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Home My WebLink AboutPLAT Rev 2 2.7.25 - 24-01086 - Squires Subdivision Div No 3 (Rexburg WinCo Foods) - Plat-Reviewed-Corrections-Required (1)Author Name Author Email Author Phone No.: Keith Davidson Keith.Davidson@rexburg.org 208-372-2320 Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165 Cole Hibbard Cole.Hibbard@rexburg.org 208-372-2154 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : Address : Approx 350 E Moody Rd Application Type : Document Filename : PLAT Rev 2 2.7.25 - 24-01086 - Squires Subdivision Div No 3 (Rexburg WinCo Foods) - 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 2 Callout Cole Hibbard : GIS Open 2 The Bearings don't match the Squires 1 and 2 plats. The outside legal description also has them different. 2 Callout Keith Davidson : PW Open 2 Access points into the Right of Way(TYP) have not been approved and will be handled through the site plan. They need to be removed from the plat. 2 Callout Keith Davidson : PW Open 2 This needs to be called out as an access easement for interconnectivity of lots # 24-01086 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: 02.20.2025 Approval of plans does not constitute approval of variance from code Page 1 of 1 SQUIRES SUBDIVISION - DIVISION NO. 3 PART OF SECTION 17, T.6N., R.40 E., B.M. Date: Drawn By: Job No.: SHEET: 01-24-0063 09/2024 RKB 2 of 2 PART OF THE N 1/2 OF THE NW 1/4 OF SECTION 17, TWP. 6 N, RANGE 40 E, B.M. CITY OF REXBURG, MADISON COUNTY, IDAHO SQUIRES SUBDIVISION - DIVISION NO. 3 SCALE: NTS VICINITY MAP EASTERN IDAHO RAIL ROAD MOODY RD. MAIN STREET LEGAL DESCRIPTION COMMENCING AT THE NORTHWEST CORNER OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, BEING MARKED BY AN ALUMINUM CAP AS SHOWN ON THE CORNER PERPETUATION AND FILING, INSTRUMENT NO. 399694, THENCE S 00°11'00" W ALONG THE WEST LINE OF SECTION 17, 242.75 FEET; THENCE LEAVING SAID SECTION LINE N 89°43'49" E, 50.00 FEET TO A SET CHISELED X IN TOP OF WALK, ON THE EAST RIGHT-OF-WAY OF NORTH 2ND EAST, ALSO BEING THE TRUE POINT OF BEGINNING; THENCE S 00°11'00" W ALONG SAID RIGHT-OF-WAY, 658.06 FEET TO A SET CHISELED X IN TOP OF WALK; THENCE LEAVING SAID RIGHT-OF-WAY N 89°34'28" E, 235.54 FEET TO A FOUND 1/2 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13856; THENCE N 00°04'09" E, 282.52 FEET TO A FOUND 2 INCH ALUMINUM CAP, MARKED PLS 10987; THENCE N 89°41'33" E, 521.02 FEET TO A FOUND 5/8 INCH REINFORCED IRON ROD; THENCE N 89°48'05" E, 941.45 FEET TO A SET 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933; THENCE N 00°08'22" W, 197.59 FEET TO A SET 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933; THENCE WEST, 219.89 FEET TO A SET 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933; THENCE NORTH, 368.27 FEET TO A SET 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933, ALSO BEING THE SOUTH RIGHT-OF-WAY OF MOODY HIGHWAY; THENCE S 89°42'06" W ALONG SAID RIGHT-OF-WAY, 672.30 FEET TO A POINT ON THE EAST LINE OF SQUIRES SUBDIVISION NO. 2, INSTR. # 4621387, ALSO A SET A 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933; THENCE LEAVING SAID RIGHT-OF-WAY