HomeMy WebLinkAboutSitePlan_Soterra1_V11S00°15'19"W 384.50'N89°41'05"W 352.86'C
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S00°15'19"W 202.16'S89°44'41"E 426.43'N35°00'21"W 26.94'C2N81°28'42"W 275.94'C3N21°19'55"W 88.65'N26°05'48"W 151.36'N35°27'09"W 159.80'N40°31'00"W 196.47'N32°10'39"W 475.07'N26°54'14"W 90.12'N88°34'11"E 53.17'S89°44'41"E 683.29'N00°15'19"E 202.16'C
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S89°41'05"E 297.78'N00°15'19"E 262.24'N89°40'41"W 97.76'N82°33'14"W 96.76'N89°40'41"W 560.94'L1L2S89°41'05"E 1332.08'-BASIS OF BEARING-32126CUMBERLAND SUB No. 5 CUMBERLAND SUB No. 4 S00°15'19"W 275.29'1235748910111213141516171819202122232427282930311110987654321123456227218920101911121318171615142341UNPLATTEDUNPLATTEDUNPLATTED
N12°03'19"E 42.22'10' WIDE STORMDRAIN EASEMENT2526W. Pineville St.S.4S.33S. Kimball Ave.W. Ustick Rd.BLOCK 4BLOCK 3BLOCK 5Soterra WaySoterra Way
BLOCK 2BLOCK 1Segovia Ave.Soterra WayRavello St.Ravello St.Portofino WayPhyllis Canal
E. Ustick Rd.Phyllis CanalS00°15'19"W 1259.62'S89°40'41"E 1332.20'C5S89°40'41"E 536.37'UNPLATTEDUNPLATTEDPLS 896022.52' W.C.(R4)S89°40'41"E 795.83'GOV'T LOT 2SW OF NES.3S.4S.34S.33Curve TableCURVEC1C2C3C4C5LENGTH115.53'192.62'201.54'198.84'6.82'RADIUS73.50'237.43'194.90'126.50'300.69'DELTA90°03'36"46°28'56"59°14'52"90°03'36"1°17'58"CHORD BEARINGS45°17'07"WN58°14'31"WS50°57'17"ES45°17'07"WN12°42'16"ECHORD LENGTH104.00'187.38'192.68'178.99'6.82'Line TableLINEL1L2BEARINGN45°17'07"EN44°42'41"WLENGTH9.22'3.88'SHEET 1 OF 7PN 120087462 East Shore Drive, Suite 100Eagle, ID 83616PH:(208) 939-4041100'200'0N 1/4 SEC.4 (ALC)CP&F# 2017-051443NE COR. SEC. 4 (BCP)CP&F# 2021-029461Notes:FOUND BRASS (BCP)OR ALUMINUM (ALC) CAP MONUMENT, AS SHOWNFOUND 5/8" REBAR, PLS 4116, OR AS SHOWNFOUND 1/2" REBAR, PLS 4116, AS SHOWNSET 5/8"x24" REBAR W/ PLASTIC CAP, "MSF 13550"SET 5/8"x24" REBAR W/ PLASTIC CAP, "WITNESS CORNER MSF 13550"SET 1/2"x24" REBAR W/ PLASTIC CAP, "MSF 13550"CALCULATED POINT, (NOTHING FOUND OR SET)SECTION LINESUBDIVISION BOUNDARY LINERIGHT-OF-WAY LINELOT LINEROAD CENTERLINEADJACENT LOT LINEEASEMENT LINETIE LINETOP OF DITCH BANKLOT NUMBER1.THIS SUBDIVISION LIES WITHIN THE CITY OF CALDWELL AND PIONEER IRRIGATION DISTRICT. A PRESSUREIRRIGATION SYSTEM SERVICES EACH LOT WITHIN THE SUBDIVISION. THE INDIVIDUAL LOT OWNERS ARERESPONSIBLE FOR IRRIGATIONS ASSESSMENTS.2.ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIMEOF RESUBDIVISION.3.ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLICUTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE.SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOTERRA RESIDENTIAL HOMEOWNERSASSOCIATION.4.EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE ANDPROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATIONEASEMENTS ARE RESERVED FOR THE SOTERRA RESIDENTIAL HOMEOWNERS ASSOCIATION.5.REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENTPUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONEDOTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOTERRA RESIDENTIALHOMEOWNERS ASSOCIATION.6.ALL STREET RIGHT-OF-WAY SHOWN HEREON ARE DEDICATED TO THE PUBLIC FOR PUBLIC USE.7.MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING ANDSUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLYAPPROVED AND/OR REQUIRED.8.LOTS 6 & 30, BLOCK 1; LOTS 1 & 9, BLOCK 2; LOT 1, BLOCK 3; AND LOTS 8 & 12, BLOCK 4 ARE DESIGNATED ASCOMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SOTERRA RESIDENTIAL HOMEOWNERSASSOCIATION.9.LOT 4, BLOCK 1 SHALL BE A COMMON ACCESS LOT FOR LOT 3, BLOCK 1 AND LOT 5, BLOCK 1. THERE SHALL BEA MINIMUM 5' WIDE LANDSCAPE BUFFER BETWEEN THE COMMON DRIVE AND LOT 7, BLOCK 1.10.LOT 11, BLOCK 1 SHALL BE A 20' WIDE COMMON LOT WITH A BLANKET PERMANENT PUBLIC UTILITY EASEMENTAND MICRO PATHWAY.11.LOT 21, BLOCK 1 AND LOT 9, BLOCK 2 SHALL BE A 15' WIDE MICRO PATHWAY COMMON LOT.12.IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED ANUNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTSFROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.13.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES:"NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME ANUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDINGNONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THEOPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPEROR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSIONTHEREOF."Legend:References:R1.CUMBERLAND SUBDIVISION No. 4, BOOK 46 OF PLATS AT PAGE 36, CANYONCOUNTY RECORDS.R2. CUMBERLAND SUBDIVISION No. 5, BOOK 48 OF PLATS AT PAGE 31, CANYONCOUNTY RECORDS.R3.RECORD OF SURVEY INSTRUMENT #2017-046447, RECORDS OF CANYON COUNTY.R4.RECORD OF SURVEY INSTRUMENT #200506229, RECORDS OF CANYON COUNTY.R5.RECORD OF SURVEY INSTRUMENT #200040015, RECORDS OF CANYON COUNTY.Survey Narrative:THIS PLAT WAS PREPARED THE DEVELOPMENT OF SOTERRA SUBDIVISION PHASE 1.THE PROPERTY BEING PLATTED IS ADJACENT TO WEST USTICK ROAD, UPLATTEDLANDS, THE WESTERN BOUNDARIES OF CUMBERLAND SUBDIVISION No.4 & No.5 ANDTHE PHYLLIS CANAL. THE SECTION TIES AND FOUND SUBDIVISION MONUMENTSWERE HELD FOR THOSE BOUNDARY LINES. THE BASIS OF BEARINGS HAS BEENESTABLISHED FROM THE FOUND NORTH 1/4 CORNER & THE EAST ONE SIXTEENTHCORNER OF SECTION 4, TAKEN AS S 89°40'41" E, 1332.20 FEET.Final Plat forSoterra Subdivision Phase 1Situated in a portion of the West 1/2 of the Northeast 1/4 of Section 4,Township 3 North, Range 3 West, Boise Meridian,City of Caldwell, Canyon County, Idaho2023Scale: 1" = 100'CN 1/16th SEC.4 (PLS 8960)CP&F No. 200519499E 1/16th SEC. 4 (PLS 8575)CP&F#2021-029462POINT OF BEGINNING10CENTERLINE OF CANALCENTERLINE OF CANALTOP09/12/2024
