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Doc_Recorded Plat - Elevate StoragePLAT SHOWING UMBRIA SUBDIVISION A PORTION OF THE SOUTH 1 /2 OF SECTION 10, T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2008 dr JLL �l LEGEND 25 00 300 0 50 200 SCALE: 1" = 100' FOUND 1/2" IRON PIN, AS NOTED FOUND 5/8- IRON PIN, AS NOTED FOUND BRASS CAP MONUMENT FOUND ALUMINUM CAP MONUMENT SET 1/2" X 24" IRON PIN, PLS 7015 SET 5/8" x 30" IRON PIN, PLS 7015 CALCULATED POINT REFERENCE MONUMENT WITNESS CORNER PROPERTY BOUNDARY LINE LOT LINE SECTION LINE 1/4 SECTION LINE RIGHT-OF-WAY LINE EXIST. RIGHT-OF-WAY LINE OUTSIDE OF PLAT BOUNDARY CENTERLINE KENNEDY LATERAL EASEMENT LINE (D LOT NO. (N89'36'09"W 1558.90') DATA OF RECORD PER TRUSTEE'S DEED INST. NO. 108007865 NOTES: LINE TABLE !/NPLATTED (S 88'52'53" E 1330.73') ww�•'�--------- �- __-__-__ S 88483Y E 1330.557' UN/ON PAC/F/CRA/LROAOR01/ <-----------------------------� 220.82' S '0 M •��W.C. 6907 t 109.75' 0 0 r Fco\ bg°1 1 z °° • 'pR��� el � b�-Q�s � 9 S,� •R.M. \ SJV�\ � I M zv ♦ 26+\ I LINE LENGTH BEARING L1 35.00 N 48'24'45" E L2 35.01 N 49'53'15" E L3 35.05 N 54'07'45" E L4 35.15 N 51'59'45" E L5 72.36 N 48'48'38" E L6 34.07 N 48'48'38" E L7 28.29 N 48*48'38" E L8 72.51 N 48'48'45" E L9 1 36.41 1 S 41'1 V15" E \ o y♦ BL 0Cx 2 i 1 Curve Radius Length Chord Dist. Chord Brg. Delta Cl 25.00 38.92 35.10 N 45'48'03" E 89*11'23" C2 23.00 21.76 20.96 N 25-53'59" W 54-12'41" C3 62.50 18.78 18.71 S 44'23'53" E 17'12'53" C4 23.00 21.76 20.96 N 62'53'47" W 54'12'41" C5 23.00 24.72 23.55 S 59'12'18" W 61'35'09" C6 62.50 84.92 78.54 N 67'20'14" E 77'51'01" C7 23.00 23.06 22.11 S 77*32'11" W 57'27'06" C8 23.00 20.41 19.74 N 23'23'38" E 50'50'00" C9 62.50 26.58 26.38 S 10'09'46" W 24'22'15" CIO 23.00 18.49 18.00 S 66'57'58" E 46'04'21" C11 23.00 21.76 20.96 N 62'53'31" E 5412'41" C12 62.50 60,45 58.12 S 63'29'46" W 55'25'11" C13 100.00 28.38 28.28 S 56'56'27" W 16'15'37" C14 100.00 43.51 43.16 S 77'32'03" W 24'55'37" C15 62.50 124.05 104.57 S 79-12'33" W 113'43'19" 1.) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT. 2.) A PORTION OF THE EAST SIDE OF LOT 1, BLOCK 2 HAS AN EXISTING THIRTEEN AND ONE-HALF (13.5) FOOT WIDE PRIVATE INGRESS -EGRESS AND PUBLIC UTILITIES EASEMENT AS SHOWN ON SHEET 2. (INSTRUMENT NO. 106180339) 3.) A TEN (10) FOOT WIDE PROPERTY DRAINAGE, IRRIGATION & PUBLIC UTILITY EASEMENT IS HEREBY DESIGNATED ALONG THE REAR PROPERTY LINE AS SHOWN. 4,) MAINTENANCE OF ANY IRRIGATION OR IRRIGATION DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. 5.) MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE AT THE TIME OF ISSUANCE OF ANY BUILDING PERMIT. ALL LOT, PARCEL AND TRACT SIZES SHALL MEET DIMENSIONAL STANDARDS ESTABLISHED IN THE ZONING ORDINANCE. 6.) IRRIGATION WATER WILL BE PROVIDED BY THE NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(B). ALL LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN IRRIGATION DISTRICT. REFER TO LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 106038080, ADDENDUM INSTRUMENT NO. 106104020 AND ADDENDUM INSTRUMENT NO. 108055213. FOR INFORMATION REGARDING RESPONSIBILITIES OF OWNER AND IRRIGATION DISTRICT IN THE OWNERSHIP AND OPERATION OF THE IRRIGATION SYSTEM. 7.) ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF RESUB31VISION. 