HomeMy WebLinkAboutSURVEYOR Review 6.12.26 - 26-00073 - Home Depot Subdivision - Approx 1600 N 2nd E - Plat (1)A
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Wt/4 CDR SEC 8 U N P L A T T E D
CP&F S.7 N89°48'54^E #404609 N89°48'54"E 1320.45' TETON ISLAND CANAL
S.8 93.21' 786.45' - _ - - - 534.00'
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/ --N88°O6'11"W 161.37'' - -C3- ' o.
LB I e TETON RIVER TEMPLE ST.
- N89°45'58°E 275.30.
e N89°45'58"E 247.72' Ac
I 21' 191.
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62.50, 50.00, If 32' m
DETAIL 1.2 _ ( UTILITY EASEMENT
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15' WIDE NOTE 3 �� 155.69,
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9.13 ACRES
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TETON RIVER TEMPLE ST.
--------------------
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TOTAL 40 ACRES I I - - _ _ � - -
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Detail -1.1
Scale: 1" = 20'
S89°4629"W 1363.78'
U N P L A T T E D
LOT 1 BLOCK 2
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11.35 ACRES
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Detail -1.2
Scale: 1" = 20'
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N4629E Referenced Surveys Survey Narrative
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1. FINAL PLAT FOR TETON RIVER TEMPLE SUBDIVISION, INST. No. 460924, RECORDS OF
THIS PLAT IS BEING PREPARED FOR THE DEVELOPMENT THE HOME DEPOT SUBDIVISION.
MADISON COUNTY IDAHO.
THE WEST AND MIDSECTION, SECTION LINES HAVE BEEN HELD FOR THE WEST AND NORTH
BOUNDARIES. WARRANTY DEED INSTRUMENT No. 246171 (R4) AND ROS No. 272486 (112) HAVE
2. RECORD OF SURVEY, INST. No.190166. RECORDS OF MADISON COUNTY IDAHO.
BEEN USED TO ESTABLISH THE EAST AND SOUTH BOUNDARIES AS SHOWN HEREON.
SW CDR SEC 8
FOUND MONUMENTS BETWEEN THE SOUTHWEST CORNER AND THE WEST ONE QUARTER CORNER
CP&F #466790 2. RECORD OF SURVEY, INST. No. 272486, RECORDS OF MADISON COUNTY IDAHO.
OF SECTION 8 HAVE BEEN HELD FOR THE BASIS OF BEARING. TAKEN AS N00°14'02"W, 2632.331.
7
S°°8
S MOODY RD. 3. RECORD OF SURVEY, INST. No. 322607. RECORDS OF MADISON COUNTY IDAHO.
S.18 S.17 4. QUIT CLAIM DEED, INSTRUMENT No. 246171, RECORDS OF MADISON COUNTY, IDAHO.
C1/4CDR SEC B Final Plat
CP&F #404610
1218.59'
97.53' N89°48'54"E for
Home Depot Subdivision
I I
Being a Portion of the North One Half of the
ISouthwest One Quarter of Section 8,
Township 6 North, Range 40 East, Boise Meridian,
City of Rexburg, Madison County, Idaho
2026 �0
Notes
1. LOT 1, BLOCK IS ENCUMBERED WITH A WATER MAIN EASEMENT AS SHOWN AND DIMENSIONED. SEE SHEET 2 FOR
N) ADDITIONAL DIMENSIONS.
n 2 DESIGA FIVENATED ALONFOOT IDE G SIDE LOT LINESUBLIC EXCEPTPERTY IRRIGATION AND PROPERTY DRAINAGE T WHERE OTHERWISE SHOWN AND DIMENSIONED.
(PUID) IS HEREBY
I 3. A FIFTEEN (15) FOOT WIDE PUBLIC UTILITIES, PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENT (PUID) IS
I I 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 16065CO050D,
EFFECTIVE DATE JUNE 3, 1991.