L8L5Soterra WayS. Kimball Ave.W. Ustick Rd.Soterra Way
1S89°40'41"E 795.83'N89°40'41"W 560.94'N12°03'19"E 42.22'S00°15'19"W 384.50'N82°33'14"W 96.76'N89°40'41"W 97.76'N00°15'19"E 262.24'N89°41'05"W 352.86'S89°41'05"E 297.78'C
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N00°15'19"E 202.16'S89°44'41"E 426.43'N26°54'14"W 90.12'N89°44'41"W 683.29'N00°15'19"E 202.16'
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48'
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E. Ustick Rd.L2L15Final Plat forSoterra Subdivision Phase 1SHEET 2 OF 7PN 120087462 East Shore Drive, Suite 100Eagle, ID 83616 PH:(208) 939-404160'120'0Scale: 1" = 60'See Sheet 1 for Notes & LegendSee Sheet 5 for Line and Curve TablesMATCH LINE SEE SHEET 309/12/2024
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91.90'S89°44'41"E116.50'91.90'
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TYP.10'TYP.11C71L19L20L21L22L23L24Final Plat forSoterra Subdivision Phase 1SHEET 4 OF 7PN 120087462 East Shore Drive, Suite 100Eagle, ID 83616 PH:(208) 939-404160'120'0Scale: 1" = 60'See Sheet 1 for Notes & LegendSee Sheet 5 for Line and Curve TablesMATCH LINE SEE SHEET 309/12/2024
89.18'N60°31
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'S81°28'42"E 147.48'S26°05'48"E 157.05'S35°27'09"E 165.85'22.99'S40°31'00"E 195.09'N32°10'39"W 469.36'L1347.44'L8L521.98'20.91'21.58'W. Pineville St.Ravello St.Ravello St.Portofino WaySoterra WaySegovia Ave.15161761819202223242526272829303132121110141516172349876511812131110199820721622432115BLOCK 4S89°44'41"E 426.43'S00°15'19"W 1259.62'N35°27'09"W 159.80'N40°31'00"W 196.47'N32°10'39"W 475.07'N26°54'14"W 90.12'N89°44'41"W 683.29'S88°34'11"W 53.17'269.79'80.00'80.00'80.00'80.00'80.00'73.59'73.59'192.17'N00°15'19"E
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345.16'BLOCK 2BLOCK 2BLOCK 1N89°42'24"E69.46'S26°05'48"E60.59'S35°27'09"E221.54'30.67'L
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'81.48'65.04'30' PHYLLIS CANALEASEMENT, 20' FROMTOP OF BANK MINIMUM.28'28'N89°42'24"E143.01'BLOCK 48.34'214.63'72.19'9.19'68.00'75.02'52.07'71.44'71.42'72.14'C7C8C9C10C11
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P
.10'TYP.10'TYP.2115.00'L15L16L17L18L19Final Plat forSoterra Subdivision Phase 1SHEET 3 OF 7PN 120087462 East Shore Drive, Suite 100Eagle, ID 83616 PH:(208) 939-404160'120'0Scale: 1" = 60'See Sheet 1 for Notes & LegendSee Sheet 5 for Line and Curve TablesMATCH LINE SEE SHEET 2MATCH LINE SEE SHEET 409/12/2024
