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HomeMy WebLinkAboutPLAT Final 8.15.23 - 23-00085 - Founders Square Phase 3 - Plat30 29 39 32 NORTHWEST CORNER, SECTION 32: o FOUND 5BRASS CAP PER R-3 cn � AND PER C.P.REC. INST. No. Iv I U 264361, M.C.R. N N -P J m S 89'32'54" w R-6 3 32643.60' WEST 1/4 CORNER, SECTION 32: FOUND 5/8" REBAR WITH ALUM. CAP PER R-3, R-4 AND PER C.P.REC. 3SEPT97, INST. No. 267998, M.C.R. FOUNDERS SQUARE, PHASE 1 INST. No. 347053, M.C.R. 37.5 37.5' LA CENTER 1/4 CORNER, SECTION 32: FOUND 5/8" REBAR WITH BRASS CAP PER R-3, R-4 AND PER NORTHEAST CORNER NW1/4 C.P.REC. 3SEPT97, INST. No. SW1 /4 SECTION 32: 267999, M.C.R., 2't BELOW FOUND 5/8" REBAR AND CAP, LS SURFACE OF FIELD. POINT OF BEGINNING7314 PER R-3, R-4. C.P. FILED 01NOV0AS INSTR. No. 332345,, M.C.R. N89°33'58"E 31.76' 108.16 ;I 1321.36' FINAL PLAT FOUNDER'S SQUARE N 10' IRRIGATION PHASE 3 R-6 000 LANDS OF B. 3 LOT 11 N� TABLE 5/8" REBAR WITH L.S. CAP SET Rexburg Hill Properties, LLC CURVE ----- ----� Cn INST. No. 347438, M.C.R. g 3 LOT 12 ------- C21 40.70' CENTERLINE / 366.25 Ln 0 o o T FUTURE SIRE- N R-6 A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF 0 o 791.10' - N 89°32'54" E 530.56' 147.50' 1 31.61' -SECTION 32 - 359.03' 5'53'20" P SUNRISE pR. R=1062.50 C6 LD FR . o 0o N LANDS OF TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, L=366.25 o �; Tan=184.96 C1 C5 / I LJ L- N85 .23'49"E A=19°45'00" C11O � CENTER 1/4 CORNER, SECTION 32: FOUND 5/8" REBAR WITH BRASS CAP PER R-3, R-4 AND PER NORTHEAST CORNER NW1/4 C.P.REC. 3SEPT97, INST. No. SW1 /4 SECTION 32: 267999, M.C.R., 2't BELOW FOUND 5/8" REBAR AND CAP, LS SURFACE OF FIELD. POINT OF BEGINNING7314 PER R-3, R-4. C.P. FILED 01NOV0AS INSTR. No. 332345,, M.C.R. N89°33'58"E 31.76' 108.16 ;I 1321.36' FINAL PLAT FOUNDER'S SQUARE N 10' IRRIGATION PHASE 3 R-6 000 C4 B. 3 LOT 11 N� TABLE 5/8" REBAR WITH L.S. CAP SET EASEMENT A PLANNED UNIT DEVELOPMENT CURVE 31.61' C3 13.3 LOT 7 g 3 LOT 12 ------- C21 40.70' � 366.25 c2 19'45'00" 0 10,689 sq.ft. 0 15,349 sq.ft. ___- C20-- 65.13' 75.00' A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF 0 1062.50' o B.3 LOT 10 z 21.75' N88'57'43"E C19� -SECTION 32 - 1062.50' 5'53'20" B. LOT 9 `° B. LOT 8 N 7,854 sq.ft. w ; q' N85'25'52"E C4 75.30 LANDS OF TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, B.3 LOT 1 00 0 7,479 sq.ft. � 7,167 sq.ft. N m �; C5 / Richard Smith MADISON COUNTY, IDAHO LJ L- N85 .23'49"E - C11O � N76'22'42"E B.3LOT 2 84.04 S, C18 6 1 / INST. No. 334228 M.C.R. - 84.02' C23 C7 ����` � 5 875.00' g 13»E / 74.63' B.4 LOT 5 / B.3LOT4 I B-4LOT 2 No 7,474 sq.ft. 0 25 50 100 34 34 D R-6 Z C30 34' / B.3 LOT 15 C12 O Nss4 34, X27 8,612 sq.ft. SCALE: 1 " = 50' 37.5' 37.5' 1&.44 op l// / R=841.00 GPS BASIS OF BEARING L=65.44 THBAS / SSB. Tan=32.74 R-6 122 ISEGR DSINORTHBONRITHE IDAHO (STATE 0=4.27'31" C7 / 111 12,0 F PLANE COORDINATE SYSTEM OF 1983, JEFF= ERSOIV �R- Chord=65.43 7 C28 EAST ZONE, AS DETERMINED BY1 - _ S 89°32'54" W _ 196.33' w CB=N26°24'17"E / GLOBAL POSITIONING SYSTEM METHODS 130.00' R-6 66.33' C13 BASED ON N.G.S. POINT AA3683. ALL R-6 R-6 _ DISTANCES SHOWN ARE HORIZONTAL R-6 B.3 LOT 16 GROUND DISTANCES IN U.S. SURVEY 67Sg. ,000 10,387 sq.ft. DECIMAL FEET. I C14 R-6 02" q' � 34 00' tis8. / R-6 420,>. COMMON C29 Ng3, B.5 LOT 1 3A/ R=909.00 7 28 36 SPACE r� D C15 RR6 / Tan= 15.77 4932 w R-6 70=1 A=1'29'00" .coo EASEMENT NOTE ��� 34' I 34' (� R -s Chord=23.53 I o CB=N29°27 A TEN FOOT WIDE PUBLIC UTILITY EASEMENT BS B 3 OF TALLL OFLTOHE LOTS,NG ALL oANDHAS SHOWNFRONTAGE LOT, 34' NS9 10,20 Oq sq.ft. UTILITY EASEMENTS Utility companies shall have the right to install, maintain, and operate their equipment and all other related facilities above and below ground within the Public Utility Easements (PUE) 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. A utility company may require the lot owner to remove all structures within the PUE at the lot owner's expense, or a utility company may remove such structures at the lot owner's expense. At no time may any permanent structures, or any other obstruction which interferes with the use of the PUE, be placed within the PUE without prior written approval of all utility companies with facilities in the PUE. HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY THE IDAHO CODE TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED BASED ON THE DEQ APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF 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 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 SECTION 50-1326, IDAHO CODE, 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 DATE EASTERN IDAHO PUBLIC HEALTH DISTRICT 2 0 / 34, 74? FOUNDERS SQUARE, PHASE 1 B.3 LOT 18 000 cP do• CURVE TABLE 5/8" REBAR WITH L.S. CAP SET 1 CURVE LENGTH m 13.3 LOT 7 TANGENT ------- C21 40.70' � 366.25 1062.50' 19'45'00" 11,940 sq.ft. 364.43' ___- C20-- 65.13' 75.00' C2 C22 \ O 1062.50' 1'10'22" 10.87' 21.75' N88'57'43"E C19� 109.21 1062.50' 5'53'20" 54.65' © N85'25'52"E C4 75.30 RE�/ER E 0 R - B.3 LOT 13 \ 75.28' N80'27'23"E C5 / 1062.50' LJ L- N85 .23'49"E - \ 10,166 sq.ft. N76'22'42"E B.3LOT 2 84.04 S, C18 6 1 / 4'31'55" - 84.02' C23 C7 N 875.00' g 13»E / 74.63' 148.71' N23'44'07"E C9 0.00 101.39 n- -:pl109.3g, 28'20'18" 51.76' 100.36' N04'41'29"E C9 77.26 52.00' 85'07'31" 47.75' C17 C10 C10 64.12 1 70'39'06" 36.85' 60.14' 10 0p / C11 - 90.48' - -� -90.35' - - - -C31 C24 N89°28'22"E 35.04' 69.93' S1 0'53'24"W N (.0B.3 LOT 6 I 520.00' _ _ W C34 N I I 77.34' S00'32'04"W C13 70.41 9,228 sq.ft. is 34' 7'12'15" I '0 00 g B.4 LOT 4 I I B.3 LOT 14 C14 B.3LOT 3 560.00' 22'53'59" 113.42' B.4 LOT 3 0 `° 8,840 sq.ft. C32 C255,247 sq.ftl.o Cn � 875.00' 