8.) THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 9.) THE KENNEDY LATERAL FALLS UNDER THE AUTHORITY OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT. REPRESENTATIVES OF SAID IRRIGATION DISTRICT CLAIM A RIGHT-OF-WAY OF 55 FEET, BEING 35 FEET ON THE RIGHT SIDE OF THE CENTERLINE AND 20 FEET ON THE LEFT SIDE OF THE CENTERLINE FACING DOWNSTREAM. 10.) SEE SHEET 2 AND 3 FOR EASEMENT AND EASEMENT DIMENSION INFORMATION. 11.) DIRECT LOT ACCESS TO WEST FRANKLIN ROAD IS PROHIBITED. 12.) LOT 2, BLOCK 2 CONTAINS IRRIGATION PUMP STATION FACILITIES AND SHALL BE OWNED AND MAINTAINED BY THE NAMPA & MERIDIAN IRRIGATION DISTRICT. 13.) A PORTION OF LOT 1, BLOCK 2, IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THAT PORTION OF THIS LOT IS ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON JUNE 1, 2004 AS INSTRUMENT NO. 104068411 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 ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 14.) THIS PROJECT IS SUBJECT TO DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 106002636, ADA COUNTY RECORDS. 15.) THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." S NN aOIl-N\6 0 \ F C 1/4 Qao \ �941 '�♦\� a UNION PACIFIC RAILROAD\�`OO RAILROAD RIGHT-OF-WAY •_ _ S 88'48_32=E _ _ jf- _ 1330_57' • 9 �S 690, ♦ M F�° �� v�� Q\5 I 951 100 a, Po IN p T tr a I� `♦ 9� 1 O J O N IN o rn I N \�53'S� N89'09"W I \dsg�°2 z Q�F�obya6\s ��k$95 149.79'� S.10 Sill S. °. - - - 932.15' - - - _y 238.42 1320.48' S,15 1/4 (N89'40'29"W 150.00') N89'3 09"W 1558.90' ,15 S.14 W. FRANKLIN ROAD (189'40'29"W 1558.52') N 89'36'09" W 2640.84' REAL POINT BASIS OF BEARINGS OF BEGINNING 6 4PLE%ES UMBRIA OS-338 dw Plat Silser0aks21ofPLA-,"v 41108.dw 6 3 2006 5: 15: 28 PM MET IDAHO 1450 E. WATERTOWER ST. SUITE 150 DEVELOPER: SURVEY MERIDIAN, IDAHO 83642 PH. (208)846-8510 JOB NO. 05-338 TEN M/LE,0EkELOPMEN7 LLC GROUP, P.C. FAX (208) 884-5399 SHEET 1 OF 5 BOISE, IDAHO BOUNDARY DETAIL 50 200 80C 0 100 400 1200 SCALE: 1" = 400' fI 89'59'52" W 276.40' N N89'59'52"E IN f1CREII- 365.19' W PERUGIA ST. /V Q Z J \ ♦' \� ��c / 2.0. N 89'59'52" E 262.78' , oV �\y \ � FALS C. (CAN f 6-1, . N R HOtF) 271 27' �- ♦ o ♦ I moo \ BLOCK 1 I L y lyj p F t/• > p O 0O. 00�♦ \ I ¢ a r00 J\ M. I J 0,0 �y N 00.23'51 W. FRANK25.00'� FRANKLIN ROAD _ _ - _ _ _ N00'09'31 "E-25.00')- FND 1/2" IRON PIN, NO CAP, REPLACE WITH 5 B" IRON PIN �N 89'40' 9"W 150.00') n v l ¢ cl w µl m ¢Omz I= O of�� O N m Z Z o I aQ Z j 1 I 89'36'09' E 8.49' r y 1 ,. �7 1 979 T FND 5/8" IRON POINT \PIN, NO CAP, OF BEGINNING SET PLASTIC CAP PLS 7015 PLAT SHOWING UMBRIA L SUBD I VISION l A PORTION OF THE SOUTH 1 /2 OF SECTION 10, \ T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO \ 2008 MISCELLANEOUS EASEMENTS LEGEND 25 100 300 -------------------- PLAT EASEMENT, AS NOTED 0 50 200 - - - - - - - ACHD DRAINAGE EASEMENT IDAHO POWER EASEMENT SCALE: 1" = 100' R SITE IRRIGATION EASEMENT, (SEE NOTE 18) KENNEDY LATERAL EASEMENT, (SEE NOTE 9) PRIVATE ACCESS EASEMENT EASEMENT LINE TABLE NOT PER INST. NO. 106180339 1.) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT. 2.) A PORTION OF THE EAST SIDE OF LOT 1, BLOCK 2 HAS AN EXISTING THIRTEEN AND ONE-HALF (13.5) FOOT WIDE PRIVATE INGRESS -EGRESS AND PUBLIC UTILITIES EASEMENT AS SHOWN. (INST. NO. 106180339) 3.) A TEN (10) FOOT WIDE PROPERTY DRAINAGE, IRRIGATION & PUBLIC UTILITY EASEMENT IS HEREBY DESIGNATED ALONG THE REAR PROPERTY LINE AS SHOWN. 9.) THE KENNEDY LATERAL FALLS UNDER THE AUTHORITY OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT, REPRESENTATIVES OF SAID IRRIGATION DISTRICT CLAIM A RIGHT-OF-WAY OF 55 FEET, BEING 35 FEET ON THE RIGHT SIDE OF THE CENTERLINE AND 20 FEET ON THE LEFT SIDE OF THE CENTERLINE FACING DOWNSTREAM. 