S 00°15'42" E ALONG SAID EAST LINE OF SQUIRES SUBDIVISION NO. 2, 223.96 FEET TO A SET 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933, MARKING THE SOUTHEAST CORNER OF SQUIRES SUBDIVISION NO. 2; THENCE S 89°44'08" W ALONG THE SOUTH LINE OF SQUIRES SUBDIVISION NO. 2, 311.00 FEET TO A SET 5/8 INCH REINFORCED IRON ROD WITH A PLASTIC CAP, MARKED PLS 13933, MARKING THE SOUTHWEST CORNER OF SQUIRES SUBDIVISION NO. 2; THENCE N 00°14'52" W ALONG THE WEST LINE OF SQUIRES SUBDIVISION NO. 2, 32.99 FEET TO THE SOUTHEAST CORNER OF SQUIRES SUBDIVISION NO. 1, INSTR. # 459807, AND A SET CHISELED X IN TOP WALK; THENCE S 89°44'32" W ALONG THE SOUTH LINE OF SAID SQUIRES SUBDIVISION NO. 1, 84.19 FEET TO POINT ON A CURVE TO THE RIGHT, ALSO A SET CHISELED X IN TOP OF WALK; THENCE ALONG SAID CURVE TO THE RIGHT 24.47' (CURVE DATA: RADIUS=15.50', DELTA=90°27'04", CHORD= N 45°01'56" W, 22.01'), ALSO A SET CHISELED X IN TOP OF WALK; THENCE N 00°11'35" E ALONG THE WEST LINE OF SQUIRES SUBDIVISION NO. 1, 166.70 FEET TO THE SOUTH RIGHT-OF-WAY OF MOODY HIGHWAY, ALSO A SET CHISELED X IN TOP OF WALK; THENCE S 89°43'31" W ALONG SAID RIGHT-OF-WAY, 40.70 FEET TO A POINT ON A NON-TANGENT CURVE TO THE RIGHT, ALSO A SET CHISELED X IN TOP OF WALK; THENCE LEAVING SAID RIGHT-OF-WAY, AND ALONG SAID NON-TANGENT CURVE TO THE RIGHT 13.84' (CURVE DATA: RADIUS=25.50', DELTA=31°06'14", CHORD= S 15°22'07" E, 13.67'), ALSO A SET CHISELED X IN TOP OF WALK; THENCE S 00°11'00" W, 153.67 FEET TO A POINT ON A CURVE TO THE RIGHT, ALSO A SET CHISELED X IN TOP OF WALK; THENCE ALONG SAID CURVE TO THE RIGHT 24.22' (CURVE DATA: RADIUS=15.50', DELTA=89°32'49", CHORD= S 44°57'24" W, 21.83'), ALSO A SET CHISELED X IN TOP OF WALK; THENCE S 89°43'49" W, 341.26 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINING +/- 18.10 ACRES. YELLO WSTONE HIGHWAY RRIGATION 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 FROM 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 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 FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATED TO PLATS AND SURVEYS. __________________________________________________________ PROFESSIONAL LAND SURVEYOR LICENSE NO. DATE HEALTH DISTRICT CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50 CHAPTER 13 HAVE BEEN SATISFIED BASED ON THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 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 LINES 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. ___________________________________________________________ HEALTH DISTRICT SIGNATURE DATE ASSESSOR'S / TREASURER'S CERTIFICATE I THE UNDERSIGNED COUNTY TREASURER AND COUNTY ASSESSOR IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT. ___________________________________________________________ COUNTY ASSESSOR DATE ___________________________________________________________ COUNTY TREASURER DATE OWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT I THE UNDERSIGNED, A TRUSTEES OF RUSSELL D. SQUIRES AND DARLA J. SQUIRES, TRUSTEES UNDER THAT CERTAIN REVOCABLE LIVING TRUST, OWNER OF THE TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE CAUSED THE SAME TO