HomeMy WebLinkAboutPLAT - 2 - 7.29.26 - 26-00537 - Tamana Fields - Plat-Reviewed-Approved (1)Author Name Author Email Author Phone No.:
Keith Davidson keith.davidson@rexburg.org 208-372-2320
Cole Hibbard cole.hibbard@rexburg.org 208-372-2154
Alan Parkinson alan.parkinson@rexburg.org 208-372-2165
Description :
Address :
Record Type : Plat
Document Filename : PLAT - 2 - 7.29.26 - 26-00537 - Tamana Fields - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 26-00537
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
1 Stamp Cole Hibbard : GIS Open 1 Approved - GIS Dept
1 Stamp Alan Parkinson : P&Z Open 1 Plan Received
1 Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning
1 Stamp Keith Davidson : PW Open 1 Approved - Public Works
Plat
Approval of plans does not constitute approval of variance from code
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S 89°51'42" W 2172.69'
N
0
0
°
0
8
'
0
5
"
W
5
4
8
.
2
4
'
L4
N 89°49'23" E 902.31'
L1
L2
L3
N 67°5
4
'
5
2
"
E
4
2
7
.
2
8
'
N 90°00'00" E 328.50'
S 89°53'27" W 701.66'
N
0
0
°
0
0
'
0
0
"
E
4
6
4
.
6
9
'
N 90°00'00" E 328.50'
N
0
0
°
0
0
'
0
0
"
E
9
6
7
.
7
7
'
23
2
.
3
1
'
17
5
.
0
0
'
251.82'650.49'
20
9
.
6
5
'
17
5
.
0
0
'
21
3
.
0
2
'
66
9
.
8
6
'
48
0
.
9
0
'
496.00'774.10'39.50'39.50'616.67'
N 89°58'12" W
167.50'
17.50'
L5
C1 C2
C3
50.20'
66.36'
60.28'
1 5 5 .8 4 '
C4
C5
L7
L6
L1
5
L1
0
L8
L9
L1
1
L1
2
L
1
3
L14
19
1
.
1
5
'
36.94'
N
0
0
°
0
0
'
0
0
"
E
4
2
4
.
8
1
'
S 6
4
°
5
1
'
0
6
"
E
27
9
.
5
4
'
C6
N 89°49'23" E 902.31'C7
N 67°1
1
'
4
3
"
E
3
9
8
.
2
0
'
C8 N 89°49'23" E
183.82'
254.58'647.73'
N
0
0
°
0
0
'
0
0
"
E
3
4
8
.
6
5
'
N
0
0
°
0
0
'
0
0
"
E
3
4
0
.
2
4
'
1 9 9 .1 0 '
116 .8 4 '
S
0
0
°
2
0
'
3
4
"
E
2
6
1
4
.
7
8
'
N 89°48'55" E 2634.81'
N
0
0
°
2
0
'
3
4
"
W
1
3
0
7
.
8
6
'
206.91'
N
5
9
°
4
9
'
1
2
"
W
2
7
6
.
1
3
'
N
5
9
°
4
9
'
1
2
"
W
2
8
3
.
4
5
'
833.26'
710.20'
38
9
.
7
8
'
17
6
.
6
2
'
30
7
.
1
9
'
64.43'
667.51'
CURVE TABLE
#
C1
C2
C3
C4
C5
C6
C7
C8
RADIUS
670.00'
870.00'
500.00'
25.00'
25.00'
600.00'
800.00'
800.00'
Δ
025°19'31"
021°54'31"
021°54'31"
093°28'58"
078°10'39"
025°19'31"
022°37'40"
022°37'40"
ARC
LENGTH
296.15'
332.67'
191.19'
40.79'
34.11'
265.21'
315.94'
315.94'
TANGENT
150.53'
168.39'
96.78'
26.57'
20.31'
134.80'
160.06'
160.06'
CHORD
BEARING
S 77°30'51" E
N 78°52'08" E
N 78°52'08" E
N 46°44'29" W
S 39°05'19" W
S 77°30'51" E
N 78°30'33" E
N 78°30'33" E
CHORD
DISTANCE
293.74'
330.65'
190.03'
36.41'
31.53'
263.05'
313.89'
313.89'
LINE TABLE
#
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
BEARING
N 23°49'35" E
N 29°36'42" E
N 59°56'59" W
N 29°36'42" E
S 64°51'06" E
N 89°49'23" E
S 27°28'12" W
S 27°09'39" W
S 18°58'26" W
S 18°49'12" W
S 29°59'25" W
S 00°00'30" W
S 26°22'21" E
S 00°00'30" W
S 16°24'12" W
DISTANCE
84.63'
149.75'
19.00'
222.10'
12.19'
165.67'
314.67'
11.24'
9.79'
228.09'
142.60'
63.11'
160.22'
56.69'
258.31'
REVISIONS
1.
