HomeMy WebLinkAboutPLAT READY TO RECORD - 24-00868 - Teton Vu Estates - 1114 N Yellowstone Hwy - PlatSURVEYOR'S CERTIFICATE
I, SPENCER MCCUTCHEON , A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY CERTIFY
THAT THE SURVEY OF THIS PLAT, IS ACCURATE REPRESENTATION OF THE SURVEY COMPLETED BY ME OR UNDER MY
SUPERVISION, AND IS IN CONFORMITY WITH THE CORNER PERPETUATION AND FILING ACT, STATE OF IDAHO, CODE 55-1601
THROUGH 55-1613 AND TO THE IDAHO CODE RELATION TO SURVEYS
SPENCER MCCUTCHEON
PLS NO. 20907
DATE OF PLAT: 1-15-2024
SURVEYORS NARRATIVE
IT IS THE INTENT OF THIS PLAT AND THE SURVEY ON WHICH IT IS BASED TO CORRECTLY REPRESENT THE BOUNDARY LINES
AND PROPERTY CORNERS OF THE SUBDIVISION AND TO SHOW PROPOSED LOT LINES OF SAID SUBDIVISION AS REQUESTED
BY CIVIL SOLUTIONS. THE BASIS OF BEARING IS SOUTH 00°08'11" EAST 2645.99 FEET MEASURED BETWEEN THE FOUND SOUTH
QUARTER CORNER AND THE CENTER QUARTER CORNER OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE
MERIDIAN. THE SYSTEM ORIENTATION IS BASED ON GRID NORTH ALONG THE EAST ZONE CENTRAL MERIDIAN AND NO
CONVERGENCE ANGLE HAS BEEN APPLIED. THE FIELD DATA WAS COLLECTED ON 5-14-2024. AN APPLIED COMBINED SCALE
FACTOR OF 1.0002709644 WAS APPLIED AT THE CENTER QUARTER CORNER OF SAID SECTION 17. FOUND EVIDENCES AND
MONUMENTS ARE REPRESENTED HEREON.
IN RETRACING THE SUBJECT PROPERTY I LOCATED VARIOUS CORNERS AS SHOWN ON THE RECORDS OF SURVEY
INSTRUMENT NO'S 309453, 313085, 328687, AND 304730 WHICH WERE ALL PERFORMED BY THOMPSON ENGINEERING, INC. I
FOUND 4 MONUMENTS AS SHOWN AS BEING SET BY THE SAID RECORDS OF SURVEYS. I HAVE FOUND THAT THESE MONUENTS
WERE IN HARMONY WITH WHAT WAS SHOWN ON SAID PLAT AND HAVE HELD THEM AS SUCH.
INSTRUMENT NO. 304730 SHOWS THAT THIS SURVEYOR FOUND A 5/8" IRON ROD LOCATED AT THE SOUTHWEST, SOUTHEAST,
AND NORTHWEST CORNERS OF THE SUBJECT PARCEL. I LOCATED THESE SAME MONUMENTS AND IT WAS NOTED THAT THIS
SURVEY SET A 1/2" IRON ROD AND CAP EAST OF THE SOUTHEAST CORNER, AS THE SURVEY HELD THE RIGHT-OF-WAY LINE OF
OLD U.S. HIGHWAY 191 AT 116' FEET FROM THE CENTERLINE OF THE EASTER IDAHO RAILROAD TRACKS. I HAVE HELD THE 5/8"
IRON ROD AND CAP AS FOUND AND SHOWN AS THE SUBJECTS PROPERTY LINE. I HAVE DECIDED TO DO SO BECAUSE WE ARE
GOING TO BE DEDICATING RIGHT-OF-WAY AND I WANTED TO MAKE SURE THAT ANY INTEREST THAT THE CURRENT PROEPRTY
HAS IN THIS RIGHT-OF-WAY IS DEDICATED TO THE PUBLIC. I THEREFOR HAVE HELD SAID MONUMENT.