BE PLATTED INTO BLOCKS, LOTS TO BE HEREAFTER KNOWN AS SQUIRES SUBDIVISION, DIVISION NO. 3 , CITY OF REXBURG, MADISON COUNTY, IDAHO. THE CROSS ACCESS ARE DEDICATED FOR ACCESS TO AND USE OF THE LOTS DESCRIBED HEREIN. THE LOTS WITHIN THIS SUBDIVISION ARE ELIGIBLE TO RECEIVE WATER AND SEWER SERVICE FROM THE CITY OF REXBURG, IDAHO AND SAID MUNICIPALITY HAS AGREED TO SERVE SAID LOTS. IN WITNESS WHEREOF THE UNDERSIGNED HAVE DULY SIGNED THIS CERTIFICATE ON THIS _____DAY OF _______, 2025 RUSSELL D. SQUIRES AND DARLA J. SQUIRES, TRUSTEES UNDER THAT CERTAIN REVOCABLE LIVING TRUST ____________________________________________________________ RUSSELL D. SQUIRES & DARLA J. SQUIRES (TRUSTEES) ACKNOWLEDGMENT STATE OF IDAHO ) ) ss. COUNTY OF __________________ ) LLC ACKNOWLEDGEMENT ON THIS _______ DAY OF __________________, 2025 , BEFORE ME, APPEARED ______________________, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF THE FORGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY CORPORATION, AND 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 CERTIFICATED FIRST ABOVE WRITTEN. _____________________________________ NOTARY PUBLIC FOR _________________ RESIDING AT _________________________ MY COMMISSION EXPIRES ___________________ SURVEYOR'S CERTIFICATE I, MARK JON HOKANSON, PROFESSIONAL LAND SURVEYOR NO.13933-IDAHO, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH LAW(S), CHAPTER 15, TITLE 55 & CHAPTER 13, TITLE 50, IDAHO CODE. 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 WITH IN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL 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 WITH OUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE. 2N D E A S T US H W Y 2 0 FLOOD PLAIN: THE SUBJECT PROPERTY IS IN ZONE X - AREA OUTSIDE THE 500 YR FLOOD PLAIN. SHOWN ON FEMA F.I.R.M. MAP 16065C0010D, DATED JUNE 03, 1991. RECORDER CERTIFICATE I HEREBY CERTIFY THAT THE FOREGOING PLAT OF SQUIRES SUBDIVISION, DIVISION NO. 3 IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THIS DAY OF ________________, 2025 AT _______. M. AND RECORDED UNDER INSTRUMENT NUMBER_________ __________________________________________________________ MADISON COUNTY RECORDER DATE: CITY ACCEPTANCE THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY CITY OF REXBURG, IDAHO THIS ______ DAY OF____________, 2024. ______________________________________________ MAYOR ______________________________________________ CITY ENGINEER ______________________________________________ CITY CLERK ______________________________________________ PLANNING AND ZONING OFFICIAL SQUIRES SUBDIVISION - DIVISION NO. 3 PART OF SECTION 17, T.6N., R.40 E., B.M. Date: Drawn By: Job No.: SHEET: 01-24-0063 09/2024 RKB 1 of 2 PRELIMINARY FOUND 1/2" REBAR FOUND 5/8" REBAR FOUND 2" ALUMINUM CAP EASEMENT LINE SECTION LINE BOUNDARY LINE SET 5/8" REBAR, "PLS 13933" POINT OF BEGINNING SET CHISELED "X", TOP OF WALK ADJOINING PROPERTY LINE CALCULATED POINT, NOTHING FOUND OR SET NW CORNER SEC 17 FOUND REBAR W/ALUMINUM CAP CP&F INS. #399694 W 1/4 CORNER SEC 17 FOUND MAG NAIL W/WASHER CP&F INS. #413577 N 1/4 CORNER SEC 17 FOUND BRASS CAP CP&F INS. #404617 B E E H I V E F E D E R A L C R E D I T U N I O N I N S T R . #4 2 9 4 4 4 B H L A N D D E V E L O P M E N T L L C I N S T R . #4 3 9 9 1 8 D E V E L O P M E N T W O R K S H O P L L C I N S T R . #3 5 4 8 9 1 T A Y L O R C O R P D B A A R T C O I N S T R . #1 6 3 1 1 2 C I T Y O F R E X B U R G I N S T R . #3 9 2 8 2 1 T A Y L O R C O R P D B A A R T C O I N S T R . #1 7 0 4 5 3 (S E E N O T E N o . 