Loading...
HomeMy WebLinkAbout19-73 Oakwind Estates 1 Plat 02-14-22 V1OAKWIND ESTATES SUBDIVISION NO. 1 LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO SEE CONTINUATION 2022 SHEET 2 OF 4 1 1 SEE CONTINUATION - SHEET 2 OF 4 8' 25' 25' 51 04 U) UNPLATTED " S5'00'00"E N46'00'42"E \ 22'1 j o 3.34' 5.79' 174.13' 47.00' 71.91' 67.94' N o S88'59'18"E N85'00'00"E N87.36'48"E N89'17'05"E WI w j �-,--� f 10 50 L45 L44 1 8 sf BLOCK 5 C24 10.89' ly 0-59.08 % -P 'RI ro I > `? N 9.5' _ 22' v 3209 sf I �_ o I`; w C15 5. 100.62 - - -S88-59'18"E- 0 S65_00'00"W 78.55' O N 49 ri o 9.5' "= 43 BLOCK 1 o> 4394 It I� > C64 _ _ 5�72' �,�1 -L42 SEE NOTf 77 1 8 SfE NOTE 11 2. 12' 82.60' 3 -_ 23_= 9' 35.33' 25.33' 35.33' S8859'18"E cOi N 17 16 15 14 SfE_ NOTE_71- L _ co 48 �, � 23.5' 23.5' 3 w ono ono w ono 0 c 33375f a; a lio _1 �' ho p0D pN°N° P�,m P S88'59'18"E 82.60' m _�h°O �8 z z z ' I2o93 ® I n I 10.00 S sf v; N'S88-59'18'E 82.60'' N 31.17' o 25.33' 25.33' 25.33 o 3 �, 2093 sf® n ®--- o-------- N a N S88'59'18" E 82.60' I 25.24' 39.58' 25.33' 25.33' 25., 20s3 sf 45 7 5'y, ,M7 a 1 15 14 S88'59'18'E 82.60' a" O N y n2093 sf 44 n p roallo ono ono PNONo on pry N S88'59'18"E 82.60' N z z z I2822 s/ _ BLOCK 1 a M�M x N 39.58' 25.33' 25.33' 25.3 -62.60' w I^ 17f -588.5918_E � I ® 1 ^ z 35.1 T _25.33' 25.33' 25.33' 2; aI 3400 sf S88'59'18"E 82.60'I I8 I W 19 ©0 w 21 1 w w --h M O "?,2093 sf 41 "� o n', '� N ^ o QON i�1j 00N -"' o a Q,N O 22' N S8859-18-E 82.63, z z z z Oi 51 M' 214J sf 40 u N 235 25.67' N88'59'18"W 88.27' 235 25.33' 25.33' 25.33' 25 82.60' n 2093 sf 39 5.67' '21i N 10 N -u'qi MI S88'59'18"E 82,60' M 36 C60 N, 2093 sf ® N w C61 47.00 N� 20.85 25.33 25.33 25.33 31.17' 35.17' Sy S88'59'18"E 82.60' -' h � P ; o ro Q l J 2905 sf o „M`O _ 8 3© © 31 5' yT IU/.bU LLJb / I s�F rj3y, o>I 35335 5926 sf 353' p j ry y CP&F INST NO. X`�B• "� 29 28 2020-020779 32 :•33 POINT OF BEGINNING w CDN r•i o 3 0 72.00'J, L-101.05'- L J j c� 0 H jfS8230'00^E I I 15'---58859'18"E S43'59'18"E z Q ® o 13 1 s; T-4 8"E 11.3166.00' �I 4543sf I 4867 sf u BLOCK 9 Io 48 S88'59'18"E BLOCK 4 9 5, �I C23 - - - _ S8230'Op^E 235' 23.5, � S88'59'18"E _ 65.99' I N 14 184.96' W DAPHNE ST. sssz - - - _ ���ti j 5371 sf 9 5' _ _ _ - C16 N88-59'18"W - - - - - - - - - �- - - -®� _ _ �'>t 21.85 C36 t49.11 S - 2¢44' 9.5' N 141.32_N8230,00^W m 3 olsi 2375- si N88'59'18"W 460.04' C65 -�SEf 63.35' C8 N88'5_91_8 W J a ��49,11' 5.1T 25.33' 25.33' 25.33' 25.33' 35.1T i N0 E 77� 1 - _ _ 30.00' 139.58' 25.33' 99.93' h 25.33' 29.18' (37 �`� �' c W. DAPHNE ST. 12 11 10 O9 ® O © ® Q3 O 21.61' C37 49.11' N w w w 7 w w ^Q w w w 23.5 23.5' G) 332 I 34 w w w w 30 w w� w fi ti Ol y i0 ,Nµ 4 omrr o�uui o co PNro P�,m BLOCK 1 Z 1 z z 5 51 I J 31058 sf N W. RIVA CAPRI ST. -- S88'59'18"E 503.02'-------------- N 33' 25.33' 25.33' 35.17' 35.17' 25.33' 25.3325.33' 25.33' 35. cMi S15'5p05 , -'N )10 10.2� cn r0 C10 v Z\ 046 L3 C41 f '' Z o 1 $I� --o w I w G c"i --�z 1737', gJ8' 17 j25 5.71' U - I 3 w o O? 8� G� ?3g• 3' 26.01' 23,g• C49 3 W DETAIL NTC 2 L1 DETAIL N.T.S. OD W 9 N 13510 sfI 0 r¢ z 3 O2343 49 W 92. N SO BLOCK 1 w 3 sfOW 92.49 5� O 2343 sf \ a? 366331 sf ,N yj w8 z Y I O ri N N J 3643 sf N88'59'18"W 89.50'226 00 M z a Y f I N8859'18"W 89.63' N �� o � m v N88'59'18"W 89.75' 3 I--15' 10 0 N w 3744 sf v N (-J 3 © 67 00 w© w 21 W0 19 8'-� w 17 J 16 w15 L14V `13J w w w w �q� ��� � y �N � � µ 0.�4 O ohi M ON"J P;VN 0 O.� O O O N nn N PNoo P�,m PNm P 'm p N P'v °p i�'� Pam, allo PNm P SJ _ BLOCK 25.�5 .33' 3S 25.33' 35.17' 35.17' 25.33' 25.33' 25.33' 25.33' 35.1T 35.17' 25.33' 25.33' 25.33' 25.33' N8916'58"W 764.23' N89'16'58"W 787.61' I8'59'18"W o N 0 104.41' N -53.75'- O 12 1 4396 sf I BOOK , PAGE NOTES 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2- INTERIOR SIDE LOT LINES AS SHOWN AND DIMENSIONED ARE HEREBY DESIGNATED AS HAVING PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE. SAID EASEMENT IS ALSO HEREBY DESIGNATED 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 RESUBDIVISON. 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO BE OWNED AND MAINTAINED BY THE OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS FROM THE SETTLERS 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. 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 RRIGATION/DRAINAGE ENTITY. 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, 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. 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. 9- LOTS 1, 11, 35, 36, 49, 51 AND 52, BLOCK 1; LOTS 5,17 AND 30, BLOCK 2; LOTS 1 AND 6, BLOCK 3; LOT 5, BLOCK 4; LOT 1, BLOCK 5; LOT 2, BLOCK 6, LOT 2, BLOCK 7 AND LOTS 1 AND 14, BLOCK 9 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. SAID LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, OAKWIND ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE. LOTS 11 AND 36, BLOCK 1 ARE ALSO DESIGNATED AS A CROSS ACCESS / DRIVEWAY LOTS FOR THE BENEFIT OF ADJACENT LOTS 12, 13, 14 AND 15, BLOCK 1 AND LOTS 37, 38 AND 39, BLOCK 1. USES AND MAINTENANCE OF SAID LOTS 11 AND 36, BLOCK 1 SHALL BE AS DEFINED IN THE CC&R DOCUMENTS FOR THIS DEVELOPMENT. 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. 11- LOT 30 OF BLOCK 2, LOT 6 OF BLOCK 3 AND PORTIONS OF LOTS 34, 35, 36, 48, 49, 51 AND 52 OF BLOCK 1; LOTS 1, 2, 3, 4, 5, 17, 29, 31, 32, 33, 34 AND 35 OF BLOCK 2; LOTS 1, 5, 7, 13, 14, 15,16 AND 17 OF BLOCK 3 AND LOT 5 OF BLOCK 4 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 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. , RECORDS OF ADA COUNTY, IDAHO. 13- THIS SUBDIVISION IS SUBJECT TO THE CC&R DOCUMENTS FOR OAKWIND ESTATES SUBDIVISION NO. 1 TO BE RECORDED IN THE OFFICE OF THE ADA COUNTY RECORDER, AND AS SUCH MAY BE SUBSEQUENTLY AMENDED. �SO'43'02"W 37.00' 2s d _ 1778J3 W. McMILLAN RD. N8916 58 W 856.52 1/433 CP@F INST N0. 