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HomeMy WebLinkAboutCC - Plat - 01-25-19THE OAKS NORTH SUBDIVISION NO. 2 BOOK , PAGE UNPLATTED LOCATED IN THE SW 1/4 OF SECTION 28, TAN., R.1 W., B.M. MERIDIAN, ADA COUNTY, IDAHO 2019 011 N44°22'04"E �O`°;50'�5°1 ®;`��� S56°00'22"W 9784 sf S24°55'55"E _ _ 42.59 ���� Y. ���-�3807���o� �� -SE WEBSTER DETAIL „ ° » > 10011 sf� 0° S ----,THIS SHEET S89°42 52 E N67 41 09 E p0 ,�� 53.51', +A� % ���° �o °� �s �v;�6� �I• ' �� ' p� g „ °'�� 12008 sf 75 , 75.01' 69.32 p5p� ��`L 5� J, '� 6$ N88°27'49»E N ��g °pp�0 �� `�o° �o "``' '�.o� BLOCK 13�'- S80 25 3 " 1�a 65 s �O �A �09, � 8 E 75.07 � �� � � 21 r'' � �- o � � © � y� G°� �4`�% \� 9738 sf�o\ f5 - - >°'Q 10258 st`�� 01 %'�� t� > �� o s s 6 ,� cry rn s .�F� c �3 5 S11 °00 22 W 4 1\c3 s , �� N 12304 sf ��� o\ ��o� ,� r, �� 14.14 00 o' �: 10920 sf ��s o' �7 h /� , " N� 9514 sf oo� 9148 sf N o 9309 sf N 12739 sf `cs� S65o 20 0 ��/ h ��288'8 �'� cb/� ��\A��\ S56°00 22 W \ j� r- cS 1Q695 sr cP `V ems_ S N `� BLOCK 13 O cV CN 5' BLOCK 14 $� \ �6� O ` 11369 sf 13 s�� i ° , " o i� �_ _; � 0 �� o S54 09 39 W 74.83' 75.00' 75.00' 29.51' C9 1�8 "`� �� o_ 4o5W O, ^� S� . /a <� 11792 sf �� 73.00' N a'°R°S S65° 2 ��2�„ c� i N 88'59'18"W 65 19 �' J 3 w N6 130 i ° , » N J 114.84W DOUBLEROCK DR,139.50' �' "�N�� �s z 15 12341 sf o 8 / / 228 6. S371919 W 71.34' 3 a O c`� 12 66.73 p -�� I �R 70.50'� 25.50' C2� 20 �� �44. � 10482 sfCD / O h \ / Z 5 �� 47' ��� 18 wl 19 N 5 N �' Sj-j•4�'18"W 70� W c' 12173 sf ;� ss3o4"E_l I L / S13°29'56"W n 5�_ - �� ao v 1n 18 CV LO 123.44' -1351' 67.27 O / N 10990 sf rn 10796 sf o 928Q sf oo M 13430 sf� 1y nl o cfl O I N8226'27"w r N o of N 15066 sf i� I o BLOCK 15 100 0 z 5 5 I r4 o - 30' WIDE CREASON LATERAL 0 11762 sf 11 / S88'59'18"E� I EASEMENT - SEE NOTE 13 Z U I cal 10639 sf S1 °00'42"W m 91.34' N 90.50 75.00'� L-101.54' �'� �` 1350' _ S88°59'18"E 351.50' I BLOCK 10Ln , / i _ 130.99' J I S88.59'18"E 70.70 = 75.84 0 0 o S88'5918 E 267.04' o 4Z S88'591 E8 s17 99' --- - �' SEE NOTE 13 ° , „ 2 0 0 17 106$2 sf ,� oo w 10 31711 sf o n c.,+ 132.88' W N88 5918 W 1�„ s885s'18"E 267.04'SEE NOTE 13 O � 10 4-- 10 5374 sf S13°44'03"E z Q 3EE LOT 2 DETAIL w I _ _ N �„ N88'59'18"W 544._ N 135.28 41.36 SHEET 2 OF 4 p N ¢ 135.91 j� - 131.13' b 1 °^° o-69.49'- 80.05' 80.05' 80.05' 80.05' 73.20' 81.92 T o J I = 0 16 00 0 21 o z 1 ^ 17 \- 16 `n \- 15 14 T F_ �7� 1 S88.5918"E h� % O co U - 11553 sf 9835 sf i � °' BLOCK 6 -' o W cnl � 5 ^ O 13 12 N l0 11 � N 1 n/ 1207799 sf �� S88'S9'18"E �� o rn� c� C, Z 3 L _135.92' J �� 11461 sf �� 112.37 sf �� 11Q14 sf `� �� 10790 sf �� 