Curve TableCURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36LENGTH115.53'192.62'201.54'198.84'6.82'157.18'10.51'65.54'65.54'50.55'14.99'10.51'33.77'75.40'4.44'10.26'34.79'11.35'41.31'43.65'10.26'4.44'82.32'36.87'127.85'66.09'20.17'116.59'42.98'20.21'47.95'11.14'96.66'71.04'25.90'26.93'RADIUS73.50'237.43'194.90'126.50'300.69'100.00'20.00'50.00'50.00'50.00'50.00'20.00'21.50'48.00'74.50'20.00'50.00'50.00'50.00'50.00'20.00'74.50'48.00'21.50'285.43'285.43'146.90'146.90'126.50'126.50'126.50'126.50'100.00'73.50'323.50'323.50'DELTA90°03'36"46°28'56"59°14'52"90°03'36"1°17'58"90°03'36"30°06'10"75°06'08"75°06'08"57°55'21"17°10'51"30°06'10"90°00'00"90°00'00"3°25'03"29°23'57"39°51'47"13°00'34"47°20'01"50°01'25"29°23'57"3°25'03"98°15'59"98°15'59"25°39'49"13°16'01"7°52'06"45°28'23"19°27'53"9°09'19"21°43'00"5°02'42"55°22'54"55°22'54"4°35'13"4°46'08"CHORD BEARINGS45°17'07"WN58°14'31"WS50°57'17"ES45°17'07"WN12°42'16"ES45°17'07"WN75°12'14"EN82°17'47"WN82°17'47"WN15°47'02"WN21°46'04"ES15°18'24"WN44°44'41"WN44°44'41"WN01°57'51"ES11°01'36"EN05°47'41"WN20°38'29"EN50°48'47"ES80°30'30"EN70°11'46"WS83°11'13"EN49°23'19"EN49°23'19"EN55°22'30"WN74°50'25"WN78°34'49"WN44°04'06"WS71°44'45"ES57°26'09"ES41°59'59"ES28°37'09"ES53°47'15"ES53°47'15"EN28°23'24"WN33°04'05"WCHORD LENGTH104.00'187.38'192.68'178.99'6.82'141.50'10.39'60.95'60.95'48.42'14.94'10.39'30.41'67.88'4.44'10.15'34.09'11.33'40.14'42.28'10.15'4.44'72.60'32.52'126.78'65.94'20.16'113.55'42.77'20.19'47.66'11.13'92.94'68.31'25.89'26.92'Curve TableCURVEC37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60C61C62C63C64C65C66C67C68C69C70C71LENGTH57.15'9.59'51.88'28.59'30.94'18.18'15.10'29.89'15.01'9.90'50.94'47.08'20.16'10.26'25.98'33.02'37.74'34.36'10.26'20.16'102.57'45.94'49.49'60.50'93.48'50.22'26.75'28.82'24.49'20.17'64.85'18.62'53.78'24.09'20.10'RADIUS350.00'376.50'376.50'323.50'350.00'376.50'376.50'376.50'376.50'376.50'350.00'323.50'74.50'20.00'50.00'50.00'50.00'50.00'20.00'74.50'48.00'21.50'176.50'176.50'150.00'123.50'123.50'176.50'150.00'123.50'74.50'74.50'48.00'21.50'146.90'DELTA9°21'21"1°27'36"7°53'45"5°03'51"5°03'51"2°45'59"2°17'52"4°32'55"2°17'02"1°30'24"8°20'21"8°20'21"15°30'03"29°23'57"29°46'27"37°50'28"43°14'36"39°22'15"29°23'57"15°30'03"122°25'58"122°25'58"16°04'01"19°38'27"35°42'28"23°17'56"12°24'32"9°21'21"9°21'21"9°21'21"49°52'29"14°19'19"64°11'48"64°11'48"7°50'29"CHORD BEARINGN30°46'28"WN26°49'36"WN31°30'16"WN37°59'04"WN37°59'04"WN36°50'08"WN39°22'04"WS38°14'32"ES34°49'34"ES32°55'51"ES36°20'49"ES36°20'49"ES24°25'37"EN31°22'34"WS31°11'19"ES02°37'08"WS43°09'40"WS84°28'06"WN89°27'15"ES82°30'18"WS29°02'20"WS29°02'20"WS07°46'41"ES25°37'55"ES17°35'55"ES11°23'39"ES29°14'53"EN30°46'28"WN30°46'28"WN30°46'28"WS51°02'02"ES83°07'56"ES58°11'42"ES58°11'42"ES70°43'32"ECHORD LENGTH57.09'9.59'51.84'28.58'30.93'18.18'15.10'29.88'15.01'9.90'50.90'47.04'20.09'10.15'25.69'32.43'36.85'33.69'10.15'20.09'84.14'37.69'49.33'60.21'91.98'49.88'26.69'28.79'24.47'20.14'62.82'18.57'51.01'22.85'20.09'Line