58976'58"E 2635.25' 2020-002037 ........................................................................................................................BASI...........ARING........................................................................................................................................................................................................-....'' BASIS OF BEARING LEGEND 0' 30' 60' 120' SCALE: 1" = 60' SEE SHEET 2 OF 4 FOR CURVE & LINE DATA SURVEYOR'S NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF THE OAKS NORTH SUBDIVISION NO. 1, THE OAKS NORTH SUBDIVISION NO. 10, INFORMATION FROM RECORD OF SURVEY NUMBERS 2712, 5362, 6717, 6811, 8989, 12188, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 0 18 N.T.S. FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 PLASTIC CAP SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP CALCULATED POINT LOT NUMBER SURVEY TIE LINE CENTER LINE NOT TO SCALE ---- SECTION LINE SUBDIVISION BOUNDARY LINE ADJACENT PROPERTY LINE LOT LINE ZERO SETBACK LOT LINE, NO SIDE LOT LINE EASEMENTS - SEE NOTE 2 PUBLIC UTILITY, PRESSURE IRRIGATION AND LOT DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 ADA COUNTY HIGHWAY DISTRICT STORM DRAINAGE EASEMENT LINE SEE NOTE 11 ADA COUNTY HIGHWAY DISTRICT PERMANENT SIDEWALK EASEMENT LINE INSTRUMENT NO. OTHER EASEMENT LINE AS NOTED L LA CLINTON W. HANSEN 1 1 1 1'$A PLS 11118 0 �j�TrF OF �N W. Lan3 olation Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.1andsolutions.biz JOB NO. 19-73 SHEET 1 OF 4 I OAKWIND ESTATES SUBDIVISION NO. 1 BOOK PAGE CP&F INST NO. 2020-020780 1/4 29 28 w v UNPLATTED O -2 60.00' S 1/16 S8918'59"E w 25.00' 35.00' m� I �a <� I U N 51 c I I I N 18' d � I � I C mI w a � I Z I I 'l Ali II <r i1 u-i I r2 I a II w c cli II � o z 22' 3 04 I p 0 I � I I I I I I I 0 I N i I I � I _ N I a 3 p I Z I I� U m I 18, 25 CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 16.32' 147.00' 6'21'36" S87'55'00"W 16.31' C2 3.12' 723.50' 014'50" N88'07'25"E 3.12' C3 36.79' 700.00' 3'00'42" S89'30'21"W 36.79' C4 107.20' 300.00' 20'28'29" N913'32"W 106.64' C5 36.67' 123.50' 17ro0'42" N82'30'21"E 36.53' C6 113.05' 400.00' 1611'36' S6'30'20"E 112.68' C7 41.25' 400.00' 5'54'32" S4'32'44"W 41.23' C8 33.97' 300.00' 6'29'18" S85'44'39"E 33.95' C9 47.42' 123.50' 22'00'00" S3'30'00"E 47.13' C10 27.07' 100.00' 15'30'42" N831 5'21"E 26.99' C11 33.44' 123.50' 15'30'42" S6'44'39"E 33.33' C12 70.69' 45.00' 90'00'00" S46'00'42"W 63.64' C13 70.69' 45.00' 90'00'00" N43'59'18"W 63.64' C14 33.94' 323.50' 6ro0'42" N1'59'39"W 33.93' C15 33.94' 323.50' 6'00'42" N88ro0'21"E 33.93' C16 47.96' 423.50' 629'18" S8544'39"E 47.93' C17 34.91' 723.50' 2.45'52" S89.37'46"W 34.91' C18 10.93' 676.50' 0.55'31" S88.27'46"W 10.93' C19 105.53' 