Loading...
HomeMy WebLinkAboutREVISED FINAL PLAT V129' El(IDIANg- APPROVED CAR oarosrzz FU NUMBFN:ms.zmmos SHELBURNE SOUTH SUBDIVISION NO. 1 CP&F INST. N0. LOCATED IN THE SW 114 OF THE SE 114 OF SECTION 28, T.3N., R.1 E., 106/4559 B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 721 2022 I \ \ I NI SHELBURNE EAST SUED. NO. 1 UNPLATTED I BOOK 119, PAGES 18367-18370 CS 1/16 28919'52"E S89'19'52"E 315.38' _ _ SE 1 1s 636.12' --120.93' / S8919'24'E PLS 7729 I -PN L26 c� 145.66' L30 -� 58919'52"E 377.81- - - - - - 1329.23' - S 1/16 EXISTING INGRESS GRESS BLOCK 3 NO CAP EASEMENT, INST. NO. 861852 53.63'� L\ 5J8s SF 13 6^o ti� 1,2SHELBURNE EAST SUBD. NO. 3 `gFaSnN �\ h`'098 y�ryo9� BOOK 121, PAGES 18939-18942 9 0 h< 0ti A> C� O10 % On 10 B� 'Vjlp� \ • 00' �/spy § ,1,�� �60 �Cr '(�F N o I o 0' RIGHT-OF-WAY FOR TEN -MILE FEEDER PER DEED I \ S\ v y� '� 8 `�� RECORD NO. 88, PAGE 9, INSTRUMENT NO. 32076. UNPLATTED rn \ \ \ �T?� S�Op/pi��;ry�ooO 2� 99657 SF \ \ SF `/SO h� /ph• <� /`Sp I I tiCO cQ ,'4•w,( /9�00 19> °r BLOCK 4 �9S gF\XLgr SpyL/1oq��/ f�?�A2' I I o 5 O so r� F BLOCK 3, a`Zs2, o EXISTING SEWER EASEMENT z 6Ap�,VO�S, 80 76JI SF o INST. N0. - p/rye o _N8915'25"W 353.18' - /? 1/44 JB, C" J\T•2yY1 J 12 145.06' 304.0T 0/8 8258 SF ^49.117VO N 10' S891515-E o� 12 / � Jy N' V ��L04 5 )� s6956 sF 30 m 71J5 SF 13 c., R,SS, "' / 11 3�• ems'/•`l, O J ai oo /S. Sp3/�eA�§ �ry0� �1090 r N8�2 / p pplOJ 0 o UNPLATTED 407E 23.523.5 © I- oo,_ 2 55005E ao �0im.00 a b 14 10 �! dgT1F SpOp /�h� cy9�33,�bS: Sp BLOCK 4 Iv �S8g3124°E n V /036oS/��?2 SRyCl �J�?iF�% SSpO 3I���y756JSF95.00' I°4 hq/oop®'E A_R_ABIAN DR_. 1 "o 16 / �/ SO NS6 S�� ✓/mho r° N Y Sg916'56"E 133.50' 11 N N 7/^i' A h F�?/• s o77"xY 4 ;a N %o \ \ h n O �/2 sF 95.00' w I h� •. �'��� sq ,NOjF �? po'd' � h`�•9a n62a sF o sas 0.0 Edo \ Q,�/ 00'✓ IN `10 55 SF-voi &§o�� is sp cls 27.78' y 1490 J \pp, GjA ;•� �, o S89'31 24 E o \� \ qp %/ ,��// �� 0 J 0 GCS ; N8916'56"W o &po SFo \�<v¢6'0 3 / 6611;.38" �14.00- J' o 'SO h �h 21 C24 !R o S89'31 24 E o ,��,, z \\ \bs,'po'✓�? / 27.98' o ® o \ \ zj° S % �,"� 4 & 0 5500 SFo 1 \ \\ *A,,- 33 00,✓</2 y�tiO \ \\T�FC B S9� , 7/2 9722 SF '_a' 58931 24 E o © \\ RFF�S�/ BLOCK 4 z�102"' z BLOCK 4 53604 SF\�1/ /N'DQ�SNpS3'�69.59'� F I rS89'31 24 E� ih 121.54' 1 ST 2�/ p/7y < I o O o a00 c 58931'24 E �9 Np '4N,o qc 58916'56"E co.,i w o 6 5500 SFo 3 1 00 0 ?O?9j/y�fq/ N 'n �io'11000-� o 0 31 655o SF �,ti ? p9Bq y 0/qa, r+ N r� 1189124"1L J 938pFgS © I o Ss a89 35 24 E o N Q w _ _ N o 124.84' c R_ _ \\WlT 31 , N o I � UNPLATTED o6200SFQ o a \\ M N r-� N �fBg a4'X t � \ \ °�° 'b } S89'31 24 E �o 0 12©6 0 Q Gti6 58914'43"E 214.50' \ \ _ 'o" I „oo-,` 1 5500sF,� I i 0 3 srs9sFo1 n -�- 0� o 10 3500 10 0 110.00 10 o c� T o � S89'31'24"E < o 10 124.00' Tl 1 < 6576 SF 6600 SF© o O 1J886 SF UNPLATTED EXISTING ADA COUNTY HIGHWAY } w o 620r S 34 o I V5 `N8g'L4'43J4� N1891A 43r9L`O 23.5'123.5' _ BLOCK 2 1 DISTRICT TEMPORARY EASEMENT N N $ ioyo -'e 1 N \ N n 1189 124"➢L - - - 0 - 3 INST. N0. 