11042 sr` �' N o P r' U' O N46°43 08 E ° a 131.23' °; °' M N 1� 10246 sf 6.99 �� Z o N88'59'18"W i! N N N N N �I N m 1 138�1' M N 22 O 12242 sf 5 ,_ \ ��g W -j L33 ^ 15 N �� so I BLO�LLJ � � L - 1� L _ �0' 83.9T �n 5134001 N o 12985 sf _ cV �� �I 5' 1 i477 sf ^„� \ C49 55.24'J 80.00' 80.00' 80.00' 80.00' 30.07' C48 25' N 35'56"E 8 tJ _ J 78_ � 11065 sf r1 S 13248 10 ���� °�0 ��d� - - N89 00'4_2"E 405.31_ _ _ _ - - �►� 154 48 (�3 � 5 16 O �'CD sao'50'39"w Z w 15� \ _� ? - _ _ W. CHERRYBARK DR. 65_45 ��2 Al z �� 4-7 N � � ��� >> 0� \ ,o�07, W �` POINT OF 4� •63' �, Z � " \ 14 L, o �; 15421 sf �C16 C15 66.74' 75.00' 7200.72.00' 72.00' 47.5 C1� 33 a 34 5� �, BEGINNING 4810 sf w -� `� �� ® �' BLOCK 16 �� a, 11920 sf 4% a� 0 ^`?•'t 32 1_ ; � n,, �QO� �� N89'16'19"W 463.88' 0 N V `�\ `� �� �� 26 27 28 29 30 31 o �, o� cs 56�, 11135 sF O O �i i_ 5 L, 5'S6' s�� ��'%�� h �I L �I I_ �I �I I_ �I I_ �I I- M 9 �1 Nl O o iw o ao o ao o ao to c� �10422 sf 10071 sf �' ^ `� `n 10116 f'� =10116 sf' 11074 sf �132.9 9 rrj, A5 Dz 'b,l Io10502 sf c'I Io10537 sf o,l o10116 sfrn o s � p /� 14769 s; n n n 37 sf s Lt5' o BLOCK 6 I ,1�08 6��p �' SEE FAWNRIDGE DETAIL 14937 sf `3 C� 5� .10 � � -39 47' „ 16 \ THIS SHEET 33.74 74.74' 75.00' 72.00' 72.00' 72.00 47.55 2� w tiN85°10'40' S89°00'42"W 447.03' S� AAA 5�' 441 �� 1�' ,+y� h 86.92 044\sf �GO�J 04111 �A THE OAKS NORTH SUBD. NO. 1 �-S E ALDRICH DETAIL BOOK PAGES _____ _____ o56�� -�� g�,�C'� 2 THIS SHEET 01 �I w 0 �I Z 29 28 32 33 CP&F INST. NO. 106023326 2,55° THE OAKS NORTH SUBD. NO. 1 BOOK PAGES \ z� FAWNRIDGE DETAIL NOT TO SCALE BLOCK 10 I W. RICO DR. BASIS OF BEARING _ N89'16'58"W 2635.25' W. McMILLAN ROAD LEGEND FOUND BRASS CAP MONUMENT FOUND 1/2" REBAR WITH PLS 1 1 1 18 PLASTIC CAP, OR AS NOTED 0 FOUND 5/8" REBAR WITH PLS 1 1 1 18 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11 118 O PLASTIC CAP 0 SET 5/8" REBAR WITH PLS 1 1 1 18 PLASTIC CAP m CALCULATED POINT 18 LOT NUMBER - - - - SECTION LINE - - CENTER LINE CP&F INST. NO. 2015-014105 C 1/4 FOUND IRON PIPE ; I N LO LO o� 2 N BLOCK 5 LU �CD 0 z of �I 1 W. RICO DR. 1/4 28 33 CP&F INST. NO. 2016-054583 PUBLIC UTILITY, PRESSURE IRRIGATION AND LOT DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 1 1 ACHD PERMANENT SIDEWALK EASEMENT LINE PER INSTRUMENT NO. SETTLERS IRRIGATION DISTRICT CREASON LATERAL EASMENT LINE SEE NOTE 13 SURVEY TIE LINE SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE SEE SHEET 2 OF 4 FOR NOTES AND LINE & CURVE DATA JOB NO. 18-35 WEBSTER DETAIL NOT TO SCALE \ BLOCK 6 10 o c, S tiS �OG�S -A �0 ALDRICH DETAIL NOT TO SCALE I� I Q U U IY J I m