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HomeMy WebLinkAboutCC - Final Plat THE OAKS NORTH SUBDIVISION NO. 8 BOOK , PAGE LOCATED IN THE SW 1 /4 OF SECTION 28, TAN., RAW., B.M. MERIDIAN, ADA COUNTY, IDAHO 2020 I N76°39'05"E ? 560 '5QJ a°48 3pg3 j o 47.00 2� 25 „ 0 N13°23'15"W o 10 '29 E o Wo '5.06' 16 Nj 2�2412g%51 ?1 �� UNPLATTED ,�F, N27 40 22 E `'j N� 4,� ® � o LEGEND 30.16 C6 12a2�p ` �� �, ® FOUND ALUMINUM CAP MONUMENT 5 G� C 2� Og �\ �,O' FOUND BRASS CAP MONUMENT 0 0'0 ° a2� ��5' 3 �� N ` s io` � UNPLATTED „ 1 '�5 C A .�\ FOUND 1/2 REBAR WITH PLS 11118 f '�`L' �\ CPO p CP&F INST. NO. PLASTIC CAP, OR AS NOTED 0' 50' 100' 200' » 9647 sf ``� s ``� O L 2015-014105 N56 54 53 E t��' �- �' o `Q s� "� FOUND 5/8" REBAR WITH PLS 11118 O ,G �� i 9728 sf Z� ��� �p l0 dA, �? C 1/4 47.00' �\\� a� g59 s PLASTIC CAP, OR AS NOTED 1� �� 0 r'� 10886 sf Z �1 6 rn. ��; O N11°54 53 E ��L�� tk G°���< <� mow_ p2� �121 S FOUND IRON PIPE SET 1/2" REBAR WITH PLS 11118 rb`.L oo, 5'F 15' 29 E 8� s �� `' -�5 PLASTIC CAP 28,28 � \�`��, 16LOCK 31\ 5 �pN1p12\\' 18 a Gj J'� O ® SET 5/8 REBAR WITH PLS 11118 56 PLASTIC CAP ��/ ,6 0 9155 sfc ,7 10658 sf �51ho g 16 ?�\ � \ ;N ��� s �� a;i ❑ CALCULATED POINT N63°40 51 E . �, S36°48 26 E 73.86 O . 51 SP 9�. �� \ 10005 sf g� , �I 18 LOT NUMBER DcIiVA c� � 11405 sf �' \ "1 L ` 75.41 O ro 8 �1 ° 01 13371 sf 5 $ �\ 5g �o� POINT OF — - - — SECTION LINE 70.71 <�S v �. �5 0`� ���� S�sus�F �� �� 15 �\ %d' ti5o'- L21 .� N83°0024 E i o���a��65N�5 \ssr 50��A� ro, "1� �g� �� �� �` BEGINNING - - CENTER LINE .G 10845 sf _ p0 �. S ' V A �ti6 gp' c� 43 Os s�,� "� A L 5 6 'L• 12502 sf ��gpj S �'p� "1 ��� �L� o o SUBDIVISION BOUNDARY LINE o_ O c3 J 10237 sf "Fi E O 1 Q 6'\ S `c9 1 5 S O- /,/ 2 > O 5 / F �Fj 1�\ �, rn_ A G45� ��F. c5 O �S h ��, ✓ o, 9- / \,\S pd"� 42 0 0' ��• p J N89'16'19"W 454.01' LOT LINE of � rn_ � 00 L8 ,��� � s 11146 sf 0. °� "1�y !y 0 'j tki O �z O- �1 C� �6,�\ / ' �`' s� o o- i�� 10 G°�O �' 41 �VA� 1036o s� o�'����' �' O,��� SURVEY TIE LINE oC°o M c°; BLOCK 32�5 565 '�� °/ �, sr, �6 NS . 14668 sf y�' 0 o L2� ti� ° �`L, 1o74s sf \ `'_ �1� �� " °° i�v" o . S -5�% �' O Q q ADJACENT PROPERTY LINE �� 5 O 11233 sf �� 7S, 02. 5� �� �- p0 CV \O- ` ��j, ' G�g� Z \� �, �_ 5� � �6� o`� 5 40 `'s\ 0 9394 sf \ ti • S o�5'� J' PUBLIC UTILITY, PRESSURE IRRIGATION � 4 1 �S ems/ �o' �9 �S v°c � "�: ems. 11• �' ADO AND LOT DRAINAGE EASEMENT LINE, Z G i < 9308 sf *� 4! /� r 7, i ✓ G O ``� s S o/ �. SEE NOTES 1 &2 CV 11236 sf ,hh / 2 ��,� G`L 2\�� 10777 sf o N G� g��_ s c' O a 12 �67 �• `� o F ACHD STORM WATER DRAINAGE CD _ _ �3 �� ��ti �� . 26 �9 o ���, �� 39 � BLOCK 13��� Srp1 �15 G� EASEMENT LINE, SEE NOTE 11 sow 11287 sf `� 11422 sf ACHD PERMANENT SIDEWALK z --c39- ¢ � sss2 sf s� BLOCK 13 '2 °' `' ''� 11317 sf, O� �C'� � j 13 ��NS 5 v I , Dc V O � � 7 �p � '\ , y� �� I EASEMENT LINE PER �`ti / �5 �� ��C Z`v c,V 4 3S� s O INSTRUMENT NO. o\ 27 b 316j 38 I q,� \� Pro- d- � 11379 sf `s \c� � , 9 22 �r_ � / '� /� � � o ��°- o / 3� ��ti� 12288 sf S44°22'04' N N BLOCK 14 z �1 6,�� 9581 sf 13498 sf / 81��. l N �� ' A O 01�41 �� �� s 5` ''� 2 o`er/%� ® ��30, N>>7046.. 13QSo' /\ � 42.59' '� �� Z �� c� �' \33. W ,"D 5 g 0 o F` ti !