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HomeMy Public PortalAbout1976.07.21 Road AgateStROW State of Idaho No 4615 STATE OF IDAHO EASEMENT NO . 4615 THIS INDENTURE , made this 21st day of July , 1976 , by and between the STATE OF IDAHO , acting by and through the State Board of Land Commissioners , as party of the first part , and City of McCall , McCall , ID 83638 , as party of the second part ; WITNESSETH : That for and in consideration of the sum of FIVE HUNDRED An NO / 100 DOLLARS ( $ 500 . 00 ) , lawful money of the United States of America , receipt whereof is hereby acknowledged , the party of the first part does hereby grant to the party of the second part an easement for the purpose of constructing toad over and across the following described lands situated in Valley County , State of Idaho , to -wit : A strip of land 70 feet wide being 35 feet on each side of the following described centerline : Beginning at the section corner common to Sections 3 , 4 , 9 and 10 , Township 18 North , Range 3 East , Boise Meridian ; thence North 0 ° 0 ' 3498 East a distance of 1360 . 20 to the REAL POINT OF BEGINNING ; thence South 89 ° 59 ' 20 " West a distance of 648 . 80 feet , containing 1 . 04 acres , more or less . This easement is being issued subject to the following special term : Any trees that need to be removed during road construction operations will be pre-marked and scaled by the Department of Lands and stumpage paid to the Department of Lands by Vanderhoef Land and Development Company . The pernittee will comply with all State fire laws and with all rules and regulations of the State Board of Land Commissioners pertaining to forest and watershed protection and with the Stream Channel Protection Act as designated in Chapter 38 , Title 42 of the Idaho Code . It is further understood and agreed that in the event the lands hereinabove described are not used for the purposes herein specified for any five year period the State Board of Land Commissioners may declare such right - of - way forfeited and the use of the lands will revert back to the State of Idaho or to the record owner of the lands . IN WITNESS WHEREOF , the State Board of Land Commissioners has caused these presents to be executed by its President , the Governor of the State of Idaho , and countersigned by the Secretary of State and the Director . STATE BOARD OF LAND COMMISSIONERS Countersigned : _rra.1 f 1% r , `,1-1 (�+ d. , o `"�=r f the State of Idaho p`T - 4d. r.�t ttof the State Board of ecretary of State }� , .C ';. ,x4ItisPe , tifretistaarsik,g-s. , n N,l ash .- ot Director Page 2 - State of Idaho Easement No . 4615 (City of Mccall ) STATE OF ) ) ss COUNTY OF ) On this day of , 19 , before me , the undersigned , a notary public in and for said ` State , personally appeared known to me to be the person whose name is / are subscribed to the foregoing instrument _ and acknowledged to me that he executed the same . IN WITNESS WHEREOF , I have hereunto set my hand and seal on the day and year last written above . 