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HomeMy WebLinkAboutPLAT Revision 5 7.2.26 - 25-01235 Moody Subdivision Shirley Vacate PUD (1)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: 7-1-2026 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. THIS PLAT IS TO BE A NEW PLAT OF THE SUBJECT PROPERTY UPON THE VACATION OF THE SHIRLEY SUBDIVISION. THE CITY PLANNING AND ZONING HAS INSTRUCTED ME TO VACATE THE PUBLIC ROAD AS WELL AS THE LOTS AND PRIVATE ROAD OF SAID SUBDIVISION SO THAT THERE ARE NOT TWO PLATS THAT THEY HAVE TO LOOK AT FOR THE ROAD INFORMATION. I BELIEVE THAT WE COULD HAVE DONE A REPLAT OF THE LOTS AND THE PRIVATE STREET AND LEAVE THE ROAD BUT AS THE CITY INSTRUCTED WE HAVE DONE IT THIS WAY. IT IS THE RESPONSIBILITY OF THE CITY TO FOLLOW STATE CODE IN VACATING THE WHOLE SUBDIVISION PRIOR TO THIS PLAT BEING RECORDED. THIS PLAT WILL BE RECORDED ONLY WHEN AN ORDINANCE NUMBER HAS BEEN GIVEN. 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 THE VACATED SHIRLEY SUBDIVISION AS FOUND IN THE MADISON COUNTY RECORDER'S OFFICE AS INSTRUMENT NUMBER 458678 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 VACATION OF ALL 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 VACATION ORDINANCE NUMBER 2026 20907 CANAL AND DITCHES FOR DITCH AND CANAL EASEMENTS REFER TO IDAHO CODE TITLE 42-1102 MOODY RD N 5 T H W N 2 N D E U.S. H W Y 2 0 N 1 0 0 0 W FO X T R O T T E R A V E W 14TH N 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 7-1-26 LOCATED IN THE SOUTHWEST QUARTER OF SECTION 7 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN FINAL PLAT 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 : 7 / 1 / 2 0 2 6 326,816 SQ 7.503 AC LOT 138 COMMON AREA N0 0 ° 1 7 ' 0 1 " W 5 6 . 2 3 F T C-1 S0 0 ° 2 5 ' 2 9 " E 7 6 5 . 0 0 F T L O T 3 3 BLOCK 1 L O T 3 2 L O T 3 1 L O T 3 0 L O T 2 9 L O T 2 8 L O T 2 7 L O T 2 6 L O T 2 5 L O T 2 4 L O T 2 3 L O T 2 2 L O T 2 1 L O T 2 0 L O T 1 9 L O T 1 8 L O T 1 7 L O T 1 6 L O T 1 5 L O T 1 4 L O T 1 3 L O T 1 2 L O T 1 1 L O T 1 0 L O T 9 L O T 8 L O T 7 L O T 6 L O T 1 2 6 L O T 1 2 5 L O T 1 2 4 L O T 1 2 3 L O T 1 2 2 L O T 1 2 1 L O T 1 2 0 L O T 1 1 9 L O T 1 1 8 L O T 1 1 7 L O T 1 1 6 L O T 1 1 5 L O T 1 1 4 L O T 1 1 2 L O T 1 1 3 LO T 3 6 LO T 3 5 LO T 3 4 LO T 3 7 LO T 3 8 LO T 3 9 LO T 4 0 LO T 4 1 LO T 4 2 LO T 4 3 LO T 4 4 LO T 4 5 LO T 4 6 LO T 4 7 LO T 4 8 LO T 4 9 LO T 5 0 LO T 5 1 LO T 5 2 LO T 5 3 LO T 5 4 LO T 5 5 LO T 5 6 LO T 5 7 LO T 5 8 LO T 1 2 7 LO T 1 2 8 LO T 1 2 9 LO T 1 3 0 LO T 1 3 1 LO T 1 3 2 LO T 1 3 3 LO T 1 3 4 LO T 5 9 LO T 6 0 LO T 6 1 LO T 6 2 LO T 6 3 LO T 6 4 LO T 6 5 LO T 6 6 LO T 6 7 LO T 6 8 LO T 1 0 2 LO T 1 0 1 LO T 1 0 0 LO T 9 9 LO T 9 8 LOT 135 LOT 136 LOT 137 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 97 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 LOT 91 LOT 90 LOT 89 LOT 88 LOT 87 LOT 86 LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 LOT 76 LOT 77 LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 BASIS OF BEARING N89° 38' 36"E 2674.47 FT (S1 - N89° 38' 36"E) N0 0 ° 2 1 ' 2 4 " W 51 . 5 0 F T C2 N89° 38' 36"E 186.00 FT N89° 38' 36"E 370.99 FT N89° 38' 36"E 186.92 FT N89° 38' 36"E 86.00 FT S53 ° 5 5 ' 5 3 " W 4 3 8 . 9 7 F T C3 S0 0 ° 2 1 ' 2 4 " E 44 . 1 5 F T N0 0 ° 2 1 ' 2 4 " W 8 6 . 0 0 F T N0 0 ° 2 1 ' 2 4 " W 3 2 8 . 