HomeMy WebLinkAbout125092 FP HomeDepot - Rexburg SET 2-signed 260605-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Katie Saurey katie.saurey@rexburg.org 208-372-2167
Stan Crittenden stan.crittenden@rexburg.org 208-372-2314
Cole Hibbard cole.hibbard@rexburg.org 208-372-2154
Alan Parkinson alan.parkinson@rexburg.org 208-372-2165
Description :
Address : Approx 1600 N 2nd E
Record Type : Plat
Document Filename : 125092 FP HomeDepot - Rexburg SET 2-signed 260605.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 26-00073
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
1 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
1 Stamp Cole Hibbard : GIS Open 1 Approved - GIS Dept
1 Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning
1 Stamp Katie Saurey : P&Z Open 1 Plan Received
Plat
Approval of plans does not constitute approval of variance from code
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3
9
.
5
0
'
LOT 5 BLOCK 1
9.13 ACRES
LOT 1 BLOCK 1
10.98 ACRES
LOT 2 BLOCK 1
2.85 ACRES
LOT 1 BLOCK 2
11.35 ACRES
LOT 3 BLOCK 1
1.99 ACRES
LOT 4 BLOCK 1
0.84 ACRES
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
786.45'
15
7
.
2
5
'
188.46'263.50'326.21'
534.00'
73
3
.
2
2
'
451.89'
451.90'
50
2
.
9
5
'
S89°46'29"W 1363.78'
L1
N89°45'58"E 203.71'
N0
0
°
1
4
'
0
2
"
W
2
0
8
.
7
1
'
S89°45'58"W 203.71'
C1
26.1
0
'
N0
0
°
1
1
'
0
6
"
W
37
9
.
8
8
'
C3
N89°45'58"E 99.55'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
1
'
0
6
"
W
24
5
.
5
6
'
17.77'
C4
N89°45'58"E 275.30'
C2
L9
N89°45'58"E 451.90'
N89°48'54"E 1320.45'
S0
0
°
1
4
'
2
1
"
E
1
3
1
5
.
1
8
'
N0
0
°
1
1
'
0
6
"
W
1
5
7
.
2
5
'
S89°48'54"W 817.21'
58
6
.
6
4
'
62
.
3
9
'
3
9
.
5
0
'
39
.
5
0
'
39
.
5
0
'
39
.
5
0
'
39
.
5
0
'
U N P L A T T E D
U
N
P
L
A
T
T
E
D
U N P L A T T E D
13
1
6
.
1
6
'
N89°46'29"E
50.00'
30
1
.
0
9
'
10
1
5
.
0
8
'
S.8
S.7
W1/4 COR SEC 8
CP&F #404609
N89°48'54"E
93.21'
POINT OF BEGINNING
32'
UTILITY EASEMENT
31.64'
155.69'
36' INGRESS/EGRESS
EASEMENT
36' PUID
L8
31' INGRESS/EGRESS
EASEMENT
15'
41
.
3
8
'
15
'
15'
15
'
15'
TETON RIVER TEMPLE ST.
TETON RIVER TEMPLE ST.
N.
2
N
D
S
T
.
E
.
TETON ISLAND CANAL
25
'
SE
T
B
A
C
K
25
'
SE
T
B
A
C
K
CITY OF REXBURG
UTILITY EASEMENT
SEE SHEET 2
T
E
T
O
N
R
I
V
E
R
T
E
M
P
L
E
S
U
B
D
I
V
I
S
I
O
N
1/16TH LINE
97.60'
97.53'
NOT A PART
S0
0
°
1
4
'
0
2
"
E
2
0
8
.
7
1
'
50.00'62.50'
50.00'62.50'
N0
0
°
1
4
'
0
2
"
W
2
6
3
2
.
3
3
'
BA
S
I
S
O
F
B
E
A
R
I
N
G
20'
SETBACK
TOTAL 40 ACRES
N89°48'54"E
1218.59'
12
4
.
5
5
'
30
5
.
9
9
'
28
6
.
3
5
'
37
8
.
