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HomeMy Public PortalAboutKINGS_PINES_ESTATES_IV G033091 KING ' S PINES ESTATES IV BOOK 4s PAGE situate in OF PLATS SW4 and the W2 NW4 of Section 1, T. 18 N., R. 2 E., B.M., Adams County, Idaho Instrument# 108247 • COUNCIL,ADAMS,IDAHO 2 2005-02-22 02:36: No.of P.44 \ Recorded for: KERR SURV YIIJG `` MICHAEL FISK 11.00 Ex-Officio Recorder Deputy I I &4,. Index to:SUBDIVISION PLAT&PUD'3 I LEGEND 0 MIND 5/8' REBAR � T 5/s' x 30" REBAR w/PLASTIC CAP O raw 1/2" REBAR DETAIL, N.T.S. • r 1/r x 2c REBAR w/ PLASTIC CAP SKI HILL UNPLATTED Gov't. Lot 4 ® FOLIO BRASS CAP AS NOTED P SUB. Section > S 00°01'55" W 629.24' 09 MIND ALAI CAP AS NOTED in 0.90'" 1 — N 1S ro Record of Survey, 1 I MEADOW LANE (Sx Sub) 0 `' Inst. No. 80162 325.00' N iN N DETAIL, N.T.S. SUBDIVISION LINE— 'c� 14 YfJ- N 00°01'55", 594.54' I N 2.328 Ac. ascr / — $o SECTION LINE 1 J— — - 166.45' o0 1 S 00°0155" W 629.24' cl Lo 1 N co coI _ _ _ - — - _ 629.39' L19y N 00°01'55'E - _ - 166.43' W 1 285.9T at of KI BASED ON Plat of 1cNG5 PINES II N N 1/16 Cor. k It ''' N 00°01'55" i, ; S 00'00'39" E Section-1— — 201.41' Nt 1 12 FT UTIJTY EASEMENT I I Ski Hill Subdivision ' CPF # 95490 IALONG ALL ROADS ` Book 1, Page 31 of Plats 1 Inst. No. 44300 Z I' 15 - - - - - - - - - - — — 1"� 2.036 Ac. 0 - — - — - — Found Brass Cap by PE 753 o S. 2°29'461' E., 5.08'3 It I 1 _ _ S 00°01'S5" W 629.24' 166.45' �� _ Rood Platted by _Ski HiIL Subdivision _ _ - CD _ _ -��_ _ - 629.39' ---L19N N 00°01'55'E41_ , ' _ ^ _ __ __ _ Meadow Lan - -- -- NI- -J — — — `'may — — — 166.43 DETAIL, N.T.S. 8 N O'01'55" E 763.24' (platted 761.97') N 00°01'55" E 594.54' N 1/16 Cor. 201.41' , Section 1 N 00°01'55" E ` • P. - LI I Ski HLL . unplatted P. II SUB � o 1,,4AA • r rc . t L d4° LINE TABLE �IVA ` ' I _ I.EADOW LANE No. Beating Len. ,I •:. /I •• �;,•% ssg' yyy � h L19 N 89'59' 4YE 5. 00' p, • ¢ yN �I L41 S 89'59' 18' E 50. 00' I ,�•�iri� b � � O L41 N 89'59' 4Y E 10. 00' OF ♦�Y.T� �IOa 1I su�v�slON LPE 4. Sg14� O - JI SECTION Lit — gg I A I UNPLATTED Z KERR SURVEYING ; McCall, ID , 0 60 120 180 240 300 2005 r=4 FEa'OS° SHEET 3 OF 4 SCALEr = 120' � � _ �. �L, .. � - �.W ._.� . :_ v e_a . _. .. �_ � .,,. a ,_._., faozEou 033081 KING ' S PINES ESTATES IV BOOM; PACE 9 situate in OF PLATS SW4 and the W2 NW4 of Section 1, Instrument # 108247 COUNCIL,ADAMS,IDAHO T. 18 N R° 2 E. , 2005-62-22 No.of Page •4 CURVE TABLE y �'� Recorded for:;NdEnt:AR;s2:uppiutF:.s YI G Adams County, Idaho Ex HAEL FISK 11.00 • No. Rad. Delta CM. Chd. Brg. Len. Ex-OfficioRec 7 Intlex to:SUBDIVIS i C33 100. 00' 23.06' 08" 40. 0540' N 09'37' 46"W 40. 32' KING'S PINES ESTATES III C34 100. 00' S4'23' 23' 91. 40' N 48'22' 2YW 94. 93' C35 130. 00' 77'29' 31" 162. 73' N 36'49' 24"W 175. 82' C36 160. 00' 53'11' 57" 143. 28' N 24'40' 37"W 148. 56' Book 2, Page 30 of Plats C37 160. 