2.
PROJECT NO: 18385
DRAWING: P:\My Nojo\18385- Tamana Fields\SURVEY\CAD\Tamana Fields
_Survey Base.dwg
SCALE: 1 INCH = 200 FEET
SURVEYED BY: MSB, RTS, JRR
OFFICE WORK BY: MSB, RTS, MLM
DATE:
SHEET 1 OF 2
BASIS OF BEARING
THE MERIDIONAL CENTERLINE OF SECTION 36
WAS ASSUMED TO BE S 00°20'34" E BETWEEN
THE CENTER 1/4 CORNER AND THE SOUTH 1/4
CORNER PER THE CENTRAL MERIDIAN OF IDAHO
STATE PLANE EAST ZONE COORDINATE SYSTEM.
GRAPHIC SCALE
( IN FEET )
0200 200100
1 inch = 200'
VICINITY MAPTAMANA FIELDS
LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH,
RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO
LOCATION
PROJECT
MIKAN DR
TAMANA FIELDS
LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH,
RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO
COUNTY RECORDER'S CERTIFICATE
May 28, 2026
ENGINEERING
S Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
UNIVERSITY BLVD
MY NOJO LLC
DEED INST. NO. 391422
FUJIMOTO ATSU
DEED INST. NO. 256276
FUJIMOTO SHIRO
DEED INST. NO. 168675
MY NOJO LLC
DEED INST. NO. 391422
GUY A. ERIKSON
DEED INST. NO. 125632
RICKS PETE INC
DEED INST. NO. 420534
SKYFALL PROPERTIES LLC
DEED INST. NO. 438213
MEURS SUBDIVISION
INST. NO. 353270
BLOCK 1
LOT 1LOT 2
LOT 3
LOT 2
LOT 3
TAMANA FIELDS
SOUTH PHASE 1
INST. NO. 391422
LOT 2
LOT 3
LOT 1
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
BLOCK 1 BLOCK 1
LOT 9
BLOCK 1
S
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
UNIVE
R
S
I
T
Y
B
L
V
D
M
I
K
A
N
D
R
I
V
E
T
A
M
A
N
A
D
R
I
V
E
BLOCK 1
LOT 1
21.22 ACRES
924596 SF
BLOCK 2
1
10.00 ACRES
435601 SF
2
6.80 ACRES
296209 SF2
1.75 ACRES
76380 SF
3
1.32 ACRES
57502 SF
4
5.40 ACRES
235225 SF
35.00' WIDE
ACCESS & UTILITY
EASEMENT
35.00' WIDE ACCESS
& UTILITY EASEMENT15.00'WIDE PUBLIC
ACCESS & UTILITY
EASEMENT
15.00'WIDE PUBLIC
ACCESS & UTILITY
EASEMENT
40.00' WIDE
EASEMENT FOR
SOUTH BRANCH
REXBURG CANAL
CENTER 1/4 CORNER OF
SECTION 36, FOUND BRASS
CAP MONUMENT AS
DESCRIBED IN CP&F INST.
NOS. 268777 & 511210
1
36
SOUTH 1/4 CORNER OF
SECTION 36, FOUND
BRASS CAP MONUMENT
AS DESCRIBED IN CP&F
INST. NO. 268013
31
36
EAST 1/4 CORNER OF
SECTION 36, FOUND
BRASS CAP MONUMENT
AS DESCRIBED IN CP&F
INST. NOS. 264362 & 449224
1.THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PARCEL OF LAND BY CREATING
THE LOTS, BLOCKS AND STREETS SHOWN FOR FUTURE DEVELOPMENT.