� O° 3 r 3 0 0'4 16 III �� / 4.58. �� v �� 6•,w cp °,�� �' �, 56 ,�� L o �, vv 12456 sf � �0 29 �/a 37 ,,`� THE OAKS NORTH SUBD. NO. 2 ����p I CN 55.07 c16, �, �, I], N /^�' ,HIV 30 a/= C 9788 sf Lj 9 S88 27 49 W s �o r� �� �400. �� __130 BOOK 118, PAGES 18029-18032 O s� 11585 sf /� / S0' S18°49'14"W ��� �. oo, os� � ,, �o os� �� �� h/ ��11046'w 75.00 o 2 5g 33 f 9914 24.43' s'� z 6g' N ` 10049 sf cv c, 00� tS i p 31 >�� �o �13j48 19366 sf 1O nw N� 35 � i N85'41 i 43 J R-55' 10655 sf co1i I 28.99' � �4.6 THE OAKS NORTH SUBD. NO. 2 2585 sf 32 - cv W LO BOOK 118, PAGES 18029-18032 `I- �� N, C25"' op 18580 sf o N 33 rn o 16434 sf �I Z BLOCK 13 I 145.75'— 60.00 `s --145.75— J� N88°59'18"W 351.50' p I THE OAKS NORTH SUBD. NO. 2 KI BOOK 118, PAGES 18029-18032 I o Z m 29 28 z - - - _ _ BASIS OF BEARING _ W. McMILLAN ROAD 1/4 S89'16'45"E 2635.36' 28 27 _ _ _ _ _ 28 _ _ LS 7729_ 32 33 N89'16'58"W 2635.25' 1317.86' 33 34 CP&F INST. NO. CP�NO. 1317 68 SE CORNER 2019-017185 2020-002037 SW 1/4 SE 1/4 CP&F INST. NO. SEE SHEET 2 OF 4 FOR NOTES AND LINE & CURVE DATA 2015-079245 LA Np sG SURVEY NARRATIVE ���S��GIST£ 6 /_ THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED CLINTON W. HANSEN � o ' otfor�S TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED d 1 1 1 18 M SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO.2,THE OAKS PLS 11118 to ' ' • �a = Land Surveying and Consulting su lti n NORTH SUBDIVISION NO.6, INFORMATION FROM RECORD OF SURVEY NUMBER QP �, g 5362,6547,6715,6717,6811,8989,AND CURRENT DEEDS OF RECORD. THE ��/ F OF 5 231 E. 5TH ST., STE. A SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE W. NPR MERIDIAN, ID 83642 RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. (208)288-2040 fax (208)288-2557 www.landsolutions.biz SHEET 1 OF 4 JOB N0. 18-35 THE OAKS NORTH SUBDIVISION NO . 8 BOOK , PAGE CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 28.08' 373.50' 4°18'29" S88°51'28"W 28.08' NOTES C2 201.13' 1023.50' 11*1534" N62°32'40"E 200.81' 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS LINE TABLE HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) C3 131.04' 350.00' 21'27'04" N80'17'10"E 130.27' FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL C4 77.25' 350.00' 12'38'45" N63°14'16"E 77.09' LINE # LENGTH DIRECTION NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. C5 236.70' 1000.00' 13'33'44" S63'41'45"W 236.15' L1 23.50' N1'00'42"E 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A C6 38.65' 1000.00' 2°12'52" S71°35'03"W 38.65' L2 23.50' N1°00'42"E PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE L3 8.26' S62'51'56"E IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, C7 43.09' 600.00' 4'06'54" S15*15'04"E 43.08' AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. C8 42.89' 600.00' 4°05'44" S19°21'23"E 42.88' L4 21.27' S62°51'56"E L5 29.52' N21'59'12"E 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN C9 85.00' 600.00' 8°06'59" S25°27'44"E 84.92' EFFECT AT THE TIME OF THE RESUBDIVISON. C10 78.26' 600.00' 7'28'24" S33'15261 78.20' L6 23.50' S65'04'05"W 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION C11 238.90' 300.00' 45°37'35" S41°38'02"W 232.64' L7 23.50' S65°04'05"W SYSTEM, TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN C12 265.95' 400.00' 38'05'39" S52'07'56"E 261.08' L8 28.28' S78'05'07"E COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. C13 47.04' 600.00' 4°29'33" S22°41'08"E 47.03' L9 4.95' N11°54'53"E C14 103.55' 326.50' 18*1O'14" N81'55'35"E 103.11' L10 23.33' N11'54'53"E 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. C15 90.76' 326.50' 15'55'34" N64°52'40"E 90.46' L11 43.50' N33°05'07"W C16 82.40' 575.00' 8°12'38" S17°17'56"E 82.33' L12 23.50' N56'54'53"E 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 C17 156.45' 575.00' 15'35'23" S2911'56"E 155.97' L13 23.50' N56'54'53"E IRRIGATION/DRAINAGE ENTITY. C18 39.67' 625.00' 3°38'14" S35°10'31"E 39.67' L14 45.93' N13°23'15"W 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED C19 27.75' 276.50' 5'45'01" S61'34'19"W 27.74' L15 23.50' N76'39'05"E NORMAL HIGH GROUNDWATER ELEVATION. C20 107.32' 276.50' 22*14'20" S47°34'39"W 106.65' L16 23.50' N76'39'05"E 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES C21 85.12' 276.50' 17'38'15" S27'38'21"W 84.78' L17 29.28' S64'21'23"E THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR L18 25.00' N76'48'23"E BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE C22 22.99' 25.00' 52'40'52" S7°31'12"E 22.19' SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE C23 46.54' 55.00' 48'29'00" N9'37'08"W 45.16' L19 25.00' N76'48'23"E (1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN L20 28.10' S19'04'51"W OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE C24 65.75' 55.00' 68'29'46" N48'52'15"E 61.91' RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, C25 30.70' 55.00' 31'58'50" S80'53'27"E 30.30' L21 29.93' S74'00'22"E AGRICULTURAL FACILITY OR EXPANSION THEREOF. C26 58.17' 55.00' 60'35'45" S34'36'09"E 55.49' L22 27.58' S63'49'14"W 9- LOTS 24, 30, 33 &43, BLOCK 13; LOT 4, BLOCK 12; LOT 5, BLOCK 14 AND LOTS 1, 8 & 13, BLOCK 31 ARE C27 72.77' 55.00' 75'48'23" S33°35'55"W 67.58' L23 0.71' S63°49'14"W COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. SAID L24 28.28' S26'10'46"E LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION C28 20.11' 25.00' 46'04'46" N48'27'43"E 19.57' INC. PRESSURE IRRIGATION AND LOT DRAINAGE. C29 2.88' 25.00' 6'36'07" N22'07'17"E 2.88' L25 21.21' N43°59'18"W L26 21.21' N46'00'42"E 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF C30 50.50' 423.50' 6°49'57" S67°45'47"E 50.47' MERIDIAN RECORDED AS INSTRUMENT NO. 114030972, RECORDS OF ADA COUNTY, IDAHO. C31 74.85' 423.50' 10'07'37" S5917'01"E 74.76' 3 L27 26.2 ' N12'01'39"E L2 2 . ' S53'00'22"W 11- LOTS 30 AND 33 OF BLOCK 13 AND LOT 1 OF BLOCK 31 ARE SERVIENT TO AND CONTAIN THE ADA C32 74.84' 423.50' 10'07'32" S49'09'26"E 74.75' COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY C33 74.78' 423.50' 10*07'01" S39'02'10"E 74.68' L29 25.00' S53'00'22"W THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED L30 25.00' S53'00'22"W ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, C34 6.60' 423.50' 0°53'32" S33°31'53"E 6.60' AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). C35 38.92' 373.50' 5'58'13" N59'54'00"E 38.90' L31 25.00' S53'00'22"W THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA L32 12.94' N24°55'55"W COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS C36 37.87' 576.50' 3'45'50" S22'19'17"E 37.87' FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. C37 7.33' 576.50' 