2'13'35" 17.00' 1 C114 C35 I 9,183 sq.ft. C16 CS o 1 R-6 38.68' N83°14' 30" W S1 0'45'07"W I w � S81 °31' I 36"E 86.00' 0 c 0D 6.16' 12.29' 87.72' R-6 R-6 N87°27'24"W 87°27'24"W R-6 34.11' m N82°39' W _o °' 02" N 110.32 C3 1 N89°28'22"E / 80.23' rr 42.29' S37'10'14"W C191 34.10'109.42' 86.00' z w / C26 S65'06'16"W C20 9.89 B.3 LOT 5 6'35'31" R-6 co 9.89' S82'06'04"W C21 B.4 LOT 5 / B.3LOT4 I B-4LOT 2 No 7,474 sq.ft. 0 25 50 100 34 34 D R-6 Z C30 34' / B.3 LOT 15 C12 O Nss4 34, X27 8,612 sq.ft. SCALE: 1 " = 50' 37.5' 37.5' 1&.44 op l// / R=841.00 GPS BASIS OF BEARING L=65.44 THBAS / SSB. Tan=32.74 R-6 122 ISEGR DSINORTHBONRITHE IDAHO (STATE 0=4.27'31" C7 / 111 12,0 F PLANE COORDINATE SYSTEM OF 1983, JEFF= ERSOIV �R- Chord=65.43 7 C28 EAST ZONE, AS DETERMINED BY1 - _ S 89°32'54" W _ 196.33' w CB=N26°24'17"E / GLOBAL POSITIONING SYSTEM METHODS 130.00' R-6 66.33' C13 BASED ON N.G.S. POINT AA3683. ALL R-6 R-6 _ DISTANCES SHOWN ARE HORIZONTAL R-6 B.3 LOT 16 GROUND DISTANCES IN U.S. SURVEY 67Sg. ,000 10,387 sq.ft. DECIMAL FEET. I C14 R-6 02" q' � 34 00' tis8. / R-6 420,>. COMMON C29 Ng3, B.5 LOT 1 3A/ R=909.00 7 28 36 SPACE r� D C15 RR6 / Tan= 15.77 4932 w R-6 70=1 A=1'29'00" .coo EASEMENT NOTE ��� 34' I 34' (� R -s Chord=23.53 I o CB=N29°27 A TEN FOOT WIDE PUBLIC UTILITY EASEMENT BS B 3 OF TALLL OFLTOHE LOTS,NG ALL oANDHAS SHOWNFRONTAGE LOT, 34' NS9 10,20 Oq sq.ft. UTILITY EASEMENTS Utility companies shall have the right to install, maintain, and operate their equipment and all other related facilities above and below ground within the Public Utility Easements (PUE) 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. A utility company may require the lot owner to remove all structures within the PUE at the lot owner's expense, or a utility company may remove such structures at the lot owner's expense. At no time may any permanent structures, or any other obstruction which interferes with the use of the PUE, be placed within the PUE without prior written approval of all utility companies with facilities in the PUE. HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY THE IDAHO CODE TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED BASED ON THE DEQ APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF 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 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 SECTION 50-1326, IDAHO CODE, 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 DATE EASTERN IDAHO PUBLIC HEALTH DISTRICT 2 0 / 34, 74? FOUNDERS SQUARE, PHASE 1 B.3 LOT 18 R E F E R E N C E S R-1: THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M-7796(001) OF SKYLINE DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL. R-2: THE WARRANTY DEED FROM VERLA R. COOK AND SON FARM TO THE CITY OF REXBURG RECORDED APRIL 29, 1988 AS INSTRUMENT No. 225229, M.C.R. R-3: THE UNRECORDED