00' 24'17' 34" 67. 33' N 63'25' 23'W 67. 84' yy C38 120. 00' 89'07' 06" 168. 39' N 31'00' 3YW 186. 65' LINE TABLE Inst. No, 98391 C39 150. 00' 89'07' 06" 210. 49' N 31'00' 37"W 233. 31" C40 180. 00' 89'07' 06" 252. 59' N 31'00' 3r W 279. 97' No. Bearing Len, N C41 120. 00' 68'07' 57" 134. 44' N 20'31' 03"W 142. 70' L7 S 09'45' 00"E 9. 06' CW 1/16 Corner C42 150. 00' 68'07' 57" 168. 05' N 20'31' 03"W 178. 37' L14 N 89'52' 51" E 42. 00' C43 345. 00' 15'54' 37" 95. 50' N 23'33' 45"W 95. 80' L15 S 27'21' 34" E 22. 49' Section 1 C44 180. 00' 68'07' S7" 201. 66' N 20'31' 03'W 214. 05' L16 S 04'13' 00"W 20. 06' CPF # 95499 C45 345. 00' 08'46' 15' 52. 76' N 50'11' 53'W 52. 81' L17 S 55'02' 08"W 51. 34' C46 345. 00' 14'17' 58" 85. 88' N 38'39' 49"W 86. 10' L18 N 00'36' 49'W 20. 00' W C47 345. 00' 30'53' 59" 183. 81' N 16'03' 48"W 186. 06' L19 N 89'59' 4Y E 5. 00' C48 375. 00' 35'04' 22' 225. 98' N 18'09' 00'W 229. 55' L23 S 46'00' 00'W 74. 98' , a C49 405. 00' 09'37' 20' 67. 93' N 49'46' 20"W 68. 01' L24 S 46'00' 00"W 68. 14' LEGEND u� :� S L42 C50 405. 00' 2T44' 56" 113. 78' N 43'59' 08"W 113. 78' L25 S 00'00. 00"W 70. 16' FOUND 5 N ND 2�0 J, ����=10='�4" S p9" , O"E 2=43 \_--- 053 405. 00' 89'34' 20' 194. 17' N 14'23' 01"W 196. 71' L36 N 40'00' 00"00" E 51. 11' /8"REBAR W 45 0 �_ C54 159. 67' 89'34' 20" 224. 96' N 45'24' 00"W 249. 61' L37 N 10'09' 00"W 101. 37' 00 r��" `. 29g 6g, --� �_-� 37� f g C55 189. 67' 35'39' 42" 116. 15' N 18'26' 40"W 118. 05' L38 N 12'15' 15"E 57. 95' SET 5/8' X 30"REBAR W/ PLASTIC CAP z �j L�rLQa' [] �287• L7 • C56 189. 67' 15'08' 55" 50. 00' N 43'51' 00"W 50. 15' L39 N 77'44' 49'W 30. 00' C57 189. 66' 38'45' 43" 125. 88' N 70'48' 17'W 128. 31' L40 S 89'39' 18"E 50. 00' O FUN) 1/2' REBAR C58 130. 07' 90'13' 05" 184. 29' N 45'04' 38'W 204. 81' L41 N 89'59' 4r E 10. 00' • " C59 160. 07' 90'13' 05" 226. 80' N 45'04' 38'W 252. 04' L42 S 06'15' 00'W 117. 15' L15 C60 190. 07' 90'13' OS" 269. 31' N 45'04' 38"W 299. 28' L46 S 4730' 57"W 151. 83' • SET 1/2" X 24 REAAR W/ PLASTIC CAP \ \ \ C61 700. 00' 11'21' 17" 138. 50' S 48'11' 36"W 138. 73' L47 N 42'30' sr E 217. 24' 1 C62 760. 00' 11'21' 17" 150. 37' S 48'11' 36"W 150. 62' L48 S 53'52' 14"W 77. 61' ® FOUND BRASS CAP AS NOTED C63 460. 00' 36'02' 58" 284. 67' S 71'53' 43"W 289. 42' L49 N 53'52' 14"E 34. 79' n 1 C64 400. 00' 36'07' 46" 248. 07' S 71'56' or W 252. 23' L50 S 53'52' 14"W 71. 86' & FOUND ALLMN M CAP AS NDTED 20' Widt1 \ J • C65 25. 56' 81'57' 06" 33. 52' N 83'59' 21"W 36. 55' L51 N 53'52' 14"E 114. 68' T 1\ 5,079 Ac.C66 24. 17' 83'18' 40" 32. 13' S 13'22' 53"W 35. 15' L52 N 4730' 5r E 29. 59' I 1 [- / 8 C67 130. 00' 42'46' 52" 94. 83' S 33'38' 39"W 97. 07' L53 N 63'19' 31•E 57. 33' I / \ J-' Q d' C69 100. 00' 42'46' 53" 72. 94' S 33'38' 42"W 74. 67' L54 S 45'14' 45"E 78. 70' M I \ 8 � C70 70. 00' 42'46' 53" 51. 06' S 33'38' 41"W 52. 