7
0
'
N88°06'11"W 161.37'
N89°45'58"E 247.72'
62.5'
62.5'
DEDICATED
RIGHT-OF-WAY
191.21'
20' WIDE SETBACK
62.50'
20'
SETBACK
12.5'
CITY OF REXBURG
UTILITY EASEMENT
SEE SHEET 2
31' PUID
STORM WATER
EASEMENT SHEET 2
STORM WATER
EASEMENT SHEET 2
29.5'
2
0
'
S
E
T
B
A
C
K
45
.
5
0
'
45
.
5
0
'
2
0
'
S
E
T
B
A
C
K
C5
C6
C7
C8
C9
15
'
NO
T
E
3
15
'
NO
T
E
3
1
5
'
N
O
T
E
3
1
5
'
N
O
T
E
3
N89°45'58"E 2.00'
L1
0
6
15'
NOTE 3
15' WIDE NOTE 3
10
.
5
'
35
.
5
0
'
45
.
5
0
'
39
.
5
0
'
S0
0
°
1
4
'
2
1
"
E
5
9
0
.
8
3
'
S.8S.7
S.17S.18
SW COR SEC 8
CP&F #466790
MOODY RD.
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C117
LENGTH
368.65'
338.99'
63.30'
247.79'
34.91'
209.54'
122.43'
311.09'
338.99'
14.12'
RADIUS
522.00'
480.00'
440.50'
440.50'
519.50'
519.50'
519.50'
440.50'
480.00'
440.50'
DELTA
40°27'50"
40°27'50"
8°14'01"
32°13'50"
3°51'03"
23°06'37"
13°30'11"
40°27'50"
40°27'50"
1°50'10"
CHORD BEARING
N69°32'03"E
N69°32'03"E
S85°38'58"W
S65°25'03"W
S51°13'39"W
S64°42'29"W
S83°00'53"W
S69°32'03"W
N69°32'03"E
N82°27'03"E
CHORD LENGTH
361.04'
331.99'
63.25'
244.54'
34.91'
208.12'
122.15'
304.67'
331.99'
14.12'
Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
BEARING
N00°14'02"W
S89°46'29"W
N00°14'02"W
N89°45'58"E
S89°45'58"W
N00°14'02"W
N45°21'26"E
N89°45'58"E
N49°18'08"E
LENGTH
30.00'
12.50'
30.00'
12.50'
12.50'
9.91'
9.97'
50.00'
17.77'
L7
L5
L6
N.
2
N
D
S
T
.
E
.
L1
L2
L3
L4
N.
2
N
D
S
T
.
E
.
Final Plat
for
Home Depot Subdivision
Being a Portion of the North One Half of the
Southwest One Quarter of Section 8,
Township 6 North, Range 40 East, Boise Meridian,
City of Rexburg, Madison County, Idaho
2026
1.FINAL PLAT FOR TETON RIVER TEMPLE SUBDIVISION, INST. No. 460924, RECORDS OF
MADISON COUNTY IDAHO.
2.RECORD OF SURVEY, INST. No. 190166, RECORDS OF MADISON COUNTY IDAHO.
2.RECORD OF SURVEY, INST. No. 272486, RECORDS OF MADISON COUNTY IDAHO.
3.RECORD OF SURVEY, INST. No. 322607, RECORDS OF MADISON COUNTY IDAHO.
4.QUIT CLAIM DEED, INSTRUMENT No. 246171, RECORDS OF MADISON COUNTY, IDAHO.
FOUND BRASS CAP
SET 5/8"x24" REBAR WITH PLASTIC
CAP, MSF 13550
SET 1/2"x24" REBAR WITH PLASTIC
CAP, MSF 13550
CALCULATED POINT (NOTHING
FOUND OR SET)
SECTION LINE
SUBDIVISION BOUNDARY LINE
RIGHT-OF-WAY LINE
ROAD CENTERLINE
LOT LINE
SETBACK LINE
INGRESS/EGRESS EASEMENT
PUBLIC UTILITY EASEMENT (PUID)
ADJACENT PROPERTY
SHEET 1 OF 3PN 125092
462 East Shore Drive, Suite 100
Eagle, ID 83616
100'200'0
Scale: 1" = 100'
Survey Narrative
THIS PLAT IS BEING PREPARED FOR THE DEVELOPMENT THE HOME DEPOT SUBDIVISION.
