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HomeMy WebLinkAboutPLAT for Surveyor Review 5.23.23 - 22-00669 - 5th W Church Subdivision - University Blvd. & 5th W - Plat (3)FND 2" AC S0 0 ° 1 6 ' 3 0 " E 26 1 8 . 1 1 ' N89° 39' 50"W 2649.26' FND 2" AC FND 5 8" IR NO CAP 3 27556 SF 0.63 AC. 1 43687 SF 1.00 AC. 4 7706 SF 0.18 AC. 128.01' N0 0 ° 1 6 ' 3 0 " W 18 8 . 9 2 ' N89° 43' 30"E 169.32' L=60.44', R=1141.52' CB=S22° 21' 04"W C=60.43' ∆=3°02'01" L=193.62', R=1141.52' CB=S12° 03' 31"W C=193.38' ∆=9°43'05" S89° 43' 30"W 310.00'20.00' N0 0 ° 1 6 ' 3 0 " W 16 7 . 4 9 ' N89° 43' 30"E 234.67' S0 0 ° 1 6 ' 3 0 " E 10 9 . 3 4 ' N89° 43' 30"E 75.33' S0 0 ° 1 6 ' 3 0 " E 58 . 1 6 ' 20.00' N0 0 ° 1 6 ' 3 0 " W 74 . 3 6 ' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 6 ' L=23.26', R=1335.00' CB=N88° 12' 39"E C=23.26' ∆=0°59'54" S0 0 ° 1 6 ' 3 0 " E 30 4 . 5 0 ' S0 0 ° 1 6 ' 3 0 " E 35 9 . 6 7 ' 2 245905 SF 5.65 AC.S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' N80° 43' 00"E 316.81' L=332.08', R=1141.52' CB=S15° 32' 02"W C=330.91' ∆=16°40'05" S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' L=78.03', R=1141.52' CB=S18° 52' 33"W C=78.01' ∆=3°54'59" 202.00' L =1 8 6 .0 6 ',R =1 3 3 5 .0 0 ' C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ' ∆=7 °5 9 '0 7 " W E S N 25' SCALE: 1" = 50.0' 50'0 50' BEGINNING AT A POINT THAT IS S.00°16'30”E. ALONG THE SECTION LINE 264.04 FEET FROM THE WEST 1/4 CORNER OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN; RUNNING THENCE S.89°40'10”E. 165.11 FEET; THENCE S.89°39'20”E. 86.98 FEET; THENCE N.00°16'50”W. 185.70 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF UNIVERSITY BOULEVARD; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING TWO (2) COURSES: (1) THENCE N.80°43'00”E. 316.81 FEET TO A POINT OF CURVE WITH A RADIUS OF 1335.00 FEET AND A CHORD BEARING N.84°43'02”E. 185.91 FEET; (2) THENCE TO THE RIGHT ALONG SAID CURVE 186.06 FEET THROUGH A CENTRAL ANGLE OF 07°59'07”; THENCE S.00°16'30”E. 304.50 FEET TO A POINT OF NON-TANGENT CURVE WITH A RADIUS OF 1141.52 FEET AND A CHORD BEARING S.15°32'02”W. 330.91 FEET; THENCE TO THE RIGHT ALONG SAID CURVE 332.08 FEET THROUGH A CENTRAL ANGLE OF 16°40'05”; THENCE S.89°43'30”W. 330.00 FEET; THENCE N.00°16'30”W. 132.00 FEET; THENCE S.89°43'30”W. 330.00 FEET TO THE WEST LINE OF SAID SECTION 31; THENCE N.00°16'30”W. ALONG SAID WEST LINE 242.06 FEET TO THE POINT OF BEGINNING. CONTAINING 7.569 ACRES WEST QUARTER CORNER SECTION 31 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN CP&F NO. 449224 THOMAS A N D C H A R L O T T E E R I K S O N S 5 t h W UNIVERSITY BLVD CENTER CORNER SECTION 31 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN CP&F NO. 404679 JAMES WI N N DELOY AND V I O L A W A R D EDEN APT S L L C MY NOJO L L C SECTION LINE SE C T I O N L I N E B A S I S O F B E A R I N G CI T Y O F R E X B U R G C O N T R O L 2 6 4 . 