The URL can be used to link to this page

Home My WebLink AboutPLAT - - 23-00264 - Stonebridge Townhomes Div 1 - PlatHope St. STONEBRIDGE TOWNHOMES DIVISION NO. 1 I IN Church of Jesus Christ Latter Day Saints (n E. 7th N. Vicinity Map (N.T.S.) Centennial Townhomes Division No. 1 Im Scale 1 "=50' 0 50 100 S89°35' 10 569.02' LO �i +; CO 6 (Replacing) Found 1/2" Rebar No Cap or Ta STONEBRIDGE TOWNHOMES DIVISION NO. 1 BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M. CITY OF REXBURG, MADISON COUTNY, IDAHO (SHEET 1 OF 3) Unplatted 67.99' T 49.00' N89'3,5'09 •• 104.18' 14.64'- Lot 4.64' Lot 15 Legend 48.00' 49.00' Lot 28 N Lot 27 N Section Corner (As Noted) Lot 25 vQ Quarter Corner (As Noted) Set 5/8" Iron Rod With Lot 24 41 Plastic Cap Stamped PLS 14750 0.179 (Replacing) As Noted 2 Acres o SO4'1 9'42 "W Set 1/2" Iron Rod With 2)Acres0)Acres ® Plastic Cap Stamped PLS 14750 Lot 14 (Unless Noted) rn Lot 2 0 Found 5/8" Iron Rod With N Lot 5 Crnv rn Lot 6 Nrn Plastic Cap Stamped PLS 7920 rn N Lot 9 N Section Line - rn 11 Nd rn- Lot 12 N Subdivision Boundary Line 0.164 Lot N 0.14 6 Subdivision Lot Line 0.10 6 ° p 0.10 7 - Public Utility Easement `� 0.10 8 - C' 0.10 8 �- Storm Water Easement 1 0.10 9 - - - Water Sewer Cross Access Easement `� 0.1 15 0 Existing Easement oar Acres POB Point of Beginning ocri m Acres o occi rn Acres o Boundary Description 0Vo rn Acres o S89°35' 10 569.02' LO �i +; CO 6 (Replacing) Found 1/2" Rebar No Cap or Ta STONEBRIDGE TOWNHOMES DIVISION NO. 1 BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M. CITY OF REXBURG, MADISON COUTNY, IDAHO (SHEET 1 OF 3) Unplatted 67.99' T 49.00' N89'3,5'09 •• 104.18' 14.64'- Lot 4.64' Lot 15 (Replaced Cap) 48.00' 49.00' Lot 28 N Lot 27 N Lot 26 N Lot 25 o 00 1 Lot 24 � 0.116 0.118 o 4 0.117 oar 0.179 cn 0.212 2 Acres o SO4'1 9'42 "W � Acres o 2)Acres0)Acres c�� NN •- Cn Lot 14 a�_ 1 rn Lot 2 rn Lot 3 N rn- d Lot 4 N N Lot 5 Crnv rn Lot 6 Nrn r\ Lot 7 crnv rn- ,t Lot 8 cv rn N Lot 9 N rn rn Lot 10 NLot - rn 11 Nd rn- Lot 12 N N Lot 13 0.164 Lot N 0.14 6 N 0 0.10 6 '- 0.10 6 ° p 0.10 7 - `v 0.10 7 �- `� 0.10 8 - C' 0.10 8 �- "� 0.10 9 �- 1 0.10 9 - 0 0.10 9 - `� 0.1 10 �- ° p 0.1 10 - `� 0.1 15 0 0 o Acre s , oar Acres oar 0 Acres oar 0 Acres o ocri m Acres o occi rn Acres o ocri rn Acres o 0Vo rn Acres o o"o rn Acres o ori M Acres o ori rn Acres o o� rn Acres o o00 rn Acres o rn Acres o j°� , o 0 o 0 0 0 0 Acres LANED SURVEYINGPLLC (n Q) cn U) (n (n Cf) U) cn co � N (Replacing) -Found 5/8" Rebar Illegible Cap I I I I Found 1/2" Iron Rod Plain I I I I I I Easement Pursuant I�to Inst. No. 429820 Unplatted (Replaced Cap) 48.00' 49.00' Lot 28 N Lot 27 N Lot 26 N Lot 25 o 00 1 Lot 24 � 0.116 0.118 o 4 0.117 oar 0.179 cn 0.212 2 Acres o SO4'1 9'42 "W � Acres o 2)Acres0)Acres c�� NN •- Cn Cn Block 4 0.368 Acres C LO 18 17 POB 2341.60' Ln 320.63' � 17 19 20 (Basis of Bearing) N89'31'31 "E 2662.23' 20 Record of Survey South Quarter Corner Sec. 17 Southwest Corner Sec. 17 0.140 Group, LLC. Inst. No. 323873 Found Brass Cap Found Aluminum Cap C.P.