HomeMy WebLinkAboutPLAT Revision 3 6.1.26 - 25-01235 - Moody Townhomes - PUD Plat-Reviewed-Corrections-Required (1)Author Name Author Email Author Phone No.:
Keith Davidson keith.davidson@rexburg.org 208-372-2320
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 : 396 W Moody Rd
Application Type :
Document Filename : PLAT Revision 3 6.1.26 - 25-01235 - Moody Townhomes - PUD Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Moody
Subdivision plat-
Sub 18x27 (2)
Callout Cole Hibbard : GIS Open 2 This Bearing does not match the boundary Description. should
be 17' 01
# 25-01235
Planned Unit Development Plat
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 06-16-2026 08:25:11
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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SURVEYOR'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: 3-25-2026
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 HUNT DAY ENGINEERING. THE BASIS OF BEARING IS NORTH 89° 38' 36" EAST 2674.47 FEET FROM THE FOUND SOUTHWEST
CORNER AND THE SOUTH QUARTER CORNER OF SECTION 7, 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. FOUND EVIDENCES AND MONUMENTS ARE REPRESENTED HEREON.
IN RETRACING THE SUBJECT PROPERTY I LOCATED VARIOUS CORNERS AS SHOWN ON THE SHIRLEY SUBDIVISION
INSTRUMENT NUMBER 458678. I LOCATED THE CORNERS AS SHOWN ON SAID PLAT AND HAVE HELD THEM AS 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.
OWNERS' DEDICATION
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED MARCO DIAZ, 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, COMMON AREAS AND EASEMENTS, WHICH PLAT SHALL HEREAFTER BE KNOWN AS MOODY
TOWNHOMES SUBDIVISION IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO.
BE IT FURTHER KNOWN THAT OWNER DOES HEREBY DEDICATE GRANT AND CONVEY TO THE PUBLIC, ALL STREETS AND
RIGHTS-OF-WAY SHOWN HEREON, THAT OWNER ALSO DOES HEREBY GRANT AND CONVEY THE EASEMENTS AS SHOWN AS
THE COMMON AREA AND AS SHOWN HEREON. SAID EASEMENTS 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.
OWNER DOES HEREBY GRANT AND CONVEY TO LOTS 1-137 BLOCK 1 A PRIVATE CROSS-ACCESS EASEMENT (CAE)AS SHOWN
AND DESCRIBED HEREON AND LABELED AS (C.A.), THE SAID PRIVATE CROSS-ACCESS EASEMENTS IS GRANTED BY THE
MUTUAL CONSENT AND AGREEMENT BETWEEN THE PARTIES, THE ADEQUACY AND RECEIPT OF WHICH IS HEREBY
ACKNOWLEDGED, THAT THE OWNER ALSO DOES HEREBY GRANT, BARGAIN, AND CONVEY TO THE OWNERS OF SAID LOTS
HEREAFTER REFERRED TO AS, BENEFITED CAE HOLDERS, THEIR LICENSEES, INVITEES, AGENTS, SUCCESSORS, AND
ASSIGNS, THE FULL AND FREE RIGHT FOR SAID BENEFITED CAE HOLDER/HOLDERS AND SAID BENEFITED CAE HOLDERS'
TENANTS, INVITEES, LICENSEES, AND VISITORS TO THE PRIVATE CROSS-ACCESS AGREEMENTS DESCRIBED HEREIN IN
COMMON WITH ALL PERSONS DESIGNATED TO HAVE A LIKE RIGHT AT ALL TIMES HEREAFTER, FOR INGRESS AND EGRESS
AND VEHICULAR ACCESS, AND A PERPETUAL EASEMENT FOR ROADWAY PURPOSES, ON AND ACROSS THE PROPERTY, THAT
OWNER ALSO DOES HEREBY GRANT AND CONVEY TO THE CITY OF REXBURG FOREVER A NON-EXCLUSIVE IRREVOCABLE
EASEMENT FOR RIGHT-OF-WAY FOR EMERGENCY VEHICLES AND EMERGENCY RESPONDERS, ACROSS THE CROSS-ACCESS
EASEMENTS.
OWNER, OR ITS HEIRS, SUCCESSORS OR ASSIGNS DO HEREBY WARRANT AND SHALL DEFEND SUCH DEDICATION AND
CONVEYANCES IN THE QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE COUNTY OF BONNEVILLE, OR EACH LOT
OWNER AS THE CASE MAY BE, AGAINST SAID OWNER AND ITS HEIRS AND 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.