16.) LANDSCAPE BUFFER EASEMENT, AS SHOWN, IN FAVOR OF THE SILVEROAKS HOMEOWNERS ASSOCIATION. 18.) EASEMENTS AS SHOWN HEREON AND REFERENCED BY THIS NOTE ARE HEREBY DEDICATED TO THE SILVEROAKS HOMEOWNERS ASSOCIATION FOR THE OPERATION AND MAINTENANCE OF A PRIVATE IRRIGATION SYSTEM. EASEMENT CURVE TABLE Curve Radius Length Chord Dist. Chord Brg. Delta C16 62.50 9.11 9.10 S 48'49'55" E 8'20'49" C17 23.00 21.76 20.96 N 25'53'59" W 54'12'41" C18 23.00 10.35 10.26 S 77'06'43" W 25'46'17" C19 62.50 81.58 75.91 S 35'22'08" W 74'47'00" C20 62.50 23.02 22.89 S 83'18'39" W 21'06'01" C21 62.50 15.15 15.11 S 84'15'46" W 13*53'12" C22 85.00 70.64 68.63 S 65-47'45" E 47'37'00" C23 62.50 51.32 49.89 N 67'27'19" W 47'03'05" 224 23.00 18.49 18.00 S 66'57'58" E 46'04'21" C25 13.00 10.45 10.17 S 66'57'58" E 46'04'21" C26 72.50 49.52 48.56 N 63'29'44" W 39'07'53" C27 62.50 35.22 34.75 S 51'55'45" W 32'17'08" C28 23.00 21.76 20.96 N 62'53'31" E 54*12'41" C29 62.50 17.58 17.52 S 69*15'46" W 16'06'48" C30 23.00 6.D2 6.00 N 82'29'52" E 15'00'00" C31 23.00 6.02 6.00 N 82'30'08" W 15'00'00" C32 62.50 54.39 52.69 S 2254'22" W 49*51128" C33 62.50 65.45 62.50 S 77'50'06" W 60'00'00" EASEMENT LINE TABLES LINE LENGTH BEARING LINE LENGTH BEARING L10 , 30.53 N 88'47'38" W L25 52.42 N 35'46'42" W L11 14.01 S 88'47'38" E L26 35.56 S 64*18'18" W L12 9.71 N 00'00'D8" W L27 22.18 N 25'41'42" W L13 169.94 N 35-46*42" W L28 31.62 N 64'18'18" E L14 36.12 S 51'43'08" W L29 61.12 N 35'46'42" W L15 22.17 N 38'16'52" W L30 27.18 N 4623'17" W L16 27.08 N 51'43'08" E L31 30.30 S 41-25'10" W L17 54.06 N 35-46'42" W L32 1 22.17 1 N 4834'50" W 1_18 29.44 S 51'43'08" W L33 31.15 1 N 41 *25'10" E L79 22.17 N 38'16'52" W L34 49.41 N 46'23'17" W L20 30.41 N 51'43'08" E L35 30.06 S 49'01'09" W L21 54.06 N 35'46'42" W L36 22.17 N 40'58'51" W L22 32.77 S 51'43'08" W L37 2T96 N 49'01'09" E L23 22.17 N 38'16'52" W L38 33.03 N 46'23'17" W L24 33.74 N 51'43'OS" E L39 36.83 N 55*23135" E DEVELOPER: T£N M/LE DEk£L ORMENT, LL C BOISE, IDAHO IDAHO SURVEY GROUP, P.0 1110flEvg 6/3/IOOB S:M16 PN YDT 1450 E. WATERTOWER ST. SUITE 150 MERIDIAN, IDAHO83642 PH. (208) 846-8570 FAX (208) 884-5399 LINE LENGTH BEARING L40 16.94 N 25'22'51" W L41 25.93 S 57'05'44" W L42 22.17 N 32'54'16" W L43 28.86 N 57'05'44" E L44 48.76 N 25-22'51" W L45 31.83 S 65'10'14" W L46 1 22.17 1 N 24'49'46" W L47 31.62 N 65.1 O'14" E L48 54.31 N 25'22'51" W L49 29.81 S 64'20'36" W L50 22.17 N 2539'24" W L51 29.91 N 64'20'36" E L52 51.20 N 25'22'51" W L53 32.76 S 59'33'50" W L54 22.17 N 30*26'10" W L55 33.25 N 5933'50" E L56 60.28 N 36714'23" W L57 30.34 S 57'08'16" W L58 22.18 N 32-51'44" W L59 29.03 N 57*08'16" E L60 61.29 N 36'14'23" W L61 30.62 S 50'02'27" W L62 22.17 N 39'57'33" W L63 32.06 N 50'02'27" E L64 57.30 N 36'14'23" W L65 37.66 S 4839'06" W L66 22.17 N 41'20'54" W L67 39.64 N 48'39'06" E L68 25.76 N 36*14'23" W L69 46.61 S 84-28'57" W L70 22.62 N 12'58'41" W L71 31.61 N 84'28'57" E L72 31.98 N 41"3'13" E L73 69.37 N 71*56*33" W L74 23.52 N 16'56'35" W L75 19.09 N 78'09'09" E L76 63.08 S 71'56'33" E L77 6.62 N 52'40'48" E L78 38.18 N 22'58'57" W L79 23.34 N 67'01'03" E LBO 29.53 S 22'58'57" E L81 34.93 S 28'35'00" E 182 43.38 S 87-49'12" E L83 29.49 N 01"1'22" E L84 22.17 S 88'48'38" E L85 29.87 S 01'11'22" W L86 53.85 