I FOUND A 5/8" IRON ROD AND NO CAP AT THE NORTHWEST CORNER OF THE SUBJECT PROPERTY. I DID NOT FIND ANY
RECORD OF SURVEY THAT COINCIDES WITH THIS MONUMENT BUT DUE TO THE FACT THAT I FOUND SIMILAR 5/8" IRON RODS
AND CAPS AT THE NORTHEAST, SOUTHEAST, AND SOUTHWEST CORNERS I HAVE HELD THE SAID MONUMENT AS BEING THE
LOCATION OF THE BOUNDARY LINE. I HELD THE NORTHEAST, SOUTHEAST AND SOUTHWEST CORNERS AS THE INTENDED
BOUNDARY LINE OF THE SUBJECT PARCEL AS WELL. THESE MONUMENTS ALSO COINCIDE WITH THE LONG ESTABLISHED
FENCE LINES WHICH SHOWN THE INTENT OF THE BOUNDARY LINES.
MY PROFESSIONAL OPINION IS RENDERED UPON THIS SUBDIVISION PLAT. THERE MAY EXIST OTHER EVIDENCE, MONUMENTS,
OR DOCUMENTS THAT COULD AFFECT THIS SURVEY. ANY NEW EVIDENCE, MONUMENTS, OR DOCUMENTS CONTRADICTORY
TO THIS SURVEY SHOULD BE PRESENTED TO ME FOR MY REVIEW AND CONSIDERATION.
20907
OWNERS' DEDICATION
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED KUHN PROPERTIES, LLC, A IDAHO LIMITED LIABILITY
COMPANY, IS THE LAWFUL OWNER OF THE TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN
HEREON AND HAS CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCK, LOTS, STREETS, COMMON AREAS AND
EASEMENT, WHICH PLAT SHALL HEREAFTER BE KNOWN AS TETON VU DIVISION NO. 1 IN THE CITY OF REXBURG, MADISON
COUNTY, IDAHO..
BE IT FURTHER KNOWN THAT I DO HEREBY DEDICATE TO THE PUBLIC YELLOWSTONE HIGHWAY RIGHT-OF-WAY DEDICATION
AS SHOWN HEREON. THE EASEMENTS SHOWN HEREON ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHT TO USE SAID
EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES OR FOR ANY OTHER USE DESIGNATED ON THE
PLAT. THE UNDERSIGNED ALSO CERTIFY ALL LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER AND SEWER
FROM THE CITY OF REXBURG AND SAID CITY HAS AGREED IN WRITING TO SERVE THE SUBDIVISION.
IN WITNESS WHEREOF, OWNER HAS HEREUNTO SUBSCRIBED ITS SEAL AND SIGNATURE THIS ________DAY OF ____________,
202____.
KUHN PROPERTIES LLC
________________________________________________________
DAVID L. KUHN, MANAGER
TREASURER'S CERTIFICATE
I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PURSUANT TO THE
REQUIREMENTS OF I.C. §50-1308, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY
INCLUDED IN THE BOUNDARY DESCRIPTION SHOWN HEREON ARE CURRENT.
DATE:_________ ______________________________________________________
MADISON COUNTY TREASURER
PUBLIC UTILITY EASEMENT NOTE:
UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN, AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW GROUND
AND ALL OTHER RELATED FACILITIES WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE
NECESSARY OR DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN,
INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS
INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE
LOT OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH STRUCTURES AT THE LOT OWNER'S EXPENSE., AT NO TIME
MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH
THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE.
HEALTH DEPARTMENT CERTIFICATE OF APPROVAL
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.
EASTERN IDAHO PUBLIC HEALTH
________________________________________________________________
ENVIRONMENTAL HEALTH SPECIALIST REHS DATE
BASIS OF BEARING
ALL MEASURED BEARINGS SHOWN HEREON RELATE DIRECTLY TO THE IDAHO STATE PLANE COORDINATE SYSTEM (WEST
ZONE 1103) US SURVEY FEET AND USING A COMBINED SCALE FACTOR OF OF 1.0002709644 THAT WAS APPLIED AT THE
CENTER QUARTER CORNER OF SECTION 17 FOR A GRID TO GROUND CONVERSION. NO CONVERGENCE ANGLE WAS APPLIED
TO THIS SYSTEM.
EXAMINING SURVEYOR'S CERTIFICATE
I, THE UNDERSIGNED, PROFESSIONAL SURVEYOR IN AND FOR MADISON COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS
____________________________________________________________________________________________________________
DATE:PROFESSIONAL LAND SURVEYOR PLS NO.