THE WEST AND MID-SECTION, SECTION LINES HAVE BEEN HELD FOR THE WEST AND NORTH
BOUNDARIES. WARRANTY DEED INSTRUMENT No. 246171 (R4) AND ROS No. 272486 (R2) HAVE
BEEN USED TO ESTABLISH THE EAST AND SOUTH BOUNDARIES AS SHOWN HEREON.
FOUND MONUMENTS BETWEEN THE SOUTHWEST CORNER AND THE WEST ONE QUARTER CORNER
OF SECTION 8 HAVE BEEN HELD FOR THE BASIS OF BEARING. TAKEN AS N00°14'02"W, 2632.33'.
1.LOT 1, BLOCK IS ENCUMBERED WITH A WATER MAIN EASEMENT AS SHOWN AND DIMENSIONED. SEE SHEET 2 FOR
ADDITIONAL DIMENSIONS.
2.A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENT (PUID) IS HEREBY
DESIGNATED ALONG SIDE LOT LINES EXCEPT WHERE OTHERWISE SHOWN AND DIMENSIONED.
3.A FIFTEEN (15) FOOT WIDE PUBLIC UTILITIES, PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENT (PUID) IS
HEREBY DESIGNATED ALONG ALL PUBLIC RIGHT-OF-WAYS EXCEPT WHERE OTHERWISE SHOWN AND DIMENSIONED.
4.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME
OF THE RE-SUBDIVISION.
5.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN ACCORDANCE WITH THE CITY OF
REXBURG STANDARDS FOR THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF BUILDING PERMIT
ISSUANCE.
6.TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 2.85 ACRES.
7.THIS PROPERTY IS IN ZONE X - AREAS OUTSIDE THE 500 YEAR FLOOD PLAIN SHOWN ON FEMA F.I.R.M. MAP 16065C0050D,
EFFECTIVE DATE JUNE 3, 1991.
C1/4 COR SEC 8
CP&F #404610
Notes
Referenced Surveys
Legend
Detail - 1.1
Scale: 1" = 20'
Detail - 1.2
Scale: 1" = 20'
DETAIL 1.1
DETAIL 1.2
06/05/2026
3
9
.
5
0
'
LOT 1 BLOCK 1
10.98 ACRES
LOT 2 BLOCK 1
2.85 ACRES
LOT 3 BLOCK 1
1.99 ACRES
LOT 4 BLOCK 1
0.84 ACRES
N0
5
°
3
1
'
3
4
"
E
4
3
0
.
5
4
'
786.45'
15
7
.
2
5
'
188.46'263.50'326.21'
S89°45'58"W 203.71'
C1
26.1
0
'
N0
0
°
1
1
'
0
6
"
W
37
9
.
8
8
'
C3
N89°45'58"E 99.55'
N0
0
°
1
4
'
0
2
"
W
6
4
9
.
0
2
'
N0
0
°
1
1
'
0
6
"
W
24
5
.
5
6
'
17.77'
C4
N89°45'58"E 275.30'
C2
L9
N89°48'54"E 1320.45'
N0
0
°
1
1
'
0
6
"
W
1
5
7
.
2
5
'
S89°48'54"W 817.21'
58
6
.
6
4
'
62
.
3
9
'
3
9
.
5
0
'
39
.
5
0
'
39
.
5
0
'
10
1
5
.
0
8
'
N89°48'54"E
93.21'
32'
UTILITY EASEMENT
31.64'
36' INGRESS/EGRESS
EASEMENT
36' PUID
L8
31' INGRESS/EGRESS
EASEMENT
15'
41
.
3
8
'
15
'
15'
15
'15'
TETON RIVER TEMPLE ST.