S 87'49'12" E L87 30.80 N 0111'22" E L88 22.17 S 88'48'38" E L89 31.18 S 01*11'22" W L90 52.86 S 87'49'12" E L91 32.64 N 01-42'40" E L92 22.17 S 88'17'20" E L93 34.36 S 01'42'40" W L94 48.41 S 83'17'29" E L95 35.13 N 09'54'03" E L96 22.17 S 80'05'57" E L97 33.89 S 09'54'03" W L98 54.80 S 83"7'29" E L99 28.82 N 10'01'59" E L100 79.30 N 89-36'15" W L101 234.27 N 41'59'15" W L102 162.15 N 41'11'15" W L103 81.93 N 41*11'15" W L104 487.41 N 39-02'15" W L105 219.15 N 32'42'15" W L106 462.16 N 32'42'15" W L107 125.15 N 43'18'15" W JOB NO. 05-338 SEE NOTE 3 EASEMENT LINE TABLE L1NPLA%TEO 010 10, NOTE 1 -_r1- UN/ON PAC/F/C RA&ROAO ROW - --- SEE NOTE 3 IRRIGATION EASEMENT (SEE NOTE 18) a L150 \ � L71g xr ♦ \ \i \ `♦ \ - ♦ X \\ %\ IRRIGATION EASEMENT ♦ e J6 (SEE NOTE 18) LINE LENGTH BEARING L108 37.26 N 00'13'45" E L109 NOT USED L110 525.88 S 88'48'32" E L111 21.28 S 01*11'28" W Li12 211.17 S 08-56'15" W L113 67.07 S 20'11"5" W L114 1 129.18 1 5 01'11'21" W L115 156.03 S 57-17-45" W L116 161.36 N 57'17'45" E L717 132.83 N 0111'21" E L118 61.79 N 20'11'15" E L119 326.98 S 81'03'45" E L120 132.60 S 46'12'46" E L121 136.82 S 01*12'46" E L122 281.96 S 21"7'14" W L123 84.10 S 31'48'35" E L124 136.91 S 38*16'52" E L725 85.64 S 44'59'50" W L126 28.87 S 00'00'10" E L127 56.18 S 89'59'50" W L128 32.37 S 48'48'45" W L129 10.00 S 41*11'15" E L130 28.62 N 48'48'45" E 52.59 N 89'59'50" E 173.00 N 89'59'52" E 183.76 N 52'26'37" E K 30.05 N 01'12'22" E 30.00 S 88'47'38" E 30.00 N 88'47'38" W 895.59 N Ot'12'22" E L138 58.46 N 88'48'32" W L139 103.98 N 72*02*21" W L140 1142.55 N 88'48'32" W L141 595.02 S 88-48'32" E L142 103.98 S 72'02'21" E L743 49.93 S 88'48'32" E L144 543.73 S 01'12'22" W L145 158.87 N 89'50'38" W L146 125.88 N 44'50'39" W L147 88.47 N 89'50'39" W L148 124.46 N 01'12'46" W L149 139.88 N 46'12'46" W L150 329.22 N 81-03'45" W L151 207.34 N 08'56'15" E L152 21.96 N 01 *11'28" E L153 84.09 S 89'50'39" E L754 125.88 S 44'50'39" E L155 162.83 S 89'50'38" E L156 367.12 S 01'12'22" W L157 175.56 S 52'25'37" W L158 169.60 S 89'59'52" W L1591 25.25 N 00*00'10" W L160 90.39 N 4459'50" E L161 145.23 N 38*16'52" W L162 78.54 N 31'48'35" W L163 278.95 N 21'17'14" E L164 8.49 N 01*1246" W L165 28.21 N 00'00'00" E L166 145.63 N 52'2637" E \♦♦ \ NAMPA & MERIDIAN IRRIGATION EASEMENT, (SEE NOTE 9) ` N \01 ♦ �yQ.IRRIGATION EASEMENT EASEMENT LINE TABLE \ (SEE NOTE 18) ♦ 1� \ ♦� �\ LINE LENGTH BEARING L167 86.04 S 01'49'14" W L168 22.17 S 79'58'01" E L169 27.54 S ID*01'59" W L170 60.56 S 83'17'29" E L171 26.54 N 05'15'47" E L172 22.17 S 84'44'13" E L173 27.10 S 05'15'47" W L174 59.98 S 84'19'05" E Ll 751 30.02 1 N 00-32'14" E L1761 22.17 1 S 89-27'46" E L177 31.15 1 S 00-32'14" W L178 60.10 N 87'30'24" E L179 30.45 N 04*11'22" W L180 22.19 N 85'48'38" E L181 30.24 S 04'11'22" E L182 57.35 N 85'15'59" E L183 30.92 N 05'25'08" W L184 22.17 N 84'33'52" E L185 31.20 S 05-26'08" E L186 53.92 N 85-15'59" E L187 31.86 N 05-25'25" W L188 22.17 N 84-33'52" E L189 32.13 S 05'25'45" E L190 53.01 N 85'15'59" E L191 32.78 N 05-26'08" W L192 22.17 N 8433'52" E L193 33.05 S 05'26'OS" E L194 16.39 N 85'15'59" E L195 10.67 S 55'11'25" E L196 35.60 N 30'07'16" E L197 22.17 S 59'52'44" E L198 37.41 S 30'07'16" W L199 23.05 S 55*11'25" E L200 30.41 N 72-23'39" E L201 37.15 S 17'36'21" E L202 63.08 S 88'47'38" E 1_203 137.69 N 01'12'22" E 1_204 125.00 N 88-48'32" W L205 29.81 N 01'11'28" E L206 155.01 S 88-48'32" E L2 77 