27' L55 S 49'59' 26"W 90. 00' 1 \ \ '0 2.516 Ac. ) offs. C71 60. 00' 13'07' 06" 13. 71' S 18'48' 44'W 13. 74' Record of Survey, 1 C72 60. 00' 57'04' 19" 57. 33' S 53'54' 26"W 59. 77' C73 60. 00' 154'58' 54" 117. 15' N 20'03' 57"W 162. 30' Inst. No. 60163 'n I 3 \ \ oo O / 00 d- C75 20. 00' 75'31' 08" 31. 49' N 50'00' 51"E 26. 36' / (n t C75 20. 00' 75'31' 19" 24. 49' N 50'00' 53" E 26. 36' , 1 C77 375. 00' 18'53' 50" 123. 12' N 45'08' 06"W 123. 68' w I h \ This plat is abject to conpNance with L C. S Section 31-3805. No irrigation water shut be unplatted = I °� Q supplied to any bt hereon 1�I n 9• 1 \� �a 1! w :nI AO BEARINGS BASED ON M Water Line pp 10 • Ss�SyG \______ _ • ar d 3.450 Ac, \ \ C-56 Flat of KINGS PINES I I ��6 ��' - W IU- Wel Easement z 33- A 1.356 Ac.• Ni- 4 \ \ / /� C �-- - 12 Fr UTLITY EASEMENTto G LONG ALL ROADS 3 I \ \ o �` S 00°00 39 E 1288.9T \ I ATM+- \�// r 54t23'- - - - - • - - 318.00' - -♦- S 88.77. --370. 2- - ► lsatg 325.00 / BULDPIG /� ? N 00'0039" W 454.55'- _ `� ENVELOPE / \ r•�r` ,2 a o s NORTH GlibS$ o. I if BULDNG SETBACKS IN \ S N / 13 0 �C? 2�I z.1os Aa �\ `r �, C�1 g 12 30 Fr FROM ROAD R/W. 1cv 14 2.119 Ac, ?S. 12 6+, O 20 Fr FROM SIDE AND REAR LINES 2.328 Ac. N PO N Qy� FISH LAKE O� °o Co- 0o I M b1 2.146 Ac. NI ROAD O' L 6 �'^ N 10 Fr FROM OKAPIS & DRAPFELDS ' 03 I I / / I 6 Access Parcel �� F e �s d6 \`' G�Cb 13 tn * 10 FROM ALL EASEMENTS r N 0.531 Ac. ( Tank s �c 2.074 AC.� oo / n T �v Tl to COI / V / I I J> L o\l. err O \ , re asemen. � 6' ' 160.56' 457.57' <�� 73.7Y 125.28' 4� zil �� Cr,S ` / Gov't. Lot 14 w ' 285.91' �R C55 • C�8/ 35' `� �/ t N 00°36'49" W N 00'36'49" W WHITEFIELD LANE � ' C� c • r, , nS 00°00'39" E- -�(\ G�6 / 817.12' - -�- C52Nzu s W 66 c69�� R on n or & ut �2.82• 221.82' / `I G� - • 187.49' • 283.00' • 190.46' 73.7Y 82.46' 66s5'�� C6j 15 >5'• w Y easement C7 Record of Survey, •ono I" I / G �- FB L �'C K 2 - `SO 1 6630, REN �3676p, • 1 Lag \ $g 223$ UR1 Inst. No. 80162 IM �Jr / v ISFI LAKE 4 O_ z I e 2.036 Ac. / / I / \ I O ROAD 4). �S M p^ W Ski Hill Subdivision 20 w / w \ Access Parcel sewer a a3 rya e,� N 09' 03 2 0.502 Ac. �s Book 1, Page 31 of Plats I I / + 2.434 Ac, o / / Sa ;o 18 1 EasementLot16 / Inst, No. 44300 1 I °�an N\ 2.>09 Ac. r°g N� 2.145 Ac. \n nog, 17 � �40 _ C,� i 71- G�0 oo M \ / b \ 2.144 Ac, p to Z16 0 15 S 00°01'55" W 629.24' 4/ 166.45' �'GCD - \ - _ I 1 I :�,� / / 2.161 Ac. ,°o N 2.779 Ac. h 629.39 L19N N 00°01'55 E 41- _ / Sp Ingress-Egress EasementL co 508.00 -283.00' 332.90�- 00' L129.401 _/ J 594.54' ,- - - - _ _ _ 20tdi - - -a - - - - - -- - - 430.41'- - 527.43' N 00°01'S5" E N 1/16 Cor. N 00°01'55" E 1325.32' V4 Corner Section 1 Sections 1 & 2 unplatted CPF # 95490 Health Certificate CPF # 95497 see detail unplatted Record of Survey, L(�}1- sheet 3 Sate y restrictions as nt vby die Code ty 50,) fifer tt have been satisfiedipcns based on he /, • Inst. No, 82360 Lwid State of Idda, Deportrrlant of Envvomlentd gnityy(DEW�provd o/ the des plop aid = specificatipv aid the coddtions imposed on the devekper for confined satisfaction of the saitcyc N LZ� restriction Buyer b cautioned that at the time of this approval.no drinking water or sewer top facTities were constructed Baking construction cm be lowed�ifh appropriate bu /eta #--1V4r e�� liN-CM.