323.50' 18.41'29" S9'03'04"E 105.07' C20 33.70' 100.00' 1918'31" N81'29'45"E 33.54' C21 31.88' 147.00' 12.25'38" N78.31'23"E 31.82' C22 63.19' 376.50' 9.37'01" N9'47'38"W 63.12' C23 50.62' 447.00' 6.29'18" N85'44'39"W 50.59' C24 36.41' 347.00' 6'00'42" S88'00'21"W 36.39' C25 37.68' 623.50' 3'27'47" N17'43'53"W 37.68' C26 15.21' 623.50' 1'23'51" N15'18'04"W 15.21' C27 56.01' 276.50' 11'36'24" S5'38'32"E 55.92' C28 38.69' 276.50' 8ro1'03" S1527'15"E 38.66' C29 11.58' 647.00' 1'01'33" N18'57'00"W 11.58' C30 43.30' 647.00' 3'50'06" N16'31'11'W 43.30' C31 28.72' 423.50' 3'53'08" N12'39'34"W 28.72' C32 43.53' 423.50' 5'53'20" N7'46'20"W 43.51' C33 43.36' 423.50' 5'52'00" N1'53'40"W 43.34' C34 41.69' 423.50' 5'38'23" N3'51'32"E 41.67' C35 6.07' 423.50' 0*49'17* N7ro5'22"E 6.07' C36 31.31' 276.50' 6'29'18" S8544'39"E 31.29' C37 36.63' 323.50' 6.29'18" S8544'39"E 36.61' C38 23.22' 100.00' 1318'22" S3.27'45"E 23.17' C39 7.65' 100.00' 423'04" N1218'28"W 7.65' C40 50.95' 147.00' 19.51'36" S4.34'12"E 50.70' C41 9.92' 147.00' 3'51'54" N12'34'03"W 9.91' C42 29.88' 147.00' 11.38'48" N4.48'42"W 29.83' C43 27.07' 100.00' 15'30'42" N6.44'39"W 26.99' C44 15.14' 90.00' 938'21" N8019'11"E 15.12' C45 9.22' 90.00' 552'21" N88'04'31"E 9.22' C46 24.66' 110.00' 12'50'36" N84'35'24"E 24.61' C47 5.12' 110.00 2.40'06" N76'50'03"E 5.12' C48 25.40' 21.50' 67'41'30" N34'51'27"E 23.95' C49 8.37' 21.50' 2218'30" N79'51'27"E 8.32' C50 3.51' 68.50' 2'56'22" N89'32'31"E 3.51' 74.13' a S88'59'18"E 1 �I it _ o 22't; 3209 sf UNPLATTED CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C51 26.26' 68.50' 21'57'57" N77'05'21"E 26.10' C52 18.11' 68.50' 15'08'40" N58.32'03"E 18.05' C53 30.25' 68.50' 2517'53" N381 8'47"E 30.00' C54 29.47' 1 68.50' 24.39'08" N13'20'16"E 29.25' C55 9.84' 21.50' 26'13'22" S7552'37"E 9.75' C56 23.93' 21.50' 63'46'38" S30'52'37"E 22.72' C57 1.94' 68.50' 1'37'32" S011'56"W 1.94' C58 26.11' 68.50' 21'50'25" S11'32'02"E 25.95' C59 41.83' 68.50' 34'59'03' S39'56'46"E 41.18' C60 18.75' 68.50' 15'40'52" S6516'44"E 18.69' C61 18.97' 68.50' 15'52'08" S81 W) CE 18.91' C62 16.57' 347.00' 1 2'44'10" NO'21'23"W 16.57' C63 31.48' 300.00' 6'00'42" N1'59'39"W 31.46' C64 31.48' 300.00' 6'00'42" S88'00'21-W 31.46' C65 45.30' 400.00' 6.29'18" N85'4439"W 45.27' UNPLATTED LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2022 - THE OAKS NORTH SUBD. NO. 10 BOOK -- PAGES Q I 0 Op N m N 4687 sf c 4270 s/ p� 6101 O I Z Z z 5'� " I BLOCK 8 N88'00'00"E 34.93' C2 C17 11.10' 42.00' 60.00' o 0 p 3 W. AVILLA ST. J op o S88'00'00"W N88'59'18"W po J 34.93' �C3 17.5�0'I 95.60' C148' Z 34.93' C18 Oj 54.08' of 922 sf w IF�-5'O 23.5' 23.5' 15'�5868.858"E w \ 3990 sf m O 2 , o� BLOCK 7 Q z 1 t, t1� 3879 sf 1 58927'43"E I� 1 N79'4000"E \� 3 0 No ih L42.00' 5 Z 3680 sf O c_v 1 J\ O n 37y34 sf `o.." \`®1No N Nol oo N w N L--1--� g2351"E� ®3504 O N O � c�1 27.02' C20 v 1 SSgoo w sf" ' BLOCK 9 \, Z W. SOPRANO N N 5.os' 2351"E� N \o L51 C5 M 0 rn \ 4591 sf N J G21 C,¢!7S 114` O -\ 27.02' C1 `� \ N88'59'18"W w r �� 16.g6 E N 2 \ g351" 00 O1 r w N N15 z BLOCK 6' £ N 4110 sf \ S88'59'18"E 217.30' --81.00'--- i S8859'18"E 21 1 0 �1 I of 1 WI p vl M p1 N =I SEE NOTE 11--, w� N ho 4593E s/ p 56. 