1 Notary Public residing at My Bond expires * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * STATE OF IDAHO ) ) ss COUNTY OF ADA ) ` On this , day o 19 /�;, before me , a notary public in and for said State , personally . . p • ared ececil D . Andrus known to me to be the Governor of the State of Idaho a . Presid'ent of the State Board of Land Commissioners , Pete T . Cenarrusa , known to me to be the Secretary of State of Idaho and G . C . Trombiey , known to me to be the Director of the Department of Lands of the State of Idaho , that executed the said instrument and acknowledged to me that such State of Idaho and State Board of Land Commissioners executed same . IN WITNESS WHEREOF , I have hereunto set my hand and seal on the day and year last written above . . . Notary Public residing . daho City , Idaho My Bond expires August 25 , 1978 • 15, 1 PERMANENT SEWER . EASEMENT OF RECORD 10' / ' ; - - -- r I II EXISTING CARIGO ROAD ± 20 00 ' S 89 ° 52 ' 10 " E 72 . 88 ' fie , x � o„ TEES PIN TYP) 8 s S ( • , Or 110 .00 • 110 . 90 , 96 . 98,• • T5 .00 ' , 75 . 0 0` 75 .00 ' 75 . 00 75JJ0 140 .00 �/. I 6 1 6Typical 3 3 I t3 r /� -14 1 O 1 jD O et 0 / I % _ _ N- ® - o� 25 ` (1-: r. 20 m ti - ti (II) �? 24 a „18 _ CIO w0 r, 3 � , c. o� b - o ,� � ,2 x24 { 1040 - - cC 0 Z - o co = o m - - g cop LOT PINS 01: / - i I 75 _ C10` 75 . 00' 75 . 001 75 . 00' 1 . 0% �2A 'r`_- el? W l20 I • 69 . 00 O 75 00C:- M f (1•(ebt P.O . B . A - r,• I ,2 SI )— W O 34 N C • \ 6)/ rs- ' ( NE . COR . SE . SE . SE ,. IIO. 00' 4 ! i _ - ! ' FAIRWAY S DRIVE o - 64B . BO - - - - - - - i �` —.d I� 07-7\ M - XY - - -W - • '� Ito . 00 ' CV O 75 .00' O T5 .00�—�� 75 .00' 75 .00' 85 . 00 , I 1 80 . 00 ` I lit 80 .00' I I 85.00 ' 9 O (ii� ►m 8 c uj t W o to w • ,�`� o r'" �` W 0 0° OCj 3 4" N C I - I I I ! ? 0 I I % ° rcr) .ii / / l'i.1( / IN GI o �, 0o -8 -- 0 _ o _ n - �%� cc 110 . 00 1 - 32J g i of 27 0 - _ o g 0 o � I 8 � I m � 0 8 40 - IT8 Is o �' d O p G O o O $ �� �,. v �' poiN• 3 - --109 . 04' - -, Ili i - - 105 . 00' - - - - $ 110 . 00 ' _ Z = Z _ Z Z 612or`' 39i ' " rij I~ 00° 00' 34„ Nr- 1 . O - -W Oa00' 34`.` N- --1 - - � i - `� OIIbb' � � ' u' r' W - ,I-68009 tom• tT5 .00` 75 . 00' 75a00' �- 75jJ0' / r � �) N _i- \,� 0 { 10 . 00' 0 I • 80 .09 0 ' 45 ' S o p M r ' - , � 1 IO - 1 �• 3 26 O S MN - ,�� cc � 1� o n o- - (3-4) tio o ti C3 —s sfr _ o y , I b a ! 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FROP (Is E-D� PERMANFNT EASEMENT IMIkONI 930 - - --"f 98� � ' i o _� � S CAR IC0 ROAD T �_ ` 155 N 1 _ _ SCALE s - -w --- 4 N - . c — o z - -�- 5 4 " — s 11 ( BRASS CAP ) CURVE D AT A 9 {O SEC COR 1 . 18 N R2 E , 8114 " CURE R A I L ICHL . 