N.
2
N
D
S
T
.
E
.
25
'
SE
T
B
A
C
K
CITY OF REXBURG
UTILITY EASEMENT
SEE SHEET 2
50.00'62.50'
50.00'62.50'
N0
0
°
1
4
'
0
2
"
W
2
6
3
2
.
3
3
'
20'
SETBACK
12
4
.
5
5
'
30
5
.
9
9
'
28
6
.
3
5
'
37
8
.
7
0
'
N88°06'11"W 161.37'
N89°45'58"E 247.72'
191.21'
N0
0
°
1
0
'
5
0
"
W
3
1
7
.
1
2
'
N89°48'54"E 626.79'
S0
0
°
1
0
'
4
5
"
E
3
3
4
.
0
8
'
S89°48'54"W 458.44'L109
S89°48'54"W 159.06'
62.50'
20'
SETBACK
12.5'
CITY OF REXBURG
UTILITY EASEMENT
SEE SHEET 2
31' PUID
29.5'
2
0
'
S
E
T
B
A
C
K
45
.
5
0
'
45
.
5
0
'
2
0
'
S
E
T
B
A
C
K
C5
C6
C7
C8
C9
1
5
'
N
O
T
E
3
1
5
'
N
O
T
E
3
L107
L108
N89°48'54"E 19.79'15.00'
S89°48'54"W 31.02'
S0
0
°
1
0
'
4
6
"
E
5
4
0
.
3
2
'
15.00'
N0
0
°
1
1
'
0
6
"
W
1
6
4
.
8
7
'
S89°48'54"W 428.93'
S0
0
°
1
1
'
1
2
"
E
1
6
4
.
8
7
'
N0
0
°
1
1
'
0
6
"
W
1
6
4
.
8
7
'
S89°48'54"W 165.28'
N45°11'06"W 25.55'
N0
0
°
1
0
'
5
0
"
W
3
4
6
.
3
9
'
L105
14.00'31.58'
20.5'
15.5'
N89°45'58"E 2.00'
L1
0
6
L1
1
0
L111
L1
1
2
16' STORM WATER
EASEMENT
L113
L114
L115
15'
NOTE 3
10
.
5
'
35
.
5
0
'
45
.
5
0
'
39
.
5
0
'
15.50'
S0
0
°
1
4
'
2
1
"
E
5
9
0
.
8
3
'
L102
L1
0
3
L104
L
1
0
0
L101
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C117
C118
LENGTH
368.65'
338.99'
63.30'
247.79'
34.91'
209.54'
122.43'
311.09'
338.99'
14.12'
12.62'
RADIUS
522.00'
480.00'
440.50'
440.50'
519.50'
519.50'
519.50'
440.50'
480.00'
440.50'
519.50'
DELTA
40°27'50"
40°27'50"
8°14'01"
32°13'50"
3°51'03"
23°06'37"
13°30'11"
40°27'50"
40°27'50"
1°50'10"
1°23'31"
CHORD BEARING
N69°32'03"E
N69°32'03"E
S85°38'58"W
S65°25'03"W
S51°13'39"W
S64°42'29"W
S83°00'53"W
S69°32'03"W
N69°32'03"E
N82°27'03"E
S79°58'35"W
CHORD LENGTH
361.04'
331.99'
63.25'
244.54'
34.91'
208.12'
122.15'
304.67'
331.99'
14.12'
12.62'
Line Table
LINE
L8
L9
L100
L101
L102
L103
L104
L105
L106
BEARING
N89°45'58"E
N49°18'08"E
N45°11'06"W
N00°13'06"W
N89°49'12"E
N00°10'50"W
S89°49'10"W
S89°49'10"W
N00°10'50"W
LENGTH
50.00'
17.77'
13.11'
19.07'
12.49'
15.00'
12.44'
40.72'
15.00'
Line Table
LINE
L107
L108
L109
L110
L111
L112
L113
L114
L115
BEARING
S89°58'12"E
S00°10'50"E
S00°11'06"E
S00°11'06"E
S89°48'44"W
N00°11'06"W
S00°11'16"E
S89°48'44"W
N00°11'16"W
LENGTH
15.00'
7.72'
26.38'
115.39'
16.00'
113.88'
65.03'
16.00'
61.79'
LINE LABELS L10-L99 ARE NOT USED ON THIS PLAT. LABELS L100 AND HIGHER
ARE USED TO IDENTIFY EASEMENT DIMENSIONS.
