Final PlatN 0°34'14" E 723.50'N 46°33'09" W 760.07'S 89°36'21" E 899.73'L2
L3L4C1C2C4C52345
6781112131415161718282930272624252322212031513250494847463334353637383940414243444519101N. DVORAK AVE.
(PUBLIC)E. GUINNESS ST. (PUBLIC)BLOCK 1S 43°26'51
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131.03'119.06'N 43°26'51"
E154.33'S 89°45'39" EE. DUNWOODY CT.30 29N 00°37'26" E 1328.28'W1/4 CORNERSECTION 29ILLEGIBLECOR. REC. #114032922N1/16 CORNERSECTION 29NO CAPCN1/16 CORNERILLEGIBLEC1/4 CORNERPLS 5082COR. REC. 102145649 POBS 00°31'15" W
1320.88'N1/4 CORNERSECTION 29ILLEGIBLECOR. REC. #980683352029N. SWEET VALLEY AVE.
N. SHANDEE DR.
N. STAFFORD PL.W. BARCLAY ST.BRISTOL HEIGHTSNO. 15AUSTIN CREEKSUBDIVISIONNO. 4BLOCK 21BRISTOL HEIGHTSNO. 18BLOCK 27BRISTOL HEIGHTSNO. 18BRISTOL HEIGHTSNO. 17BLOCK 24BRISTOL HEIGHTSNO. 21FULLERRANCHETTE'SDUNWOODYSUBDIVISIONDUNWOODYSUBDIVISIONBLOCK 13VIENNA WOODSSUBDIVISION NO. 6BLOCK 4VIENNA WOODSSUBDIVISION NO. 6VIENNA WOODSSUBDIVISION NO. 4N 0°37'26" E 1328.28'2BLOCK 2S 89°45'39" E 1856.04'155.93'S 89°43'15" ES 0°31'15" W 1321.09'BLOCK 1BLOCK 1S 0°31'15" W 2641.97' - BASIS OF BEARINGN 89°45'39" W 801.97'PLS 4431PLS 2109PLS 2109PLS 943NO CAPPLS 4431NO CAPPLS 43471BLOCK 21BLOCK 2THREE CORNERSSUBDIVISION NO. 2BLOCK 1THREE CORNERSSUBDIVISION NO. 2E. COMMANDER LN. (PRIVATE)N. MENDELSON LN. (PRIVATE)E. BARCLAY LN. (PRIVATE)N. FAWN CREEK LN. (PRIVATE)
N. MENDELSON LN. (PRIVATE)E. ELMSPRINGS LN. (PRIVATE)C3N 89°45'39" W207.56'N 79°36'58" W178.79'N. SCHUMANN LN. (PRIVATE)BLOCK 25BRISTOL HEIGHTSNO. 219216.01'S 89°43'15" ES 89°36'21" E 1068.09'30 29L1S 89°36'21" E 260.59'NO CAPPLS 4347FULLERRANCHETTE'S11LEGENDSUBDIVISION LOT LINESECTIONAL LINESUBDIVISION BOUNDARYCENTERLINELOT NUMBERFOUND 5/8" REBAR AS NOTEDFOUND BRASS CAPSET 5/8" REBAR/CAP PLS 10561CALCULATED POINTFOUND ALUMINUM CAP 1POINT OF BEGINNINGPOBFOUND 1/2" REBAR AS NOTED RESET5/8" REBAR/CAP PLS 10561BOOK ____, PAGE_____.( FEET )SCALE075150300150THREE CORNERS RANCH SUBDIVISIONA PORTION OF THE NW1/4 OF SECTION 29,T. 4 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO2020PLAT NOTES1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE ISHEREBY RESERVED ALONG THE FOLLOWING:-TEN (10') FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED-TEN (10') FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS DEPICTED-FIVE (5') FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTEDA PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING:-TEN (10') FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED-FIVE (5') FOOT WIDE SIDE LOT LINES OR AS DEPICTED2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICHSTATES "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BEOR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THESURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THANONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIMEIT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN ANUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURALOPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVEDSUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE INCOMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.5. LOTS 3, 9, 18, 25, 35 AND 44, BLOCK 1, AND LOTS 1 & 2, BLOCK 2 ARE RESERVED AS COMMONAREA, ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THREE CORNERS RANCHPROPERTY OWNERS ASSOCIATION, INC.6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2020-076047.7. IRRIGATION WATER HAS BEEN PROVIDED FROM KARNES LATERAL ASSOCIATION, INC., INCOMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TOIRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM KARNES