0 4 ' POINT OF BEGINNING CITY OF RE X B U R G NARRATIVE EAGLE ROCK ENGINEERING WAS COMMISIONED BY THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS TO PERFORM A FINAL PLAT FOR A PARCEL OF LAND PURSUANT TO INSTRUMENT NUMBER 415008. SEVERAL MONUMENTS WERE FOUND AS SHOWN ON THIS SURVEY. MONUMENTS SET WERE 1/2 INCH REBAR WITH PLASTIC CAPS L.S. 9369 AS SHOWN ON THIS SURVEY. SECTION CORNER TIES WERE THE WEST 1/4 CORNER PURSUANT TO INSTRUMENT NUMBER 268005, CENTER 1/4 CORNER PURSUANT TO INSTRUMENT NUMBER 404679 AND THE SOUTHWEST CORNER PURSUANT TO INSTRUMENT NUMBER 404687. ADJOINER DEEDS COLLECTED FROM THE MADISON COUNTY RECORDERS OFFICE WERE PURSUANT TO INSTRUMENT NUMBERS 331727, 399692 AND 400040. CITY OF REXBURG CONTROL WAS USED FOR THIS PROJECT. BOUNDARY DESCRIPTION SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: OFFICES AT: 1331 Fremont Ave. Idaho Falls, Idaho 83402 310 N 2nd East, Suite 153 Rexburg, Idaho 83440 CAD NAME: DATE: SCALE: TERRY HANSEN ANGIE GARCIA KURT ROLAND 22051 1"=50' MARCH 2023 22051 BYU 10th_FINAL PLAT.dwg A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO A PART OF THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY, IDAHO 5TH WEST CHURCH SUBDIVISION SHEET 1 OF 2 ROADWAY CENTERLINE SECTION LINE LOT LINE PLAT BOUNDARY 15' PUBLIC UTILITY EASEMENT (P.U.E.) EXISTING EASEMENT AS NOTED PLACED 1/2" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 9369 PLACED 5/8" x 30" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 9369 P.L.S.S. CORNER AS NOTED FOUND 1/2" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED P.L.S. 10786 FOUND MONUMENT AS NOTED UNLESS OTHERWISE DESCRIBED OR DIMENSIONED OR AS NOTED SOUTHWEST CORNER SECTION 31 TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN CP&F NO. 404687 BLOCK 1 DEDICATED RIGHT-OF-WAY TO THE CITY OF REXBURG I, KURTIS J. ROLAND, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, DO HEREBY CERTIFY THAT THE SURVEY OF THIS SUBDIVISION DESIGNATED AS 5TH WEST CHURCH SUBDIVISION, WAS MADE UNDER MY DIRECTION, AND THAT SAID SUBDIVISION IS TRULY AND CORRECTLY SURVEYED AND STAKED AS PROVIDED BY LAW AND IN ACCORDANCE WITH THE ACCOMPANYING PLAT AS DESCRIBED HEREON. LICENSE NO. 9369 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE FOREGOING PLAT OF 5TH WEST CHURCH SUBDIVISION TO 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______________, 2023 AT _____M AND RECORDED UNDER INSTRUMENT NUMBER, ____________________. I THE UNDERSIGNED COUNTY TREASURER 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. DATE: MADISON COUNTY TREASURER I HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND IT TO BE CORRECT AND ACCEPTABLE AS REQUIRED IN SECTION 50-1305 OF THE IDAHO CODE. PROFESSIONAL LAND SURVEYOR CERT. NO. MAYOR CITY CLERK CITY ENGINEER PLANNING AND ZONING THIS FOREGOING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF REXBURG, IDAHO BY RESOLUTION ADOPTED THIS DAY OF ,2023. MADISON COUNTY RECORDER THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE BY:________________________ AUTHORIZED AGENT EXAMINING SURVEYOR'S CERTIFICATE CITY'S ACCEPTANCE RECORDER'S CERTIFICATE TREASURER'S CERTIFICATEOWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT I THE UNDERSIGNED IS THE OWNER OF THE TRACT OF LAND INCLUDED WITHIN THE BOUNDARY