C3
C117
16' STORM WATER
EASEMENT
39
.
5
0
'
16' STORM WATER
EASEMENT
C118C6
C7
SHEET 2 OF 4PN 125092
462 East Shore Drive, Suite 100
Eagle, ID 83616
Final Plat
for
Home Depot Subdivision
Detail - 2.1
Scale: 1" = 40'
DETAIL 2.1
80'160'0
Scale: 1" = 80'
See Sheet 1 for Notes and Legend
Detail - 2.2
Scale: 1" = 30'
DETAIL 2.2
Detail - 2.3
Scale: 1" = 30'
DETAIL 2.3
06/05/2026
Final Plat
for
Home Depot Subdivision
SHEET 4 OF 4PN 125092
462 East Shore Drive, Suite 100
Eagle, ID 83616
DATE ENVIRONMENTAL HEALTH SPECIALIST
Health Department Certificate
MADISON COUNTY RECORDER
Recorder's Certificate
DATE PROFESSIONAL LAND SURVEYOR CERT NO.
Examining Surveyor's Certificate
I HEREBY CERTIFY THAT I EXAMINED THIS PLAT AND FIND IT IO BE CORRECT AND ACCEPTABLE AS REQUIRED IN
SECTION 50-1305 OF THE IDAHO CODE.
DATE MADISON COUNTY TREASURER
Treasurer's Certificate
I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, HAVING
REVIEWED THIS PLAT PER THE REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL
COUNTY TAXES FOR THE PROPERTY SHOWN AND DESCRIBED ON THIS PLAT AS BEING SUBDIVIDED, ARE
CURRENT.
Irrigation Certificate
I HEREBY CERTIFY THAT THE FOREGOING PLAT FOR HOME DEPOT SUBDIVISION, MADISON COUNTY, IDAHO
WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO THIS DAY
OF , 20 , AT .M., AND RECORDED UNDER INSTRUMENT
NUMBER .
MAYOR
City's Acceptance
THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED
THIS , DAY OF , 20 .
I HEREBY CERTIFY THAT SANITARY RESTRICTIONS REQUIRED BY IDAHO CODE, SECTION 50-1326, HAVE BEEN SATISFIED AND
THIS PLAT IS HEREBY APPROVED FOR RECORDING BY FILING OF THIS CERTIFICATE HEREWITH.
EASTERN IDAHO PUBLIC HEALTH DEPARTMENT
CITY CLERK
CITY ENGINEER
PLANNING AND ZONING OFFICIAL
ALL SANITARY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING 31-3805. THE LOTS ON THIS PLAT WILL
NOT RECEIVE AND 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 SIGNATURE
IRRIGATION COMPANY
06/05/2026
Final Plat
for
Home Depot Subdivision
SHEET 3 OF 4PN 125092
462 East Shore Drive, Suite 100
Eagle, ID 83616
Certificate of Owners
KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED:
A PARCEL OF LAND BEING A PORTION OF THE NORTH ONE HALF OF THE SOUTHWEST ONE QUARTER OF SECTION 8, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 8, THENCE ON THE WEST SECTION LINE OF SAID SECTION 8, NORTH 00° 14' 02" WEST, 1316.16 FEET, TO THE SOUTH ONE SIXTEENTH CORNER OF SAID SECTION 8, (FROM WHICH THE WEST ONE QUARTER
CORNER OF SAID SECTION 8, BEARS NORTH 00° 14' 02" WEST, 1316.17 FEET, DISTANCE); THENCE LEAVING SAID WEST SECTION LINE, NORTH 89° 46' 29" EAST, 50.00 FEET, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF NORTH 2ND EAST, (PER ITD RIGHT OF WAY
DEEDS, INSTRUMENT NO.63669 & 167308) AND THE POINT OF BEGINNING:
THENCE ON SAID EASTERLY RIGHT OF WAY LINE, NORTH 00° 14' 02" WEST, 30.00 FEET, TO A POINT ON THE SOUTHERN BOUNDARY LINE OF LANDS DESCRIBED IN QUITCLAIM DEED, INSTRUMENT NO.246171, RECORDS OF MADISON COUNTY;