LATERALASSOCIATION, INC..8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OFTHE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2019-104973.10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THREE CORNERSRANCH PROPERTY OWNERS ASSOCIATION, INC. UPON, ACROSS, OVER AND UNDER ANY PORTION OFANY LOT THAT IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR THREE CORNERSRANCH PROPERTY OWNERS ASSOCIATION, INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THEHOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM ANY OF THEIRRIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS, OR TO PERFORM THE DUTIESAND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORMPURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO INSTALL, OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS, LINES,CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES.11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BERECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME.12. A PORTION OF LOT 2, BLOCK 1, AND LOT 1, BLOCK 2, ARE SERVIENT TO AND CONTAIN THEACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDEDMASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 ASINSTRUMENT NO. 2015-103256, ADA COUNTY RECORDS, AND INCORPORATED HEREIN BY THISREFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THESTORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHOCODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATERDRAINAGE SYSTEM.13. THE SEWER/WATER EASEMENT NO. 1 INST. NO. 2020-044089 COVERS ALL OF LOT1 , BLOCK 1 INTHREE CORNERS SUBDIVISION.14. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THEHIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.DWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:1 OF 66/2020KB/AMKB18303 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COM18303-FPAWTOOTSHLand Surveying, LLC1 INCH = 150 FT.REFERENCESR1)DUNWOODY SUBDIVISION, BK 58 OF PLATS, PG 5482-5483R2)THREE CORNERS SUBDIVISION NO. 2, BK 107 OF PLATS, PG 14896-14901R3)FULLER RANCHETTE'S SUBDIVISION, BK 18 OF PLATS, PG 1179-1180R4)BRISTOL HEIGHTS NO. 15, BK 78 OF PLATS, PG 8238-8239R5)BRISTOL HEIGHTS NO. 17, BK 79 OF PLATS, PG 8378-8379R6)BRISTOL HEIGHTS NO. 18, BK 79 OF PLATS, PG 8463-8464R7) BRISTOL HEIGHTS NO. 21, BK 85 OF PLATS, PG 9568-9570R8)AUSTIN CREEK SUBDIVISION NO. 4, BK 80 OF PLATS, PG 8657-8658R9)VIENNA WOODS SUBDIVISION NO. 6, BK 85 OF PLATS, PG 9531-9532R10) RECORD OF SURVEY NO. 8603, INST. NO. 109089282R11) RECORD OF SURVEY NO. 10096, INST. NO. 2015-037170R11) WARRANTY DEED INST. NO. 2015-052747SEE SHEET 3 OF 6 FOR LINE & CURVE TABLESSURVEYOR'S NARRATIVETHIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE OWNER TO CREATERESIDENTIAL BUILDING LOTS AND COMMON LOTS.A GAP EXISTS FROM THE FOUND MONUMENTS BETWEEN THE FULLER RANCHETTE'SSUBDIVISION AND THE DUNWOODY SUBDIVISION AND IS SHOWN ON RECORD OF SURVEY10096. THE NORTH LINE OF THE DUNWOODY SUBDIVISION IS THE NORTH LINE OF THE S1/2NW1/4 OF SECTION 29.8/11/20
S 0°31'15" W 171.92'
S 0°31'15" W 176.53'S 89°28'45" E 132.03'S 0°31'15" W 376.29'
197.35'178.94'S 89°43'15" E 321.39'182.22'110.00'29.17'117.53'S 89°28'45" E113.00'N 0°31'15" E 228.89'
S 0°31'15" W
194.59'
S 0°31'15" W
159.64'
S 0°31'15" W
152.86'
202.01'
153.34'
110.34'118.55'141.79'152.25'150.00'S 0°31'15" W 149.53'S 89°45'39" E 92.93'77.86'92.83'63.79'29.14'13.12'L6L7L8N 81°39'41" E 308.91'C20C23C24
C25
C26C28C29S 79°36'58" E 383.80'170.69'124.54'S 79°36'58" E 396.39'52.43'26.99'N 81°39'41" E 326.63'43.76'111.33'118.95'4.51'143.84'133.62'29.35'19.82'N 79°36'58" W 178.79'N 89°45'39" W 207.56'N 46°33'09" W 760.07'S 89°43'15" E 155.93'S 89°43'15" E 216.01'L1
L4C1C2C3C4C5 N. SWEET VALLEY AVE.