1568.87 S 01-12'22" W L2 88 63.31 N 35-46'42" W L209 36.18 N 51*43'08" E \ `` \lo EASEMENT LINE TABLE \ LINE LENGTH BEARING L210 22.17 N 38'16'52" W L212 35.21 S 51'43'08" W L213 54.06 N 35'46'42" W L214 32.85 N 51-43'08" E L215 22.17 N 38'16'52" W L216 31.88 S 51'43'08" W L217 54.72 N 35'46'42" W L218 29.49 N 51'43'08" E L219 22.17 N 38'16'52" W L220 28.52 1 S 51'43'08" W / (SEE NOTE 1) o' 16'x20 QWEST COMM. EASE. L700 16' o b RI RIG. EASE. SEE NOTE 18 _ ! / jo� F� (SEF E NOTE 1) - \ DETAIL "A"/ -NTS- L14i -�' Vag- - --- SEE NOTE 3 04? L738 t L143 t I J I 1 I t 1 I W 1 Q I� J t 1 _ I 1 EXISTING PRIVATE I INGRESS -EGRESS AND PUBLIC 1 L147 UTILITIES/EASEMENT. INST. NO. •• 13.5' 106180339. (SEE NOTE 2) : TYP. L153 - L164 '`Q) 10 �'p 1� a L145 IRRIGATION EASEMENT a L155 (SEE NOTE 18) I ;1• 10' TYP. _ L 40' }F r r TYP. 1 1 EXISTING PRIVATE INGRESS -EGRESS : I ''1-155' AND PUBLIC UTILITIES/EASEMENT. INST. NO. 106180339. (SEE NOTE 2) L ACHD DRAINAGE: EASEMENT (SEE NOTE 13, SHEET 1) �, Lr2� oSEE NOTE 16 a � n ♦ l2g°ry0 3�L`� ,LyN SEE NOTE 18 C 4-- -la C158------ -------- \ OI 23i --6 �I 2 F SEE NOTE 1 6.70' W. i PERUGIA ST. \♦ __J24. -- --- - ----iio.os 0 SEE NOTE 1 \\ SEE NOTE 16 ♦ l'0 20 ♦ 2 \\ \ SLOO^K > I IRRIGATION EASEMENT �� (SEE NOTE 18) v ♦ o \ ♦\ 16' x 20' QWEST I \'g COMMUNICATIONS EASEMEN�j. \ ♦ (DETAIL "A") ` 9 \ � \ SEE NOTE 16 I I ` L100 I 1 IPCO EASMENT ♦ a- INST. N0. 302125 W. FRANKLIN ROAD- M -- --_-_ dr AL NOTES: PLAT SHOWING UMBRIA SUBDIVISION A PORTION OF THE SOUTH 1/2 OF SECTION 10, T.3N., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2008 CITY OF MERIDIAN SEWER AND WATER EASEMENTS, , ADA COUNTY HIGHWAY DISTRICT SIDEWALK EASEMENTS ------ PLAT EASEMENT SEWER AND WATER EASEMENT, (SEE NOTE 17) SIDEWALK EASEMENT TO ADA CO. HIGHWAY DISTRICT, INST. -`=>1 NO. 106091000 25 100 300 0 50 2C0 1.) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT. 2.) A PORTION OF THE EAST SIDE OF LOT 1, BLOCK 2 HAS AN EXISTING THIRTEEN AND ONE-HALF (13.5) FOOT WIDE PRIVATE INGRESS -EGRESS AND PUBLIC UTILITIES EASEMENT AS SHOWN. (INST. NO. 106180339) 3.) A TEN (10) FOOT WIDE PROPERTY DRAINAGE, IRRIGATION & PUBLIC UTILITY EASEMENT IS HEREBY DESIGNATED ALONG THE REAR PROPERTY LINE AS SHOWN. 9.) THE KENNEDY LATERAL FALLS UNDER THE AUTHORITY OF THE NAMPA & MERIDIAN IRRIGATION DISTRICT. REPRESENTATIVES OF SAID IRRIGATION DISTRICT CLAIM A RIGHT-OF-WAY OF 55 FEET, BEING 35 FEET ON THE RIGHT SIDE OF THE CENTERLINE AND 20 FEET ON THE LEFT SIDE OF THE CENTERLINE FACING DOWNSTREAM. 17.) A CITY OF MERIDIAN SEWER AND WATER EASEMENT IS HEREBY DEDICATED AS SHOWN FOR OPERATION AND MAINTENANCE OF SANITARY SEWER AND WATER MAINS AND SERVICE LINES." EASEMENT CURVE TABLE Curve Radius Length Chord Dist.1 Chord Brg. Delta C16 62.50 9.11 9.10 S 48'49'55" E047*37'00" '49" C17 23.00 21.76 20.96 N 25'53'59" W'41" C18 23.00 10.35 10.26 S 77'06'43" W6'17" C19 62.50 81.58 75.91 S 35'22'08" W'00" C20 62.50 23.02 22.89 S 83'18'39" W'01" C21 62.50 15.15 15.11 S 84'15'46" W'12" C22 85.00 70.64 68.63 S 65'47'45" E7'00"C23 62.50 51.32 49.89 N 67'27'19" W3'05"C24 23.00 18.49 18.00 S 66'57'58" E '21"C25 13.00 10.45 10,17 S 66'57'58" E,,21"C26 72.50 49.52 48.56 N 63'29'44" W7'53"C27 62.50 35.22 3475 S 51'55'45" W '08" C28 23.00 21.76 2D.96 N 6253'31" E 54-12'41" 62.50 17.58 17.52 S 69'15'4 " W 16'O6'48" 23.00 6.02 6.00 N 82'29'52" E 15'00'00" t 23.00 6.02 6.00 N 82'30'08" W 15'00'00" 62.50 54.39 52.69 S 22-54'22" W 