• • �/ KERR SURVEYING t if d-irkirg water or sewer foci ties have since been oratructed or if developer o sirnAtaeasty • • 1-!2 co shucthe thane focuses i the devebpsr foie to nconstruct facts or neet the other caidtioro 546 w,'0 of°E4 then !san y restrictions may be reirposed n occordaae with Section 50-1326, Idda ' • w I- Code by the isswae of a certificate of dsq p ovd aid no construction of my bulking or shelter , 1 � < eq i inking water or sewer/septic fa lhee ski be abwea I.,1jO 17/ .` 0 60 120 180 240 300 McCall, I D d o O�. s ,t 2005 FLE•Iw4l�.Ar.� / . : 1 _ • rJ• . •Q5 . Sg14` Date; 4 Fa e3 Dis c `t r h bepa-tment, RE Date SCALE 1" = 120' SHEET 2 OF 4 • • • r i•-•,............. ..,.......»„awe, w ,., .w.. -..„,„ .,.•,,.,..„. - - - rrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrr AA-0-0(.IWWWWGGWWw NNNN rOODV WUA WN+ O O n% UAWNIOOOVQUAGN-sOIOODVOr0Ya1WN+0 nnn0Annnnnnnn0n0nnnnoo NNN W0YVOIUAWN+ j g 43 VIwoo ZZZZZZZVINZZZZUZUZZZZZZVIZZZNZVI h, N+OrO OOVWUA4N+O W .NOO J++A++OWOOOOVA OONNNNNOOOOO+OA to �' AWWVVOM+++ NNNNW GWNUU {mnov,>000000woRAwc;wwo.lgym4-a:+ m OVA++NU+�--.CO 017,WWWGOJV+UOA-a-ONUOa0000000W�00000+A-0UODUNP at rOrOr001OMM0000000MW0°0000++ W OOrD0:tv: OrON000000001WVVVVVVUUVOOVA '°t. __ . ( OO-B04+000000000000 AOAAAA-0--O UA OOAW NNNJJJ V00000 UUUU OOOOJJ mmmFFm*mEFmFfmmmFFFFFFFFFFmmmFEmF to NNNOO++rO+WAAAANNN+W WOO _ - 1., ++WO;0004U+ViU VJWA+WAAO4U b p AODWVOV-m+NOTV+0I+IONONNWJ+AT+ ,J 61 OIO)0)tAONNNOfWNW WbIUp(NWOOA AAm '� N ODO OO Or r001VODNrO jA ANOr OI UAWON r' UUU-AOONUAOOOOW W-O--WU P t JrON+Or0 Gr0000N+OUON+00GW�WCD JO CNN 288 - UUU(.i0i .-i(.i*AAUVi0i4U4i0iO,a-. C UVUU OUV V00010NOOOUJ+_OOIW UOCOJODW ODOONOO ' ^ • a • • a • - NIC E 014,NAVNaMWUNC0*-. 00NJVCIWN //11 1,A ��- O +OrOJVOAW000NUNODW+OOo rO+U+ n i[(¢ I k \`�`�� '\` "oo'oo\ \.„3\s, � UVrOUAWOIOWO2NNVOJOOO2WNNWOISHEET 2IN 89'38'00" E �� o v �3 ^ c�i NIp `r'" v.rsls: ZZzzzzazoozzowVIwwwwww0I; MATCH LINER 201.77' ��'� �`� C3 0�' SHEET 2 t 0 � ry •-'• Q ` � \ JI MATCH LINE 00i00:0OiUO�+NROVUVVrOVlW�RRN+ I / ^ /^� \ O� ., Pi NNNN.mmOA......„„,.J JJW C) � ` v Cis l' -�OAA WNO-0A OOU�AAAAO� y y I \ ^\ CCes1nati. R. ,i �Z I. c�' S 89'38'00" W� o t co T�^^ 1 424.18' W 1 S ��•38,�„ W N+rOV VOA2OrOW VrAOAJN-N+OD�GU+ ,p P. v1 !'