N. SHANDEE DR.FULLER RANCHETTE'SBLOCK 2THREE CORNERSSUBDIVISION NO. 2BLOCK 1THREE CORNERSSUBDIVISION NO. 2DUNWOODY SUBDIVISIONS 89°36'21" E 260.59'S
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N 0°31'15" E 197.46'C601E. COMMANDER LN. (PRIVATE)MATCH LINE SHEET 2S 89°36'21" E 247.27'S 89°36'21" E 242.62'2BLOCK 2S 89°43'15" E 105.11'MATCH LINE SHEET 4MATCH LINE SHEET 3
MATCH LINE SHEET 2
MATCH LINE SHEET 4MATCH LINE SHEET 35'10'5' (TYP)5' (TYP)5' (TYP)5' (TYP)5' (TYP)10' (TYP)10' (TYP)BLOCK 121.00'6.00'20.50'R = 49'S 89°36'21" E 247.27'20.50'10.48'N 01°21'24" W 128.93'136.29'114.54'N 06°50'36" E
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'N 46°33'09" W 250.83'L28PLS 2109PLS 2109PLS 943NO CAPPLS 4431NO CAPPLS
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7IDAHO POWER ESMT.INST. NO. 112098321L30L31L32C58C67C7C68C59C8C9C66C6C70C6
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0 1BLOCK 2S 89°43'21" EL25N 0°23'39" E18.00'E. DUNWOODY CT.E. BARCLAY LN. (PRIVATE)S 89°36'21" E 130.65'920.24'L23
S 79°36'58" E 242.08'L999S 89°36'21" E L2
L3C21
26.77'S 89°28'45" E212.80'155.03'154.25'FULLER RANCHETTE'S10' (TYP)
10' (TYP)
14'1899.73'10'20'20'SEE DETAILN 81°39'41" ES 79°36'58" E 89.76'8.02'85.00'13.35'20.00'149.13' S 0°31'15" W 142.30'
172.82'
155.68'
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5
174.99'
191.92'10.12'168.16'10.44'C73
30.36'227.95'S 89°28'45" E 173.00'4'
6'INGRESS/EGRESS EASEMENTFOR BENEFIT OF LOT 5 BLOCK 1INGRESS/EGRESS EASEMENTFOR BENEFIT OF LOT 2 BLOCK 148.00'9.92'30.00'7.00'LEGENDSUBDIVISION LOT LINESECTIONAL LINESUBDIVISION BOUNDARYCENTERLINELOT NUMBERFOUND 5/8" REBAR AS NOTEDFOUND BRASS CAPSET 5/8" REBAR/CAP PLS 10561SET 1/2" REBAR/CAP PLS 10561CALCULATED POINTNEW EASEMENTSTEMPORARY TURN AROUNDFOUND ALUMINUM CAP 1POINT OF BEGINNINGPOBFOUND 1/2" REBAR AS NOTEDRESET 5/8" REBAR/CAP PLS 10561ACHD STORM DRAINAGE EASEMENTSEWER EASEMENT INST. NO.2020-044109WATER EASEMENT INST. NO.2020-044018SEWER/WATER EASEMENT NO. 2INST. NO. 2020-046248KARNES LATERAL EASEMENTINST. NO. 2020-024017SEWER SERVICE EASEMENTINST. NO. 2020-066841N. SHANDEE DR.20.50'20.50'C6
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9BLOCK 1DETAILNTSBOOK ____, PAGE_____.( FEET )SCALE02550100501 INCH = FT50THREE CORNERS RANCH SUBDIVISIONDWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:2 OF 68/2020KB/AMKB18303 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COM18303-FPAWTOOTSHLand Surveying, LLCSEE SHEET 3 OF 6 FOR LINE & CURVE TABLE8/11/20
S 0°31'15" W 171.92'S 0°31'15" W 176.53'S 0°31'15" W 376.29'197.35'178.94'