&F. Inst. No. 404640 PLS 13856 C.P.&F. Inst. No. 404639 PLS 13856 S89°58'31 "E 617.64' PETERSON 3C 01 Acres LANED SURVEYINGPLLC Idaho Falls, Idaho (208) 313-5033 2 67.99' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.02' 10.63' C3 Block 1 c' S89°57'35 "E 101.40' Lot 16 M Lot 52 N M Lot 51 rn N U) Lot 50 rn `� rn� "�� Lot 49 N �� N Lot 48 N n rn� Lot 47 N 0)- o) Lot 46 N 0)o)- °�- Lot 45 N 0o Lot 44 N 0) � Lot 43 N -C,4 N Lot 42 M N Lot 41 0.1 1 1 °' °�° 0.194 0 of 0.138 0 c i 0.138 0 �i 0. 137 0 0.137 0 0.136 0 0 0.136 0 0 0.135 0 0 0.135 o 6 0.134 0 6 0.134 0 o0 0.274 "? Acres Acres o N Acres o N Acres o N Acres o N Acres o N Acres o N Acres o N Acres o N Acres 0 Acres o- Acres o Acres "� S89°57'56"E 0 (n 0 V 0 cn 0 0n 0 0n 0 0n 0 Vn 0 (n 0 0n 0 Cr) 0 co 98.04' ire Ln in rNj Lot 17 00 `n Ln `n 0.110 O) 48.16 , 49.00 , 49.00 , 49.00 , 49.00 , 49.00 , 49.00 , 49.00 30.46 � 29.45 6 `- a; � 29.45 , 29.45 75.22 Acres 7 69' S89°517' °�° (Replacing) S89°32'07"W 421.62' (Replacing) N89°32'07"E 221.23 4 98. Found 1/2" Rebar Found 1/2" Rebar ot1 Lot 18 Illegible Cap Unplatted PLS 7920 Block 2 rn 0. R=20.00' o6Acrreses tet- 00 �- L=31.25'�n cN Lot 37.FN '4In 0 Lot 38 N 0 Lot 39 N In d- Lot 40 „ S89'58'50 E Delta 89'30'29" •=0.1230•=0.126 ocv0.126 pN 0.195 88.31' CH 8 S44°46'23"W Acres 0-_ Acres o Acres o = Acres CH D 28.06' U) � co Lot 19 rn c6 0.111 00 d Acres �t S89'58'50 "E S89'59'35 "E 221.23' , 7.41 98.44 48.00' 49.00' 49.00' 75.23' Lot 20 0.111 Acres o 0 Lot 36 N 00 0.100 000 0 Acres o con 0 Lot 35 N 0.102 000 0) Acres o con 0 (3) Lot 34 N 0.102 0 Acres o con 0 0 0) Lot 33 0.156 Acres S89°58'50"E con CURVE TABLE Curve Length Radius Chord Bearing and Distance Delta Angle 98.57' Lot 21 00 °' 0.1 1 1 0' C1 70.68' 45.00' 544`58'41 "E 63.64' 89`59'40" C2 41.30' 45.00' S63°40'48 "E 39.87' 52'35'27" S89°59'35"E 221.23' Block Soo con 75.23' ()16Acres S89'58'50"E 't C3 5.67' 45.00' S33°46'48"E 5.66' 0712'28" C4 5.86' 45.00' S26'26'42"E 5.86' 0727'47" C5 17.85' 45.00' S1 1 `20'49 "E 17.74' 22`43'58" 48.00' 49.00' 49.00' 98.71' w 0) Lot 22 00 a rn 0.111 rn N n Lot 29 N n Lot 30 N n Lot 31 N n Lot 32 Acres 00 0 °. 0.097 °- °' 0.099 rn 0.099 °' 0.152 S89°58'50"E 0 o00 Acres 00 m Acres 00 00 Acres oo 00 Acres 98.84' U) co rn Lot 23 00 o6 0.111 rn S89°59'35 "E 221.24' Acres "t 10.06'S90'00'00 "E 48.00' 49.00' 49.00' 75.24' 98.9 7' Found 1/2" Iron Rod Plain I I I I I I Easement Pursuant I�to Inst. No. 429820 Unplatted (Replaced Cap) 48.00' 49.00' Lot 28 N Lot 27 N Lot 26 N Lot 25 o 00 1 Lot 24 � 0.116 0.118 o 4 0.117 oar 0.179 cn 0.212 2 Acres o � Acres o � Acres o 2)Acres0)Acres N 0)co Cn Cn Block 4 0.368 Acres Found 1/2" Iron Rod Plain I I I I I I Easement Pursuant I�to Inst. No. 429820 Unplatted (Replaced Cap) 48.00' 49.00' 49.00' 1 75.26' 99.23' 41 1 S89°31 '31 "W 320.49' I C) Right -of -Way o 0 0.368 Acres C LO 18 17 POB 2341.60' Ln 320.63' � 17 19 20 (Basis of Bearing) N89'31'31 "E 2662.23' 20 Record of Survey South Quarter Corner Sec. 17 Southwest Corner Sec. 17 Dyer Group, LLC. Inst. No. 323873 Found Brass Cap Found Aluminum Cap C.P.