0°43'43" S24°34'03"E 7.33' L33 12.94' N24°55'55"W 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE C38 48.89' 623.50' 4'29'33" S22'41'08"E 48.87' L34 79.86' N20'26'22"W AGREEMENT RECORDED AS INSTRUMENT NO. 2019-116376, RECORDS OF ADA COUNTY, IDAHO. C39 68.24' 373.50' 10*28'04" N81°28'11"E 68.14' C40 46.49' 976.50' 2'43'39" S58'16'43"W 46.48' C41 95.59' 976.50' 5°36'30" S62°26'48"W 95.55' C42 89.07' 976.50' 513'34" S67'51'50"W 89.04' C43 37.74' 976.50' 212'52" S71'35'03"W 37.74' C44 43.28' 625.00' 3°58'02" S23°23'15"E 43.27' \ONp,LLA/yDs C45 23.15' 323.50' 4'06'03" S62'23'48"W 23.15' �SG�STC,Qc�G�A� C46 72.92' 323.50' 12°54'54" S53°53'19"W 72.77' p +C C47 78.53' 323.50' 13'54'32" S40'28'37"W 78.34' CLINTON W. HANSEN a ' 1 1 1 18 C48 83.01' 323.50' 14°42'06" S26°10'17"W 82.78' �, F OF �5 C49 57.54' 376.50' 8'45'21" S66'48'05"E 57.48' �N W NP. C50 95.59' 376.50' 14'32'50" S55'09'00"E 95.33' C51 95.60' 376.50' 14'32'54" S40'36'08"E 95.34' C52 1.60' 376.50' 0*14'34" S3312'24"E 1.60' L 1AX!1 n_ Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 2 OF 4 JOB N0. 18-35 THE OAKS NORTH SUBDIVISION NO . 8 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED STATE OF IDAHO � S.S. BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF COUNTY OF ADA THE OAKS NORTH SUBDIVISION NO. 8; A PARCEL LOCATED IN THE SW '/4 ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LIABILITY COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW '/4 (S '/4 CORNER) OF SAID COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N SAME IN SAID LIMITED LIABILITY COMPANY'S NAME. 89°16'58" W A DISTANCE OF 2635.25 FEET; THENCE N 0°43'41" E ALONG THE EAST BOUNDARY OF SAID SW '/4 OF SECTION 28 A DISTANCE OF 1936.72 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THENCE LEAVING SAID BOUNDARY N 89°16'19" W A DISTANCE OF 454.01 FEET TO THE MOST NORTHERLY POINT OF THE OAKS THIS CERTIFICATE FIRST ABOVE WRITTEN. NORTH SUBDIVISION NO. 1, AS SHOWN IN BOOK 117 OF PLATS ON PAGES 17940 THROUGH 17943, RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING; THENCE S 53°00'22" W ALONG SAID THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 1 A DISTANCE OF 95.00 FEET TO THE NORTHEASTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 2, AS SHOWN IN BOOK 118 OF PLATS ON MY COMMISSION EXPIRES PAGES 18029 THROUGH 18032, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 2 THE FOLLOWING COURSES AND RESIDING AT DISTANCES: THENCE S 61°02'56"W A DISTANCE OF 185.75 FEET TO POINT; THENCE S 53°30'14"W A DISTANCE OF 66.87 FEET TO A POINT; THENCE S 44°22'04"W A DISTANCE OF 42.59 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE S 35°19'34"W A DISTANCE OF 67.79 FEET TO A POINT; THENCE S 18°49'14"W A DISTANCE OF 75.00 FEET TO A POINT; THENCE S 13°30'21"W A DISTANCE OF 75.32 FEET TO A POINT; THENCE S 4°59'57" W A DISTANCE OF 166.46 FEET TO A POINT; THENCE N 88°59'18" W A DISTANCE OF 351.50 FEET TO A POINT; THENCE N 1°00'42" E A DISTANCE OF 115.39 FEET TO A POINT; THENCE N 20°00'44" W A DISTANCE OF 144.52 FEET TO A POINT; THENCE N 30°14'17"W A DISTANCE OF 119.54 FEET TO A POINT; THENCE S 65°04'05"W A DISTANCE OF 133.29 FEET TO A POINT; THENCE N 24°55'55" W A DISTANCE OF 53.51 FEET TO A POINT; THENCE S 65°04'05"W A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 