S 0°31'15" W 156.00'S 0°31'15" W 220.00'S 89°36'21" E 426.25'S 89°28'45" E 279.79'S 89°28'45" E170.00'S 89°28'45" E150.00'S 89°28'45" E150.00'S 89°28'45" E170.00'S 89°28'45" E150.00'S 89°28'45" E171.60'S 89°28'45" E154.37'106.25'160.00'160.00'139.78'138.08'
S 0°31'15" W
168.19'
S 0°31'15" W167.84' S 89°28'45" E 150.28'S 89°28'45" E 151.50'S 89°28'45" E 165.50'S 89°28'45" E 230.00'115.00'115.00'115.00'51.29'S 0°31'15" W 149.53'S 0°31'15" W 156.00'
57.50'94.00'94.00'94.00'
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15.34'19.80'6.36'14.00'S 89°28'45" E 279.79'32.00'C11C12C13C14C16C17C19C31C32C33S 89°28'45" E 218.73'594.41'S 89°28'45" E 218.95'27.00'
S 0°31'15" W 341.34'12.53'L264.51'29.35'19.82'S 89°36'21" E 899.73'N. STAFFORD PL.W. BARCLAY ST.BLOCK 27BRISTOL HEIGHTSNO. 18BRISTOL HEIGHTSNO. 17BLOCK 25BRISTOL HEIGHTSNO. 21BLOCK 24BRISTOL HEIGHTSNO. 21E. BARCLAY LN. (PRIVATE)E. COMMANDER LN. (PRIVATE)N. MENDELSON LN. (PRIVATE)S 89°28'45" E 250.73'C15C18S 89°28'45" E 183.50'S 0°31'15" W 386.84'S 89°28'45" E 279.79'111213141516171824252322212019101BLOCK 127.00'
L27 1E. COMMANDER LN. (PRIVATE)MATCH LINE SHEET 3MATCH LINE SHEET 4MATCH LINE SHEET 3MATCH LINE SHEET 2MATCH LINE SHEET 4MATCH LINE SHEET 390.00'
90.00'
75.84'
90.00'5' (TYP)5' (TYP)5' (TYP)
5' (TYP)5' (TYP)10' (TYP)5' (TYP)5' (TYP)10' (TYP)10' (TYP)S 89°28'45" E170.00'67.00'113.50'920.24'L983.73'135.22'9FULLER RANCHETTE'SFULLER RANCHETTE'S20'1CN1/16 CORNERILLEGIBLE13.99'31.47'13.99'N 81°39'41" ES 79°36'58" E 89.76'S 0°31'15" W 1321.09'
174.99'191.92'10.12'30.36'67.00'CURVEARC LENGTHRADIUSDELTA ANGLECH. BEARINGCH. LENGTHC149.00'60.00'46°47'30"S 66°50'36" W47.65'C224.07'20.00'68°57'46"S 08°57'58" W22.65'C382.23'175.00'26°55'27"N 38°58'38" W81.48'C429.36'20.00'84°06'47"N 85°30'15" E26.79'C589.83'110.00'46°47'30"N 66°50'36" E87.36'C690.98'70.50'73°56'34"S 52°38'04" E84.80'C719.03'69.50'15°41'28"S 81°45'37" E18.97'C85.65'130.50'2°28'43"S 75°09'15" E5.65'C930.36'130.50'13°19'39"S 83°03'26" E30.29'C1091.66'70.50'74°29'38"N 53°01'56" E85.34'C1138.49'63.50'34°43'40"S 72°06'55" E37.90'C1246.98'63.50'42°23'18"S 33°33'26" E45.91'C1314.28'63.50'12°53'02"S 05°55'16" E14.25'C1499.75'63.50'90°00'00"S 44°28'45" E89.80'C1578.54'50.00'90°00'00"S 44°28'45" E70.71'C1657.33'36.50'90°00'00"S 44°28'45" E51.62'C1748.48'313.50'8°51'35"N 86°05'28" E48.43'C1846.39'300.00'8°51'35"N 86°05'28" E46.34'C1944.30'286.50'8°51'35"N 86°05'28" E44.26'C2054.81'49.00'64°05'35"S 70°09'24" E52.00'C21117.60'49.00'137°30'16"N 09°02'40" E91.34'C23172.41'49.00'201°35'51"N 41°05'28" E96.26'C2435.40'50.00'40°34'13"N 61°22'34" E34.67'C2535.40'50.00'40°34'13"N 20°48'22" E34.67'C2651.69'36.50'81°08'25"N 41°05'28" E47.48'C2769.42'85.00'46°47'30"N 66°50'36" E67.50'C2843.07'175.00'14°06'00"N 45°23'21" W42.96'C2939.17'175.00'12°49'26"N 31°55'38" W39.09'C3088.53'500.00'10°08'41"S 