2021-173901 w w 11�0 110.00 1 _ - AIM o6600 SFY9 ,;, o © \ N EXISTING CITY OF MERIDIAN \^ PEDESTRIAN PATHWAY EASEMENT / $89'13'S0"E _ 04 o_ 0 6203 SF23�504 00 `w"" olw "' BLOCK 4 s� 6600 SF 5 \ INST. N0. 2021-099380 I / 47.00' vi N N r c_ g r24 VLio' o `\ ", L� N8gY4'4 y L_N@g`L4'4 WJ �.I 110.00' _ _ ao S1 S89'31'24"E I 1 N45'38'19"E °� i - - 7I 11a-oo �10,no.0o j _ _ 21.1T LJ L7 C/ zn o62055F24.08 36 o1lz o ® m o © o ti 500SFO 1�0 21.68' 124.12 I 6600 SF ,00 6600 SF o o Lq o I voi 23.5' 23.5' o 0 110.00' o � NO'45'17"E J 38.60' C2 � 11823124lY_ � �10'11492 J L 11Q.Q0' 10'--I I `S$g'31'24"E t2- I \ 47.00 N8914'43"W ;,,NNT1yp0j" C30 76.67'1646 S 1.` �� N891443 W 220.00 J075 sF 1 1567 SFg5.00' - - H 9;'_ W C72 3 O _t 190.00 !B J 36.00' C3 12.51 C3 115.28' N 1 N89'14'43"W �- - - - �- - _ - _ - 267.00' � _ � _ 133.50' I 24.28 5' 33.7' 2g2' ^ N8914'43"W 2.79 N891443 W C33 E. GRAYSON DR. M 'po ISO o T 31,0j• C3 �/S I �O `" �� SEE NOTE 11 �w 5' 2 44.89'�J o 50.00' 50.00' S0.00'-60.00= OA 60A Fo d ®'I L o t �1a.s4' 1 ¢ 15.00' 1 LOTS 3, 4 & 5, BLOCK 5 w a H F� �^ 0 �`�'�oq wO I� O3 Io� -oO3 ®� O 3 ©'I (D I SEE NOTE 11 'r%7 m z m oz of r5 08 o`1 m1, an CD `Gofm�b3 omo vfa�d voi m oga0 BLOCK IS I z LL6�so.00'� L000'J Laoo'J �00�1 LPOINT OF 61.s6-60.00_40.5' I 40.5' 50.00sa.o00o601.509'y' iaond 1, BEGINNING o 1Q N8914'43"W 234.65' (j 4888 SF 1 $ �' 11821 Sr N8914'43"W 330.59' 252.20'---- f ---� 50' 53.50' B-------------347.00'-----O-if NO28'36"E 39.00' 28 ;;, NO'28'36"E 39.00' N89'14'43'W 706.20' M ---� 1 /4 624.09' _ _ _ 305.73' _ 33 58914'43"E 2660.54' _ _ 400.50_ _ - - _ _ - _ 133(L _ 28127 39' PUBLIC RIGHT-OF-WAY - CP&F INST. N0. SEE INSTR. N0. BASIS OF BEARING E. AMITY RD. �E 1/16 33 34 8005444 CP&F INST. N0. UNPLATTED 9230703 CP&F INST. N0. 2018-034916 BOOK , PAGE LEGEND ® FOUND ALUMINUM CAP MONUMENT - - - - SECTION LINE Q FOUND BRASS CAP MONUMENT - - CENTER LINE FOUND 1/2" REBAR WITH PLS 11118 ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 11 PLASTIC CAP, OR AS NOTED EXISTING ACHD PERMANENT ® FOUND 5/8" REBAR WITH PLS 11118 SIDEWALK EASEMENT LINE PER PLASTIC CAP, OR AS NOTED INSTRUMENT NO. 2021-173895 SET 1/2" REBAR WITH PLS 11118 PUBLIC UTILITY, PRESSURE IRRIGATION O PLASTIC CAP & LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 & 2 ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP - - - - - - - - EXISTING EASEMENT AS NOTED ❑ CALCULATED POINT SURVEY TIE LINE 18 LOT NUMBER SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE NOTES 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON. 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT. 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECTAT THE TIME OF BUILDING PERMIT SUBMITTAL. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8. LOT 1, BLOCK 1; LOTS 1, 3, & 11, BLOCK 2; LOTS 1 & 13, BLOCK 3; LOTS 2, 6, 12, 23, 27 & 37, BLOCK 4 AND LOT 1, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 9. THIS DEVELOPMENT RECOGNIZES SECTION 224503 IDAHO CODE RIGHT -TO -FARM WHICH STATES THAT NO AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 2020-138124, RECORDS OF ADA COUNTY, IDAHO. 11. PORTIONS OF LOTS 4 THROUGH 7, BLOCK 1; LOTS 2 THROUGH 4,17 THROUGH 22, AND 25 THROUGH 26, BLOCK 4; AND LOTS 3 THROUGH 5, BLOCK 5 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 2021-176395, RECORDS OF ADA COUNTY, IDAHO. 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR SHELBURNE SOUTH SUBDIVISION NO. 1, TO BE RECORDED IN ADA COUNTY, IDAHO. 14. DIRECT LOT ACCESS TO E. AMITY ROAD IS PROHIBITED. SEE SHEET 2 OF 4 FOR LINE AND CURVE DATA SURVEY NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF SHELBURNE EAST SUBDIVISION NO. 1, SHELBURNE EAST SUBDIVISION NO. 3, INFORMATION FROM RECORD OF SURVEY NUMBERS 2682, 5734, 7164, 11645, 11889, 12060, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS NDWELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 4,�§.LLTA L CLINTON W. HANSEN a 1 1 1 18o PLS 11118 n 92,I1z = TTF o I. 0' 50, 100, 200' 0/V Vy, NP SCALE: 1"=100' Land ® lations Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 19-08 SHEET 1 OF 4 APPROVED 04;0si22 _..vna:a�os SHELBURNE SOUTH SUBDIVISION NO. 1 CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 22.23' 123.50' 1018'44" S76'19'29"E 22.20' C2 31.55' 100.00' 18'04'36" N8012'25"W 31.42' C3 31.55' 100.00' 18'04'36" S80'12'25"E 31.42' C4 59.59' 50.00' 6817'04" 1 S34'37'08"W 56.12' C5 57.93' 100,00' 33'11'35" S72'41'08"E 57.13' C6 50.61' 50.00' 57'59'40" S27'05'31"E 48.48' C7 91.85' 105.00' 50'07'08" N24'34'58"W 88.95' C8 61.22' 100.00' 35'04'35" S32'06'14"E 60.27' C9 33.44' 128.50' 14'54'32" N6'58'40"W 33.34' CIO 40.10' 128.50' 17'52'42" N23'22'17"W 39.93' C11 38.87' 128.50' 17'19'54" N40'58'35"W 38.72' C12 43.39' 76.50' 32'30'01" S33'23'32"E 42.81' C13 75.61' 123.50' 35'04'35" S32'06'14"E 74.43' C14 40.23' 81.50' 28'16'58" N35'30'03"W 39.82' C15 31.06' 81.50' 21'50'10" N10'26'29"W 30.87' C16 44.32' 76.50' 3311'35" S72'41'08"E 43.70' C17 26.02' 20.00' 74'32'02" S18'49'20"E 24.22' C18 142.36' 55.00' 148'18'09" N55'42'23"W 105.82' C19 53.48' 55.00' 55'42'26" S22'17'20"W 51.39' C20 40.14' 55.00' 41'48'37" S26'28'12"E 39.25' C21 34.00' 55.00' 35'25'08" S65'05'04"E 33.46' C22 9.32' 20.00' 26'42'17" N6926'30"W 9.24' C23 13.21' 123.50' 6'07'35" S59'09'08"E 13.20' C24 58.34' 123.50' 27'04'00" S75'44'56"E 57.80' C25 15.20' 20.00' 43'33'19" S22'15'15"W 14.84' C26 13.00' 20,00' 3714'17" S62'39'03"W 12.77' C27 205.90' 55.00' 214'29'43" N25'58'40"W 105.05' C28 34.39' 55.00' 35'49'20" S28'51'48"W 33.83' C29 10.06' 55.00' 10*28'35" S5'42'51"W 10.04' C30 24.14' 76.50' 18'04'36" S80'12'25"E 24.04' C31 24.14' 76.50' 18'04'36" N80'12'25"W 24.04' C32 33.86' 123.50' 15'42'24" S79'01'19"E 33.75' C33 5.11' 123.50' 2'22'11" S88'03'37"E 5.11' C34 8.68' 