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____.
________________________________________________________
MARCO DIAZ
ASSESSOR'S/TREASURER'S CERTIFICATE
I, THE UNDERSIGNED COUNTY ASSESSOR AND 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.
____________________________________________________________________________________________________
MADISON COUNTY TREASURER DATE MADISON COUNTY ASSESSOR DATE
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
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 SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST,
BOISE MERIDIAN. BASIS OF BEARING IS NORTH 89° 38' 36" EAST 2674.47 FEET ALONG THE SECTION LINE FROM THE FOUND
SOUTHWEST AND SOUTH QUARTER CORNERS OF SAID SECTION 7. PARCEL OF LAND MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE FOUND SOUTHWEST CORNER OF SAID SECTION 7 BEING THE TRUE POINT OF BEGINNING;
THENCE ALONG THE BOUNDARY LINES OF SAID SHIRLEY SUBDIVISION THE FOLLOWING (7) SEVEN COURSES:
1.NORTH 00° 17' 01" WEST 56.23 FEET TO THE RIGHT-OF-WAY OF U.S. HIGHWAY 20 AND TO A FOUND 5
8" IRON ROD AND CAP
MARKED PLS 13856 TO A POINT OF CURVATURE,
2.NORTHEASTERLY 215.42 FEET ALONG THE ARC OF A 8474.37 FOOT RADIUS CURVE TO THE RIGHT THROUGH A DELTA
ANGLE OF 1° 27' 23" (NOTE: LONG CHORD BEARS N53° 12' 12" EAST 215.41 FEET) TO A FOUND ITD RIGHT-OF-WAY
MONUMENT,
3.NORTH 53° 55' 53" EAST 1458.26 FEET TO A FOUND 5
8" IRON ROD AND CAP MARKED PLS 13856,
4.SOUTH 00° 00' 08" EAST 75.40 FEET TO A FOUND 5
8" IRON ROD AND CAP MARKED PLS 13856
5.SOUTH 53° 59' 37" WEST 334.54 FEET TO A FOUND 5
8" IRON ROD AND CAP MARKED PLS 13856
6.SOUTH 00° 25' 29" EAST 765.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF SAID MOODY ROAD AND TO A SET 5
8" IRON
ROD AND CAP MARKED PLS 20907
7.SOUTH 89° 38' 36" WEST 1086.02 FEET ALONG SAID NORTH RIGHT-OF-WAY LINE TO THE TRUE POINT OF BEGINNING
THE SUBJECT PARCEL CONTAINS 508,357 SQUARE FEET OR 11.670 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 MARCO DIAZ, KNOWN OR IDENTIFIED TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED IN
THE ATTACHED OWNERS' DEDICATION, ACKNOWLEDGED TO ME THAT HE IS AUTHORIZED TO EXECUTE THE SAME.
__________________________________________
NOTARY PUBLIC FOR THE STATE OF _________________
RESIDING AT: ______________________________
COMMISSION EXPIRATION DATE: ________________
RECORDER'S CERTIFICATE
I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF MOODY TOWNHOMES, 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 DATE
_____________________________________________________________________
CITY ENGINEER DATE
______________________________________________________________________
CITY CLERK DATE
______________________________________________________________________
PLANNING AND ZONING OFFICIAL DATE
VICINITY MAP (NOT TO SCALE)
REXBURG, IDAHO SHEET 1 OF 3
FLOOD ZONE NOTICE
THIS SUBDIVISION FALLS WITH ZONE X WHICH ARE DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS DENOTED
ON THE FLOOD INSURANCE RATE MAP NUMBER 16065C0020D DATED JUNE 3, 1991 AS FOUND ON THE FEMA WEBSITE.