2.THE NORTHERLY BOUNDARY WAS DETERMINED TO FOLLOW ALONG THE SOUTH
RIGHT-OF-WAY OF UNIVERSITY BLVD PER SOUTH REXBURG ARTERIAL PROJECT
NO. STP-7866(101). THE EASTERLY BOUNDARY WAS DETERMINED TO FOLLOW
ALONG THE CENTERLINE OF THE SOUTH BRANCH REXBURG CANAL PER LEGAL
DESCRIPTION IN THE TITLE REPORT PROVIDED BY OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY. THE SOUTHERLY BOUNDARY WAS DETERMINED TO
FOLLOW ALONG THE SOUTH 1/16 LINE OF SECTION 36. THE WESTERLY BOUNDARY
WAS DETERMINED TO FOLLOW ALONG THE EASTERLY BOUNDARIES OF MEURS
SUBDIVISION (INST. NO. 353270) AND TAMANA FIELDS SOUTH PHASE 1 (INST. NO.
391422).
SURVEYOR'S NARRATIVE
79'
BA
S
I
S
O
F
B
E
A
R
I
N
G
S
CENTER 1/4 CORNER AS NOTED
1/4 CORNER AS NOTED
1/16 CORNER AS NOTED
FOUND 5/8" REBAR WITH 2" ALUMINUM CAP
STAMPED "PLS 13933" OR AS NOTED
FOUND 5/8" REBAR WITH 3" ALUMINUM CAP
STAMPED "LS 4563"
FOUND 1/2" REBAR WITH PLASTIC CAP
STAMPED "13856" OR AS NOTED
SET 5/8" BY 24" REBAR WITH ALUMINUM CAP
STAMPED "LS 13023"
SET 5/8" BY 24" REBAR WITH ALUMINUM CAP
STAMPED "LS 13023 WC" AS WITNESS CORNER
SET 1/2" BY 24" REBAR WITH PLASTIC CAP
STAMPED "LS 13023"
SUBDIVISION LOT/BLOCK NUMBER
EXISTING SUBDIVISION LOT/BLOCK NO.
SUBDIVISION BOUNDARY LINE
SUBDIVISION LOT LINE
STREET CENTERLINE
SECTION LINE
ADJACENT PROPERTY LINE
NEW EASEMENT SIDELINE
EXISTING EASEMENT SIDELINE
RECORD INFORMATION PER MEURS
SUBDIVISION (INST. NO. 353270)
RECORD INFORMATION PER TAMANA FIELDS
SOUTH PHASE 1 (INST. NO. 391422)
RECORD INFORMATION PER TAMANA FIELDS -
NORTH (INST. NO. 376747)
RECORD INFORMATION PER CITY OF REXBURG
SECTION CONTROL SURVEY (INST. NO. 422112)
RECORD INFORMATION PER BARGAIN AND
SALE DEED (INST. NO. 329956)
LEGEND
( P1 )
( P2 )
BLOCK 1
LOT 1 / BLOCK 1
1
1
36
NO C
A
P
ILLE
G
I
B
L
E
NO C
A
P
NO C
A
P
( P3 )
TAMANA FIELDS - NORTH
INST. NO. 376747
(
P
1
-
S
0
0
°
0
5
'
0
5
"
E
4
8
3
.
8
1
'
)
(
P
1
-
S
0
0
°
2
0
'
3
8
"
E
)
(
P
2
-
P
3
-
S
0
0
°
2
0
'
3
4
"
E
2
6
1
4
.
7
8
'
)
(
P
1
-
1
7
6
.
6
2
'
)
(
P
1
-
3
0
7
.
1
9
'
)
(P2 - 64.43')
(RECORD INFORMATION)
(P2 - S 23°49'35" W 84.62')
(P2 - S 29°36'42" W 149.75')
(P2 - S 59°56'59" E 19.00')
(P2 - S 29°36'42" W 221.77')
(P3
-
S
6
4
°
5
1
'
3
4
"
E
)
(P3
-
2
7
9
.
5
4
'
)
(P3 - N 89°48'55" E)
(P3 - 254.58')
(P3 - N
6
6
°
2
8
'
1
3
"
E
4
0
3
.
1
9
'
)
(600.00')(P3)(265.20')
(795.00')(P3)(307.61')
LS 1
0
8
9
7
NO C
A
P
NO C
A
P
BEN
T
NO C
A
P
1
36
SOUTHEAST CORNER
OF SECTION 36, FOUND
ALUMINUM CAP AS
DESCRIBED IN CP&F
INST. NO. 185094
N 89°53'16" E 2631.75'
S
0
0
°
1
6
'
3
2
"
E
2
6
1
8
.