67°41'09"W A DISTANCE OF 69.32 FEET TO A POINT; THENCE S 88°27'49"W A DISTANCE OF 55.07 FEET TO A POINT; THENCE LEAVING SAID SUBDIVISION BOUNDARY N 5°27'43" W A DISTANCE OF 123.31 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 28.08 FEET ALONG THE ARC OF A 373.50 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 4°18'29"AND A LONG CHORD BEARING S 88°51'28"W A DISTANCE OF 28.08 FEET TO A POINT; THENCE N 1°00'42" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE N 1°49'36"W A DISTANCE OF 121.86 FEET TO A POINT; THENCE N 83°00'24" E A DISTANCE OF 70.71 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE N 63°40'51" E A DISTANCE OF 73.86 FEET TO A POINT; THENCE N 56°54'53" E A DISTANCE OF 90.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE THENCE S 33°05'07" E A DISTANCE OF 120.50 FEET TO A POINT; STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THENCE N 56°54'53" E A DISTANCE OF 248.32 FEET TO A POINT; THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY THENCE N 11'54'53" E A DISTANCE OF 28.28 FEET TO A POINT; REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE THENCE N 56°54'53" E A DISTANCE OF 47.00 FEET TO A POINT; RELATING TO PLATS AND SURVEYS. THENCE S 78°05'07" E A DISTANCE OF 28.28 FEET TO A POINT; THENCE N 56°54'53" E A DISTANCE OF 32.74 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 201.13 FEET ALONG THE ARC OF A 1023.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 11'15'34"AND A LONG CHORD BEARING N 62°32'40" E A DISTANCE OF 200.81 FEET TO A POINT; THENCE N 27°40'22" E A DISTANCE OF 30.16 FEET TO A POINT; NPR LA/yp THENCE N 13°23'15" W A DISTANCE OF 5.06 FEET TO A POINT; �5��GISTFRF THENCE N 76°39'05" E A DISTANCE OF 47.00 FEET TO A POINT; O THENCE S 60020'53" E A DISTANCE OF 27.30 FEET TO A POINT; CLINTON W. HANSEN a 11-1 18 0 THENCE N 72 41 29" E A DISTANCE OF 107.25 FEET TO A POINT; PLS 11118 N THENCE N 27°35'31" E A DISTANCE OF 28.34 FEET TO A POINT; n A P� 2 THENCE N 13°15'08" W A DISTANCE OF 1.28 FEET TO A POINT; �� lF OF \"'o 5� THENCE N 76°48'23" E A DISTANCE OF 80.93 FEET TO A POINT; �TO/V W. NP, THENCE S 12°09'30" E A DISTANCE OF 71.30 FEET TO A POINT; THENCE S 21°22'37" E A DISTANCE OF 103.40 FEET TO A POINT; THENCE S 21°48'23" E A DISTANCE OF 89.83 FEET TO A POINT; THENCE S 29°42'54" E A DISTANCE OF 106.71 FEET TO A POINT; THENCE S 36°48'26" E A DISTANCE OF 75.41 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 13.96 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 20L ✓_ jr a utm © r]5 TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 BY SUSAN STANLEY, DIVISION PRESIDENT www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 4 THE OAKS NORTH SUBDIVISION NO . 8 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE 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. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. 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 DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA 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 APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 P APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLS 11118 n�NyrF ,oF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY W. W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 18-35 SHEET 4 OF 4