3 ) S Q U I R E S R U S S E L L D A N D D A R L A J R E V O C A B L E L I V I N G T R U S T I N S T R . # 2 8 9 3 4 6 P.O.B. PART OF THE N 1/2 OF THE NW 1/4 OF SECTION 17, TWP. 6 N, RANGE 40 E, B.M. CITY OF REXBURG, MADISON COUNTY, IDAHO SQUIRES SUBDIVISION - DIVISION NO. 3 N 0' 50' 100' 200' 300' Scale: 1"=100' GRAPHIC SCALE SECTION CORNER FND. QUARTER SECTION CORNER FND. LEGEND SURVEYOR'S CERTIFICATE I, MARK JON HOKANSON, PROFESSIONAL LAND SURVEYOR NO.13933-IDAHO, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH LAW(S), CHAPTER 15, TITLE 55 & CHAPTER 13, TITLE 50, IDAHO CODE. LOT 5LOT 6 LOT 7 2.45 ACRES 1.37 ACRES 1.45 ACRES LOT 4 12.51 ACRES BLOCK 1 BLOCK 1BLOCK 1 BLOCK 1 REFERENCES NARRATIVE & NOTES: 1. THIS SURVEY WAS COMPLETED AT THE REQUEST OF THE CLIENT TO ESTABLISH A 4 LOT PLAT . 2. THE LEGAL DESCRIPTION FOR THIS PLAT, INST. No. 289346, HAS CARDINAL BEARINGS, AND MULTIPLE EXCEPTIONS THAT ARE CARDINAL OR METES & BOUNDS. THE BOUNDARY SHOWN ON THIS PLAT WAS ESTABLISHED FROM EXISTING RECORD OF SURVEYS, FOUND MONUMENTS, AND MATERIAL EVIDENCE. THE DETAILS OF THE ESTABLISHED BOUNDARY IS SHOWN ON RECORD OF SURVEY INSTRUMENT No. 465290, PREVIOUSLY FILE WITHIN MADISON COUNTY. 3. WARRANTY DEED 170453 HAS OBVIOUS ERRORS IN ITS LOCATION AND CANNOT EXIST IN THE LOCATION DESCRIBED IN SAID WARRANTY DEED. THE EVIDENCE ON THE GROUND, MAPS, AND LONG STANDING MONUMENTS REFLECT A LOCATION AND INTENT OF THE PARCEL. THE DEEDS 163112, 185402, THE BOUNDARY LINE TO THE NORTH, AND THE RAILROAD RIGHT-OF-WAY AGREE TO A LOCATION THAT IS IN PERFECT HARMONY WITH THE CURRENT FOUND EVIDENCE. THAT LOCATION IS REPRESENTED ON THIS MAP. 4. ACCESS TO THE PRIVATE ROAD WILL BE DETERMINED WITH THE SITE PLAN. 5. THIS SUBDIVISION IS SUBJECT TO A BLANKET EASEMENT FOR UTILITIES, AND ARE SUBJECT TO RECIPROCAL EASEMENTS FOR THE UTILITIES INSTALLATION, CONNECTIONS, MAINTENANCE AND REPAIR. 6. THE 30.0 FOOT PUBLIC ACCESS AND UTILITY EASEMENT ON LOT 7 BLOCK 1, IS FOR THE USE OF LOTS 4, 5, AND 6 BLOCK 1. 7. LOT 4 BLOCK 1 WILL HAVE AN OPEN ACCESS AND UTILITY EASEMENT FOR THE USE OF LOTS 5, 6, AND 7 BLOCK 1. 8. A 30.0 FT SQUARE FUTURE TEMPORARY CONSTRUCTION EASEMENT FOR THE CONSTRUCTING AN ACCESS TO THE ADJACENT PARCEL TO THE SOUTH. IF FUTURE DEVELOPMENT DOES NOT ACCESS AT THIS POINT THE EASEMENT WOULD BE VACATED. 9. THE LOCATIONS SHOWN FOR THE ACCESSES ARE APPROXIMATE. THE TRUE LOCATION, SIZE, AND DETAILS ARE SHOWN ON THE SITE WITHIN THE CITY OF REXBURG. 15 Ft. PUBLIC UTILITY EASEMENT *=:Ñ:6ILN<JÑ9FNOÑC6O8=ÑO=:Ñ)HLLI:JÑ ¤Ñ 88:JJÑGFLNOJÑLNOFÑO=:Ñ(L<=OÑF;Ñ -6QC*IFÞÑ=6M:ÑNFOÑ7::NÑ6GGIFM:9Ñ 6N9ÑOLBBÑ7:Ñ=6N9B:9ÑO=IFL<=ÑO=:ÑJLO:Ñ GB6NÑ*=:QÑN::9ÑOFÑÑ7:ÑI:CFM:9Ñ;IFC *=LJÑN::9JÑOFÑ7:Ñ86BB:9ÑFLOÑ6JÑ6NÑ 688:JJÑ:6J:C:NOÑ;FIÑ LNO:I8FNN:8OLMLOQÑF;ÑBFOJ