15' p g o 58859'18f �5 p65 3.34' V V 5.79' 47.00' S43'59'18"E 47.00' 71.91' 67.94' S88'59'18"E 11.31' 5'00'00"E N87.36'48"E N89'17'05"E 66.00' BLOCK 4 L47 L48 S88'59'18"E 9 5' 45 L44 B sf BLOCK 5 C24 10.89' - - - - - �- _ _ !y�-0-59.08 is 143.46 - - - - C23 9.5' C15 52.39' W. DAPHNE ST. 0 100.62�__ 184.s6_C16 S65'DD'D0"W - N o N88'59'18"W - �- - SEE CONTINUATION - SHEET 1 OF 4 0' 30' 60' 120' SCALE: 1" = 60' z c5_ 62.12' 8'5918 c ' 1_-16.j4 W 23.5 i'18"W 44.12'� 2 2-3-511 18.00' CD g 310J1 O 0 N I I 3764 sl I p N o N� �„ w rn �82.43 �-53394s��14800000"E�'I� L I O m 45.68' � M 4349 sf I b3 N z W. MILANO ST. I 1-790 , - - sa8ss'1a"E"E asi2 �Nsoroo'oo"E- S85'08'45"W J 44.78' _ I M O I 11.10' 3374 sf a M 69.39'� N88'59'18"W S88'59'18" E--, cli o I o v> O 449944 sf o Q I BLOCK 4 I R 3 1 4457sf "poi 3 ' N I z m o -72.69'J I -67.1,'- o N F-S88'59'18"El 19 -588*59'18"E-, o N N O z� 10324E sf e a �72.00'-' I v I 4137 sf `� L-92.35' 10 N o 15' Z - S8230'00"El -S88*59'18"E-, € Yo 12 m 3 3312 sf - o 'I c 4061 sf L f -J 3 0 72.DD' -101.05' �S8230'00"E 5'-FS8859'18"E D i� 2 o MI n In b 13 f•'T I 4867 s/ BLOCK 9 to _O 454J sf I ---110.58'- -' z S8230' I 23.5' 235' ^� S8859'18"E 00"E , " �65.99' 5371 sf LEGEND ® FOUND ALUMINUM CAP MONUMENT Q FOUND BRASS CAP MONUMENT FOUND 1/2" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 O PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP ❑ CALCULATED POINT 18 LOT NUMBER ............. SURVEY TIE LINE CENTER LINE ---- SECTION LINE SUBDIVISION BOUNDARY LINE ADJACENT PROPERTY LINE LOT LINE -0 ------ 0- 0- ZERO SETBACK LOT LINE, NO SIDE LOT LINE EASEMENTS - SEE NOTE 1 PUBLIC UTILITY, PRESSURE IRRIGATION AND LOT DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 ADA COUNTY HIGHWAY DISTRICT STORM DRAINAGE EASEMENT LINE SEE NOTE 11 ADA COUNTY HIGHWAY DISTRICT PERMANENT SIDEWALK EASEMENT LINE INSTRUMENT NO. OTHER EASEMENT LINE AS NOTED N.T.S. NOT TO SCALE LINE TABLE LINE TABLE LINE TABLE LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION Li 3.02' S88'59'18"E L20 13.41' N40'44'39"W L39 30.25' S86'55'36"W L2 28.54' S44'47'25"E L21 13.45' N40'44'39"W L40 13.70' N35'00'00"E L3 9.94' S45.23'24"E L22 8.50' N52.3O'00"E L41 24.72' S41.38'16"W L4 15.82' S45.23'24"E L23 16.95' N52.3O'00"E L42 11.01' S46'00'42'W L5 4.59' S4535'11"W L24 25.46' S37'30'00"E L43 25.26' N50.35'30"W L6 21.06' S4535'11"W L25 1.50' N1ro0'42"E L44 23.50' N85'00'00"E L7 23.50' N1'00'42"E L26 23.50' N1'00'42"E L45 23.50' N85'00'00"E L8 23.50' N1'00'46"E L27 23.50' N1'00'42"E L46 19.66' S46'00'42"W