123.50' 4'01'40" 1 S641S46"E 8.68' LINE TABLE LINE # LENGTH DIRECTION L1 2.98' S14'33'57"E L2 9.38' S14'33'57"E L3 21.17' S45'35'50"W L4 21.26' S44'24'10"E L5 38.49' NO'31'20"E L6 23.50' S891SWE L7 23.50' S89'13'50"E L8 21.26' N44'23'03'W L9 21.16' S45'36'57"W L10 21.26' N44'23'03"W L11 21.16' S45'36'57"W L12 11.65' N7110'07"W L13 23.50' NO'45'17"E L14 23.50' NO'45'17"E L15 21.35' S44'23'03"E L16 21.07' N45'36'57"E L17 18.34' N45'36'57"E L18 18.43' N44'23'03"W -19 21,26' N44'24'10"W L20 21.17' S4535'50"W L21 23.50' SO'28'36"W L22 23.50' SO'28'36"W L23 23.50' SO'28'36"W L24 23.50' SO'28'36"W L25 24.36' S89'19'52"E L26 24.44' S89'19'52"E L27 9.55' S15'36'04"W L28 37.85' S15'36'04"W L29 27.99' S43'13'32"E L30 12.99' S89'19'52"E L LA Af G 1 T CLINTON W. HANSEN a 1 1 PLS 11118 112I OF �O TAN W. NF BOOK , PAGE Land ofullions t! Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 19-08 SHEET 2 OF 4 (jyfE ID$ ]AN_ — APPROVED DATE: 04/05/22 I l[E NUMBER'. nsmaams SHELBURNE SOUTH SUBDIVISION NO. 1 CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF SHELBURNE SOUTH SUBDIVISION NO. 1; A PARCEL OF LAND BEING LOCATED IN THE SW % OF THE SE % OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SE %4 OF SAID SECTION 28, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SE % BEARS S 89014'43" E A DISTANCE OF 2660.54 FEET; THENCE S 89014'43" E ALONG THE SOUTHERLY BOUNDARY OF SAID SE % A DISTANCE OF 624.09 FEET TO A POINT; THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0031'18" E A DISTANCE OF 39.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF E. AMITY ROAD AND THE POINT OF BEGINNING; THENCE CONTINUING N 0°31'18" E A DISTANCE OF 181.00 FEET TO A POINT; THENCE N 89°14'43" W A DISTANCE OF 24.28 FEET TO A POINT; THENCE N 0045'17" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE N 45°38'19" E A DISTANCE OF 21.17 FEET TO A POINT; THENCE S 89°13'50" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 42°13'12" E A DISTANCE OF 22.03 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 22.23 FEET ALONG THE ARC OF A 123.50 FOOT RADIUS NON -TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 10°18'44" AND A LONG CHORD BEARING S 76°19'29" E A DISTANCE OF 22.20 FEET TO A POINT OF TANGENCY; THENCE S 71°10'07" E A DISTANCE OF 85.44 FEET TO A POINT; THENCE N 18°49'53" E A DISTANCE OF 7.37 FEET TO A POINT; THENCE N 0°31'20" E A DISTANCE OF 488.73 FEET TO A POINT; THENCE N 56°05'21" W A DISTANCE OF 174.76 FEET TO A POINT; THENCE N 0°31'18" E A DISTANCE OF 499.61 FEET TO A POINT ON THE NORTH BOUNDARY OF THE SW Y4 OF THE SE Y4 OF SAID SECTION 28, ALSO BEING THE SOUTHERLY BOUNDARY OF SHELBURNE EAST SUBDIVISION NO. 1, AS SHOWN IN BOOK 119 OF PLATS ON PAGES 18367 THROUGH 18370, RECORDS OF ADA COUNTY, IDAHO; THENCE S 89°19'52" E ALONG SAID BOUNDARY A DISTANCE OF 315.38 FEET TO THE SOUTHEASTERLY CORNER OF SAID SHELBURNE EAST SUBDIVISION NO. 1, SAID POINT BEING ON THE WESTERLY RIGHT-OF-WAY