Legend
FOUND BRASS CAP FI
^ SET 5(8"x24" REBAR .... ATIC
CAP, mMSF 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
0 100, 200,
Scale: 1" = 100'
Line Table
Curve Table
'LINE
BEARING
LENGTH
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
L1
N00°14102"W
30.00,
C1
368.65'
522.00'
40°2T50"
N69°32'03"E
361.04'
L2
S89°4629'M/
12.50'
C2
338.99'
480.00'
40°27'50"
N69°32'03"E
331.99'
L3
N00°14102"W
30.00'
C3
63.30'
440.50'
8'14'01'
S85°38'58 W
63.25'
L4
N89°45'58"E
12.50'
C4
247.79
440.50'
1 3213150"
S65°250"W
244.54'
L5
S89°45'58'NV
12.50'
C5
34.91'
519.50'
3°51'03"
S51°13'39°W
34.91,
L6
N00°14'02"W
9.91'
C6
209.54'
519.50'
23°06'37"
S64°42'29 W
208.12'
L7
N45°21'26"E
9.97'
C7
122.43'
519.50'
131011"
S83°00'53'W
122.15'
L8
N89°45'58"E
50.00'
CB
311.09'
440.50'
40°27'50"
S69°32'03`W
304.67'
L9
N49°18'08"E
17.77'
19
338.99'
480.00'
40°27'50"
N69°32'03"E
331.99'
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06 05 . 26
PN 125092 SHEET 1 OF 3
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Final Plat
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Home Depot Subdivision
N89°48'54"E _ 1 N89°48'54"E 1320.45'
93.21' _ - - --786.45'---- - - L108N o�
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o �-- I N89°48154"E 626.79' u 1
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II I I DETAIL 2.1
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�N I I I L109 - - - - - - - 589°48'54'W 458.44'- - -
l \ S89°48'54"W 159.06' - - ?
- - - - - - - v
1 589°48'54"W 165.21 ] F- - - - - - - - - - - --589°48'54"W 428.93'
50.00- - - - - -
'
I i I N45°11'06"W 25.55' - 29.5' i-- \I 15
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N I I l a UTILITY EASEMENT
t o I I I ^ I I SEE SHEET 2 1
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15.00'
I I S89°48154'W 817.21'
11 326.21' I i 263.50' 188.46,
1 i I 31'INGRESS/EGRESS
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15' 36'INGRESS/EGRESS I i EASEMENT
1 NOTE EASEMENT
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SETBACK 36' PUID I ?i 0.84 ACRES
15.5'
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15.00'
S89°48'54"W 31.02'
0 80, 160,
Scale: 1" = 80'
See Sheet 1 for Notes and Legend
-31.58'
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- 31' PUID 0%)13 �
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L114 I w�
t115
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LOT 3 BLOCK 1
DETAIL 2.3 M
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b IT
rl 2.85 ACRES
m I 1.99 ACRES-
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L711� i
o�� 17.77'
16' STORM WATER
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9
EASEMENT
I N89°4558"E 99.55'
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19 /
DETAIL 2.2
1I N89°45'58"E 2.00'
_
r N88°06'11"161.3T- -C3
VJ
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�9
I TETON RIVER TEMPLE ST.
L8
N89°4556"E 275.36
N89'45'58"E 247.72'
_ 19`�.21' 2
S89°45'58'W 203.71' I 31.64' om
62.50' I 50.00' I «1 32, w
I UTILITYEASEMENT
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
368.65'
522.00'
40°27'50"
N69°32103"E
361.04'
C2
338.99'
480.00'
40°27'50"
N69°32'03"E
331.99'
C3
63.30'
440.50'
8°14101"
S85°38'58"W
63.25'
C4
247.79'
440.50'
32°13'50"
S65°25'03"W
244.54'
C5
34.91'
519.50'
3°51'03"
S51°13'39'W
34.91'
C6
209.54,
519.50,
23,06,37,
S64°4229"W
208.12'
C7
122.43'
519.50'
13'30'11"
S83°00'53'W
122.15'
C8
311.09'
440.50'
40"27'50"
S69°32V3'W
304.67'
C9
336.99'
480.00'
40°27'50"
N69°32'03"E
331.99'
C117
14.12'
440.50'
1°50'10"
N82°27'03'E
14.12'
C116
12.62'
519.50'
1°23'31"
S79°58'35'W
12.62'
Line Table
LINE
BEARING
LENGTH
L8
N89°45'58"E
50.00'
L9
N49°18'08"E
17.77'
L100
N45°11'06"W
13.11'
L101
140013'06"W
1 19.07'
L102
N89°49'121
12.49'
L103
N00°10'50"W
15.00'
L104
S89°49'10'W
12.44'
L105
S89°49'10"W
40.72'
L106
I N00°1050"W
15.00'
Line Table
LINE
BEARING
LENGTH
L107
S89°58'12"E
15.00'
L108
S00°10150"E
7.72'
L109
SOO°11'06'E
26.38'
L110
S00°11106'E
115.39'
L111
S89°48'44%
16.00'
L112
N00°11'06"W
113.88'
L113
S00°1119f
65.03'
L114
S89°4844"W
16.00'
L115
N00'11'16°W
61.79'
LINE LABELS L10-L99 ARE NOT USED ON THIS PLAT. LABELS L100 AND HIGHER
ARE USED TO IDENTIFY EASEMENT DIMENSIONS.