1
1
'
( S1 )
(S1 - N 89°53'16" E 2631.75')
(S1 - N 89°48'55" E 2634.81')
(
S
1
-
N
0
0
°
1
6
'
3
2
"
W
2
6
1
8
.
1
1
'
)
(
S
1
-
N
0
0
°
2
0
'
3
4
"
W
2
6
1
4
.
7
8
'
)
(P3 - S 89°48'55" W)
13
0
9
.
0
5
'
13
0
9
.
0
6
'
70.00'
SOUTH 1/16 CORNER ON
THE EAST LINE OF
SECTION 36. SET 5/8" X 24"
REBAR WITH ALUMINUM
CAP STAMPED "LS 13023"
CENTER-SOUTH
1/16 CORNER OF
SECTION 36.
FOUND 5/8" REBAR
WITH NO CAP.
(670.00')(D1)(296.15')
(870.00')(332.67')
( D1 )
(500.00')(191.19')
(D1)
(D1)(21°54'31")(190.03')(S 78°51'40" W)
(21°54'31")(330.64')(S 78°51'40" W)
(25°19'31")(293.74')(N 77°31'19" W)
(D1 - S 89°48'55" W 902.13')
(D1 - S
6
7
°
5
4
'
2
4
"
W
4
2
7
.
2
8
'
)
(D1 - S 89°48'55" W)
(D1 - S 89°48'55" W)
15.00'WIDE
IRRIGATION
EASEMENT
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE LAND DESCRIBED
IN THE BOUNDARY DESCRIPTION, HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO BLOCKS, LOTS AND
STREETS AND DO HEREBY WARRANT AND SAVE THE CITY OF REXBURG AND THE COUNTY OF MADISON
HARMLESS FROM ANY EXISTING EASEMENTS OR ENCUMBRANCES. IT IS THE INTENTION OF WE, THE
OWNERS, TO INCLUDE ALL OF THE LAND DESCRIBED IN THE BOUNDARY DESCRIPTION IN THIS PLAT.
THE LOCATION AND THE DIMENSIONS OF THE BLOCKS, LOTS AND STREETS ARE TO BE AS SHOWN ON
THE ACCOMPANYING MAP OF THE PROPERTY. THE STREETS ARE HEREBY DEDICATED TO THE PUBLIC.
THE EASEMENTS SHOWN ARE GRANTED TO THE PUBLIC FOR PUBLIC UTILITIES, ROADWAY SLOPES,
DRAINAGE OR FOR ANY OTHER USE DESIGNATED ON THE PLAT, AND NO STRUCTURES OTHER THAN
THOSE FOR SUCH UTILITY PURPOSES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS.
IN WITNESS WHEREOF, WE, THE OWNERS, DO HEREUNTO SET OUR HANDS.
____________________________________ ____________________________________
SHIRO FUJIMOTO (MANAGER) ATSU FUJIMOTO (MANAGER)
MY NOJO, LLC MY NOJO, LLC
COUNTY TREASURER'S CERTIFICATE
COUNTY REVIEWING SURVEYOR'S CERTIFICATE
CULINARY WATER
I, __________________, A LICENSED LAND SURVEYOR IN AND FOR MADISON COUNTY, IDAHO, DO
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND COMPUTATIONS SHOWN HEREON, AND
HAVE DETERMINED THAT THE REQUIREMENT OF IDAHO CODE 50-1305 HAVE BEEN MET, AND I
APPROVE THE SAME FOR FILING THIS____________DAY OF____________, 20____.
__________________________________________
NAME PLS. NO.
COUNTY REVIEWING SURVEYOR
PURSUANT TO 50-1308, IDAHO CODE. I DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY
TAXES DUE ON THE PROPERTY BEING SUBDIVIDED, BOTH DELINQUENT AND CURRENT,
HAVE BEEN PAID IN FULL.
THROUGH _______________________
_____________________________________ _________
MADISON COUNTY TREASURER DATE
THIS SUBDIVISION IS ELIGIBLE TO RECEIVE WATER FROM THE EXISTING
CITY OF REXBURG MUNICIPAL WATER SYSTEM.