1F7GE ND C- 1 20. 00 90° 0' 00" 31 . 42 28 _28 L PIN AT ANGLE POINTS UNIT II T UNIT C- 2 20.00 27° 0 00 9 .34 10 . 47 ON BOUNDARY TO BE SERVICED BY PUBLIC _ :L PIN AT LOT CORNERS RTO BE SERVICEDOADY _P.$L�ATE ROAD 1. C- 3 20 .00 63° 0100" 21 . 99 20. 90 .. a_Aa.n_rsr. ^Onw` Anal At 711.- -- -- 1-4 7.4 - - I PERMANENT SEWER * EASEMENT OF RECORD SO' d ' 1 pill I EXISTING CARICO ROAD ± 20 00 ' . I� S 89 ° 52 ' 10HE STEEL PIN ( TYP). ir - 872 . 88 ' k . on �`' f7x Ho .00 s 110 . 901 96 . 98' , T 5 .00 � • , 75 . 0 O, O 75 .00 ' O - - I I 6 1 6 Typical • . iii ~ 411) I ro O 13 O - N � _ • r 18 0 19 - r- 20 m ti ® - a °�° ao - - ---moo' � � - — i0 tp en - o d' b _ ° O I• � 0/ - o co - O 1 . a A% ti , w /2 ° t q• 69 . 001 0 75 .001 � O 1 75 . 00�—' o 75 .00' O . _ P.O . B . N CO 4 ! 0 3q (NE . COR . S E 4 S E 4 SE • ti I !/2 d/ ' N S s -68 w s� O , , I 110. 00 - __. — — 64 B . B0� o —o yam, I FAIRWAY g • DRIVE e; 0 328 .80 . �/ 75 .00 w 75 .00 75 .00 w 75 .00 ,� � , 0 ISWT °' o jAtC I 85 . 00� Ive-D 80 .00' ( }t 80 .00' / w0_// at �. r , 4:t es W00 OCS34 N I I Li MULTI UNIT ARE o - o _ , -�' - 4 - '�- 1Io _ oo' 1 , Ito . 00 ;N ® .� I _ 0 �. 0tart/ ��/ f /. , O O Cj p g O p 1i t - Q ® - E , , iC ' so / /1/2 / - 0 g 1 /17I ' 1 ,2 r, it N .--; I I0 ' Io -W D� 0' 34" N- - 1Q3 s1 64.00 T5 .00 75 . 00 75A0 75A0 - L ,� O O O �J -� c� o WOO 00 3� �8 O A9' r / or M N _ 'L r ,, , , - �n 1 I IO.DO 0o _ 18 0 .09 c26' 45' S // O---S S , S S , CC - `°� If 0-0 o- - I P� N ti 3 r! / _ e _ W 0° 0 34` N _ Y , : _ _ (3-4) ITS - CAICO COURT �' �! NI/ y) R> W _ Iv a w- - - G �- I N '0 - 109 . 0 0�— — 01 ea) 36 a / rn (-9- / 40 Co 116. 26' Ji/ _ 92 . 581 92. 58' 92 .581 , f .� ai �� cl OI W Od° 00 34N M — — -- — — '� I o c 10 L l0 110. 00 g I 1 ✓' _ _ 4. _ / � 110 . 0 0� -� � - W • co N 0 / W 6 a 10 - r i S _ , 60 00 ti p I k€ 1 . 26 _ vie_ .� 0 _ _ N 4 _------------- At / N - d M , 0 8 w � J:/--- O , qt to Q C J r to { I 8 41 f� �-�'—' g Q •� ►- 1 ► 0 • �_ - ROAD z - Z ., 11 o .e 4 f, W - CR E E EX1S-N gEwE—_� S et 93 .30 -w - LICK 5 EJT N lei __ _ �S I NG OUSI G I 0 50 10 0 �' 0 93 .34 -J-J _W - � �� . off t, ROPdSED _ PEAMANEN ?5 , EASEMENT 1 1 r I 3 .3 Ls-- 9 _ t4 - ---` 5 5 9 S 'r • o _� r s ` CARICOEAR ROAD .011141�HUIM�1 . .,,,. I in Le ,r. 401.11111111.1.1 S gN SCALE ..�- ...--- .-- _W _ s z "_� _ S 4 . 3 t ( BRASS CAP ) 5 s ` to • SEC COR CURVE . DA ' T . 18N . R,3E , BM , 1 i CURvE R , A 1 LEGEND at c-1 20. 00 90° 0' 00" x30� � STEEL PIBOUNDARY N AT ANGLE POINTS ON UNIT II UNIT 1 y � � si TO BE SERVICED BY PRIVATE } TO BE SERVICED BY PUBLIC C- 2 20.00 27°0100�� 2 x24 STEEL PIN AT LOT CORNERS ROAD ROAD C- 3 20 .00 63° 010CP Q L9T NUMBERS • C - 4 2440.00 0°24 46 . 6' UTILITY a DRAINAGE EASEMENTS - — — — 10' ACCESS EASEMENT C -5 10.00 90° 0' 00" 12' CENTERED ON ALL INTERIOR LOT LINES LOTS 8 thru 18 ONLY - .