IRRIGATION CERTIFICATE
ALL STATUTORY REQUIREMENTS OF IDAHO CODE HAVE BEEN MET, INCLUDING 31-3805. THE LOTS ON THIS PLAT WILL NOT
RECEIVE 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
___________________________________________________
IRRIGATION COMPANY
MOODY TOWNHOMES SUBDIVISION
A REPLAT ALL OF LOTS 1 - 8 IN BLOCK 1 AND THE SHIRLEY LANE A 50 FOOT PRIVATE ROAD OF THE SHIRLEY SUBDIVISION,
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
CITY OF REXBURG, MADISON COUNTY, ID
2026
20907
CANAL AND DITCHES
FOR DITCH AND CANAL EASEMENTS REFER TO IDAHO CODE TITLE 42-1102
MOODY RD
N
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SITE
3534 APOLENA AVE IDAHO FALLS, ID
435-633-3012
CLIENT
UTAH DEVELOPMENT GROUP
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
3-25-26
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP 6
NORTH, RANGE 40 EAST, BOISE MERIDIAN
FINAL PLAT
PRELIMINA
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THIS DOCUME
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BASIS OF BEARING
N89° 38' 36"E 2674.47 FT
(S1 - N89° 38' 36"E)
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10.00 FTN89° 38' 36"E
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N89° 38' 36"E
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N89° 38' 36"E
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N53° 55' 53"E
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N53° 55' 53"E
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N53° 55' 53"E
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N00° 21' 24"W
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.
0
0
F
T
N0
0
°
2
5
'
2
9
"
W
1
1
0
.
0
0
F
T
N89° 34' 31"E
46.00 FT
S0
0
°
2
5
'
2
9
"
E
1
1
0
.
0
0
F
T
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0
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5
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9
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W
1
3
2
.
0
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T
N89° 34' 31"E 46.00 FT
S0
0
°
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5
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9
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1
3
2
.
0
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T
S89° 34' 31"W 46.00 FT
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0
°
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5
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2
9
"
W
1
3
2
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0
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T
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9
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1
3
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0
0
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T
S89° 34' 31"W
46.00 FT
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0
°
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5
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9
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W
1
1
0
.
0
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T
N89° 35' 17"E 46.00 FT
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9
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1
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5
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6
6
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6
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0
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S89° 34' 31"W
46.00 FT
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0
°
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5
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9
"
W
8
8
.
0
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T
N89° 34' 31"E
46.00 FT
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5
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2
9
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8
8
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0
0
F
T
N0
0
°
2
1
'
2
4
"
W
8
8
.
0
0
F
T
S89° 38' 36"W
46.00 FT
S0
0
°
2
1
'
2
4
"
E
8
8
.
0
0
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T
N89° 38' 36"E 46.00 FT
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0
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4
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W
1
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T
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9
9
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T
N89° 38' 36"E
46.00 FT
N89° 38' 36"E
46.00 FT
S0
0
°
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1
'
2
4
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E
6
6
.
0
0
F
T
S89° 38' 36"W
46.00 FT
N0
0
°
2
1
'
2
4
"
W
6
6
.
0
0
F
T
N89° 38' 36"E 110.00 FT
S0
0
°
2
1
'
2
4
"
E
46
.
0
0
F
T
S89° 38' 36"W 110.00 FT
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0
°
2
1
'
2
4
"
W
46
.
0
0
F
T
N89° 38' 36"E 88.00 FT
S0
0
°
2
1
'
2
4
"
E
46
.
0
0
F
T
S89° 38' 36"W 88.00 FT
N89° 38' 36"E 88.00 FT
S0
0
°
2
1
'
2
4
"
E
4
6
.
0
0
F
T
S89° 38' 36"W 88.00 FT
N0
0
°
2
1
'
2
4
"
W
46
.
0
0
F
T
N53
°
5
5
'
5
3
"
E
1
1
0
.
0
0
F
T
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
F
T
S53
°
5
5
'
5
3
"
W
1
1
0
.
0
0
F
T
N53
°
5
5
'
5
3
"
E
1
1
0
.
0
0
F
T
N
3
6
°
0
4
'
0
7
"
W
4
6
.
0
0
F
T
S53
°
5
5
'
5
3
"
W
1
1
0
.
0
0
F
T
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
F
T
N53
°
5
5
'
5
3
"
E
1
1
0
.
0
0
F
T
S53
°
5
5
'
5
3
"
W
1
1
0
.
0
0
F
T
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
F
T
S0
0
°
2
1
'
2
4
"
E
46
.
0
0
F
T
N89° 38' 36"E 66.00 FT
N0
0
°
2
1
'
2
4
"
W
46
.
0
0
F
T
S89° 38' 36"W 66.00 FT
N89° 38' 36"E 110.00 FT
S0
0
°
2
1
'
2
4
"
E
4
6
.
0
0
F
T
S89° 38' 36"W 110.00 FT
N0
0
°
2
1
'
2
4
"
W
46
.
0
0
F
T
N89° 38' 36"E 110.00 FT
S0
0
°
2
1
'
2
4
"
E
4
6
.