84°41'18" E88.41'C3183.75'486.50'9°51'47"S 84°32'51" E83.64'C3265.59'513.50'7°19'06"S 85°49'12" E65.54'C3386.07'500.00'9°51'47"S 84°32'51" E85.96'C3469.80'313.50'12°45'22"S 07°56'10" E69.65'C3537.50'286.50'7°30'00"S 10°33'51" E37.48'C3636.68'286.50'7°20'06"S 03°08'48" E36.65'C3746.01'281.50'9°21'56"S 09°37'53" E45.96'C3843.79'318.50'7°52'41"S 10°22'30" E43.76'C3938.67'318.50'6°57'25"S 02°57'27" E38.65'C4074.18'286.50'14°50'06"S 06°53'48" E73.97'C4182.47'318.50'14°50'06"S 06°53'48" E82.24'C4259.88'54.50'62°57'13"S 18°28'37" E56.91'C4361.75'54.50'64°55'17"S 45°27'38" W58.50'C4430.45'54.50'32°00'34"S 86°04'26" E30.05'C4529.55'54.50'31°03'54"S 54°32'12" E29.19'C4730.24'38.50'45°00'00"N 68°01'15" E29.47'C4839.27'25.00'90°00'00"N 45°31'15" E35.36'C49181.63'54.50'190°56'59"N 45°31'15" E108.50'C5067.76'54.50'71°14'16"N 75°39'54" E63.48'C5141.00'54.50'43°06'28"S 47°09'44" E40.04'C5272.87'54.50'76°36'15"S 12°41'37" W67.56'C5430.24'38.50'45°00'00"S 21°58'45" E29.47'C5539.27'25.00'90°00'00"S 44°28'45" E35.36'C56181.63'54.50'190°56'59"S 44°28'45" E108.50'C5827.39'100.00'15°41'28"S 81°45'37" E27.30'C5927.59'100.00'15°48'22"S 81°49'04" E27.50'C6070.81'50.00'81°08'25"N 41°05'28" E65.04'C6160.48'38.50'90°00'00"N 45°31'15" E54.45'C6260.48'38.50'90°00'00"S 44°28'45" E54.45'C6362.67'40.00'89°46'30"N 45°23'30" E56.46'C6430.55'19.50'89°46'30"N 45°23'30" E27.52'C65C6675.18'60.50'71°11'49"S 54°00'26" E70.43'C6721.77'79.50'15°41'28"S 81°45'37" E21.70'C6833.24'120.50'15°48'22"S 81°49'04" E33.14'C6994.80'60.50'89°46'30"N 45°23'30" E85.39'C7042.46'40.00'60°49'25"S 59°11'39" E40.50'CURVE TABLEC4630.24'C5338.50'45°00'00"N 23°01'15" E29.47'30.24'38.50'45°00'00"S 66°58'45" E29.47'C7129.93'55.00'31°10'44"N 68°09'43" E29.56'C7235.24'55.00'36°42'21"N 84°33'28" W34.64'26.72'49.00'31°14'52"S 49°47'17" W26.39'LINEBEARINGDISTANCEL1N 00°31'25" E25.00'L2S 01°00'57" W25.00'L3S 63°00'10" E61.97'L4N 00°29'45" E27.00'L5N 00°30'25" E20.00'L6N 28°16'35" W18.82'L7S 69°32'29" E18.82'L8S 39°32'51" E23.82'L9S 39°32'51" E16.05'L10N 49°10'48" E27.78'L11S 45°31'07" E25.68'L12N 45°31'15" E26.16'L13S 44°28'45" E26.16'L14N 34°42'14" E23.92'L15N 24°42'59" W11.51'L16S 64°14'30" E11.51'L17S 00°31'15" W42.59'L18N 65°17'01" E11.51'L19S 45°31'15" W25.39'L20N 45°31'15" E44.18'L21S 25°45'30" W11.51'L23N 00°34'14" E5.07'L24N 48°54'32" W13.50'L25S 79°36'58" E44.69'L26S 79°36'58" E14.33'L27N 00°31'15" E19.96'L28N 17°59'03" W17.50'L30L31L32S 73°54'53" E51.69'S 73°54'53" E51.69'S 73°54'53" E51.69'LINE TABLELEGENDSUBDIVISION LOT LINESECTIONAL LINESUBDIVISION BOUNDARYCENTERLINELOT NUMBERFOUND 5/8" REBAR AS NOTEDFOUND BRASS CAPSET 5/8" REBAR/CAP PLS 10561SET 1/2" REBAR/CAP PLS 10561CALCULATED POINTNEW EASEMENTSTEMPORARY TURN AROUNDFOUND ALUMINUM CAP 1POINT OF BEGINNINGPOBFOUND 1/2" REBAR AS NOTEDRESET 5/8" REBAR/CAP PLS 10561ACHD STORM DRAINAGE EASEMENTSEWER EASEMENT INST. NO.2020-044109WATER EASEMENT INST. NO.2020-044018SEWER/WATER EASEMENT NO. 2INST. NO. 2020-046248KARNES LATERAL EASEMENTINST. NO. 2020-024017SEWER SERVICE EASEMENTINST. NO. 2020-066841BOOK ____, PAGE_____.