TableLINEL1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24BEARINGN45°17'07"EN44°42'41"WN44°42'41"WN45°17'07"EN89°44'41"WS45°15'19"WS45°15'19"WS89°44'41"EN44°44'41"WN44°44'41"WS89°44'41"ES42°42'43"ES35°27'09"EN35°27'09"WN88°34'11"EN60°27'34"EN53°39'11"EN52°00'56"EN59°13'32"EN66°17'09"EN68°40'10"EN08°58'46"EN08°31'02"EN54°59'39"ELENGTH9.22'3.88'19.10'19.08'13.50'19.09'12.01'13.50'19.09'12.01'9.21'10.59'15.00'15.00'14.40'13.01'13.03'13.01'13.04'13.01'13.00'13.00'13.00'13.00'Final Plat forSoterra Subdivision Phase 1SHEET 5 OF 7PN 120087462 East Shore Drive, Suite 100Eagle, ID 83616 PH:(208) 939-404109/12/2024
SHEET 6 OF 7PN 120087462 East Shore Drive, Suite 100Eagle, ID 83616PH:(208) 939-4041KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED:A PARCEL OF LAND SITUATE IN A PORTION OF THE WEST ONE HALF OF THE NORTHEAST ONE QUARTER OF SECTION 4, TOWNSHIP 3 NORTH, RANGE3 WEST, BOISE MERIDIAN, CITY OF CALDWELL, CANYON COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTH ONE QUARTER CORNER OF SAID SECTION 4, (FROM WHICH THE EAST ONE SIXTEENTH CORNER OF SAID SECTION 4BEARS, SOUTH 89° 40' 41” EAST, 1332.20 FEET, DISTANT), THENCE ON THE NORTH SECTION LINE OF SAID SECTION 4, SOUTH 89° 40' 41” EAST,536.37 FEET, TO A POINT ON THE CENTERLINE OF THE PHYLLIS CANAL AND THE POINT OF BEGINNING:THENCE CONTINUING ON SAID NORTH SECTION LINE, SOUTH 89° 40' 41” EAST, 795.83 FEET, TO THE EAST ONE SIXTEENTH CORNER OF SAIDSECTION 4;THENCE ON THE EAST LINE OF AFOREMENTIONED WEST ONE HALF OF THE NORTHEAST ONE QUARTER, SOUTH 00° 15' 19" WEST, 384.50 FEET;THENCE LEAVING SAID EAST LINE, NORTH 89° 41' 05" WEST, 352.86 FEET, TO A POINT OF CURVATURE;THENCE 115.53 FEET ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 73.50 FEET, A CENTRAL ANGLE OF 90° 03' 36", AND WHOSELONG CHORD BEARS SOUTH 45° 17' 07" WEST, 104.00 FEET;THENCE SOUTH 00° 15' 19" WEST, 202.16 FEET;THENCE SOUTH 89° 44' 41" EAST, 426.43 FEET, TO A POINT ON SAID EAST LINE, POINT BEING COMMON WITH THE NORTHWESTERLY CORNEROF CUMBERLAND SUBDIVISION No.4, AS THE SAME IS SHOWN ON THE OFFICIAL PLAT THERE ON, BOOK 46, PAGE 36, CANYON COUNTYRECORDS;THENCE ON THE WEST BOUNDARY LINE OF SAID CUMBERLAND SUBDIVISION No. 4 AND THE WEST BOUNDARY LINE OF CUMBERLANDSUBDIVISION No.5, AS THE SAME IS SHOWN ON THE OFFICIAL PLAT THERE ON, BOOK 48, PAGE 31, CANYON COUNTY RECORDS, SOUTH 00° 15'19" WEST, 1259.62 FEET, TO A POINT ON THE CENTERLINE OF THE PHYLLIS CANAL;THENCE ON SAID CENTERLINE THE FOLLOWING TEN COURSES:NORTH 35° 00' 21" WEST, 26.94 FEET TO A POINT OF CURVATURE;THENCE 192.62 FEET ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 237.43 FEET, A CENTRAL ANGLE OF 46° 28' 56", ANDWHOSE LONG CHORD BEARS NORTH 58° 14' 31" WEST, 187.38 