RECORD OF SURVEY FOR OAAS LANEY, LLC, BY THE ANDERSON SURVEY GROUP, INC. (DRAWING 0512ORS1.DWG) SIGNED ON OCTOBER 12, 2005 BY GORDON N. ANDERSON, LS 7314. R-4: THE RECORD OF SURVEY MAP OF THE LANDS OF DICK SMITH FARMS RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No. 332347, M.C.R. R-5: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, L.C. RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R. R-6: FINAL PLAT FOUNDER'S SQUARE, PHASE 1, RECORDED JULY 3, 2008 AS INSTRUMENT No. 347053, M.C.R. R-7: WARRANTY DEED, FOUNDER'S SQUARE, LLC TO SEPHLIN E. AND JAY DARIC HEPWORTH, HUSBAND & WIFE, REC. 30DEC21 AS INSTRUMENT No. 446535, M.C.R. INST. No. 347053, M.C.R. (J 1 D Y E R O R-6 w I G R O U P LLC. �G (A ENGINEERING • PLANNING • MANAGEMENT 343 E. 4TH NORTH, SUITE 108, L E G E N D HeNp s of REXBURG, IDAHO 83340-6001 (208) 390-9700 CURVE TABLE 5/8" REBAR WITH L.S. CAP SET WATER SYSTEM CURVE LENGTH RADIUS DELTA TANGENT CHORD CH -BEARING C1 366.25 1062.50' 19'45'00" 184.96' 364.43' N79'40'24"E C2 21.75 1062.50' 1'10'22" 10.87' 21.75' N88'57'43"E C3 109.21 1062.50' 5'53'20" 54.65' 109.16' N85'25'52"E C4 75.30 1062.50' 4'03'37" 37.66' 75.28' N80'27'23"E C5 75.96 1062.50' 4'05'45" 37.99' 75.94' N76'22'42"E C6 84.04 1062.50' 4'31'55" 42.04' 84.02' N72'03'52"E C7 148.89 875.00' 9'44'58" 74.63' 148.71' N23'44'07"E C8 101.39 205.00' 28'20'18" 51.76' 100.36' N04'41'29"E C9 77.26 52.00' 85'07'31" 47.75' 70.35' N52'02'25"W C10 64.12 52.00' 70'39'06" 36.85' 60.14' S50'04'16"W C11 69.98 520.00' 7'42'39" 35.04' 69.93' S1 0'53'24"W C12 117.98 520.00' 13'00'00" 59.25' 117.73' S00'32'04"W C13 70.41 560.00' 7'12'15" 35.25' 70.37' N86'50'59"W C14 223.82 560.00' 22'53'59" 113.42' 222.33' N71'47'52"W C15 34.00 875.00' 2'13'35" 17.00' 34.00' N29'43'24"E C16 77.23 554.00' 7'59'14" 38.68' 77.17' S1 0'45'07"W C17 12.30 86.00' 8'11'30" 6.16' 12.29' S1 8'50'28"W C18 42.73 86.00' 28'28'00" 21.81' 42.29' S37'10'14"W C191 41.13 86.00' 27'24'04" 20.97' 40.74' S65'06'16"W C20 9.89 86.00' 6'35'31" 4.95' 9.89' S82'06'04"W C21 21.09 86.00' 14'03'07" 10.60' 21.04' N87'34'37"W C22 48.71 86.00' 32'27'04" 25.03' 48.06' N64'19'31 "W C23 57.97 86.00' 38'37'19" 30.14' 56.88' N28'47'20"W C24 14.77 239.00' 3'32'28" 7.39' 14.77' N07'42'26"W C25 68.31 239.00' 16'22'36" 34.39' 68.08' NO2'15'06"E C26 35.12 239.00' 8'25'14" 17.59' 35.09' N14'39'01"E C27 39.91 909.00' 2'30'55" 19.96' 39.90' N20'07'05"E C28 74.90 909.00' 4'43'15" 1 37.47' 74.87' N23'44'11"E C29 41.47 909.00' 2'36'50" 20.74' 41.47' N27'24'13"E C30 78.01 841.00' 5'18'54" 39.04' 77.99' N21'31'05"E C31 8.55 171.00' 2'51'49" 4.27' 8.55' N17'25'43"E C32 76.031 171.00' 25'28'28" 38.65' 75.40' NO3'15'34"E C33 26.74 18.00' 85'07'31" 16.53' 24.35' N52'02'25"W C34 22.20 18.00' 70'39'06" 12.76' 20.82' S50'04'16"W C35 62.74 486.00' 7'23'46" 31.41' 62.69' S1 1'02'50"W R E F E R E N C E S R-1: THE RIGHT OF WAY MAPS OF THE STATE HIGHWAY PROJECT M-7796(001) OF SKYLINE DRIVE (2ND EAST ST.) ON FILE AT THE REXBURG CITY HALL. R-2: THE WARRANTY DEED FROM VERLA R. COOK AND SON FARM TO THE CITY OF REXBURG RECORDED APRIL 29, 1988 AS INSTRUMENT No. 225229, M.C.R. R-3: THE UNRECORDED RECORD OF SURVEY FOR OAAS LANEY, LLC, BY THE ANDERSON SURVEY GROUP, INC. (DRAWING 0512ORS1.DWG) SIGNED ON OCTOBER 12, 2005 BY GORDON N. ANDERSON, LS 7314. R-4: THE RECORD OF SURVEY MAP OF THE LANDS OF DICK SMITH FARMS RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No. 332347, M.C.R. R-5: THE RECORD OF SURVEY MAP OF THE LANDS OF DSC INVESTMENTS, L.C. RECORDED NOVEMBER 1, 2006 AS INSTRUMENT No. 332346, M.C.R. R-6: FINAL PLAT FOUNDER'S SQUARE, PHASE 1, RECORDED JULY 3, 2008 AS INSTRUMENT No. 347053, M.C.R. R-7: WARRANTY DEED, FOUNDER'S SQUARE, LLC TO SEPHLIN E. AND JAY DARIC HEPWORTH, HUSBAND & WIFE, REC. 30DEC21 AS INSTRUMENT No. 446535, M.C.R. INST. No. 347053, M.C.R. (J 1 D Y E R O R-6 w I G R O U P LLC. �G (A ENGINEERING • PLANNING • MANAGEMENT 343 E. 4TH NORTH, SUITE 108, L E G E N D HeNp s of REXBURG, IDAHO 83340-6001 (208) 390-9700 16065CO020-D DATED 03JUN91 FOR THE EXTERIOR PROPERTY LINE CITY OF REXBURG, MADISION COUNTY, IDAHO. STREET CENTERLINE (O'd STREET RIGHT OF WAY LINE LOT LINE SURVEYOR'S CERTIFICATION Q Lo- - - - - - - - - - PUBLIC UTILITY EASEMENT LINE SECTION OR SECTION I, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR, SUBDIVISION LINE IDAHO LICENSE NO. 7920, DO HEREBY ATTEST THAT THE PLAT DEPICTED - - PROPOSED SUNRISE DR. RIGHT OF WAY LINE HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND IS ATRUE AND CORRECT REPRESENTATION THEREOF. - - - - - PRIVATE IRRIGATION EASEMENT INSTR. No. 321575, MCR = 5/8" REBAR WITH L.S. CAP SET WATER SYSTEM A PORTION OF INST. No. 446535, M.C.R./I R-6 CO = FOUND 5/8" REBAR PER REFERENCE OR AS INDICATED, PER IDAHO CODE 50-1334, THIS SUBDIVISION OR AS NOTED. WILL BE SERVED BY THE CITY OF REXBURG = SET 1/2" REBAR MUNICIPAL WATER SUPPLY DISTRIBUTION SYSTEM. SOUTHWEST 1/16TH CORNER, SECTION 32: = SECTION CORNER FOUND AS INDICATED FLOOD PLAIN DESIGNATION FOUND 5/8" REBAR, CAP B.3 LOT 7 = BLOCK 3, LOT 7 (TYP) SUBJECT PROPERTY FLOOD PLAIN ZONE X MISSING, PER R-3, R-4. C.P. REC. 01NOV06 AS SHEET 1 OF 2 M.C.R. = MADISON COUNTY RECORDS AS DEPICTED ON FLOOD MAP NUMBER INSTR. No. 332344, M.C.R. 16065CO020-D DATED 03JUN91 FOR THE EXTERIOR PROPERTY LINE CITY OF REXBURG, MADISION COUNTY, IDAHO. STREET CENTERLINE (O'd STREET RIGHT OF WAY LINE LOT LINE SURVEYOR'S CERTIFICATION Q Lo- - - - - - - - - - PUBLIC UTILITY EASEMENT LINE SECTION OR SECTION I, DARR MOON, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR, SUBDIVISION LINE IDAHO LICENSE NO. 7920, DO HEREBY ATTEST THAT THE PLAT DEPICTED - - PROPOSED SUNRISE DR. RIGHT OF WAY LINE HEREON