S89'16'45"E 2635.36' LS 7729 28 Z 27 1317.68' SE CORNER 1317.86' 33 34 SW 1/4 SE 1/4 CP&F INST. NO. 2015-079245 L LA NO %S TC CLINTON W. HANSEN a 1 1 1 8` 0 PLS 1 1 1 18 F OF 5 1 �T �N W. NPR volutim ®ns Id Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 1 OF 4 THE OAKS NORTH SUBDIVISION NO. Z BOOK , PAGE CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 29.64' 1476.00' 1'09'02" N22'04'28"W 29.64' C2 136.76' 1500.00' 5*13'26" S13'44'48"E 136.71' C3 410.14' 350.00' 67'08'27" S22'26'09"W 387.07' C4 103.00' 300.00' 19'40'18" S33'20'23"E 102.50' C5 49.28' 300.00' 9'24'40" S18'47'54"E 49.22' C6 95.36' 400.00' 13'39'35" S7'15'46"E 95.14' C7 10.09' 400.00' 1'26'41" SO'17'21"W 10.09' C8 45.28' 100.00' 25'56'37" N78'02'24"E 44.89' C9 135.84' 300.00' 25'56'37" N11'57'36"W 134.68' C10 160.57' 100.00' 92'00'00" S44'59'18"E 143.87' C11 45.43' 250.00' 10*24'46" N83'48'19"E 45.37' C12 95.13' 1523.50' 3'34'39" S19'42'37"E 95.11' C13 24.99' 273.50' 5*14'10" N8113'01 "E 24.99' C14 24.71' 273.50' 5*10'36" N86'25'24"E 24.70' C15 8.00' 123.50' 3'42'46" S89'07'55"E 8.00' C16 50.47' 123.50' 23'24'45" S75'34'09"E 50.11' C17 20.09' 123.50' 9'19'11" S59'12'11"E 20.07' C18 57.83' 123.50' 26'49'39" S41'07'46"E 57.30' C19 56.96' 123.50' 26'25'38" S14'30'08"E 56.46' C20 4.96' 123.50' 2*18'01" SO'08'18"E 4.96' C21 125.20' 276.50' 25'56'37" N11'57'36"W 124.13' C22 4.99' 123.50' 2*18'59" N66'13'35"E 4.99' C23 50.93' 123.50' 23'37'38" N79'11'53"E 50.57' C24 66.81' 376.50' 10*10'03" S4'04'20"E 66.73' C25 32.44' 376.50' 4*56'12" S11'37'28"E 32.43' C26 140.35' 276.50' 29'04'58" S28'38'02"E 138.85' C27 50.62' 326.50' 8'52'58" S51'33'53"W 50.57' C28 111.71' 326.50' 19*36'11" S37'19'19"W 111.16' C29 113.75' 326.50' 19'57'41" S17'32'23"W 113.18' C30 86.40' 326.50' 15'09'43" SO'01'18"E 86.15' C31 20.13' 326.50' 3'31'55" S9'22'07"E 20.12' C32 20.70' 1476.50' 0*48'12" S11'32'11"E 20.70' C33 109.98' 1476.50' 4*16'04" S14'04'19"E 109.95' C34 82.97' 1476.50' 313'11" S17'48'56"E 82.96' C35 53.44' 1476.50' 2'04'25" S20'27'44"E 53.43' C36 67.54' 323.50' 11'57'47" S37'11'38"E 67.42' C37 9.61' 323.50' 1'42'09" S14'56'38"E 9.61' C38 58.02' 423.50' 7'50'59" S10'10'04"E 57.98' C39 34.64' 76.50' 25'56'37" N78'02'24"E 34.34' C40 38.18' 373.50' 5'51'22" S53'04'41"W 38.16' C41 70.85' 373.50' 10'52'09" S44'42'55"W 70.75' C42 70.31' 373.50' 10'47'09" S33'53'16"W 70.21' C43 70.31' 373.50' 10*47'09" S23'06'08"W 70.21' C44 70.31' 373.50' 10*47'09" S12'18'59"W 70.21' C45 87.58' 373.50' 13'26'07" SO'12'21"W 87.38' C46 30.13' 373.50' 4'37'22" S8'49'24"E 30.13' C47 93.29' 1523.50' 3'30'31" S12'53'20"E 93.28' C48 41.16' 226.50' 