49'51'28"62.50 65.45 62.50 S 77'S0'O6" W 60'00'00" EASEMENT LINE TABLES LINE LENGTH BEARING LINE LENGTH BEARING L221 51.63 N 35'46'42" W L236 31.00 N 68'42'46" W L222 5.95 N 54" 3*18" E L237 52.97 N 21*17'14" E L223 59.52 N 35'46'42" W L238 31.18 S 70'36'03" E L224 56.91 N 54-13'18" E L239 22.17 N 19'23'57" E L225 28.51 N 31'25'12" W L240 30.45 N 70'36'03" W L226 28.32 S 68'42'46" E L241 29.26 N 21'17'14" E L227 22.18 1 N 21'17'14" E L242 1 19.34 1 N 21'00'27" W L228 31.00 N 68'42'46" W 27.43 N 72'29'27" E L229 53.83 N 21'17'14" E 22.17 N 17'30'33" W L230 31.00 S 68'42'46" E 32.77 S 72'29'27" W L231 22.17 N 21*17'14" E LL243 35.55 N 21'00'27" W L232 31.00 N 68'42'46" W 25.03 N 41" 9'49" E L233 53.85 N 21'17'14" E 22.17 N 48'40'11" W L234 31.00 S 68'4246" E 28.33 S 41'19'49" W L235 22.17 N 21'17'14" E 34.14 N 79'55'25" W DEVELOPER: TEN M/LE ,0CkFZOPWENT, LLC BOISE, IDAHO F1iZiF3i]'rf ii IDAHO 1450 E. WATERTOWER ST. SUITE 150 SURVEY MERIDIAN, IDAHO 83642 PH. (208) 846-8570 1' R n l JP P- r. FAX (208) 884-5399 SCALE: 1" = 100' EASEMENT LINE TABLE LINE LENGTH BEARING L251 37.84 N 09'56'08" E L252 42.49 N 80'03'52" W L253 181.19 N 10'04'35" E 1254 27.15 S 84'45'58" E L255 32.44 S 00'59'07" W L256 22.17 S 89'00'53" E L257 27.69 N 00'59'07" E L258 51.44 N 85-15.59" E L259 30.98 S 03'06'23" E L260 22.17 N 86*53'37" E L261 31.61 N 03'06'23" W L262 53.94 N 85'15'59" E L263 31.32 S 05'33'20" E L264 22.17 N 84'26'40" E L265 31.00 N 0533'20" W L266 140.00 N 85'15'59" E L267 68.72 S 59'15'50" E L268 152.97 S 30*44'10" W L269 27.10 N 56'52'49" W L270 22.17 S 33'07'11" W L271 28.02 S 56'52'49" E L272 44.46 S 30'44'10" W L273 28.06 N 73*14'22" W L274 18.30 S 16'45'38" W L275 55.35 S 21'37'38" E L276 25.80 S 8236'08" W L277 22.17 S 07'23'52" E L2781 31.43 1 N 8236'08" E L279 90.47 S 21'37'38" E L280 100.48 S 36'41'58" W L281 28.19 N 66'53'50" W L282 22.17 S 23'06'10" W L283 29.86 S 66'53'50" E L284 45.36 S 07'06'37" W L285 37.03 N 80'49'44" W L286 22.17 S C9'1O'16" W L287 37.83 S 80'49'44" E L288 44.23 S 07'06'37" W L289 33.02 S 85'18'10" W L290 22.17 5 04'41'50" E L291 22.56 N 85'18'10" E L292 35.60 S 45'54'37" E L293 41.26 S 52'45'24" W L294 22.17 S 37*14'36" E L295 44.63 N 52'4524" E L296 46.48 S 4554'37" E L297 43.97 S 44'08'01" W L298 22.17 S 45'51'59" E L299 43.99 N 44'08'01" E L300 31.61 S 45'54'37 E L301 1 20.02 N 46'27'40" E L302 43.62 S 18'38'22" W L303 22.17 S 71'21'38" E L304 44.54 N 18*38'22" E L305 23.41 N 89'30'37" E L306 41.68 S 09'23'42" E L307 21.87 N 68"11'35" E L308 27.19 N 09'23'42" W L309 22.93 N 39'07'52" E L310 27.72 S 64'21'38" E L311 22.18 N 25'38'22" E L312 25.48 N 64'21'38" W L313 42.63 N 39'07'52" E L314 29.11 N 17'39'02" W L315 44.33 N 72'42'02" W 316 26.34 N 28'53'32" E 317 rL 22.17 N 61-06'28" W 318 30.89 S 28'53'32" W JOB NO. 05-338 _ONPLA -/F,9 L84 L88 L92 < o L96 Lgg > d` L82m L88 ♦% Ug w L90 J l94 '' L98 o\ \ * 2015050698 \ Resolution vacating a portion of the existing water, sewer and pressurized irrigation easements dedicated by Note 17 EASEMENT LINE TABLE LINE LENGTH BEARING L319 24.46 N 72'42'02" W L320 18.93 S 17'17'58" W L321 91.45 N 75'38'50" W L322 11.05 N 30'46'43" W L323 58.61 N .07-06'37" E L324 25.95 S 77'48'11" E L325 22.17 N 12'11'49" E L326 27.93 N 77'48'11" W L327 36.78 N 07'06'37" E L328 116.55 N 38'15'40" E L329 31.16 S 88'47'45" E L330 49.62 S 00'00'07" E L331 22.17 N 89'59'53" E L332 49.15 N 00'00'07" W L333 28.90 N 45'00'08" W L3341 