WAS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND IS ATRUE AND CORRECT REPRESENTATION THEREOF. - - - - - PRIVATE IRRIGATION EASEMENT INSTR. No. 321575, MCR DEDICATION STATE OF IDAHO COUNTY OF MADISON SS KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED ARE THE OWNERS OF THE REAL PROPERTY AS SHOWN ON THIS PLAT. BE IT FURTHER KNOWN THAT THEY AGREE TO THE DESIGNATION OF SAID REAL PROPERTY AS FOUNDERS SQUARE, PHASE 3, A PLANNED UNIT DEVELOPMENT. FURTHER THAT THE OWNERS GRANT, GIVE AND DEDICATE TO THE PUBLIC SUCH PORTIONS OF LAND AS SHOWN ON SAID PLAT, AS SET APART FOR STREETS, EASEMENTS, AND ANY OTHER DESIGNATED PUBLIC LAND FOR USE OF THE PUBLIC FOREVER (PER IDAHO CODE 50-1313) IN ADDITION TO THOSE NOW ON RECORD OR LEGALLY ESTABLISHED. IT IS ALSO CERTIFIED THAT THE LOTS WITHIN THIS SUBDIVISION WILL BE SERVED BY THE CITY OF REXBURG MUNICIPAL WATER AND SEWER SYSTEMS AND SAID CITY HAS AGREED IN WRITING TO SERVE SAID LOTS. FINAL PLAT N FOUNDER'S SQUARE N PHASE 3 A PLANNED UNIT DEVELOPMENT A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF - SECTION 32 - TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO LEGAL DESCRIPTION A PORTION OF THE LANDS OF JAY DARIC AND SEPHLIN E. HEPWORTH ACCORDING TO WARRANTY DEED INSTRUMENT No. 446535, RECORDED DECEMBER 30, 2021, MADISON COUNTY RECORDS. TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO. SECTIONS 32: A PORTION OF NORTHWEST QUARTER OF THE SOUTHWEST QUARTER MORE PARTICULARLY DESCRIBED BELOW. BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER MONUMENTED BY A 5/8" REBAR AND LS CAP 7314, PERPETUATED NOVEMBER 1, 2006 AS INSTRUMENT No. 332345, MADISON COUNTY RECORDS; THENCE ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER SOUTH 0°10'38" EAST 495.35 FEET TO A 5/8" REBAR AND LS CAP 7920; THENCE SOUTH 33°31'20" WEST 75.71 FEET TO A 5/8" REBAR AND LS CAP AT THE NORTHEAST CORNER OF LOT 18, BLOCK 3 OF FOUNDER'S SQUARE PLANNED UNIT DEVELOPMENT, PHASE 1; JAY DARIC HEPWORTH DATE THENCE ALONG THE NORTH BOUNDARY OF SAID FOUNDER'S SQUARE, PHASE 1 THE FOLLOWING BEARINGS AND DISTANCES; SEPHLIN E. HEPWORTH DATE ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF MADISON SS BE IT REMEMBERED: THAT ON THIS DAY OF , 2023, BEFORE ME A NOTARY PUBLIC, IN AND FOR SAID STATE, PERSONALLY APPEARED JAY DARIC HEPWORTH, AND SEPHLIN E. HEPWORTH, HUSBAND AND WIFE, KNOWN OR IDENTIFIED TO ME TO BE THE SAME, AND SUBSCRIBED SAID NAMES TO THE FOREGOING INSTRUMENT. MY COMMISSION EXPIRES: NOTARY PUBLIC RESIDING IN SURVEYOR'S NARRATIVE FOUNDER'S SQUARE, PHASE 3 IS BOUNDED ON THE NORTH AND EAST BY 1/16th SECTION LINES AS MONUMENTED AND PERPETUATED BY REFERENCE ON THIS PLAT. THE REMAINING WEST AND SOUTH BOUNDARIES ARE DEFINED BY THE FINAL PLAT OF FOUNDER'S SQUARE, PHASE 1 AS RECORDED. THIS PLAT WAS COMMISSIONED BY JAY AND SEPHLIN HEPWORTH OWNERS OF RECORD OF THIS PLATTED PROPERTY. NORTH 