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L 1 r 16' STORM WATER I
EASEMENT
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llro L101 C117-
Detail - 2.1
Scale:1 = 40'
G6 J,
Detail - 2.2
Scale: 1" = 30'
16'STORM WATER
EASEMENT
Detail - 2.3
Scale:1 = 30'
\\ 05
EN LAND
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[�RrE OF 462 East Shore Drive, Suite 100
�1AL S Eagle, ID 83616
06/05/2026
PN 125092 SHEET 2 OF 4
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 DO- 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 DO- 14' 02" WEST,1316.17 FEET, DISTANCE); THENCE LEAVING SAID WEST SECTION LINE, NORTH 89, 46,291, EAST, 50.00 FEET, TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF NORTH 2ND EAST, (PER ND RIGHT OF WAY
DEEDS, INSTRUMENT NO.63669 8167308) 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. :I i wy
MIS 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.
NORTH REXBURG COMMERCIAL PROPERTY, LLC
ERIC ISOM, CHIEF REAL ESTATE OFFICER
Acknowledgment:
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.
NOTARY PUBLIC FOR
RESIDING IN
MY COMMISSION EXPIRES
HOME DEPOT U.S.A., INC., a DELAWARE CORPORATION
BY: Doug Pyne, Senior Corporate Counsel
Acknowledgment:
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.
NOTARY PUBLIC FOR
RESIDING IN
MY COMMISSION EXPIRES
Final Plat
for
Home Depot Subdivision
Certificate of Survevor
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.
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04/05/2026
THE
LAND
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PN 125092 SHEET 3 OF 4
Final Plat
for
Home Depot Subdivision
Health Department Certificate Examining Surveyor's Certificate
I HEREBY CERTIFY THAT SANITARY RESTRICTIONS REQUIRED BY IDAHO CODE, SECTION 50-1326, HAVE BEEN SATISFIED AND I HERf8V CEP-IFY THAT I EXAMINED THIS PLAT AND FIND IT 10 BE CORRECT AND ACCEPTABLE AS REq_JD IN
THIS PLAT IS HEREBY APPROVED FOR RECORDING BY FILING OF THIS CERTIFICATE HEREWITH. SECTION 50-1305 /(71
� OP!► (Rvy 9
EASTERN IDAHO PUBLIC HEALTH DEPARTMENT G V 04oF�p�
DATE PROFESSIONAL LAND SURVEYOR CERT NO. 8�— 0 ¢�D� \0Q�
DATE ENVIRONMENTAL HEALTH SPECIALIST
�OQ'S gg\ S\ pGpO� Tom'
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City's Acceptance Treasurer's Certificate
THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, HAVING
THIS , DAY OF 20 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.
MAYOR CITY ENGINEER
DATE MADISON COUNTY TREASURER
CITY CLERK PLANNING AND ZONING OFFICIAL
Irrigation Certificate Recorder's Certificate
ALL SANITARY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING 31-3805. THE LOTS ON THIS PLAT WILL I HEREBY CERTIFY THAT THE FOREGOING PLAT FOR HOME DEPOT SUBDIVISION, MADISON COUNTY, IDAHO
NOT RECEIVE AND ANY IRRIGATION WATER RIGHTS OR SHARES IN AN IRRIGATION WATER RIGHTS OR SHARES IN AN WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO THIS DAY
IRRIGATION COMPANY, OTHER THAN HAVE BEEN AGREED TO IN WRITING BETWEEN DEVELOPER AND IRRIGATION —
DISTRICT. OF 20 , AT .M., AND RECORDED UNDER INSTRUMENT
THE IRRIGATION COMPANY HAS NO ISSUES WITH THIS DEVELOPMENT. NUMBER
IRRIGATION COMPANY PRESIDENT SIGNATURE MADISON COUNTY RECORDER
IRRIGATION COMPANY
T HE
1-00
a EN LA
° o LAND
a 1 5 � GROUP
OF 462 East Shore Drive, Suite 100
A, S. Eagle, ID 83616
06/05/2026
PN 125092 SHEET 4 OF 4