BOUNDARY DESCRIPTION
A PARCEL OF LAND THAT LIES FULLY WITHIN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN. SUBJECT PARCEL CONTAINS 10.836 ACRES OF LAND AS FOUND IN
THE WARRANTY DEED INSTRUMENT NUMBER 448803 AS FOUND IN THE MADISON COUNTY RECORDER'S OFFICE. BASIS OF
BEARING IS NORTH 00° 08' 16" WEST 2632.60 FEET MEASURED BETWEEN THE CENTER QUARTER CORNER AND THE NORTH
QUARTER CORNER OF SAID SECTION 17. SUBJECT PARCEL MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND 5
8 IRON ROD AND CAP MARKED PLS 8252 AS SHOWN ON THE RECORD OF SURVEY INSTRUMENT
NUMBER 304730, SAID IRON ROD LIES 149.80 FEET NORTH 00° 08' 16" WEST ALONG THE SECTION LINE AND 395.53 FEET SOUTH
89° 51' 44" WEST FROM THE FOUND CENTER QUARTER CORNER OF SAID SECTION 17 TO THE TRUE POINT OF BEGINNING;
RUNNING THENCE SOUTH 89° 33' 49" WEST 899.68 FEET (EAST 900.00 FEET BY RECORD) TO A FOUND 5
8 IRON ROD AND CAP
MARKED PLS 8252;
THENCE NORTH 30° 08' 33" EAST 782.90 FEET (SOUTHWESTERLY 784.00 FT BY RECORD) TO A FOUND 5
8 IRON ROD AND NO CAP;
THENCE NORTH 89° 34' 09" EAST 500.95 FEET (WEST 500.00 FEET BY RECORD) TO A FOUND 5
8 IRON ROD AND CAP MARKED PLS
8252;
THENCE SOUTH 00° 28' 30" EAST 673.98 FEET (NORTH 675.98 FEET BY RECORD) ALONG AN EXISTING FENCE LINE THE TRUE
POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 472,014 SQUARE FEET OR 10.836 ACRES OF LAND.
ACKNOWLEDGMENT
STATE OF _________________)
:SS.
COUNTY OF _______________)
ON THIS _______DAY OF ____________, 20___, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE,
PERSONALLY APPEARED DAVID L. KUHN, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF THE KUHN PROPERTIES,
LLC AND IDAHO LIMITED LIABILITY COMPANY , AND THE OFFICER WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY NAME
TO THE FOREGOING OWNERS'S DEDICATION AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID LIMITED
LIABILITIES NAME AS A PERSON AUTHORIZED TO BIND SUCH LIMITED LIABILITY COMPANY.
__________________________________________
NOTARY PUBLIC FOR THE STATE OF _________________
RESIDING AT: ______________________________
COMMISSION EXPIRATION DATE: ________________
IRRIGATION CERTIFICATE
NOTICE IS HEREBY GIVEN THAT ALL LOTS OR PROPERTY INCLUDED WITHIN THIS PLAT ARE WITHIN THE TETON ISLAND
FEEDER CANAL COMPANY AND THAT A SUITABLE SURFACE WATER DELIVERY SYSTEM HAS BEEN PROVIDED FOR SUCH LOTS
OF PROPERTY. ALL LOTS WITHIN THIS SUBDIVISION WILL BE REQUIRED TO IRRIGATE FROM THE TETON ISLAND FEEDER
CANAL AND WILL NOT BE ALLOWED TO IRRIGATE FROM THE CITY CULINARY WATER.
RECORDER'S CERTIFICATE
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF TETON VU - DIVISION NO. 1, IN MADISON COUNTY, IDAHO WAS FILED FOR
RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS ________ DAY OF ______________
20___ AT ________________ AND RECORDED UNDER INSTRUMENT NUMBER __________________
CITY 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
______________________________________________________________________
CITY CLERK
______________________________________________________________________
PLANNING AND ZONING OFFICIAL
VICINITY MAP (NOT TO SCALE)
REXBURG, IDAHO
SITEU.S
.
H
I
G
H
W
A
Y
1
9
1
STEGELMEIER LN
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MOODY RD
N
9
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MORAN VIEW RD
W 1460 N
SHEET 1 OF 3
3534 APOLENA AVE IDAHO FALLS, ID
435-633-3012
CLIENT
CIVIL SOLUTIONS
LOCATION
COPYRIGHT
ALL REPORTS, DESIGN, FIELD DATE,
FIELD NOTES, DRAWINGS,
SPECIFICATIONS,
CALCULATIONS, ESTIMATES OR ANY
REPRESENTATION CONTAINED
HEREON ARE THE SOLE PROPERTY
OF ELEVATED LAND SURVEYING
UNLESS PREVIOUSLY ESTABLISHED
BY PRECEDENCE OR AGREEMENT.