L9 15.00' N1'00'42"E L28 1.50' N1'00'42"E L47 23.50' S8859'18"E L10 7.35' N1'00'28"E L29 26.39' S50'20'43"W L48 23.50' S8859'18"E L11 25.98' S27'48'05"W L30 24.98' N3834'12"W L49 41.50' N1'00'42"E L12 23.50' Ni'00'42'E L31 10.76' N74'25'18"W L50 14.14' S43'59'18"E L13 23.50' N1'00'42"E L32 22.78' N88'59'18"W L51 27.02' N88'59'18'W L14 11.79' N6018'04'W L33 9.70' N75'3O'00"E L52 33.20' N75'30'00'E L15 13.97' N6018'04'W L34 9.70' S75'30'00"W L53 23.50' N2'00'00"W Lib 20.22' N43'00'47"E L35 12.20' N14'30'00'W L54 23.50' N2'00'00"W L17 6.53' N43ro0'47"E L36 29.92' N14'30'00"W L55 47.00' N88'59'18"W L18 23.50' Ni'00'58"E L37 18.98' N31ro9'34"W L56 47.00' S8859'18"E L19 23.50' N1'00'46"E L38 14.41' N45.43'02"E L57 27.19' S1'00'42"W SEE SHEET 1 OF 4 FOR SUBDIVISION NOTES oNp,l LA //VAS CLINTON W. HANSEN a 1 PLS 11118 u� 14f P = �i�7 rF 0 oN W. L.i)IrJ AW4I U t 1 40 Ir 11, 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. 19-73 SHEET 2 OF 4 OAKWIND ESTATES SUBDIVISION NO. 1 BOOK PAGE 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 OAKWIND ESTATES SUBDIVISION NO. 1; A PARCEL BEING LOCATED IN THE SW % OF THE SW % OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW % (S % CORNER) OF SAID SECTION 28 BEARS S 89-16-58" E A DISTANCE OF 2635.25 FEET; THENCE N 1°00'42" E ALONG THE WEST BOUNDARY OF SAID SW % OF SECTION 28 A DISTANCE OF 1315.47 FEET TO THE NORTHWEST CORNER OF SAID SW % OF THE SW % (S 1/16 CORNER); THENCE ALONG THE NORTH BOUNDARY OF SAID SW '/a OF THE SW % S 89018'59" E A DISTANCE OF 60.00 FEET TO A POINT; THENCE LEAVING SAID NORTH BOUNDARY S 1 °00'42" W A DISTANCE OF 751.85 FEET TO POINT; THENCE S 88059'18" E A DISTANCE OF 74.13 FEET TO A POINT; THENCE N 85°00'00" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 5000'00" E A DISTANCE OF 3.34 FEET TO A POINT; THENCE N 87036'48" E A DISTANCE OF 71.91 FEET TO A POINT; THENCE N 89017'05" E A DISTANCE OF 67.94 FEET TO A POINT; THENCE N 46000'42" E A DISTANCE OF 5.79 FEET TO A POINT; THENCE S 88059'18" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 43059'18" E A DISTANCE OF 11.31 FEET TO A POINT; THENCE S 88059'18" E A DISTANCE OF 66.00 FEET TO A POINT; THENCE N 1 °00'42" E A DISTANCE OF 213.00 FEET TO A POINT; THENCE S 88°59'18" E A DISTANCE OF 217.30 FEET TO A POINT; THENCE N V00'46" E A DISTANCE OF 119.00 FEET TO A POINT; THENCE N 88°59'18" W A DISTANCE OF 18.00 FEET TO A POINT; THENCE N V00'42" E A DISTANCE OF 72.88 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 16.32 FEET ALONG THE ARC OF A 147.00 FOOT RADIUS NON -TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 6°21'36" AND A LONG CHORD BEARING S 87°55'00" W A DISTANCE OF 16.31 FEET TO A POINT OF TANGENCY; THENCE N 88°59'18" W A DISTANCE OF 27.02 FEET TO A POINT; THENCE N V00'42" E A DISTANCE OF 120.13 FEET TO A POINT; THENCE S 89°47'32" W A DISTANCE OF 11.00 FEET TO A POINT; THENCE N V00'42" E A DISTANCE OF 74.74 FEET TO A POINT; THENCE N 2°00'00" W A DISTANCE OF 47.00 FEET TO A POINT; THENCE N 88°00'00" E A DISTANCE OF 34.93 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 3.12 FEET ALONG THE ARC OF A 723.