139.06 S 88-47'45" E L335 496.76 S 0112'22" W L336 12.56 N 55'50'46" E L337 32.93 N 34'09'14" W L338 12.07 S 55'5D'46" W L339 48.61 N 2730'50" W L340 8.15 N 64'37'09" E L341 20.00 N 25'22'51" W L342 8.15 S 6437'09" W L343 162.98 N 25'22'51" W L344 80.78 N 89'14'36" E L345 10.00 S 01'29'33" W L346 177.88 S 88'30'27" E L34-7 84.46 S 79'55'25" E L348 63.31 S 21'00'27" E L349 113.86 S 21'17'14" W L350 30.50 N 68'42'45" W L351 16.00 S 21'17'15" W L352 30.51 S 68'42'45" E L353 113.95 S 21*17'14" W L354 10.00 S 6842'46" E L355 15.51 S 21'17'14" W L356 47.97 5 54*13'18" W L357 174.15 N 44*13'38" W L358 149.30 S 87'44'46" E L359 29.68 S 01*11'22" W L360 22.17 S 88'48'38" E L361 29.27 N 01'11'22" E L362 66.66 S 83'47'19" E L363 26.51 S 09'17'23" W L364 22.17 S 80'42'37" E L365 27.53 N 09'17'23" E 7366 55.81 S 83'20'37" E L367 32.74 S 10'15'09" W L368 22.17 S 79-44'51" E L369 34.14 N 1O'15'09" E L370 50.79 S 83'20'37" E L371 35.51 S 06'10'09" W L372 43.17 S 83'49'51" E L373 150.79 S 10*04'35" W L374 41.69 N 88'48'38" W 32.19 '3L3775 W S8827" 53 N1'22 W L377 1 31.90 1 N 01'11'22" E vh m EASEMENT LINE TABLE ♦\ F `f LINE LENGTH BEARING L378 22.17 N 88'48'38" W L379 31.79 S 01'11'22" W L380 53.68 IN ti8'30'27" W L381 31.35 N 01'11'22" E L382 22.17 N 88-48'38" W L383 31.23 S 01*11'22" W L384 82.86 N 88'30'27" W L385 53.98 N 36'14'23" W L386 32.17 N 53*53*27" E L387 22.17 1 N 36'06'33" W L3881 32.22 1 S 53'53'27" W L389 164.19 N 3614'23" W L390 25.64 N 53'45'37" E L391 26.41 N 36'14'23" W L392 20.15 N ,Q 50'15" E L393 36.07 N 02'54'39" E L394 22.03 N 59'00'28" W L395 36.25 S (12'54'39" W L396 39.54 N `+0'S4'36" W L397 87.44 N :�4'03'29" W L398 82.24 N 33'07'11" E L399 28.64 S 56'52'51" E L400 22.17 N 33'07'09" E L401 28.64 N 56'52'51" W L402 53.91 N 33'07'11" E L403 28.64 S S6'52'49" E L4041 22.17 N 33'07'11" E L405 28.64 N 56'52'49" W L406 52.85 N 33'07'11" E L407 28.89 S 59'27'12" E L408 35.66 N 3032'48" E L409 66.56 S 88'47'38" E L410 296.46 S 01'12'22" W L411 28.28 S 43'47'38" E L4121 12.65 S 01'12'22" W L413 1 164.92 N 88'47'45" W L4141 26.18 1 N 45'54'37" W L4151 78.97 1 N 39-47'02" W UN/ON PAC/F/C RA/LROAO ROW EASEMENT, _INST NO CITY OF MERIDIAN SEWER & WATER EASEMENT - (SEE NOTE 17)CITY OF MEF BLOCK 2 LINE LENGTH BEARING L416 143.51 S 7538'50" E L417 9.72 S 13'05'46" E L418 42.73 S 39'07'52" W L419 44.94 S 89'05'23" W L420 464A5 S 01'12'22" W L421 659.59 S 01'12'22" W L422 10.00 N 89'59'52" E L423 12.00 S 00'00'08" E 20.00 S 89'S9'52" W LL424 L425 10.00 S 89'59'52" W L426 10.00 S 89'59'52" W W. FRANKLIN ROAD ( eo 58.45' 1 0 1 � 30.0 0 1 1 a ' 1 u a j J 1 1 1 I I I 1 EASE. :-LINE 15.0' CITY OF MERIDIAN I l SEWER & WATER EASE. Il l (SEE NOTE 17) Ff N I SIDEWALK EASEMENTS 06091000, O.R. 21 ;IDEWALK EASEMENTS (yC30 1 6091000 O.R„ _ - ? W. PERUGIA ST. -�- I 20 98.24 - L11 N J SEWER & WATER I EASEMENT (SEE NOTE 17) BLOCK 1 I Q 1 J 20' I J b = 9 1 Q I � ITY OF MERIDIAN SEWE 1 Z ~ WATER EASEMENT i (SEE NOTE 17) \ 1 1 n t N ♦% I T UMBRIA SUBDIVISION CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT TEN MILE DEVELOPMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY, 15 THE OWNER OF THE PROPERTY DESCRIBED AS FOLLOWS: A PARCEL OF LAND BEING A PORTION OF THE SOUTH 1/2 OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 10 FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTH 1/4 CORNER OF SAID SECTION 10 BEARS NORTH 89'36'09" WEST, 2640.84 FEET; THENCE ALONG THE SOUTH BOUNDARY