NO.REVISIONS BY DATE
DRAWN:
SURVEYED:
FIELD WORK:
DATE:
SJM
SJM
SJM
1-30-25
LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO
FINAL PLAT
TETON VU ESTATES DIVISION NO. 1
A SUBDIVISION OF THE CITY OF REXBURG,
LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO
2025
1
2
N89° 34' 09"E 500.95 FT
(WEST 500.00 FT (R1)
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INST. NO. 506229
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L5
L13
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L8
L11
L1
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L1
0
L9
342,229 SQ
7.856 AC
COMMON AREA
20,651 SQ
0.474 AC
R.O.W. DEDICATION
59'
133'
N3
0
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0
8
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3
3
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E
2
6
4
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1
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5
N89° 33' 49"E 264.19 FT
L2
0
S89° 33' 49"W 264.19 FT
L1
9
L1
L2
L3
L4
470.38
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L2
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S89° 33' 49"W 264.19 FT
L2
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N89° 33' 49"E 264.19 FT
L
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3
LO
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4
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5
LO
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6
LO
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7
LO
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8
LO
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9
LO
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1
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LO
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1
1
LO
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1
2
L
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1
3
L
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1
4
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2
BL
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1
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L
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1
BL
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5
L
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1
BL
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6
L
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1
BL
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K
7
LOT 1
BLOCK 8
LOT 1
BLOCK 10
LOT 1
BLOCK 9
LOT 1
BLOCK 11
COMMON AREA
LO
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1
LO
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2
LO
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3
LO
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4
LO
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5
LO
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6
LO
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7
LO
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8
LO
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9
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1
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LO
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1
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BLOCK 4
9
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6
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2
6
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S89° 33' 49"W 312.37 FT
S3
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N89° 33' 38"E 678.01 FT
S5
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5
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0
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4
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C1 N89° 33' 49"E 227.15 FT
L24N89° 58' 07"W 254.06 FT
C2
N6
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1
5
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5
3
"
W
2
3
5
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2
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L2
3
Line Table
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
LENGTH
80.00 FT
50.00 FT
80.00 FT
50.00 FT
33.00 FT
50.00 FT
50.00 FT
33.00 FT
33.00 FT
50.00 FT
50.00 FT
33.00 FT
33.00 FT
50.00 FT
55.00 FT
55.00 FT
55.00 FT
55.00 FT
55.00 FT
55.00 FT
55.00 FT
55.00 FT
136.71 FT
53.00 FT
DIRECTION
N59° 51' 27"W
N30° 08' 33"E
S59° 51' 27"E
S30° 08' 33"W
N59° 51' 27"W
N30° 08' 33"E
S30° 08' 33"W
S59° 51' 27"E
S89° 33' 49"W
N00° 26' 11"W
S89° 33' 49"W
N00° 26' 11"W
S89° 33' 49"W
N00° 26' 11"W
N59° 51' 27"W
S59° 51' 27"E
N59° 51' 27"W
S59° 51' 27"E
N00° 26' 11"W
S00° 26' 11"E
N00° 26' 11"W
S00° 26' 11"E
N60° 15' 53"W
N89° 58' 07"W
BLOCK POINT OF
BEGINNING
LOCATED FROM
P.O.B.
TIE LENGTH
668.85 FT
765.67 FT
99.75 FT
545.49 FT
603.30 FT
492.51 FT
637.47 FT
381.02 FT
348.07 FT
DIRECTION
N57° 19' 39"W
N89° 05' 41"W
N59° 59' 59"W
N71° 29' 17"W
N57° 14' 33"W
N32° 44' 08"W
N33° 02' 32"W
N15° 53' 09"W
N50° 54' 55"W
381.17 FT N82° 49' 23"W
1
2
3
4
5
6
7
8
9
10
Curve Table
CURVE #
C1
C2
ARC LENGTH
26.69 FT
50.55 FT
RADIUS
50.00 FT
97.50 FT
DELTA
030°34'46"
029°42'14"
CHORD BEARING
S75° 08' 48"E
N75° 07' 00"W
CHORD LENGTH
26.37 FT
49.98 FT
SHEET 2 OF 3
3534 APOLENA AVE IDAHO FALLS, ID
435-633-3012
CLIENT
CIVIL SOLUTIONS
LOCATION
COPYRIGHT
ALL REPORTS, DESIGN, FIELD DATE,
FIELD NOTES, DRAWINGS,
SPECIFICATIONS,
CALCULATIONS, ESTIMATES OR ANY
REPRESENTATION CONTAINED
HEREON ARE THE SOLE PROPERTY
OF ELEVATED LAND SURVEYING
UNLESS PREVIOUSLY ESTABLISHED
BY PRECEDENCE OR AGREEMENT.