10'24'46" N83'48'19"E 41.11' C49 30.57' 76.50' 22'53'51" S79'32'23"E 30.37' C50 92.26' 76.50' 69'06'09" S33'32'23"E 86.77' C51 74.66' 323.50' 13*13'24" N5'36'00"W 74.50' C52 71.82' 323.50' 12*43'12" N18'34'19"W 71.67' LINE TABLE LINE LENGTH DIRECTION L1 14.80' N59'05'49"W L2 20.49' S76'50'00"W L3 40.90' N59'05'49"W L4 14.12' N4'40'11"E L5 21.30' N59'05'49"W L6 23.50' S46'49'28"W L7 23.50' S46'49'28"W L8 20.25' S46'49'28"W L9 10.50' S68'30'03"W L10 23.50' S68'30'03"W L11 23.50' S68'30'03"W L12 7.87' S59'28'24"E L13 21.89' S59'28'24"E L14 15.59' S50'12'59"E L15 8.58' S31'47'23"W L16 18.79' S31'47'23"W L17 21.62' N45'00'42"E L18 23.50' N65'07'26"E L19 23.50' N65'04'05"E L20 28.28' N20'04'05"E L21 23.50' N1'00'42"E L22 23.50' N1'00'42"E L23 28.28' S43'59'18"E L24 39.00' St'00'42"W L25 15.50' S88'59'18"E L26 15.50' N88'59'18"W L27 39.00' N1'00'42"E L28 81.68' N1'00'42"E L29 96.80' N1'00'42"E L30 21.65' S46'43'08"W L31 23.50' N1'00'42"E L32 23.50' N1'00'42"E L33 44.13' N88'59'18"W L34 1.83' S88'59'18"E L35 29.70' S46'56'21"E L36 29.71' N24'27'53"E L37 4.55' S66'29'46"W L38 23.50' N23'30'14"W L39 23.50' N23'30'14"W L40 47.20' S66'29'46"W L41 15.92' N71'28'21"W L42 28.28' N46'00'42"E L43 28.28' S69'55'55"E L44 23.50' S33'59'38"E L45 23.50' S33'59'38"E NOTES 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS 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- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND 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 OAKS HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF 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 IRRIGATION/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 PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 9- LOT 2, BLOCK 5; LOTS 17, 24 & 34, BLOCK 6; LOT 10, BLOCK 10; LOTS 3 & 10, BLOCK 13; LOTS 2 & 3, BLOCK 15 AND LOT 1, BLOCK 16 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. 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. 1 1-A PORTION OF LOTS AS SHOWN HEREON IS SERVIENT TO AND CONTAINS THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THIS LOT IS 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 LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. . RECORDS OF ADA COUNTY, IDAHO. 13- PORTIONS OF LOT 17, BLOCK 6; LOT 10, BLOCK 10; LOT 10, BLOCK 13 AND LOT 2, BLOCK 15 AS DELINEATED HEREON ARE COVERED BY SETTLERS IRRIGATION DISTRICT EASEMENT FOR OPERATION AND MAINTENANCE OF THE CREASON LATERAL. 