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 0°14'50" AND A LONG CHORD BEARING N 88°07'25" E A DISTANCE OF 3.12 FEET TO A POINT; THENCE N V00'42" E A DISTANCE OF 102.52 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 10, AS SHOWN IN BOOK OF PLATS ON PAGES , RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 10 THE FOLLOWING COURSES AND DISTANCES: THENCE S 88°59'18" E A DISTANCE OF 148.00 FEET TO A POINT; THENCE S 1 °00'42" W A DISTANCE OF 171.03 FEET TO A POINT; THENCE S 15°28'05" E A DISTANCE OF 262.84 FEET TO A POINT; THENCE S 10°22'36" E A DISTANCE OF 85.82 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 1, AS SHOWN IN BOOK 117 OF PLATS ON PAGES 17940 THROUGH 17943, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 10, AND ALONG SAID WESTERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE S 85°08'45" W A DISTANCE OF 11.10 FEET TO A POINT; THENCE S 1 °00'42" W A DISTANCE OF 142.12 FEET TO A POINT; THENCE S 4°19'19" E A DISTANCE OF 136.47 FEET TO A POINT; THENCE S 1 °00'42" W A DISTANCE OF 50.00 FEET TO A POINT; THENCE S 88°59'18" E A DISTANCE OF 3.02 FEET TO A POINT; THENCE S 44°47'25" E A DISTANCE OF 28.54 FEET TO A POINT; THENCE S 0°43'02" W A DISTANCE OF 383.23 FEET TO A POINT; THENCE S 45°43'02" W A DISTANCE OF 52.33 FEET TO A POINT; THENCE S 0°43'02" W A DISTANCE OF 37.00 FEET TO A POINT ON THE SOUTH BOUNDARY OF SAID SW % OF THE SW Y,; THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 1 AND ALONG SAID SOUTH BOUNDARY N 891658" W A DISTANCE OF 856.52 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 16.83 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 THE OAKS BUILD TO RENT, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY DARRYL BERGER, MEMBER ACKNOWLEDGMENT STATE OF IDAHO ) COUNTY OF ADA 3 S.S. 20 ON THIS _ DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED DARRYL BERGER, KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF THE OAKS BUILD TO RENT, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID 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 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 CLINTON W. HANSEN CL 111 PLS 111187L6, \ �bl 11 OF ON W. "Lan 0olutions: Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsol uti ons. b iz JOB NO. 19-73 SHEET 3 OF 4 OAKWIND ESTATES SUBDIVISION NO. 1 BOOK PAGE 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 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 LA CLINTON W. HANSEN a I 1 1�1 1/8 10- PLS 11118 N�p1 /2S L�r�/� OF ON W.NP Lan ®lutvOns Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.Ia ndsolutions. biz JOB NO. 19-73 SHEET 4 OF 4