OF THE TEN MILE FEEDER CANAL AS SHOWN IN DEED RECORD NO. 88, INSTRUMENT NUMBERS 32075 AND 32076, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING SAID BOUNDARY AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES: THENCE S 49°38'32" E A DISTANCE OF 389.70 FEET TO A POINT; THENCE S 53°28'09" E A DISTANCE OF 97.42 FEET TO A POINT ON THE EAST BOUNDARY OF SAID SW Y4 OF THE SE Y4; THENCE LEAVING SAID RIGHT-OF-WAY S 0°28'36" W ALONG SAID EAST BOUNDARY A DISTANCE OF 981.43 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF E. AMITY ROAD; THENCE ALONG SAID RIGHT-OF-WAY N 89°14'43" W A DISTANCE OF 706.20 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 17.50 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF SHELBURNE PROPERTIES, LLC, AN IDAHO LIMITED LIABILITY COMPANY OWNER OF ALL LOTS EXCEPT LOT 1. BLOCK 4 RC LEGACY HOLDINGS LLC RANDAL S. CLARNO, MANAGER KENNETH A. WILLIAMS OWNERS OF LOT 1, BLOCK 4 GLORIA M. WILLIAMS ,20 ACKNOWLEDGMENT STATE OF COUNTY OF S.S. BOOK , PAGE ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED RANDAL S. CLARNO, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF RC LEGACY HOLDINGS LLC, A MEMBER OF SHELBURNE PROPERTIES LLC, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED SUCH INSTRUMENT FOR AND ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND 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. MY COMMISSION EXPIRES RESIDING AT NOTARY PUBLIC FOR THE STATE OF ACKNOWLEDGMENT STATE OF IDAHO ) COUNTY OF ADA 3 S.S. ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED KENNETH A. WILLIAMS AND GLORIA M. WILLIAMS, KNOWN OR IDENTIFIED TO ME TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY 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. MY COMMISSION EXPIRES RESIDING AT NOTARY PUBLIC FOR THE STATE OF IDAHO CERTIFICATE OF SURVEYOR I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. LA NO CLINTON W. HANSEN a 1 1 1 8 z PLS11118 Z���= W. Lary ?futlons Landveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.Iandsolutions. biz JOB NO. 19-08 SHEET 3 OF 4 DIAN,-- APPROVED/ DATE' 04/05/22 {I[E NUM BER'.11 SHELBURNE SOUTH SUBDIVISION NO. 1 HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CENTRAL DISTRICT HEALTH, EHS DATE APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK APPROVAL OF THE CITY ENGINEER I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER -- MERIDIAN, IDAHO APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF 20 PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY SURVEYOR BOOK , PAGE I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. DATE: COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON THIS DAY OF , 20 , IN BOOK OF PLATS AT PAGES DEPUTY FEE: EX-OFFICIO RECORDER NpL LA NO s r q- o �L F CLINTON W. HANSEN EL 1 1 1 18 0 OF olV W . N� "L4;;; �ary ®lutvOns Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.Iandsolutions. biz JOB NO. 19-08 SHEET 4 OF 4