+ Wcm Z LR 455.64' I-�r N00A W�OOW+NOWNOODJODm Nr00+Oo N 0) N V p � i-P�l � v �co oia N �v p f P ' ncic�c�c�nc�nocx�c->n�c�c� w a w �° Ic" iD w ` N '� / p I I N WWWWWWWWWNNN NNNN p 000000000 / n -a N.) Cq ODVOIUP WN+OrO ODJOIUAW I; OIUAGN+OOO rWO N v 4 Z I I� 0 AAUUUUUUAA N O M W O O J J O W W W W O J J u cn�- I N O C7 �) J o000000000000000 to- ±N000fOVOOU 00000+oo t Nt (7 OI 0000000000000000 p' s ,D cr O S 89'3800 W cD 1N R4444R44RRRRRR44 �eoRRo�eo / L' 390.80' N) S 893800 W— A 02 o_ 452.19'— ---it NNUJUNO-NONOO-•+O \ —. I ro>wyAwcnrgv;w+rom0?y� 0 OJWUU+OWOD 1 / L (� 1 0. -r oc A m ( rOURP4WVIr010 1 ./ r ` (� I Z I VJ+rOWWWWWO101VNOt0p ^ WNU000OO ^ 4 l r�..II V rO++OUAVOJV _ �'/ ,(i �J (DIY: 0 OWU4N0-0NO�AGNNUW P 'oi 4°04 A.4°oi'Ni°oi°oi P IOC �q� ....4 \ CA\VV aip i+:°i4:4°4 i'i"i°9 "i �� w " I \ _ NNW+U+RUN I N `-'O'�5'44 1, \ \ \ j °1 lY O(S ODVG NfOOAICDTOONNW OG .Yn.Y ly i VA+JV WrONO ,},} y 73'� .� (� Q WGNJAOOJ0n.,moo rNJ 0. '� rOAA�WJrOUA R 173 \ \ I �?\ (l: O� rOWO2WOU+OJWU+OIaJ�N to 6 W�+�w I \\ S 89'38'00" W )�, S 89'38'00" W f 450.0\ — �p zzzzzzzzzzzzzzzz N 410.9 / \ lD WONWA00 + n NZ ZZVIN VI2Z Z ' \ •Y-, O � +WAO�OG IgOWRON000QW AU ..„,m,,,-.,,.... 0. O {f� ND VVV OUOrONVNA01VA00WNNV p GL ` `v n ON?ANWUN W��OAA WO ¢¢ hjOI�O W0R10- -' V k , r-0o_omwia>oo • O , Q, e � O � O N 0 C>t-i \ 1111 O Ql \\\ �C� �'`N"•A?�°-0L''AtieR°i;6g'W4 : aya p ' FFFFFFFFFmFFFFFF FmmFFFFFF 4,, I '01 CA v0 O '� �7 �.���'� J +_ t co ; N \ u p CA .� C- NV?) NI L \•�s 0O� arnAJ o-0Acn�wo 0000>- n �4 NN �mry •• Imo, ^ OrVWV,A00rrOW0--NNAOW OO N W O (,,-0, W n ' D �C A\i \W `J 01 `X if SZ' /'�/� \ rp 4' CO OI+NrOWOrOW C N 1 t S �V \ ' c) O �'V0 w_ \ \\ UAWNWNW4g3 OrNma,J, t ti OWVW-IJocow N --��ll P. NOf000JAOV� • �: t, \ ♦♦♦ S 89'38'00" W \ a' 534.51'� I UI \S.-6 422.14'— — J i w -7 I oN Ivl N Q NI 00 ; O \ ..4). z,'--3 N 76-00, N.): -it: 0 r r CID g I i coral0 Pt s �- 7 + I C63.°87---------„. w I D -I Q. 0••�p 01 Q '8>B T J N S m Q_ tn s gpglaJ "• ,t N w S 89'38'00" W b g o \ rn �,� 01:1I` -11 qiai;�g � 410.85' dGa 4. 7w � 4' : cn R goai�4$� 8 oN o o �`Il / in o5, p Z/ \ IV e:\ T.YA A? 0 cf) 0 f a":�_ '� CD I O i Z cpn co I N I N 76�, / �(�n 1 0 ^'- N g gc S T- O s r 1�j rnl \3g� w /n I O rn f nl,a n_$1 A = I I opi � N P 4'r.?. \ � \/ O 4 O CO r " s Co s ►- 'o o S 89'38'00 W �I n �- i &999 9 nn, I I �' 460.51' — 3N \\ p'Wo g N O 00N 1 .0 4!. 8s§ sq a. > i I n o $ • oN �I N I a88gR / i S. VT O � N * -1 �\ yr tii l (;. L /c) f‘ , Vie.-g y �1 B S 89'38'00" 1N _46675, s N 84'00.00" W v a 366.64' S OW° � I _ i5 c 149.98' 7�82'43�.� 198.41i / 77 n ___ �' c7' / . \�,, W , /2 s\l I 0) -r ,,, A o N /Jt / ca/ 0 `Pa \ < p / v S } I 9 .E r A� //‘10 ) 1 U1 /I� Z 89'38'00" W Z r UI . / 1 0 ; 5•04 d p _ / __, fish,g • 438.12' IU " /0>.