IRRIGATION CERTIFICATE
ALL SANITARY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING 31-3805. THE LOTS ON
THIS PLAT SHALL NOT RECEIVE ANY IRRIGATION WATER RIGHTS OR SHARES IN AN 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 IRRIGATION COMPANY
ACKNOWLEDGMENT
BOUNDARY DESCRIPTION
A PARCEL OF LAND LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH,
RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 36, BEING MARKED BY A BRASS
CAP MONUMENT AS DESCRIBED IN CORNER PERPETUATION & FILING INST. NO. 268013;
THENCE NORTH 00°20'34" WEST, ALONG THE MERIDIONAL CENTERLINE OF SECTION 36, A
DISTANCE OF 1307.86 FEET BEING THE POINT OF BEGINNING;
THENCE SOUTH 89°51'42" WEST, LEAVING SAID MERIDIONAL CENTERLINE OF SECTION 36, A
DISTANCE OF 206.91 FEET TO THE SOUTHEAST CORNER OF LOT 3 OF MEURS SUBDIVISION
(INST. NO. 353270);
THENCE FOLLOWING ALONG THE EASTERLY BOUNDARY LINES OF SAID MEURS
SUBDIVISION AND TAMANA FIELDS SOUTH PHASE 1 (INST. NOS. 353270 & 391422) FOR THE
FOLLOWING FIVE (5) COURSES:
1.NORTH 00°08'04" WEST A DISTANCE OF 548.25 FEET;
2.NORTH 23°49'35" EAST A DISTANCE OF 84.63 FEET;
3.NORTH 29°36'42" EAST A DISTANCE OF 149.75 FEET;
4.NORTH 59°56'59" WEST A DISTANCE OF 19.00 FEET;
5.NORTH 29°36'42" EAST A DISTANCE OF 222.10 FEET TO A POINT ON THE SOUTHERLY
RIGHT-OF-WAY LINE OF UNIVERSITY BOULEVARD;
THENCE FOLLOWING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF UNIVERSITY
BOULEVARD FOR THE FOLLOWING SEVEN (7) COURSES:
1.SOUTH 64°51'06" EAST A DISTANCE OF 12.19 FEET TO A POINT OF CURVATURE ON A
669.69 FOOT-RADIUS CURVE WHOSE CENTER BEARS NORTH 25°09'16" EAST;
2.FOLLOWING ALONG SAID CURVE COUNTER-CLOCKWISE FOR AN ARC LENGTH OF
296.15 FEET THROUGH A CENTRAL ANGLE OF 25°20'14" (THE CHORD OF SAID CURVE
BEARS SOUTH 77°30'51" EAST A DISTANCE OF 293.74 FEET), TO A POINT OF TANGENCY;
3.NORTH 89°49'23" EAST A DISTANCE OF 902.31 FEET TO A POINT OF CURVATURE ON A
870.00 FOOT-RADIUS CURVE WHOSE CENTER BEARS NORTH 00°10'37" WEST;
4.FOLLOWING ALONG SAID CURVE COUNTER-CLOCKWISE FOR AN ARC LENGTH OF
332.67 FEET THROUGH A CENTRAL ANGLE OF 21°54'31" (THE CHORD OF SAID CURVE
BEARS NORTH 78°52'08" EAST A DISTANCE OF 330.65 FEET), TO A POINT OF TANGENCY;
5.NORTH 67°54'52" EAST, A DISTANCE OF 427.28 FEET TO A POINT OF CURVATURE ON A
500.00 FOOT-RADIUS CURVE WHOSE CENTER BEARS SOUTH 22°05'08" EAST;
6.FOLLOWING ALONG SAID CURVE CLOCKWISE FOR AN ARC LENGTH OF 191.19 FEET
THROUGH A CENTRAL ANGLE OF 21°54'31" (THE CHORD OF SAID CURVE BEARS NORTH
78°52'08" EAST A DISTANCE OF 190.03 FEET), TO A POINT OF TANGENCY;
7.THENCE NORTH 89°49'23" EAST, A DISTANCE OF 165.67 FEET;
THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE OF UNIVERSITY BOULEVARD AND
FOLLOWING THE CENTERLINE OF THE REXBURG IRRIGATION CANAL FOR THE FOLLOWING
NINE (9) COURSES:
1.SOUTH 27°28'12" WEST A DISTANCE OF 314.67 FEET;
2.SOUTH 27°09'39" WEST A DISTANCE OF 11.24 FEET;
3.SOUTH 18°58'26" WEST A DISTANCE OF 9.79 FEET;
4.SOUTH 18°49'12" WEST A DISTANCE OF 228.09 FEET;
5.SOUTH 29°59'25" WEST A DISTANCE OF 142.60 FEET;
6.SOUTH 00°00'30" WEST A DISTANCE OF 63.11 FEET;
7.SOUTH 26°22'21" EAST A DISTANCE OF 160.22 FEET;
8.SOUTH 00°00'30" WEST A DISTANCE OF 56.69 FEET;
9.SOUTH 16°24'12" WEST A DISTANCE OF 258.31 FEET TO A POINT ON THE SOUTH
BOUNDARY LINE OF A PARCEL OF LAND DESCRIBED IN DEED INST. NO. 391422;
THENCE SOUTH 89°51'42" WEST, FOLLOWING ALONG SAID SOUTH BOUNDARY LINE, A
DISTANCE OF 1965.77 FEET TO THE POINT OF BEGINNING.