THENCE ON THE BOUNDARY LINE OF SAID LANDS, NORTH 89° 45' 58" EAST, 203.71 FEET, TO THE SOUTHEASTERN CORNER OF SAID LANDS;
THENCE NORTH 00° 14' 02" WEST, 208.71 FEET, TO THE NORTHEASTERN CORNER OF SAID LANDS;
THENCE SOUTH 89° 45' 58" WEST, 203.71 FEET, TO A POINT ON SAID EASTERLY RIGHT OF WAY LINE OF NORTH 2ND EAST;
THENCE ON SAID EASTERLY RIGHT OF WAY LINE, NORTH 00° 14' 02" WEST, 649.02 FEET;
THENCE NORTH 05° 31' 34" EAST, 430.54 FEET, TO A POINT ON THE EAST-WEST MID-SECTION LINE OF SAID SECTION 8;
THENCE ON SAID MID-SECTION LINE, NORTH 89° 48' 54" EAST, 1320.45 FEET, (FROM WHICH THE CENTER ONE QUARTER CORNER OF SAID SECTION 8, BEARS NORTH 89° 48' 54" EAST, 1218.59 FEET, DISTANCE);
THENCE LEAVING SAID MID-SECTION LINE, SOUTH 00° 14' 21" EAST, 1315.18 FEET, TO A POINT ON THE SOUTH LINE OF SAID NORTH ONE HALF OF THE SOUTHWEST ONE QUARTER OF SECTION 8;
THENCE ON SAID SOUTH LINE, SOUTH 89° 46' 29" WEST, 1363.78 FEET TO THE POINT OF BEGINNING.
THE ABOVE-DESCRIBED PARCEL CONTAINS 40.00 ACRES, MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT
TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT
WILL BE ELIGIBLE TO RECEIVE WATER AND SEWER SERVICE FROM THE CITY OF REXBURG, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
THE OWNER(S) HEREBY CERTIFY THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, PER SECTION 67-6537, IDAHO CODE, AND THAT THEY ARE IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE.
BY:
ERIC ISOM, CHIEF REAL ESTATE OFFICER
NORTH REXBURG COMMERCIAL PROPERTY, LLC
STATE OF )
) SS
COUNTY OF )
ON THIS ________ DAY OF ___________________________, ____________, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED ERIC ISOM, KNOWN OR IDENTIFIED TO ME TO BE THE CHIEF REAL ESTATE OFFICER FOR NORTH
REXBURG COMMERCIAL PROPERTY, LLC, AN IDAHO LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
Acknowledgment:
___________________________
NOTARY PUBLIC FOR
RESIDING IN _________________
___________________________
MY COMMISSION EXPIRES
STATE OF )
) SS
COUNTY OF )
ON THIS ________ DAY OF ___________________________, ____________, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED DOUG PYNE, KNOWN OR IDENTIFIED TO ME TO BE THE SENIOR CORPORATE COUNSEL
OF HOME DEPOT U.S.A., INC., a DELAWARE CORPORATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
Acknowledgment:
HOME DEPOT U.S.A., INC., a DELAWARE CORPORATION
___________________________
NOTARY PUBLIC FOR
RESIDING IN _________________
___________________________
MY COMMISSION EXPIRES
BY: Doug Pyne, Senior Corporate Counsel
I, MICHAEL S FEMENIA, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,
AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE
GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN
CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
Certificate of Surveyor
06/05/2026