FEET;THENCE NORTH 81° 28' 42" WEST, 275.94 FEET TO A POINT OF CURVATURE;THENCE 201.54 FEET ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 194.90 FEET, A CENTRAL ANGLE OF 59° 14' 52", ANDWHOSE LONG CHORD BEARS NORTH 50° 57' 17" WEST, 192.68 FEET;THENCE NORTH 21° 19' 55" WEST, 88.65 FEET;THENCE NORTH 26° 05' 48" WEST, 151.36 FEET;THENCE NORTH 35° 27' 09" WEST, 159.80 FEET;THENCE NORTH 40° 31' 00" WEST, 196.47 FEET;THENCE NORTH 32° 10' 39" WEST, 475.07 FEET;THENCE NORTH 26° 54' 14" WEST, 90.12 FEET;THENCE LEAVING SAID CENTERLINE, NORTH 88° 34' 11" EAST, 53.17 FEET;THENCE SOUTH 89° 44' 41" EAST, 683.29 FEET;THENCE NORTH 00° 15' 19" EAST, 202.16 FEET TO A POINT OF CURVATURE;THENCE 198.84 FEET ON THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 126.50 FEET, A CENTRAL ANGLE OF 90° 03' 36", ANDWHOSE LONG CHORD BEARS NORTH 45° 17' 07" EAST, 178.99 FEET;THENCE SOUTH 89° 41' 05" EAST, 297.78 FEET;THENCE NORTH 45° 17' 07" EAST, 9.22 FEET;THENCE NORTH 00° 15' 19" EAST, 262.24 FEET;THENCE NORTH 44° 42' 41" WEST, 3.88 FEET;THENCE NORTH 89° 40' 41" WEST, 97.76 FEET;THENCE NORTH 82° 33' 14" WEST, 96.76 FEET;THENCE NORTH 89° 40' 41" WEST, 560.94 FEET, TO A POINT OF CURVATURE ON SAID CENTERLINE OF THE PHYLLIS CANAL;THENCE ON SAID CENTERLINE, 6.82 FEET ON THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 300.69 FEET, A CENTRAL ANGLE OF 01°17' 58", AND WHOSE LONG CHORD BEARS NORTH 12° 42' 16" EAST, 6.82 FEET;THENCE NORTH 12° 03' 19" EAST, 42.22 FEET, TO THE POINT OF BEGINNING.THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 24.34 ACRES, MORE OR LESS.I, MICHAEL S. FEMENIA, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT ASDESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION ANDACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.Certificate of SurveyorCertificate of OwnersSTATE OF IDAHO ) ) SSCOUNTY OF ADA )ON THIS ________ DAY OF ____________________, _________, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE,PERSONALLY APPEARED BRENT THOMPSON, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF LANDEX ID SORTERRA, LLC, AND ACKNOWLEDGED TOME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.___________________________NOTARY PUBLIC FORRESIDING IN ____________________________________________MY COMMISSION EXPIRESAcknowledgmentLAND ID SOTERRA, LLCBY:BRENT THOMPSON, MANAGERFinal Plat forSoterra Subdivision Phase 1IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATETO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TOTHE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCHOTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAIDEASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF CALDWELL, AND THECITY OF CALDWELL HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.09/12/2024