CONTAINING 48.23 ACRES, MORE OR LESS.
STATE OF IDAHO, COUNTY OF _________________
ON THIS_____ DAY OF __________, IN THE YEAR 20_____, BEFORE ME ______________________, A NOTARY
PUBLIC, PERSONALLY APPEARED SHIRO FUJIMOTO, KNOWN OR IDENTIFIED TO ME, TO BE A MANAGER OF
THE LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY
COMPANY AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
_______________________________
NOTARY PUBLIC
RESIDING IN ______________ COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES _____ DAY OF ______________, 20___.
OWNER'S CERTIFICATE CITY OF REXBURG
THE PLAT ON WHICH THIS CERTIFICATION APPEARS HAS BEEN APPROVED AND THE
DEDICATION ARE HEREBY ACCEPTED BY THE CITY OF
REXBURG, IDAHO, THIS________ DAY OF___________________, 20____.
_______________________________________ ______________________________
MAYOR CITY CLERK
_______________________________________ ______________________________
CITY ENGINEER PLANNING & ZONING
SANITARY RESTRICTIONS
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 LINE 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.
DATE: ___________HEALTH DISTRICT SIGNATURE:____________________________
COUNTY RECORDER'S CERTIFICATE
SURVEYOR'S CERTIFICATE
I, MATTHEW S. BAKER, A DULY LICENSED 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.
_______________________________________________________________
MATTHEW S. BAKER DATE
INTERIOR MONUMENT COMPLETION CERTIFICATE
PURSUANT TO THE REQUIREMENTS OF I.C. 50-1331 THROUGH 50-1333, I, MATTHEW S. BAKER,
THE SURVEYOR FOR THIS SUBDIVISION PLAT, HEREBY CERTIFY THAT THE INTERIOR
MONUMENTS AS SHOWN ON THIS PLAT SHALL BE SET IN ACCORDANCE WITH THE
REQUIREMENTS OF I.C. 50-1303 ON OR BEFORE ONE (1) YEAR AFTER THE RECORDING DATE.
TAMANA FIELDS
LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH,
RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO
REVISIONS
1.
2.
PROJECT NO: 18385
DRAWING: P:\My Nojo\18385- Tamana Fields\SURVEY\CAD\Tamana Fields
_Survey Base.dwg
SCALE: 1 INCH = 200 FEET
SURVEYED BY: MSB, RTS, JRR
OFFICE WORK BY: MSB, RTS, MLM
DATE:
SHEET 2 OF 2
TAMANA FIELDS
LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH,
RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO
May 28, 2026
ENGINEERING
ACKNOWLEDGMENT
STATE OF IDAHO, COUNTY OF _________________
ON THIS_____ DAY OF __________, IN THE YEAR 20_____, BEFORE ME ______________________, A NOTARY
PUBLIC, PERSONALLY APPEARED ATSU FUJIMOTO, KNOWN OR IDENTIFIED TO ME, TO BE A MANAGER OF
THE LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY
COMPANY AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
_______________________________
NOTARY PUBLIC
RESIDING IN ______________ COUNTY, STATE OF IDAHO.
MY COMMISSION EXPIRES _____ DAY OF ______________, 20___.