8 0 F T N53 ° 5 5 ' 5 3 " E 2 2 9 . 5 3 F T S0 0 ° 2 5 ' 2 9 " E 4 6 2 . 7 8 F T 39 . 9 8 F T 98 . 0 5 F T 32.94 FT 34.50 FT33.00 FT 97 . 8 4 F T 34.50 FT 83.9 8 F T 121 . 8 9 F T L 2 L 3 L1 L5 L4 L7 L6 L8L9 L10 L11 N89° 38' 36"E 10.00 FTN89° 38' 36"E 20.00 FT N89° 38' 36"E 10.00 FT N89° 38' 36"E 10.00 FT N53° 55' 53"E 10.00 FT N53° 55' 53"E 10.00 FT N53° 55' 53"E 10.00 FT N53° 55' 53"E 10.00 FT N53° 55' 53"E 10.00 FT N00° 21' 24"W 10.00 FT N53° 55' 53"E 10.00 FT N53° 55' 53"E 10.00 FT N00° 25' 29"W 10.00 FT N0 0 ° 2 5 ' 2 9 " W 10 . 0 0 F T S0 0 ° 2 5 ' 2 9 " E 10 . 0 0 F T S0 0 ° 2 5 ' 2 9 " E 10 . 0 0 F T 221.40 FT 591.49 FT 273.02 FT 86 . 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 N 3 6 ° 0 4 ' 0 7 " W 4 6 . 0 0 F T 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 N 3 6 ° 0 4 ' 0 7 " W 4 6 . 0 0 F T 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 1 1 0 . 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 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 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 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 N0 0 ° 2 5 ' 2 9 " W 1 3 2 . 0 0 F T N89° 34' 31"E 46.00 FT S0 0 ° 2 5 ' 2 9 " E 1 3 2 . 0 0 F T S89° 34' 31"W 46.00 FT N0 0 ° 2 5 ' 2 9 " W 1 3 2 . 0 0 F T S0 0 ° 2 5 ' 2 9 " E 1 3 2 . 0 0 F T S89° 34' 31"W 46.00 FT N0 0 ° 2 5 ' 2 9 " W 1 1 0 . 0 1 F T N89° 35' 17"E 46.00 FT S0 0 ° 2 5 ' 2 9 " E 1 1 0 . 0 0 F T S89° 34' 31"W 46.00 FT N0 0 ° 2 5 ' 2 9 " W 6 6 . 0 0 F T S0 0 ° 2 5 ' 2 9 " E 6 6 . 0 0 F T S89° 34' 31"W 46.00 FT N0 0 ° 2 5 ' 2 9 " W 8 8 . 0 0 F T N89° 34' 31"E 46.00 FT S0 0 ° 2 5 ' 2 9 " E 8 8 . 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 F T N89° 38' 36"E 46.00 FT N0 0 ° 2 1 ' 2 4 " W 1 1 0 . 0 0 F T S0 0 ° 2 1 ' 2 4 " E 1 0 9 . 9 9 F T N89° 38' 36"E 46.00 FT N89° 38' 36"E 46.00 FT S0 0 ° 2 1 ' 2 4 " 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 N0 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 L16 L 1 7 L21 L 2 0 L18 L 1 9 L1 5 L14 28 4 . 0 0 F T 80 . 7 2 F T 77.0 8 F T 240 . 0 0 F T L 2 2 Line Table LINE # L14 L15 L16 L17 L18 L19 L20 L21 L22 LENGTH 17.96 FT 21.07 FT 33.08 FT 30.40 FT 39.03 FT 22.40 FT 35.06 FT 20.00 FT 20.00 FT DIRECTION N64° 32' 26"E N57° 58' 14"W N63° 30' 09"W N41° 30' 05"W S34° 29' 35"W S27° 05' 50"E N35° 12' 04"W S89° 34' 31"W N36° 04' 07"W 80 FT CANAL EASEMENT 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 : 7 / 1 / 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 7-1-26 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)T 3UBLI& 5I*HTO)W$Y (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 ) T H $ L ) W I D T H  I T D 5 I * H T  O )  W $ Y )$3 )  6 4 7 1 8 1 P.O.B. 20907 MOODY TOWNHOMES SUBDIVISION A VACATION OF ALL 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 VACATION ORDINANCE NUMBER 2026 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 F T S53 ° 5 5 ' 5 3 " W 6 6 . 0 0 F T N53° 55' 53"E 10.00 FT 80 FT CANAL EASEMENT 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 : 7 / 1 / 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 7-1-26 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' 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 MOODY TOWNHOMES SUBDIVISION A VACATION OF ALL 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 VACATION ORDINANCE NUMBER 2026