�A/� / SI O / 6 N v �c si I-Pt CO' o / �'�' V /1 26949.Liu00' w J I N D N i i4 8 0 ^ N r 427 n / n� �� IN) CP4 I CO �� CC P m p ,�C„ °o i- J iV S 89'38'00" W � ' ~ O I / n C� v OO O S -P R F; o 2 347.00' / \ G'��C72 N 85'00'00" W— _J i C.r o p. iv440 Co 408r--- co .84' 0 co o N r. 4. \ I c(a/m� 4 4j / / al 1 "t1 4 t L _, , .5 ,. ,-,, 2 tA, / ----, 0) (03 �; 89'3T53" E=247.59'_- --- S 89'37'53" W -_61 ' common --__—__--_—y —__—S 89'3T53" W 572.00'---__ 4 FI 30 __ I` �� 20' common area •&• utility easement �y \ S 89'37'53" W 1510.75' z, zm o rnw.or I'noon ' 0m 6 8 un platted y P m( N g rt �� o rn un platted Ao ��-+ cram �� _aND � Ry _� ,i� ^� UZ p' . . N2x - 0 = S i rri O '� o� D� m � N N �0 r. "o o0n ..A It ' 6 1. C77 ~ CO q �D F D m O yu _ ",�l • �� � w = � b J" i' P-< 00 / co Qi •Igr a t...4 t 1 f(+�� q �p95 p o • 4 t. G 1 - ow LYo3oa KING ' S PINES ESTATES IV CERTIFICATE OF OWNERS ACKNOWLEDGEMENT APPROVAL OF THE ADAMS COUNTY • .• KNOW ALL MEN BY THESE PRESENTS, that the undersigned is the owner of a parcel of STATE OF 1�.c.[o PLANNING AND ZONING COMMISSION fond situate in the SW V4 and the W 1/2 of the NW 1/4 of Section 1, T. 18 N., R. 2 E., B.M., COUNTY ����j•A� S. S. • Adams County, Idaho, more particularly described as follows: `-""' T- ACCEPTED AND APPROVED THIS-I DAY OF 0 _ , 2005, BY THE ADAMS COUNTY ON THIS�tDAY OF )I/ Iry 2005, BEFORE ME THE UNDERSIGNED, A NOTARY PLANNING AND ZONING COMMISSION. Commencing at an aluminum cop on the me common to Sections 1 and 12, T. 18 N., R. 2 E., PUBLC N AND FOR SAD STATE PERSONALLY APPEARED FRANK E. BROWN, KNOWN TO ME , B.M., Adams County, Idaho, marking the southwest corner of King's Pines Estates It the REAL TO 8E THE PRESDENT OF KINGS PAVES ESTATES, INC., AN IDAHO CORPORATION AND THAT - POINT OF BEGINNING THE WIT/-IN AND FOREGOING INSTRUMENT WAS SIGNED ON BEHALF OF SAID CORPORATION, „, ite- i k i.0''r's'� AND ACKNOWLEDGED TO ME THAT SARI CORPORATION EXECUTED THE SAA€ CHARMAN Thence, S 89' 37' 53" W., 1,510.75 feet to a brass cap marking the corner common to I ,SectionsN. t 2 11 and 12, T.4 1.2 N., R 2 E, B.M., Adams Comity, Idaho, IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIX MY OFFCIAL SEAL thence, 00' 36' 49" W., 264728 feet to a brass cap marking the 1/4 Corner common Q,•M to said Sections 1 and 2, THE DAY AND YEARN THIS CERTFICATE FIRST ABOVE WRIT ."� thence, N 00' Or 55" E., 1,325.32 feet to an aluminum cap marking the N 1/16 Corner ?v. �F� common to said Sections 1 and 2, el} thence, continuing N. DO' Or 55" E., 594.54 feet to a 5/8" rebor, MY COM�.1ISSION EXPIRES 7 2/- .2.m/o � thence, S. 89' 39' 18" E, 50.00 feet to a 5/8" rebar, ' thence, S 00' Or 55" W., 629.24 feet to a 5/8" rebar, � �• • CAI >k( oT44 . Q G i APPROVAL OF THE COUNTY COMMISSIONERS thence, 89' 59' 47" E., 615.28 feet to a 5/8" rebar, NOTARY K: FOR THE STATE OF RDAHO 9 L� �i N. I ' thence, S 00' 00' 39" E., 1,288.97 feet to a 5 8" rebar, '� A ACCEPTED AM) APPROVED THIS ZZDAY OF rgh , 2005, BY THE ADAMS COUNTY thence, N. 89' 52' S1" E, 503.90 feet to a 5/8" rebar on the Center Section line of said 4/'¢ '` F� > COMMISSIONERS Section �»,X "� I thence, along the west boundary of King's