LINE OF SAID SECTION 10 NORTH 89'36'09" WEST, 1558.90 FEET TO A 5/8" IRON PIN MARKING THE REAL POINT OF BEGINNING. THENCE CONTINUING ALONG SAID SOUTH BOUNDARY LINE NORTH 8936'09" WEST, 149.79 FEET; THENCE LEAVING SAID SOUTH BOUNDARY LINE NORTH 00'23'51" EAST, 25.00 FEET TO THE INTERSECTION WITH THE SOUTHEASTERLY EXTENSION OF THE CENTERLINE OF THE KENNEDY LATERAL; THENCE ALONG SAID SOUTHEASTERLY EXTENSION AND SAID CENTERLINE NORTH 41'59'15" WEST, 300.04 FEET; THENCE NORTH 41'11'15" WEST, 300.00 FEET; THENCE NORTH 39"02'15" WEST, 490.00 FEET; THENCE NORTH 32'42'15" WEST, 690.00 FEET; THENCE NORTH 43'18'15" WEST, 99.58 FEET; THENCE LEAVING SAID CENTERLINE NORTH 00'13'45" EAST, 57.72 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAILROAD; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 88'48'32" EAST, 1330.57 FEET; THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE SOUTH 01'12'22" WEST, 1568.91 FEET TO THE POINT OF BEGINNING; CONTAINS 28.64 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT AND TO DEDICATE TO THE PUBLIC, THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE USE OF THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES OR SUCH OTHER USES AS ARE DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. OWNER: TEN MIDEVELOPMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY i BY: GRAYE H. WOLFE SR., MANAGER ACKNOWLEDGMENT STATE OF Z) COUNTY OF \).LT 0 INA, ) S.S. ON THIS **'DAY OF CA Ul BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED GRA H. WOEFE SR., KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF TEN MILE DEVELOPMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT HE EXECUTED SUCH INSTRUMENT FOR AND ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND 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. 3 MY C MMISSION EXPIRES CERTIFICATE OF SURVEYOR NOTARY PUBLIC, STATE QF RESIDING IN _. I, PATRICK J. SCHEFFLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL 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. r 7 01 L' PATRICK J. S HEFFLER Nto IDAHO NO., 7015 CK J. SCN� 05-338 SHEET 4 OF 5 UMBRIA SUBDIVISION APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE 4�' DAY OF , 2000 UVIKMAN ACHDr APPROVAL OF CENTRAL DISTRICT HEALTH DEPARTMENT 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 ISSUANCE OF A CERTIFICATION OF DISAPPROVAL. CENTRAL DISTRICT HEALTH DEPARTMENT APPROVAL OF CITY ENGINEER I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CIIFEIO�INELK 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 ZJ M DAY OF Z00L . THIS PLAT WAS DULY ACCEPTED AND APPROVED. -- � Z CITY K, , IUAHU CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, COUNTY SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COUPLS s3s9 NTY URVEYORa� _— 6-v 2oog CERTIFICATE OF SURVEYOR I, PATRICK J. SCHEFFLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL 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. D `ONNL LANs - 05/ ATRICK J�SCHEFFLER ��^,5�f 0 �Q7 IDAHO NO., �,R c S J. N��F 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. O .100Y _ TE � OUUNIY 1111ASU111,11T COUNTY RECORDER'S CERTIFICATE STATE OF IDAHO ) ) S.S. COUNTY OF ADA ) I HEREBY CERTIFY THAT THIS INSTRUMENT W FILED FOR RECORD AT THE REQUEST OF I,.�f� Siui.. uAirr/1 AT --a MINUTES PAST J- O'CLOCK .M., ON THIS _" DAY OF i , 20 jV BOOK JO-V OF PLATS AT PAGES INSTRUMENT NO. Dr_ E - IX OFF C14KENUMER " P F.. 4 -,� o 05-338 SHEET 5 OF 5