&F. Inst. No. 404640 PLS 13856 C.P.&F. Inst. No. 404639 PLS 13856 E. 7th N. PETERSON LANED SURVEYINGPLLC Idaho Falls, Idaho (208) 313-5033 Hope St. STONEBRIDGE TOWNHOMES DIVISION NO. 1 I IN Church of Jesus Christ Latter Day Saints (n E. 7th N. Vicinity Map (N.T.S.) Centennial Townhomes Division No. 1 Im Scale 1 "=50' 0 50 100 S89°35' 10 569.02' LO �i +; CO 6 (Replacing) Found 1/2" Rebar No Cap or Ta STONEBRIDGE TOWNHOMES DIVISION NO. 1 BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M. CITY OF REXBURG, MADISON COUTNY, IDAHO (SHEET 1 OF 3) Unplatted 67.99' T 49.00' N89'3,5'09 •• 104.18' 14.64'- Lot 4.64' Lot 15 Legend 48.00' 49.00' Lot 28 N Lot 27 N Section Corner (As Noted) Lot 25 vQ Quarter Corner (As Noted) Set 5/8" Iron Rod With Lot 24 41 Plastic Cap Stamped PLS 14750 0.179 (Replacing) As Noted 2 Acres o SO4'1 9'42 "W Set 1/2" Iron Rod With 2)Acres0)Acres ® Plastic Cap Stamped PLS 14750 Lot 14 (Unless Noted) rn Lot 2 0 Found 5/8" Iron Rod With N Lot 5 Crnv rn Lot 6 Nrn Plastic Cap Stamped PLS 7920 rn N Lot 9 N Section Line - rn 11 Nd rn- Lot 12 N Subdivision Boundary Line 0.164 Lot N 0.14 6 Subdivision Lot Line 0.10 6 ° p 0.10 7 - Public Utility Easement `� 0.10 8 - C' 0.10 8 �- Storm Water Easement 1 0.10 9 - - - Water Sewer Cross Access Easement `� 0.1 15 0 Existing Easement oar Acres POB Point of Beginning ocri m Acres o occi rn Acres o Boundary Description 0Vo rn Acres o S89°35' 10 569.02' LO �i +; CO 6 (Replacing) Found 1/2" Rebar No Cap or Ta STONEBRIDGE TOWNHOMES DIVISION NO. 1 BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M. CITY OF REXBURG, MADISON COUTNY, IDAHO (SHEET 1 OF 3) Unplatted 67.99' T 49.00' N89'3,5'09 •• 104.18' 14.64'- Lot 4.64' Lot 15 (Replaced Cap) 48.00' 49.00' Lot 28 N Lot 27 N Lot 26 N Lot 25 o 00 1 Lot 24 � 0.116 0.118 o 4 0.117 oar 0.179 cn 0.212 2 Acres o SO4'1 9'42 "W � Acres o 2)Acres0)Acres c�� NN •- Cn Lot 14 a�_ 1 rn Lot 2 rn Lot 3 N rn- d Lot 4 N N Lot 5 Crnv rn Lot 6 Nrn r\ Lot 7 crnv rn- ,t Lot 8 cv rn N Lot 9 N rn rn Lot 10 NLot - rn 11 Nd rn- Lot 12 N N Lot 13 0.164 Lot N 0.14 6 N 0 0.10 6 '- 0.10 6 ° p 0.10 7 - `v 0.10 7 �- `� 0.10 8 - C' 0.10 8 �- "� 0.10 9 �- 1 0.10 9 - 0 0.10 9 - `� 0.1 10 �- ° p 0.1 10 - `� 0.1 15 0 0 o Acre s , oar Acres oar 0 Acres oar 0 Acres o ocri m Acres o occi rn Acres o ocri rn Acres o 0Vo rn Acres o o"o rn Acres o ori M Acres o ori rn Acres o o� rn Acres o o00 rn Acres o rn Acres o j°� , o 0 o 0 0 0 0 Acres LANED SURVEYINGPLLC (n Q) cn U) (n (n Cf) U) cn co � N (Replacing) -Found 5/8" Rebar Illegible Cap I I I I Found 1/2" Iron Rod Plain I I I I I I Easement Pursuant I�to Inst. No. 429820 Unplatted (Replaced Cap) 48.00' 49.00' Lot 28 N Lot 27 N Lot 26 N Lot 25 o 00 1 Lot 24 � 0.116 0.118 o 4 0.117 oar 0.179 cn 0.212 2 Acres o SO4'1 9'42 "W � Acres o 2)Acres0)Acres c�� NN •- Cn Cn Block 4 0.368 Acres C LO 18 17 POB 2341.60' Ln 320.63' � 17 19 20 (Basis of Bearing) N89'31'31 "E 2662.23' 20 Record of Survey South Quarter Corner Sec. 17 Southwest Corner Sec. 17 0.140 Group, LLC. Inst. No. 323873 Found Brass Cap Found Aluminum Cap C.P.