( FEET )SCALE02550100501 INCH = FT50THREE CORNERS RANCH SUBDIVISIONDWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:3 OF 66/2020KB/AMKB18303 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COM18303-FPAWTOOTSHLand Surveying, LLCSEE SHEET 1 OF 6 FOR LEGEND8/11/20
S 0°31'15" W 233.19'192.89'148.50'145.00'241.96'126.12'115.00'36.39'80.66'S 89°28'45" E121.56'85.00'105.00'68.42'
45.42'S 89°28'45" E147.34'S 89°28'45" E145.00'S 89°28'45" E145.00'S 89°28'45" E145.00'S 89°28'45" E173.50'S 89°28'45" E173.50'S 89°28'45" E170.00'S 89°28'45" E170.00'S 89°28'45" E171.16'S 89°28'45" E162.89'S 89°28'45" E198.92'S 89°28'45" E249.16'S 89°28'45" E249.01'S 0°31'15" W156.62'
S 0°31'15" W
194.52'
S 0°31'15" W
172.33'
171.49'175.00'175.00'202.01'67.30'175.00'153.34'
155.50'144.00'144.00'
123.50'32.00'73.00'71.00'34.00'110.00'
84.00'84.00'127.01'
84.00'84.00'
119.00'144.00'141.33' S 89°28'45" E 150.28'S 89°28'45" E 159.79'S 89°28'45" E 151.50'S 89°28'45" E 165.50'152.25'S 89°28'45" E150.00'L
1
0
L11L1
2
L13L
1
4
L15L16L17 L18L19L20 L21
15.34'19.80'6.36'14.00'16.92'14.00'S 89°28'45" E 293.50'19.77'
S 0°31'15" W 395.64'C31C32C33C34
C35C36
C38
C39
C40
C41
C42C4
3C44C45C4
8C4
9C50C51C52C55C56S 0°31'15" W 258.42'S 89°28'45" E 243.05'S 0°31'15" W 404.33'S 79°36'58" E 383.80'S 89°28'45" E 218.73'S 79°36'58" E 396.39'S 89°28'45" E 218.95'27.00'L26N 0°34'14" E 723.50'N 89°45'39" W 801.97'W. BARCLAY ST.BRISTOL HEIGHTSNO. 15AUSTIN CREEK SUBDIVISIONNO. 4BLOCK 21BRISTOL HEIGHTSNO. 18BLOCK 13VIENNA WOODSSUBDIVISION NO. 6BLOCK 4VIENNA WOODSSUBDIVISION NO. 6S 0°31'15" W 1321.09'
N. DVORAK AVE. (PUBLIC)E. ELMSPRINGS LN. (PRIVATE)N. FAWN CREEK LN. (PRIVATE)
N. MENDELSON LN. (PRIVATE)E. BARCLAY LN. (PRIVATE)S 89°28'45" E 250.73'S 89°28'45" E 293.50'N 0°26'20" E 55.00'S 89°28'45" E 183.50'S 0°31'15" W 441.84'18303151325049484746333436373839404142434445127.00'
S 0°31'15" W 258.42'
L27 1S 0°31'15" W 443.50'MATCH LINE SHEET 2MATCH LINE SHEET 3MATCH LINE SHEET 4C47C6
1C54C62MATCH LINE SHEET 4MATCH LINE SHEET 4MATCH LINE SHEET 35' (TYP)5' (TYP)10' (TYP)10' (TYP)5' (TYP)
5' (TYP)
5' (TYP)5' (TYP)10' (TYP)10' (TYP)BLOCK 110' (TYP)R = 54.50'R = 54.50'C37
S 0°31'15" W 195.14'35126.00'L23S 79°36'58" E 242.08'L983.73'135.22'7.00'94.00'84.00'84.00'84.00'PLS 4431C1/4 CORNERPLS 5082COR. REC. 102145649 POBS 79°36'58" E 89.76'R
=
5
5
.