59°22'28" WEST 142.30 FEET TO THE EAST BOUNDARY OF JOHN HANCOCK AVENUE; THENCE ALONG SAID EAST BOUNDARY ALONG A NON—TANGENT CURVE TO THE LEFT, A BEARING TO THE CENTER NORTH 59'48'21" WEST WITH RADIUS OF 909.00 FEET, LENGTH OF 23.54 FEET, TANGENT OF 11.77 FEET, DELTA OF 1°29'00", CHORD OF 23.53 FEET AND CHORD BEARING NORTH 29°27'09" EAST; THENCE NORTH 58°42'07" WEST 34.04 FEET TO A 5/8" REBAR AND LS CAP AS THE CENTERLINE OF PAUL REVERE DRIVE; THENCE NORTH 61°59'02" WEST 34.00 FEET TO A 5/8" REBAR AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 4 OF FOUNDER'S SQUARE, PHASE 1; THENCE ALONG A NON—TANGENT CURVE TO THE LEFT, A BEARING TO THE CENTER NORTH 61°21'57" WEST WITH RADIUS OF 841.00 FEET, LENGTH OF 65.44 FEET, TANGENT OF 32.74 FEET, DELTA OF 4°27'31", CHORD OF 65.43 FEET, AND CHORD BEARING OF NORTH 26°24'17" EAST TO A 5/8" REBAR; THENCE NORTH 65°49'28" WEST 97.17 FEET TO A 5/8" REBAR; THENCE NORTH 10°35'38" EAST 28.26 FEET TO A 5/8" REBAR; THENCE NORTH 8239'02" WEST 109.42 FEET TO A 5/8" REBAR ON THE EAST BOUNDARY OF PAUL REVERE DRIVE; THENCE NORTH 87°27'24" WEST 34.11 FEET TO A 5/8" REBAR AT THE CENTERLINE OF SAID PAUL REVERE DRIVE; THENCE CONTINUING NORTH 87°27'24" WEST 34.10 FEET TO THE WEST BOUNDARY OF PAUL REVERE DRIVE; THENCE NORTH 83°14'30" WEST 87.72 FEET TO A 5/8" REBAR ON THE EAST BOUNDARY OF FOUNDER'S SQUARE, PHASE 1; THENCE ALONG SAID EAST BOUNDARY NORTH 0°27'06" WEST 274.14 FEET TO A 5/8" REBAR ON THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE ALONG SAID NORTH LINE NORTH 8932'54" EAST 530.56 FEET TO THE TRUE POINT OF BEGINNING. FOUNDER'S SQUARE, PHASE 3 CONTAINS 4.60 ACRES, MORE OR LESS. PROTECTIVE COVENANTS PROTECTIVE COVENANTS GOVERNING THIS SUBDIVISION ARE IN EFFECT AND ARE RECORDED AS INSTRUMENT No. , MADISON COUNTY RECORDS. (DATE) IRRIGATION WATER RIGHTS WATER RIGHTS AND ASSESSMENT OBLIGATIONS ARE NOT APPURTENANT TO THE LANDS WITHIN THIS PLAT. LOTS WITHIN THIS SUBDIVISION WILL NOT RECEIVE A WATER RIGHT. CERTIFICATE OF COUNTY SURVEYOR 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. COUNTY SURVEYOR CITY OF REXBURG APPROVAL THIS IS TO CERTIFY THAT THE PLAT DEPICTED HEREON HAS BEEN APPROVED THIS DAY OF 2023 BY THE CITY COUNCIL OF REXBURG, MADISON COUNTY, IDAHO. MAYOR CITY CLERK PLANNING AND ZONING CITY ENGINEER MADISON COUNTY ASSESSOR'S/TREASURER'S CERTIFICATE I THE UNDERSIGNED COUNTY TREASURER IN AND COUNTY ASSESSOR 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 RECORDER'S CERTIFICATE I, HEREBY CERTIFY THAT THE FOREGOING PLAT OF FOUNDERS SQUARE, PHASE 3, A PLANNED UNIT DEVELOPMENT, WAS FILED IN THE OFFICE OF THE RECORDER OF MADISON COUNTY, IDAHO, ON THIS DAY OF 2023 AT AND RECORDED AS INSTRUMENT NO. COUNTY RECORDER SHEET 2 OF 2 D Y E R G R O U P LLC. ENGINEERING • PLANNING • MANAGEMENT 343 E. 4TH NORTH, SUITE 108, REXBURG, IDAHO 83340-6001 (208) 390-9700