&F. Inst. No. 404640 PLS 13856 C.P.&F. Inst. No. 404639 PLS 13856 S89°58'31 "E 617.64' PETERSON 3C 01 Acres LANED SURVEYINGPLLC Idaho Falls, Idaho (208) 313-5033 2 67.99' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.00' 49.02' 10.63' C3 Block 1 c' S89°57'35 "E 101.40' Lot 16 M Lot 52 N M Lot 51 rn N U) Lot 50 rn `� rn� "�� Lot 49 N �� N Lot 48 N n rn� Lot 47 N 0)- o) Lot 46 N 0)o)- °�- Lot 45 N 0o Lot 44 N 0) � Lot 43 N -C,4 N Lot 42 M N Lot 41 0.1 1 1 °' °�° 0.194 0 of 0.138 0 c i 0.138 0 �i 0. 137 0 0.137 0 0.136 0 0 0.136 0 0 0.135 0 0 0.135 o 6 0.134 0 6 0.134 0 o0 0.274 "? Acres Acres o N Acres o N Acres o N Acres o N Acres o N Acres o N Acres o N Acres o N Acres 0 Acres o- Acres o Acres "� S89°57'56"E 0 (n 0 V 0 cn 0 0n 0 0n 0 0n 0 Vn 0 (n 0 0n 0 Cr) 0 co 98.04' ire Ln in rNj Lot 17 00 `n Ln `n 0.110 O) 48.16 , 49.00 , 49.00 , 49.00 , 49.00 , 49.00 , 49.00 , 49.00 30.46 � 29.45 6 `- a; � 29.45 , 29.45 75.22 Acres 7 69' S89°517' °�° (Replacing) S89°32'07"W 421.62' (Replacing) N89°32'07"E 221.23 4 98. Found 1/2" Rebar Found 1/2" Rebar ot1 Lot 18 Illegible Cap Unplatted PLS 7920 Block 2 rn 0. R=20.00' o6Acrreses tet- 00 �- L=31.25'�n cN Lot 37.FN '4In 0 Lot 38 N 0 Lot 39 N In d- Lot 40 „ S89'58'50 E Delta 89'30'29" •=0.1230•=0.126 ocv0.126 pN 0.195 88.31' CH 8 S44°46'23"W Acres 0-_ Acres o Acres o = Acres CH D 28.06' U) � co Lot 19 rn c6 0.111 00 d Acres �t S89'58'50 "E S89'59'35 "E 221.23' , 7.41 98.44 48.00' 49.00' 49.00' 75.23' Lot 20 0.111 Acres o 0 Lot 36 N 00 0.100 000 0 Acres o con 0 Lot 35 N 0.102 000 0) Acres o con 0 (3) Lot 34 N 0.102 0 Acres o con 0 0 0) Lot 33 0.156 Acres S89°58'50"E con CURVE TABLE Curve Length Radius Chord Bearing and Distance Delta Angle 98.57' Lot 21 00 °' 0.1 1 1 0' C1 70.68' 45.00' 544`58'41 "E 63.64' 89`59'40" C2 41.30' 45.00' S63°40'48 "E 39.87' 52'35'27" S89°59'35"E 221.23' Block Soo con 75.23' ()16Acres S89'58'50"E 't C3 5.67' 45.00' S33°46'48"E 5.66' 0712'28" C4 5.86' 45.00' S26'26'42"E 5.86' 0727'47" C5 17.85' 45.00' S1 1 `20'49 "E 17.74' 22`43'58" 48.00' 49.00' 49.00' 98.71' w 0) Lot 22 00 a rn 0.111 rn N n Lot 29 N n Lot 30 N n Lot 31 N n Lot 32 Acres 00 0 °. 