0
0
'63.09'62.91'68.46'50.11'34.63'86.34'
89.31'44.59'28.00'29.19'20.57'C71C72C53C46SANITARY SEWER/WATER MAIN EASEMENT NO. 2INST. NO. 2020-046248LEGENDSUBDIVISION LOT LINESECTIONAL LINESUBDIVISION BOUNDARYCENTERLINELOT NUMBERFOUND 5/8" REBAR AS NOTEDFOUND BRASS CAPSET 5/8" REBAR/CAP PLS 10561SET 1/2" REBAR/CAP PLS 10561CALCULATED POINTNEW EASEMENTSTEMPORARY TURN AROUNDFOUND ALUMINUM CAP 1POINT OF BEGINNINGPOBFOUND 1/2" REBAR AS NOTEDRESET 5/8" REBAR/CAP PLS 10561ACHD STORM DRAINAGE EASEMENTSEWER EASEMENT INST. NO.2020-044109WATER EASEMENT INST. NO.2020-044018SEWER/WATER EASEMENT NO. 2INST. NO. 2020-046248KARNES LATERAL EASEMENTINST. NO. 2020-024017SEWER SERVICE EASEMENTINST. NO. 2020-066841BOOK ____, PAGE_____.( FEET )SCALE02550100501 INCH = FT50THREE CORNERS RANCH SUBDIVISIONDWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:4 OF 66/2020KB/AMKB18303 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COM18303-FPAWTOOTSHLand Surveying, LLCSEE SHEET 3 OF 6 FOR LINE & CURVE TABLE8/11/20
BOOK ____, PAGE_____.CERTIFICATE OF OWNER:KNOW ALL MEN BY THESE PRESENTS:THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAIDPROPERTY IN THIS SUBDIVISION PLAT.THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATERSYSTEM, INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334)THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLICUTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS.THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC.A PARCEL OF LAND BEING A PORTION OF THE NW1/4 OF SECTION 29, T. 4 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO MORE PARTICULARLY DESCRIBEDAS FOLLOWS:BEGINNING AT THE C1/4 CORNER OF SAID SECTION 29, ALSO BEING THE SOUTHEAST CORNER OF LOT 16, BLOCK 1, DUNWOODY SUBDIVISION, BOOK 58 OF PLATS ATPAGES 5482 AND 5483, ADA COUNTY RECORDS, MARKED BY A 5/8" REBAR/PLASTIC CAP PLS 5082, FROM WHICH THE N1/4 CORNER OF SAID SECTION 29, MARKED BY ABRASS CAP, BEARS NORTH 0°31'15" EAST, 2641.97 FEET DISTANT;THENCE NORTH 89°45'39” WEST, COINCIDENT WITH THE SOUTH LINE OF SAID LOT 16, A DISTANCE OF 801.97 FEET TO A 5/8" REBAR/PLASTIC CAP PLS 4431;THENCE COINCIDENT WITH THE WESTERLY BOUNDARY OF SAID LOT 16 THE FOLLOWING TWELVE (12) COURSES AND DISTANCES:NORTH 0°34'14” EAST, 723.50 FEET;NORTH 79°36'58” WEST, 178.79 FEET;NORTH 89°45'39” WEST, 207.56 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, WITH A RADIUS OF 60.00 FEET, A CENTRAL ANGLE OF 46°47'30", SUBTENDED BY ACHORD BEARING OF SOUTH 66°50'36” WEST, 47.65 FEET;SOUTH 43°26'51” WEST, 131.03 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;SOUTHERLY, 24.07 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, WITH A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 68°57'46", SUBTENDED BY A CHORDBEARING OF SOUTH 8°57'58" WEST, 22.65 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;NORTHWESTERLY, 82.23 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, WITH A RADIUS OF 175.00 FEET, A CENTRAL ANGLE OF 26°55'27", SUBTENDED BY ACHORD BEARING OF NORTH 38°58'38" WEST, 81.48 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;EASTERLY, 29.36 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, WITH A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 84°06'47", SUBTENDED BY A CHORDBEARING OF NORTH 85°30'15" EAST, 26.79 FEET;NORTH 43°26'51" EAST, 119.06 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;NORTHEASTERLY, 89.83 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT, WITH A RADIUS OF 110.00 FEET, A CENTRAL ANGLE OF 46°47'30", SUBTENDED BY ACHORD BEARING OF NORTH 66°50'36" EAST, 87.36 FEET;SOUTH 89°45'39" EAST, 154.33 FEET;NORTH 46°33'09" WEST, 760.07 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 16;THENCE LEAVING SAID WESTERLY BOUNDARY OF SAID LOT 16, SOUTH 89°36'21" EAST, COINCIDENT WITH THE NORTH LINE OF SAID LOT 16, A DISTANCE OF 260.59FEET TO A 5/8" REBAR/PLASTIC CAP PLS 4431;THENCE NORTH 0°31'25" EAST, COINCIDENT WITH THE PROLONGATION OF AND THE WEST LINE OF THE FULLER RANCHETTE'S, BOOK 18 AT PAGE 1179, ADA COUNTYRECORDS, 