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HomeMy WebLinkAboutTeton River Subdivision_Final Plat_Approved_121823 (1)39 . 5 ' P R O P O S E D RI G H T O F W A Y 39.5' PROPOSED RIGHT OF WAY 39.5' PROPOSED RIGHT OF WAY N:797946.47 E:757066.77 62 . 5 ' P R O P O S E D RI G H T O F W A Y EXIS T I N G 1 0 ' IDA H O T R A N S P O R T A T I O N DEP A R T M E N T E A S E M E N T INS T . N O . 1 7 5 5 4 7 E X I S T I N G 3 0 ' I D A H O T R A N S P O R T A T I O N D E P A R T M E N T E A S E M E N T I N S T . N O . 1 7 5 5 4 7 EX I S T I N G 3 3 ' PR E S C R I P T I V E RI G H T O F W A Y E A S E M E N T SE E N O T E 4 S0°14'07"E 2024.73' S8 9 ° 3 8 ' 5 3 " W 4 7 5 . 0 7 ' L1 L2 L3 S8 9 ° 3 8 ' 5 3 " W 1 1 8 9 . 9 3 ' N0°14'07"W 2581.81' C 1 L 4 N8 9 ° 4 4 ' 5 3 " E 1 6 3 8 . 0 5 ' S5°54'22"E 610.63 ' L5 S0°14'07"E 646.50' N8 9 ° 4 5 ' 5 3 " E 61 1 . 5 9 ' N0°14'07"W 1503.68' S8 9 ° 4 5 ' 5 3 " W 17 3 4 . 2 9 ' S89°38'53"W 67.10' S0°14'07"E 1503.92' L14 L 7 L 6 L8 L 1 3 L 1 2 S8 9 ° 3 8 ' 5 3 " W 94 9 . 8 0 ' L11 S0°14'07"E 1506.27' L 1 0 N8 9 ° 4 5 ' 5 3 " E 94 9 . 7 9 ' L9 15 0 . 0 0 ' 407.04'1617.69' 312.09' 298.54' 920.93'1563.88' 39 . 5 ' P R O P O S E D RI G H T O F W A Y S8 9 ° 3 8 ' 5 3 " W 39 4 . 4 8 ' S0°14'07"E 1502.62' S0°14'08"E 2632.18' S0°14'08"E 607.62' S8 9 ° 4 5 ' 5 3 " W 7 5 0 . 0 0 ' S8 9 ° 4 5 ' 5 3 " W 1 0 6 5 . 0 0 ' S0°14'07"E 1619.80'12 4 . 9 3 ' 10 6 5 . 0 0 ' 160.47' 160.47' 39 . 5 ' P R O P O S E D RI G H T O F W A Y 39.5' PROPOSED RIGHT OF WAY 62 . 5 ' P R O P O S E D RI G H T O F W A Y 39.50'57.50' 15' 15 ' 15 ' 50' 15' 15' 15 ' 94' 1 5 ' N89°45'53"E 39.50' EXISTING 25' PRESCRIPTIVE RIGHT OF WAY EASEMENT EX I S T I N G 3 3 ' DE P A R T M E N T O F TR A N S P O R T A T I O N PR E S C R I P T I V E RI G H T O F W A Y E A S E M E N T SE E N O T E 4 EXISTING 25' PRESCRIPTIVE RIGHT OF WAY EASEMENT N89°44'53"E 93.32' 39.5' PROPOSED RIGHT OF WAY Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 Length 199.96' 150.00' 199.97' 32.12' 33.00' 25.69' 25.75' 25.77' 25.75' 25.46' 25.48' 25.72' 25.65' 25.69' Direction N0°21'02"W S89°38'53"W S0°21'02"E N58°27'24"E N89°45'53"E S44°53'50"W N44°45'53"E N45°17'37"W S45°14'07"E N44°45'53"E N45°17'37"W S44°42'23"W S44°51'51"W S45°22'11"E RM-IDAHO STATE RIGHT OF WAYRM-IDAHO STATE RIGHT OF WAY Curve Table Curve # C1 Length 67.31' Radius 3154.05' Delta 1°13'22" Chord Direction N56°19'47"E Chord Length 67.31' N0°21'02"W 39.50' 29.97'9.53' 29.87' S0°21'02"E 39.50' 9.63' TETON RIVER TEMPLE SUBDIVISION LOCATED IN THE S.E. 