DESCRIPTION SHOWN HEREON AND HAVE CAUSED THE SAME TO BE PLATTED AND DIVIDED INTO BLOCKS, LOTS, AND STREETS, WHICH PLAT SHALL HEREAFTER BE KNOWN AS 5TH WEST CHURCH SUBDIVISION, MADISON COUNTY, IDAHO. BE IT FURTHER KNOWN, THAT I DO HEREBY DEDICATE TO THE PUBLIC, ALL STREETS AND RIGHT-OF-WAYS SHOWN HEREON, THAT I ALSO GRANT AND CONVEY TO THE CITY OF REXBURG ALL EASEMENTS SHOWN ON THE PLAT AND THAT WE HEREBY WARRANT AND SHALL DEFEND THE ESTATE TO SUCH DEDICATION AND CONVEYANCES IN THE QUIET AND PEACEFUL POSSESSION OF THE PUBLIC OR THE CITY, AS THE CASE MAY BE, AGAINST SAID OWNER AND ITS HEIRS AN 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. OWNER, AND ITS HEIRS AND ASSIGNS, AGREE THEY WILL CONSTRUCT NO PERMANENT STRUCTURE WITHIN OR UPON ANY PUBLIC UTILITY EASEMENT SHOWN HEREON, AND THE CITY AND ITS SUCCESSORS, ASSIGNS OR PERMITEES SHALL ALSO HAVE THE RIGHT, AT THE OWNERS' OR THEIR HEIRS', SUCCESSORS' OR ASSIGNS' EXPENSE, TO REMOVE, CUT OR TRIM ANY TREES, BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH MAY INJURE OR INTERFERE WITH THE USE THEREOF FOR ITS INTENDED PURPOSES. I ALSO CERTIFY THAT THE LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE SEWER FROM THE CITY OF REXBURG AND SAID MUNICIPALITY HAS AGREED IN WRITING TO SERVE SAID LOTS. I ALSO CERTIFY THAT THIS SUBDIVISION IS NOT IN THE FIRM DELINEATED 100-YEAR FLOOD PLAIN. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS DAY OF ,2023. ACKNOWLEDGMENT STATE OF UTAH ) :SS COUNTY OF SALT LAKE ) ON THIS _______ DAY OF __________, 20__, PERSONALLY APPEARED BEFORE ME _______________________, PERSONALLY KNOWN TO ME TO BE AN AUTHORIZED AGENT OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE, WHO ACKNOWLEDGED BEFORE ME THAT HE/SHE SIGNED THE FOREGOING INSTRUMENT AS AUTHORIZED AGENT FOR THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A UTAH CORPORATION SOLE, THAT SAID INSTRUMENT IS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF SAID CORPORATION AND THAT SAID CORPORATION EXECUTED THE SAME. WITNESS MY HAND. __________________________________ NOTARY PUBLIC FOR THE STATE OF UTAH 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 MAYBE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. EASTERN IDAHO HEALTH DISTRICT DATE:___________ _______________________________ ENVIRONMENTAL HEALTH SPECIALIST PER IDAHO CODE 50-1334, THIS SUBDIVISION WILL BE SERVED BY THE CITY OF REXBURG CITY MUNICIPAL WATER SUPPLY DISTRIBUTION SYSTEM. WATER SYSTEM DATE: WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS INCLUDED WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT. HEALTH DEPARTMENT CERTIFICATE SURVEYED BY: DRAWN BY: PROJECT NO. APPROVED BY: OFFICES AT: 1331 Fremont Ave. Idaho Falls, Idaho 83402 310 N 2nd East, Suite 153 Rexburg, Idaho 83440 CAD NAME: DATE: SCALE: TERRY HANSEN ANGIE GARCIA KURT ROLAND 22051 N/A MARCH 2023 22051 BYU 10th_FINAL PLAT.dwg A SUBDIVISION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO A PART OF THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY, IDAHO 5TH WEST CHURCH SUBDIVISION IRRIGATION WATER RIGHTS STATEMENT SHEET 2 OF 2