25.00 FEET;THENCE SOUTH 89°43'15" EAST, 155.93 FEET;THENCE SOUTH 1°00'57” WEST, 25.00 FEET;THENCE SOUTH 63°00'10” EAST, 61.97 FEET;THENCE SOUTH 89°43'15” EAST, 216.01 FEET;THENCE NORTH 0°29'45” EAST, 27.00 FEET TO SAID NORTH LINE OF LOT 16;THENCE SOUTH 89°36'21” EAST, COINCIDENT SAID NORTH LINE OF LOT 16, A DISTANCE OF 899.73 FEET TO THE NORTHEAST CORNER OF SAID LOT 16, MARKED BY A5/8" REBAR/ILLEGIBLE PLASTIC CAP;THENCE SOUTH 0°31'15” WEST, COINCIDENT WITH THE EAST LINE OF SAID LOT 16, A DISTANCE OF 1321.09 FEET TO THE POINT OF BEGINNING.THE ABOVE DESCRIBED PARCEL CONTAINS 31.062 ACRES, MORE OR LESS.BASIS OF BEARING FOR THIS DESCRIPTION IS NORTH 0°31'15” EAST, BETWEEN THE C1/4 CORNER AND THE N1/4 CORNER OF SECTION 29, T. 4 N., R. 1 E., B.M.,CITY OF MERIDIAN, ADA COUNTY, IDAHO.CERTIFICATE OF SURVEYOR:I, KEVIN BORAH, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BYTHE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WASDRAWN 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 OFIDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE55-1601 THROUGH 55-1612.KEVIN BORAH P.L.S.10561}ACKNOWLEDGMENTSTATE OF IDAHO SSCOUNTY OF ADAON THIS DAY OF , 2020, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN ANDFOR SAID STATE, PERSONALLY APPEARED DAVE DEAN, KNOWN OR IDENTIFIED TO ME TO BE AS THEPRESIDENT OF SWEET LAND DEVELOPMENT, INC., THAT EXECUTED THE INSTRUMENT ON BEHALF OFSAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITYCOMPANY EXECUTED THE SAME.IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THISCERTIFICATE FIRST ABOVE WRITTEN.NOTARY PUBLIC FOR IDAHORESIDING ATMY COMMISSION EXPIRESDWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:5 OF 65/2020KB/AMKB18303 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COM18303-FPAWTOOTSHLand Surveying, LLCTHREE CORNERS SUBDIVISIONSWEET LAND DEVELOPMENT, INC.DAVE DEAN, PRESIDENT
BOOK ____, PAGE_____.HEALTH CERTIFICATESANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIEDACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THECONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.__________________________________________________________________DISTRICT HEALTH, EHS DATEAPPROVAL OF ADA COUNTY HIGHWAY DISTRICTTHE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICTCOMMISSIONERS ON THE DAY OF , 2020.__________________________________________________________________PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATEAPPROVAL OF CITY ENGINEERI, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBYAPPROVE THIS PLAT._____________________________________________________________________CITY ENGINEER DATEAPPROVAL OF CITY COUNCILI, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THATAT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2020 THIS PLAT WAS DULYACCEPTED AND APPROVED._____________________________________________________________________________CITY CLERKDATECOUNTY RECORDERS CERTIFICATESTATE OF IDAHO SSCOUNTY OF ADAI HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT ,MINUTES PAST , O'CLOCK .M. THIS , DAY OF , 2020, A.D., AND WAS DULY RECORDED IN BOOK OFPLATS AT PAGES , THROUGH , INSTRUMENT NUMBER .______________________________________________________________________________DEPUTY EX-OFFICIO RECORDERCERTIFICATE OF COUNTY SURVEYORI, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVECHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS._____________________________________________________________________________COUNTY SURVEYORDATECERTIFICATE OF COUNTY TREASURERI, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OFI.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT PROPERTY TAXES FOR THE PROPERTYINCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY.______________________________________________________________________________COUNTY TREASURER DATE}DWG#:SHEET:DATE:DRAWN BY:CHECKED BY:JOB#:6 OF 62/2020KB/AMKB18303 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104WWW.SAWTOOTHLS.COM18303-FPAWTOOTSHLand Surveying, LLCTHREE CORNERS SUBDIVISION