0.097 °- °' 0.099 rn 0.099 °' 0.152 S89°58'50"E 0 o00 Acres 00 m Acres 00 00 Acres oo 00 Acres 98.84' U) co rn Lot 23 00 o6 0.111 rn S89°59'35 "E 221.24' Acres "t 10.06'S90'00'00 "E 48.00' 49.00' 49.00' 75.24' 98.9 7' Found 1/2" Iron Rod Plain I I I I I I Easement Pursuant I�to Inst. No. 429820 Unplatted (Replaced Cap) 48.00' 49.00' Lot 28 N Lot 27 N Lot 26 N Lot 25 o 00 1 Lot 24 � 0.116 0.118 o 4 0.117 oar 0.179 cn 0.212 2 Acres o � Acres o � Acres o 2)Acres0)Acres N 0)co Cn Cn Block 4 0.368 Acres Found 1/2" Iron Rod Plain I I I I I I Easement Pursuant I�to Inst. No. 429820 Unplatted (Replaced Cap) 48.00' 49.00' 49.00' 1 75.26' 99.23' 41 1 S89°31 '31 "W 320.49' I C) Right -of -Way o 0 0.368 Acres C LO 18 17 POB 2341.60' Ln 320.63' � 17 19 20 (Basis of Bearing) N89'31'31 "E 2662.23' 20 Record of Survey South Quarter Corner Sec. 17 Southwest Corner Sec. 17 Dyer Group, LLC. Inst. No. 323873 Found Brass Cap Found Aluminum Cap C.P.&F. Inst. No. 404640 PLS 13856 C.P.&F. Inst. No. 404639 PLS 13856 E. 7th N. PETERSON LANED SURVEYINGPLLC Idaho Falls, Idaho (208) 313-5033 Recorder's Certificate I hereby certify that the foregoing plat STONEBIRDGE TOWNHOMES DIVISION NO. 1 was filed in the Office of the Recorder of Madison County, Idaho on the day of 2023, at and recorded as Instrument No. MADISON COUNTY RECORDER Flood Zone Notice This Subdivision lies within Flood Plain Zone X as per FEMA FIRM Map No. 16065CO020D. Effective June 3, 1991. Irrigation Certificate Requirement of I.C. § 31-3805 are met. Agreement between Teton Island Irrigation Company and Developer reworded as Inst. No. City's Acceptance This plat was duly accepted and approved by the City of Rexburg, Idaho by resolution adopted this day of , 2023. MAYOR CITY CLERK Treasurer's Certificate CITY ENGINEER PLANNING AND ZONING OFFICIAL I, the undersigned County 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 this project are current. MADISON COUNTY TREASURER cote Examining Surveyor's Certificate I certify that I am a Licensed Professional Land Surveyor in the state of Idaho and that I have examined this plat and find it complies with I.C. § 50-1305. Professional Land Surveyor License No. Date Surveyor's Certificate STONEBRIDGE TOWNHOMES DIVISION NO. 1 BEING WITHIN THE SOUTH 112 OF THE SOUTHWEST 114 OF TOWNSHIP 6 NORTH, RANGE 40 EAST, B.M. CITY OF REXBURG, MADISON COUTNY, IDAHO (SHEET 3 OF 3) Owners Dedication KNOW ALL MEN BY THESE PRESENTS: that the undersigned, are the lawful owners of the tract of land included within the boundary description shown hereon and have caused the some to be platted and divided into streets, blocks and lots to be hereafter known as STONEBRIDGE TOWNHOMES DIVISION NO. 1, City of Rexburg, Madison County, Idaho. BE IT FURTHER KNOWN, that the lots shown on this plat are eligible and will receive water and sewer from the City of Rexburg and said City has agreed in writing to serve this subdivision. IN WITNESS WHEREOF, we have hereunto set our signatures this day of , 2023. Rexburg Stonebridge, LLC. Jeremy Westwood (Registered Agent) Health Department Certificate 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 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. DISTRICT 7 STATE BOARD OF HEALTH ENVIRONMENTAL HEALTH SPECIALIST I, Frank W. Peterson, a Licensed Professional Land Surveyor in the State of Idaho, do hereby certify that the survey