N9O'00'00"E
14.38'
L39
S85'26'37"E
20.37'
L40
S47'18'34"E
31.62'
L41
S00'26'31"E
12.07'
L42
S00"39'21"E
12.12'
L43
SOO'39'21"E
12.12'
L44
SOO'44'57"E
10,61'
L45
S00'44'57"E
10.61'
L46
500'44'57"E
10.61'
L47
S00'44'57"E
10.61'
L48
S00.44'57"E
10.61'
L49
S76°45'53"E
29.84'
L50
N90-00'00"E
19.24'
L51
N77'12'33"E
28.42'
L52
N68'25'26"E
13,80'
L53
S25'35'02"E
13.75'
L54
508'45'26"E
12.65'
L55
515'27'27"W
14.89'
L56
S15'27'27"W
14.89'
L57 I
N89'S9'58"E
43.38'
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AGLE ROCK
NGINEERING
CIVIL o PLANNING o SURVEYING
IDAHO FALLS L208) 542-2665 REXBURG (208) 359-2665
SURVEYED BY: H.REESE
DRAWN BY:
A. GARCIA
APPROVED BY:
K. ROLAND
PROJECT NO.
25163
DATE:
December 3, 2025
CAD NAME:
X 25163 FINAL PLAT.DWG
JUNIPER COMMONS
A SUBDIVISION OFTHEC/TYOFREXBURG, MAD/SON COUNTY, /DAHO CREATED UNDER /DAHO CODE T/TLESO,, CHAPTER 13
BE/NGARE-PLATOF,APORRONOFLOTI SLOCKI, LOTI, BLOCKIANDLOTI, BLOCK30F1UN/PERS4NDSSUBDIVIS/ONPURSUANT70/NSTRUMENTNO. 41ORSS
PARTOFTHENORTHWESTQUARTER OF THENORTHEASTQUARTERSECT/ON36, TOWNSHIP 6NORTH, RANGE39EAST, BO/SEMER/D/AN
SHEET 3 OF 3
OWNERS 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_
BOB CONGER, MANAGER
JUNIPER SANDS PROPERTIES, LLC.
ACKNOWLEDGMENT
STATE OF IDAHO
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:
DRINKING WATER SYSTEM
PER IDAHO CODE § 50-1334, THIS SUBDIVISION WILL BE SERVED BY THE CITY OF REXBURG CITY MUNICIPAL WATER SUPPLY DISTRIBUTION SYSTEM.
CITY'S ACCEPTANCE
THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED
THIS_ DAY OF 20_.
MAYOR
CITY ENGINEER
TREASURER'S CERTIFICATE
CITY CLERK
PLANNING AND ZONING
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
RECORDER'S CERTIFICATE
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_ ATM AND RECORDED UNDER INSTRUMENT NUMBER,
MADISON COUNTY RECORDER
IRRIGATION 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
FLOOD PLAIN DESIGNATION
ZONE X PER COMMUNITY -PANEL NUMBER 16065CO020 D WITH AN EFFECTIVE DATE OF JUNE 3, 1991.
HEALTH DEPARTMENT CERTIFICATE
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
EXAMINING SURVEYOR'S CERTIFICATE
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.
DATE:
PROFESSIONAL LAND SURVEYOR CERT. NO.
NARRATIVE
1. EAGLE ROCK ENGINEERING WAS COMMISSIONED TO DESIGN A REPLAT OF JUNIPER SAND SUBDIVISION
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
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
LOT LINES OF LOT 1 BLOCK 2 JUNIPER SAND SUBDIVISION WERE CHANGED FROM RECORD DISTANCES TO ENSURE THAT THE BOUNDARY WOULD CLOSE.
FOUND MONUMENTS WERE 1/2 INCH IRON RODS WITH PLASTIC CAP MARKED 1027, 1/2 INCH IRON RODS WITH NO CAPS, AND A 5/81NCH IRON ROD.
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.
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.
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.
SURVEYOR'S CERTIFICATION
I, KURTISJ. 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.
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OFFICES AT:
ACxLE ROCK
NGINEERING
CIVIL 0 PLANNING o SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (20F,) 359-2665
SURVEYED BY:
DRAWN BY:
1331 Fremont Ave. APPROVED BY:
Idaho Falls, Idaho 83402
PROJECT N0.
343 E 4th N, Suite 119 1 DATE:
Rexburg, Idaho 83440 CAD NAME:
H. REESE
A. GARCIA
K. ROLAND
25163
December 3, 2025
3 FINAL PLAT.DWG