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO -2023- H O R R O C K S E N G I N E E R S N 0 150'300' SCALE: 1" = 150' SUBDIVISION BOUNDARY LINE LOT LINE PUBLIC UTILITIES EASEMENT LINE (P.U.E.) (OR AS NOTED OTHERWISE) FOUND P.L.S.S. CORNER AS NOTED SECTION LINE POINT OF BEGINNINGP.O.B. SET 1/2" REBAR W/ PLASTIC CAP - P.L.S. 19961 THE BEARINGS SHOWN ARE BASED UPON THE EAST LINE OF SECTION 7 BETWEEN FOUND MONUMENTS. DISTANCES SHOWN ARE BASED UPON A MODIFIED EAST ZONE, IDAHO STATE PLANE COORDINATE SYSTEM (NAD83), WITH A COMBINED SCALE FACTOR OF 1.0002720608, SCALED FROM COORDINATES 0,0. SET 5/8" REBAR WITH PLASTIC CAP - P.L.S. 19961 1.RIGHT-OF-WAY CONVEYED TO THE CITY OF REXBURG PURSUANT TO OWNERS DEDICATION ON SHEET 2 OF THIS PLAT. 2.TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 11.87 ACRES. 3.MONUMENTS FALLING WITHIN MOODY RD. AND N. 2ND. ST. E. WERE NOT SET DUE TO SAFETY CONCERNS AND LIKELIHOOD OF DISTURBANCE. WITNESS CORNERS WERE SET AS SHOWN HEREON. 4.PER CITY OFFICIALS, THE OWNERSHIP AND MAINTENANCE OF N. 2ND. ST. E. BELONGS TO CITY OF REXBURG. THE EXISTING 33-FOOT EASEMENT IS SHOWN FOR REFERENCE ONLY. 2194 Snake River Parkway Suite 205 Idaho Falls, Idaho Main: 208-522-1223 SHEET 1 of 2 (MONUMENTED BASIS OF BEARINGS) THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PARCEL AS SHOWN HERE ON. THE SOUTH LINE OF THE PROPERTY WAS DETERMINED BY FOUND SECTION MONUMENTS ALONG THE SOUTH LINE OF SECTION 7. THE WEST AND NORTHERLY LINES WERE DETERMINED BY FOUND MONUMENTS AS SHOWN ON RECORD-OF-SURVEY INSTR# 447165. THE EASTERLY LINE WAS DETERMINED BY FOUND MONUMENTS AS SHOWN ON SAID RECORD-OF-SURVEY AND MONUMENTS FOUND ON THE EAST LINE OF SECTION 7. FOUND P.L.S.S. CORNER AS NOTED FOUND 1/2" REBAR NO CAP FOUND 5/8" REBAR WITH PLASTIC CAP- P.L.S.13933 INTERIOR STREET INTERSECTION MONUMENTS 5/8" REBAR WITH 2" ALUMINUM CAP MARKED P.L.S. 19961 TR I B U T A R Y S T . OSPREY ST. PAINTBRUSH ST. N. 2ND ST. E. MO O D Y R D . P.O.B S.E. COR SEC 7 CP&F INST. NO. 399694 E. 1/4 COR. SEC 7 CP&F INST. NO. 267966 N.E. COR. SEC 7 CP&F INST. NO. 404597 CALCULATED POSITION NOTHING SET 20' W.C. 20' W.C. FOUND 5/8" WITH ALUMINUM CAP P.L.S. 14391 SET 5/8" REBAR WITH 2" ALUMINUM CAP P.L.S. 19961 SURVEY TIE LINE EXISTING EASEMENT AS NOTED APPROXIMATE LOCATION OF EXISTING CANAL RIGHT-OF-WAY PURSUANT TO I.C. §42-1102 TE T O N I S L A N D C A N A L WITNESS CORNERW.C. PROPOSED ROAD CENTERLINE 1 22.38 ACRES BLOCK 1 1 34.87 ACRES BLOCK 2 1 39.04 ACRES BLOCK 3 W. 2 0 0 N . WHITE OWL BUSINESS PARK LLC BEACH CABIN ONE LLC MOUNTAIN GOLD INCHARRIS FAMILY TRUST FOUND 1/2" REBAR, REPLACED WITH 5/8" REBAR AS NOTED SEE DETAIL "A" DETAIL "A" (NOT TO SCALE) 15 0 . 0 0 H I G H W A Y 2 0 62.5' W.C. DEED GRANTING EASEMENT INST. NO. 395796 39.5' W.C. THE ACCOMPANYING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED THIS __________ DAY OF __________________, 202____. _____________________________________________________________________ MAYOR CITY CLERK _____________________________________________________________________ CITY ENGINEER PLANNING AND ZONING OFFICIAL I, THE UNDERSIGNED, PROFESSIONAL LAND 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. ____________________________________________________________________ PROFESSIONAL LAND SURVEYOR LICENSE NO.DATE KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED THE CHURCH OF LATTER DAY SAINTS, A UTAH CORPORATION SOLE ("OWNER"), 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 BLOCKS, LOTS, AND STREETS AND EASEMENTS, WHICH PLAT SHALL HEREAFTER BE KNOWN AS TETON RIVER TEMPLE SUBDIVISION, AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO. BE IT FURTHER KNOWN, THAT OWNER DOES HEREBY DEDICATE GRANT AND CONVEY TO THE PUBLIC, WITHOUT WARRANTY THE RIGHT OF WAYS SHOWN HEREON, THAT IT ALSO GRANTS AND CONVEYS TO THE CITY OF REXBURG ALL PUBLIC UTILITY EASEMENTS SHOWN ON THE PLAT. OWNERS AND ITS HEIRS AND ASSIGNS, SHALL NOT CONSTRUCT ANY PERMANENT STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON. ANY OPEN CANAL IRRIGATION CANALS OR DITCHES CONVERTED TO UNDERGROUND PIPES WILL BE MAINTAINED TO ENSURE ADEQUATE FLOW BY OWNERS SIGNED HEREON. IN WITNESS WHEREOF, IT HAS HEREUNTO SET ITS SIGNATURE THIS DAY , 202 . THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS BY: _________________________________ CRAIG WEIDMER, AUTHORIZED AGENT I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF MADISON, STATE OF IDAHO, PURSUANT TO THE REQUIREMENTS OF I.C. §50-1308 OF THE IDAHO CODE, DO HEREBY CERTIFY THAT ALL COUNTY PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT ARE CURRENT. _______________________________________________________________ COUNTY TREASURER DATE I HEREBY CERTIFY THAT THE FOREGOING PLAT OF TETON RIVER TEMPLE SUBDIVISION, MADISON COUNTY, IDAHO WAS FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO ON THE ______DAY OF___________, 202___ AT ___________ AND RECORDED AS INSTRUMENT NO.___________________. SANITARY RESTRICTIONS AS REQUIRED BY I.C. §50-1326 HAVE BEEN SATISFIED BASED ON THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE TIME OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH I.C. §50-1326, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED. EASTERN IDAHO PUBLIC HEALTH DISTRICT ______________________________________________________ ENVIRONMENTAL HEALTH SPECIALIST, REHS DATE: SHEET 2 of 2 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 ENTITY, OTHER THAN HAVE BEEN AGREED TO IN WRITING BETWEEN DEVELOPER AND IRRIGATION ENTITY. _____________________________________________________ IRRIGATION ENTITY DATE: TETON RIVER TEMPLE SUBDIVISION 2194 Snake River Parkway Suite 205 Idaho Falls, Idaho Main: 208-522-1223 STATE OF ) :SS. COUNTY OF ) ON THIS_______ DAY OF____________, 20___, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED CRAIG WEIDMER, AUTHORIZED AGENT OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, LLLP KNOWN OR IDENTIFIED TO ME TO BE THE NAME TO THE FOREGOING OWNER'S DEDICATION AND THE DRINKING WATER SYSTEM CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME . IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND THE YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. _______________________________________ NOTARY PUBLIC FOR THE STATE OF __________ RESIDING IN _____________ COUNTY, ___________ COMMISSION EXPIRATION DATE: ________________ LOCATED IN THE S.E. 