of this Subdivision, designated as STONEBIRDGE TOWNHOMES DIVISION NO. 1, 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. Preliminary Frank W. Peterson License No. 14750 Date Uote Relevant Surveys Recorded Plat Wade Surveying Inst. No. 423222 Recorded Surveys Dyer Group, LLC. Inst. No. 323873 Mountain River Engineering Inst. No. 312179 SECTION 17, Acknowledgment STATE OF SS. COUNTY OF ) F On this day of , 2023, before me the undersigned, a notary public in and for said state, personally appeared Jeremy Westwood, known or identified to me, to be the Registered Agent of Rexburg Stonebridge, LLC., a Montana Limited Liability Company, and the person who subscribed said Limited Liability Company's name to the foregoing Owners Dedication and acknowledged to me that he executed the some in said Limited Liability Companies name as the person authorized to bind such Limited Liability Company. 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. for the State of Notary Public Residing at: Commission Expiration Date: Survey Summary The North, East, South and West boundaries of this subdivision were determined by existing monuments coinciding with deeded dimensions associated with a Record of Survey by Dyer Group, LLC. having Inst. No. 323873. Zoning Current Zoning is Low Density Residential Two. Boundary Description Part of the South Half of the Southwest Quarter of Section 17, Township 6 North, Range 40 East, Boise Meridian, City of Rexburg, Madison County, Idaho, more particularly described as follows: Commencing at the Southwest Corner of said Section 17, thence N89'31 '31 "E 2341.60 feet along the South line of said Section 17 to the True Point of Beginning, thence leaving said South line along the extended boundary and boundary of Parcel 1 as shown on a Record of Survey by Dyer Group, LLC. having Inst. No. 323873 at the Madison County Recorder's Office the following three (3) courses; (1) N00'01'27"E 445.07 feet, (2) S89`32'07"W 421.62 feet to a point of a curvature to the left having a radius of 20.00 feet, a delta angle of 89'30'39" and a chord bearing S44`46'23"W 28.16 feet, (3) along said curve to the left 31.25 feet to a point at the East Right—of—Way of Stonebridge Street, thence leaving said Parcel 1 boundary along said East Right—of—Way N00'01 '27"E 236.97 feet to the Northeast Corner of Centennial Townhomes Division No. 1 having Inst. No. 423222 at said Madison County Recorder's Office, said Northeast Corner also being at the boundary of said Record of Survey by Dyer Group, LLC., thence along said boundary the following three (3) courses; (1) N89`35'09"E 760.21 feet to the Northeast corner of said Record of Survey, (2) SOO'08'13"E 661.47 feet to the South Quarter Corner of said Section 17, (3) S89"31'31 "W 320.63 feet to the True Point of Beginning. �pL LAiyO GENS�c� s'G�L Parcel contains 7.056 Acres. f 475 0 PETERSON �ZgrF o00�P PEE L ® SURVEYING PLLc Idaho Falls, Idaho (208) 313-5033