0
0
F
T
S89° 38' 36"W 110.00 FT
N89° 38' 36"E 132.00 FT
S0
0
°
2
1
'
2
4
"
E
4
6
.
0
0
F
T
S89° 38' 36"W 132.00 FT
N0
0
°
2
1
'
2
4
"
W
4
6
.
0
0
F
T
N89° 38' 36"E 132.00 FT
S0
0
°
2
1
'
2
4
"
E
46
.
0
0
F
T
S89° 38' 36"W 132.00 FT
N89° 38' 36"E 110.00 FT
S89° 38' 36"W 110.00 FT
N0
0
°
2
1
'
2
4
"
W
46
.
0
0
F
T
N89° 38' 36"E 110.00 FT
S0
0
°
2
1
'
2
4
"
E
4
6
.
0
0
F
T
S89° 38' 36"W 110.00 FT
N0
0
°
2
1
'
2
4
"
W
4
6
.
0
0
F
T
L1
3
S89° 38' 36"W
10.00 FT
N53
°
5
5
'
5
3
"
E
1
4
5
8
.
2
6
F
T
1086.02 FT
39.50 FT
39.50 FT
Line Table
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
LENGTH
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
20.00 FT
DIRECTION
N00° 21' 24"W
N36° 04' 07"W
S36° 04' 07"E
S00° 21' 24"E
N00° 21' 24"W
S00° 21' 24"E
N00° 21' 24"W
N89° 29' 14"E
S89° 49' 43"W
N89° 32' 45"E
S89° 34' 31"W
S36° 04' 07"E
S00° 19' 56"E
Curve Table
CURVE #
C1
C2
C3
ARC LENGTH
215.42 FT
54.19 FT
33.16 FT
RADIUS
8474.37 FT
34.50 FT
35.00 FT
DELTA
001°27'23"
090°00'00"
054°17'17"
CHORD BEARING
N53° 12' 12"E
N44° 38' 36"E
S26° 47' 14"W
CHORD LENGTH
215.41 FT
48.79 FT
31.94 FT
16.73 FT
N89° 38' 36"E 1085.92 FT
42,898 SQ
0.985 AC
RIGHT-OF-WAY DEDICATION
PRELIMINA
R
Y
THIS DOCUME
N
T
S
H
A
L
L
N
O
T
B
E
R
E
C
O
R
D
E
D
F
O
R
A
N
Y
P
U
R
P
O
S
E
.
PRELIMINARY
R
E
L
E
A
S
E
D
A
T
E
:
3
/
2
5
/
2
0
2
6
FOUND BRASS CAP MARKING SOUTH
QUARTER CORNER OF SEC 7, T6N,
R40E, B.M. CP&F 404616
SHEET 2 OF 3
3534 APOLENA AVE IDAHO FALLS, ID
435-633-3012
CLIENT
UTAH DEVELOPMENT GROUP
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
1-21-26
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP 6
NORTH, RANGE 40 EAST, BOISE MERIDIAN
FINAL PLAT
REFERENCES MADISON COUNTY IDAHO
S1 - SHIRLEY SUBDIVISION - TETON VIEW SURVEYING - PLS 13856 - INST. NO. 458678
RS1 - PHILLIP RUSSELL - TETON VIEW SURVEYING - PLS 13856 - INST. NO. 440594
ROW1 - HWY 20 RIGHT-OF-WAY PLANS FAP F-6471(81)
50 1000
SCALE: 1" = 50'
N
NOTES
ALL COMMON AREAS ARE A PUBLIC UTILITY EASEMENT.
ALL COMMON AREAS ARE A PRIVATE INGRESS/EGRESS EASEMENT FOR LOTS 1-137 BLOCK 1.
ALL COMMON AREA TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION
LEGEND
BOUNDARY LINE
LOT LINE
STREET CENTERLINE
ADJOINING TITLE LINE
FOUND 5 8" IRON ROD AND CAP (PLS 13856)
FOUND ITD RIGHT-OF-WAY MONUMENT
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)
SET 5 8" IRON ROD AND CAP MARKED (PLS 20907)
SECTION LINE
EXISTING 80 FT CANAL EASEMENT
SET 12" IRON ROD & PLASTIC CAP MARKED "PLS 20907"
FOUND ALUMINUM CAP MARKING
THE SOUTHWEST CORNER OF SEC.