NO.REVISIONS BY DATE
DRAWN:
SURVEYED:
FIELD WORK:
DATE:
SJM
SJM
SJM
1-30-25
20907
LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO
FINAL PLAT
S0
0
°
0
8
'
1
1
"
E
2
6
4
5
.
9
9
F
T
(
M
)
(R
S
1
-
N
0
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°
0
8
'
0
6
"
W
2
6
4
5
.
9
8
F
T
)
S89° 51' 44W
395.53 FT (TIE) (M)
14
9
.
8
0
F
T
(T
I
E
)
(
M
)
FOUND 3" BRASS MONUMENT
MARKED FORSGREN ASSOC LS 3020
MARKING CENTER QUARTER
CORNER OF S17, T 6 N, R 40 E, B.M.
CP&F INST. NO. 404629
FOUND 3" BRASS MONUMENT
MARKED FORSGREN ASSOC LS 3020
MARKING SOUTH QUARTER CORNER
OF S17, T 6 N, R 40 E, B.M.
CP&F INST. NO. 365323
FOUND 3" BRASS MONUMENT
MARKED FORSGREN ASSOC LS 3020
MARKING NORTH QUARTER CORNER
OF S17, T 6 N, R 40 E, B.M.
CP&F INST. NO. 404617
P.O.B.
BA
S
I
S
O
F
B
E
A
R
I
N
G
N0
0
°
0
8
'
1
6
"
W
2
6
3
2
.
6
0
F
T
(
M
)
(R
S
1
-
N
0
0
°
0
8
'
1
1
"
W
2
6
3
2
.
6
1
F
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)
TETON VU ESTATES DIVISION NO. 1
A SUBDIVISION OF THE CITY OF REXBURG,
LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO
2025
REFERENCES MADISON COUNTY IDAHO
S1 - REXBURG BUSINESS PARK PHASE 2 - FORSGREN ASSOCIATES INC- DAVID C. LEE PLS 10897 - INST. NO. 315062
S2 - THOMSON FARMS SUBDIVISION PHASE 3 - ENSIGN - DOUGLAS J. KINSMAN PLS 14344 - INST. NO. 420585
R1 - WARRANTY DEED - MAC BROTHERS HOLDINGS LLC - INST. NO. 448803
RS1 - CITY OF REXBURG SECTION CONTROL - INST NO. 422112
RS2 - RECORD OF SURVEY - RAY MCDOUGAL - THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 - INST. NO. 304730
RS3 - RECORD OF SURVEY - RAY MCDOUGAL - THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 - INST. NO. 309453
RS4 - RECORD OF SURVEY - RAY MCDOUGAL - THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 - INST. NO. 313085
RS5 - RECORD OF SURVEY - RAY MCDOUGAL - THOMPSON ENGINEERING - KEVIN L. THOMPSON PLS 10563 - INST. NO. 328687
RS6 - RECORD OF SURVEY - THATCHER SUMMIT INC - FORSGREN ASSOCIATES INC - JEFFERY M. ROWE PLS 13856 - INST. NO. 397168
LEGEND
BOUNDARY LINE
LOT LINE
PLSS SECTION LINE
STREET CENTERLINE
ADJOINING TITLE LINE
15 FT PUBLIC UTILITY EASEMENT (P.U.E.)
SET 12" IRON ROD AND CAP MARKED (PLS 20907)
FOUND 5 8" IRON ROD AND CAP (PLS 8252)
FOUND 5 8" IRON ROD NO CAP
FOUND 1
2" IRON ROD AND CAP (PLS KLT 10563)
GOVERMENT PLSS MONUMENT (CENTER QUARTER)
GOVERMENT PLSS MONUMENT (NORTH/SOUTH QUARTER)
MEASURED DISTANCE(M)(SQ FT)(AC)
INSTRUMENTINST.
NUMBERNO.
POINT OF BEGINNINGP.O.B.