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO -2023- A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION, BEING THE POINT OF BEGINNING, THENCE ALONG THE SOUTHERLY SECTION LINE S89°38’53”W 475.07 FEET TO A CALCULATED POINT ON THE CENTERLINE OF E MOODY RD; THENCE N00°21’02”W 199.96 FEET; THENCE S89°38’53”W 150.00 FEET; THENCE S00°21’02”E 199.97 FEET TO A CALCULATED POINT ON THE CENTERLINE OF E MOODY RD AND THE SOUTHERLY SECTION LINE OF SAID SECTION; THENCE ALONG SAID LINE S89°38’53”W 1189.93 FEET TO A CALCULATED POINT ON SAID CENTERLINE; THENCE N00°14’07”W 2581.81 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF US HIGHWAY 20, ALSO BEING THE POINT OF CURVATURE OF A NON-TANGENT CURVE TO THE RIGHT; THENCE ALONG SAID CURVE A DISTANCE OF 67.31 FEET (RADIUS=3154.05’; CHORD=67.31’; CHORD BEARING=N56°19’47”E; DELTA=1°13’22”); THENCE N58°27’24”E 32.12 FEET; THENCE N89°44’53”E 1638.05 FEET TO A CALCULATED POINT IN THE FLOWLINE OF THE TETON ISLAND CANAL; THENCE S05°54’22”E 610.63 FEET; THENCE N89°45’53”E 33.00 FEET TO A POINT ON THE EASTERLY LINE OF SAID SECTION AND THE WESTERLY RIGHT-OF-WAY OF N 2ND ST E; THENCE ALONG SAID LINE S00°14’07”E 2024.73 FEET TO THE POINT OF BEGINNING. TOTAL AREA ±108.13 ACRES I, SEAN M. BOGGS, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY CERTIFY THAT THIS PLAT, AS DESCRIBED IN THE OWNER'S CERTIFICATE, WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION, ACCURATELY REPRESENTS THE POINTS PLATTED HEREON, AND IS IN CONFORMITY WITH IDAHO CODE RELATING TO CONDOMINIUMS, PLATS & SURVEYS, AND THE CORNER PERPETUATION & FILING ACT, I C §55-1601 THROUGH §55-1613. SEAN M BOGGS, PLS 19961 PROPERTY IS LOCATED IN ZONE X PER FIRM PANEL 16065C0020D WITH AN EFFECTIVE DATE OF 7/3/1991 1)RIGHT OF WAY GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY UPON AND ALONG THE PUBLIC ROADS, STREETS AND HIGHWAYS ADJOINING THE SE 1/4, RECORDED NOVEMBER 18, 1919. IN BOOK 73 OF MISC., PAGE 628. (BLANKET TYPE EASEMENT, NON PLOTTABLE) (THE BLANKET EASEMENT REFERENCES TO: CONSTRUCT, OPERATE, MAINTAIN OF POLES, WIRES, FIXTURES ALONG PUBLIC ROADS FOR MOUNTAIN STATES TELEPHONE) 2)RIGHT OF WAY GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY OVER THE EAST 110 RODS OF SE 1/4 RECORDED OCTOBER 26, 1955, IN BOOK 178 OF MISC., PAGE 121. (BLANKET TYPE EASEMENT, NON PLOTTABLE) (THE BLANKET EASEMENT REFERENCES TO OVERLAND CABLES AND WIRES, DIAGONALLY ACROSS THE EXTREME SOUTHEAST COURSE OF STATED PARCEL FOR MOUNTAIN STATES TELEPHONE) 3)RESERVATIONS IN UNITED STATES PATENT, RECORDED IN BOOK 42, OF PATENTS, PAGE 237 (NOT PLOTTABLE)