7, T 6 N, R 40 E, B.M.
CP&F 392426
MOODY ROAD
79-FT PUBLIC RIGHT-OF-WAY
MOODY TOWNHOMES SUBDIVISION
A REPLAT ALL OF LOTS 1 - 8 IN BLOCK 1 AND THE SHIRLEY LANE A 50 FOOT PRIVATE ROAD OF THE SHIRLEY SUBDIVISION,
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
CITY OF REXBURG, MADISON COUNTY, ID
2026
(C.A.)
(C.A.)
(C.A.)
(C.A.)
(C.A.)
(C.A.)
(C.A.)
(C.A.)
(C.A.)
(C.A.)
SEE SHEET 3
U.S.
H
I
G
H
W
A
Y
2
0
120-
F
T
H
A
L
F
W
I
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H
,
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H
T
-
O
F
-
W
A
Y
FAP
F
-
6
4
7
1
(
8
1
)
P.O.B.
20907
This Bearing does not
match the boundary
Description. should be
17' 01
N53
°
5
5
'
5
3
"
E
1
4
5
8
.
2
6
F
T
S0
0
°
0
0
'
0
8
"
E
75
.
4
0
F
T
S53
°
5
9
'
3
7
"
W
3
3
4
.
5
4
F
T
L
O
T
8
L
O
T
7
L
O
T
6
L
O
T
5
L
O
T
4
L
O
T
3
L
O
T
2
L
O
T
1
N53
°
5
5
'
5
3
"
E
95.0
7
F
T
L
1
2
N53° 55' 53"E
3.59 FT
N53
°
5
5
'
5
3
"
E
1
1
0
.
0
0
F
T
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
F
T
S53
°
5
5
'
5
3
"
W
1
1
0
.
0
0
F
T
N53
°
5
5
'
5
3
"
E
6
6
.
0
0
F
T
S
3
6
°
0
4
'
0
7
"
E
4
6
.
0
0
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T
S53
°
5
5
'
5
3
"
W
6
6
.
0
0
F
T
N53° 55' 53"E
10.00 FT
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
1,012 SQ
0.023 AC
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
22
.
0
0
F
T
46.00 FT
22
.
0
0
F
T
PRELIMINA
R
Y
THIS DOCUME
N
T
S
H
A
L
L
N
O
T
B
E
R
E
C
O
R
D
E
D
F
O
R
A
N
Y
P
U
R
P
O
S
E
.
PRELIMINARY
R
E
L
E
A
S
E
D
A
T
E
:
3
/
2
5
/
2
0
2
6
50 1000
SCALE: 1" = 50'
N
SEE SHEET 2
SHEET 3 OF 3
3534 APOLENA AVE IDAHO FALLS, ID
435-633-3012
CLIENT
UTAH DEVELOPMENT GROUP
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
1-21-26
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP 6
NORTH, RANGE 40 EAST, BOISE MERIDIAN
FINAL PLAT
LEGEND
BOUNDARY LINE
LOT LINE
STREET CENTERLINE
ADJOINING TITLE LINE
FOUND 5 8" IRON ROD AND CAP (PLS 13856)
FOUND ITD RIGHT-OF-WAY MONUMENT
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)
SET 5 8" IRON ROD AND CAP MARKED (PLS 20907)
SECTION LINE
EXISTING 80 FT CANAL EASEMENT
SET 12" IRON ROD & PLASTIC CAP MARKED "PLS 20907"
5 UNIT BUILDING LAYOUT
SCALE 1" = 30'
6 UNIT BUILDING LAYOUT
SCALE 1" = 30'
4 UNIT BUILDING LAYOUT
SCALE 1" = 30'
3 UNIT BUILDING LAYOUT
SCALE 1" = 30'
MOODY TOWNHOMES SUBDIVISION
A REPLAT ALL OF LOTS 1 - 8 IN BLOCK 1 AND THE SHIRLEY LANE A 50 FOOT PRIVATE ROAD OF THE SHIRLEY SUBDIVISION,
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN
CITY OF REXBURG, MADISON COUNTY, ID
2026
U.S.
H
I
G
H
W
A
Y
2
0
PARCEL NO. RP06N40E076169
CALL FAMILY TRUST
QUIT CLAIM DEED
INST. NO. 365313
PARCEL NO. RP04MG1001004D
RNMM HOLDINGS LLC
QUIT CLAIM DEED
INST. NO. 452935
20907