P.O.B. TIE(TIE)
CORNER PERPETUATION AND FILING RECORDCP&F
SQUARE FEET ACRES
80 800
SCALE: 1" = 80'
N
(C.A.)COMMON AREA
BUILDABLE AREA (PRIVATE OWNERSHIP)
NOTES
ALL COMMON AREAS ARE A PUBLIC UTILITY EASEMENT.
ALL COMMON AREAS ARE A PRIVATE INGRESS/EGRESS EASEMENT.
(C.A.)
(C.A.)
(C.A.)
(C.A.)
SET 5 8" IRON ROD AND CAP MARKED (PLS 20907)
(C.A.)
8,920 SQ
0.205 AC
4,000 SQ
0.092 AC
50
.
0
0
F
T
11.00FT
5.00FT
33.00FT
5.00FT 23.00FT
5.00FT 22.00FT 5.00FT
23.00FT 5.00FT
33.00FT
5.00FT 11.00FT
50
.
0
0
F
T
11.00FT5.00FT
33.00FT5.00FT
23.00FT
5.00FT22.00FT5.00FT
23.00FT
5.00FT33.00FT
5.00FT
11.00FT
80.00FT
50
.
0
0
F
T
80.00FT
50
.
0
0
F
T
LOTS 1
BLOCKS 6-10
LOT 1
BLOCK 5
55
.
0
0
F
T
22.41FT
55
.
0
0
F
T
22.41FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
22.41FT
55
.
0
0
F
T
22.41FT
55
.
0
0
F
T
22.41FT
55
.
0
0
F
T
22.41FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT
55
.
0
0
F
T
21.94FT
21.94FT21.94FT
55
.
0
0
F
T
21.94FT
55
.
0
0
F
T
22.41FT
22.41FT
1,232 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,232 SQ
0.028 AC
1,232 SQ
0.028 AC
1,232 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
1,207 SQ
0.028 AC
LOTS 1 LOTS 2 LOTS 3 LOTS 4 LOTS 5 LOTS 6 LOTS 7 LOTS 8 LOTS 9 LOTS 10 LOTS 11 LOTS 12
LOTS 1 LOTS 2 LOTS 3 LOTS 4 LOTS 5 LOTS 6 LOTS 7 LOTS 8 LOTS 9 LOTS 10 LOTS 11 LOTS 12 LOTS 13 LOTS 14
BLOCKS 1, 3, & 4
BLOCK 2
SHEET 3 OF 3
3534 APOLENA AVE IDAHO FALLS, ID
435-633-3012
CLIENT
CIVIL SOLUTIONS
LOCATION
COPYRIGHT
ALL REPORTS, DESIGN, FIELD DATE,
FIELD NOTES, DRAWINGS,
SPECIFICATIONS,
CALCULATIONS, ESTIMATES OR ANY
REPRESENTATION CONTAINED
HEREON ARE THE SOLE PROPERTY
OF ELEVATED LAND SURVEYING
UNLESS PREVIOUSLY ESTABLISHED
BY PRECEDENCE OR AGREEMENT.
NO.REVISIONS BY DATE
DRAWN:
SURVEYED:
FIELD WORK:
DATE:
SJM
SJM
SJM
1-15-25
20907
LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO
FINAL PLAT
LEGEND
BOUNDARY LINE
LOT LINE
PLSS SECTION LINE
STREET CENTERLINE
ADJOINING TITLE LINE
15 FT PUBLIC UTILITY EASEMENT (P.U.E.)
SET 12" IRON ROD AND CAP MARKED (PLS 20907)
FOUND 5 8" IRON ROD AND CAP (PLS 8252)
FOUND 5 8" IRON ROD NO CAP
FOUND 1
2" IRON ROD AND CAP (PLS KLT 10563)
GOVERMENT PLSS MONUMENT (CENTER QUARTER)
GOVERMENT PLSS MONUMENT (NORTH/SOUTH QUARTER)
MEASURED DISTANCE(M)(SQ FT)(AC)
INSTRUMENTINST.
NUMBERNO.
POINT OF BEGINNINGP.O.B.
P.O.B. TIE(TIE)
CORNER PERPETUATION AND FILING RECORDCP&F
SQUARE FEET ACRES
(C.A.)COMMON AREA
BUILDABLE AREA (PRIVATE OWNERSHIP)
20 400
SCALE: 1" = 20'
TETON VU ESTATES DIVISION NO. 1
A SUBDIVISION OF THE CITY OF REXBURG,
LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 17,
TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
MADISON COUNTY, IDAHO
2025