Pines Estates II the following courses: , c r S 27 211 34" E., 230.80 feet to a 5/8" rebar, CERTIFICATE OF SURVEYOR i✓ / 1144-> S 10' 55' 14" W., 298.69 feet to a 5/8" rebar, S 09' 45' 00" E., 296.43 feet to a 5/8" rebar, t ROD M. SKFTUN, DO HEREBY CERTFY THAT I AM A PROFESSIONAL LAND SURVEYOR CHA MtAN_ - S 06' 15' 00" W., 117.15 feet to a 5/8" rebar, N THE STATE OF VAHO, AND THAT THIS PLAT AS DESCRBED N THE CERTFCATE OF ', S 02' 49' 14" E, 146.25 feet to a 5/8xrebar, OWNERS" WAS DRAWN FROM THE FELD NOTES OF A SURVEY MADE ON THE GROUND UNDER 7 S E.,22' 05' 00" 179.63 feet to a 5 8 rebcr, MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE PONTS PLATTED HEREON, S 32' 30' 00" E., 217.65 feet to a /8" rebar, AND IS N CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND S 03' 45' 51" W., 256.39 feet to a 5/8" rebar, SURVEYS. S 07' 00' 00" E., 241.20 feet to a 5/8" rebar, S 28' 00' 00" E, 108.97 feet to a 5/8" reborn, S 41 50' 00" E, 144.75 feet to a 5/8 reborn, CERTIFICATE OF THE COUNTY TREASURER S 11' 50' 00" W., 228.02 feet to a 5/8" reborn, �� �� , r ' - thence, S. 04' 13' 00" W., 315.25 feet to the Point of Beginning, containing 103.52 acres. �" . 4 �` � t THE UNDERSIGNED COUNTY TREASURER Al AND FOR THE COUNTY OF ADAMS, STATE l E / ROD Al. SKFTUN OF VAFK), PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTFY THAT ANY AND VS; 1 ! ROAHO NO. 9585 ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY ALONG WITH AND SUBJECT TO: A wet easement situate in the NW 1/4 of the SW 1/4, M '� INCLUDED N THIS SUBDIVISION HAVE BEEN PAD N FILL. THIS CERTFI:ATKON IS and SW of the NW 1/4 of Section t T. 18 N., R. 2 E., B.M., Adams County, Idaho y VALD FOR ,THE NEXT THIRTY (30) DAYS ONLY. more particularly described as follows: Commencing at an aluminum cap marking the CW 1/16 Corner of Section 1, T. 18 N., R. 2 E., At, stit B.M., Adams County, Idaho, as shown on Record of Survey hst. No. 60163, on file in the Office • of the Recorder, Adams County, Idaho; Thence, S. 89'52'51" W., 162.34 feet along the .2/.?ales C" ' southerly boundary of the E 1/2 of the SW 1/4 of the NW 1/4 of said Section t to a 5/8" DATE COUNTY TREASURER rebcr on the westerly boaxhwy of the King's Pines Estates I subdivision, the REAL PONT OF BEGINNING: Thence, S. 27.21'34" E., 22.49 feet along said westerly subdivision boundary, APPROVAL OF SOUTH WEST DISTRICT thence, S 8South, 215r168.1 W,e 484.85 feet, HEALTH DEPARTMENT thence, South 168.19 feet, thence, West, 100.00 feet, thence, North 128.88 feet, Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on the thence, N. 50'00'00" E., 66.07 feet, State of Idaho, Department of Environmental Quality (DEQ) approval of the design plans and thence, N 00'O039" W., 454.55 feet, specifications and the conditions imposed on the developer for continued satisfaction of the sanitary CERTIFICATE OF COUNTY RECORDER thence, N 60'41'35" W., 180.70 feet, restrictions. Buyer is cautioned that at the time of this approval no drinking water or sewer/septic thence, N 29.1825" E, 100.00 feet, facilities were constructed. Building construction can be allowed with appropriate building permits INSTRUMENT NUMBER thence, S. 60'4735" E., 147.48 feet to the westerly boundary of said E 1/2 of the SW V4 if clinking water or sewer facilities have since been constructed or if the developer is simultaneously of the NW 1/4 of Section t constructing those facilities. If the developer fails to construct facilities or meet the other conditions STATE OF VAHO thence, S 00'00'39" E, 541.23 feet along said westerly boundary to the southerly of DEQ, then sanitary restrictions may be reimposed, in accordance with Section 50 1326, Idaho S S. boundary of said E 1/2 of the SW 1/4 of the NW V4, COUNTY OF ADAMS 9 50 / boundary, Code, by the issuance of a certificate of disapproval, and no construction of any building or shelter • thence, N 8 52'51" E 3.90 feet along said southerly undary, to the Point requiring drinking water or sewer/septic facilities shall be allowed. I HEREBY CERTFY THAT THIS INSTRUMENT WAS FLED FOR RECORD AT THE REQUEST OF of Beginning, containing 1.21 acres. , AT MINUTES PAST _ O'CLOCK M., ON THIS Bearings based on Plat of King's Pines It Book 2, Page 30 of Plats. DAY OF , 2005, AND DULY RECORDED N BOOK ALIA i 104( 4( . / / .1 y gel/ Ir. _ OF PLATS ON PAGE INSTRUMENT NO. D'.tr fi ealth Dept., REHS Instrument# 108247 THAT THE UNDERSIGNED HEREBY DEDCATE TO THE PUBLIC FOR PUBLIC USE FOREVER THE 0 COUNCIL,ADAMS,IDAHO STREETS AM) PUBLIC RIGHTS-OF-WAY AS SHOWN ON THE FOREGOING PLAT. PUBLIC UTLITY 2005-02-22 02:36. 3 No.of Pa e 4 ' EASEMENTS ARE NOT DEDI:ATED TO THE PUBLC, BUT THE RIGHT OF ACCESS TO AND THE Recorded fa:KERR SU ING USE OF THE PUBLIC UTLITY EASEMENTS REQUIRED TO SERVCE ALL LOTS AND PARCELS MICHAEL FISK F 11.00 .- WITHIN THIS PLATTING IS PERPETUALLY RESERVED, Ex-Offiicio Recorder DeputyIndex to SUBDIVISION PLAT&PLAYS I'.OIVDUAL LOTS WELL BE ELEGBLE TO RECEIVE WATER FROM AN EXISTING CENTRAL WATER SYSTEM. APPROVAL OF THE COUNTY SURVEYOR DEPUTY EX-OFFCIO RECORDER THE OWNERS CERTFY THAT THEY WELL COMPLY WITH OAK) CODE 31-3805 1 / CONCERNING U RIGATION RIGHTS AND DISCLOSURE. 1, /7 4 A n ( C✓. ro clree , PROFESSIONAL LAND SURVEYOR FOR ADAMS COUNTY, IDAHO, DO HEREBY CEKTFY THAT I HAVE CHECKED THIS PLAT AND THAT IT THAT THE UNDERSIGNED HEREBY DECLARE THEIR INTENT TO INCLUDE THE ABOVE DESCRIBED COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AM) SURVEYS TRACT N THE PLAT OF KING'S PINES ESTATES IV. KINGS PINES ESTATES, INC. `ill SVV= � it /f J / J x W• elr `tr.- %,�� >a t ADAMS COUNTY SURVEYOR BY: _fA A 18 ' FRANK E. BROWN �i 4 PRESIDENT .9 tip 0 I \,,1�+IA .p ry. E0� DAIEme 4�05 Kerr Surveying , McCall , ID 2005 SHEET 4 OF 4 1802E013