91.34' 75.84' d L25 Q N88°59'l8"W O 04 ON J °o .4- z �o ro O 30' WIDE CREASON LATERAL EASEMENT SEE NOTE 13 L26 rn O � J J BLOCK 15 LOT 2 DETAIL NOT TO SCALE CLINTON W. HANSEN PLS11118 `ONpH ,L LA D s 5 y �%S TF,Q G,P O a � n�i OF 5 tiT�N W NPR lutim ns veying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET Z OF 4 JOB NO. 18-35 THE OAKS NORTH SUBDIVISION NO. Z 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 THE OAKS NORTH SUBDIVISION NO. 2; A PARCEL LOCATED IN THE SW 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW '/4 (S 1/4 CORNER) OF SAID SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N 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 1 101.30 FEET TO A POINT, THENCE LEAVING SAID BOUNDARY N 89' 16' 19" W A DISTANCE OF 463.88 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 1, AS FILED FOR RECORD IN BOOK OF PLATS AT PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING; THENCE ALONG SAID NORTHERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE S 67*21'01 " W A DISTANCE OF 139.48 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 29.64 FEET ALONG THE ARC OF A 1476.00 FOOT RADIUS NON -TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 1 °09'02" AND A LONG CHORD BEARING N 22°04'28" W A DISTANCE OF 29.64 FEET TO A POINT, THENCE S 68°30'03" W A DISTANCE OF 161.51 FEET TO A POINT, THENCE S 78°45'23" W A DISTANCE OF 1 1 1.57 FEET TO A POINT, THENCE S 89°00'42" W A DISTANCE OF 447.03 FEET TO A POINT, THENCE N 8510'40" W A DISTANCE OF 86.92 FEET TO A POINT, THENCE N 59°05'49" W A DISTANCE OF 77.01 FEET TO A POINT, THENCE S 46°49'28" W A DISTANCE OF 215.71 FEET TO A POINT, THENCE LEAVING SAID BOUNDARY N 29°29'53" W A DISTANCE OF 83.44 FEET TO A POINT, THENCE N 71 °28'21 " W A DISTANCE OF 13.79 FEET TO A POINT, THENCE S 66°29'46" W A DISTANCE OF 4.55 FEET TO A POINT; THENCE N 23'30' 14" W A DISTANCE OF 139.09 FEET TO A POINT; THENCE N 1 °00'42" E A DISTANCE OF 139.16 FEET TO A POINT; THENCE N 46°43'08" E A DISTANCE OF 6.99 FEET TO A POINT, THENCE N 1 °00'42" E A DISTANCE OF 135.80 FEET TO A POINT, THENCE N 88'59' 18" W A DISTANCE OF 75.84 FEET TO A POINT, THENCE N 1 °00'42" E A DISTANCE OF 302.27 FEET TO A POINT, THENCE S 80°25'38" E A DISTANCE OF 75.68 FEET TO A POINT, THENCE S 89°42'52" E A DISTANCE OF 75.01 FEET TO A POINT, THENCE N 88°27'49" E A DISTANCE OF 75.07 FEET TO A POINT, THENCE N 67°41'09" E A DISTANCE OF 69.32 FEET TO A POINT, THENCE N 65°04'05" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 24°55'55" E A DISTANCE OF 53.51 FEET TO A POINT, THENCE N 65°04'05" E A DISTANCE OF 133.29 FEET TO A POINT, THENCE S 30' 14' 17" E A DISTANCE OF 119.54 FEET TO A POINT, THENCE S 20°00'44" E A DISTANCE OF 144.52 FEET TO A POINT, THENCE S 1 °00'42" W A DISTANCE OF 1 15.39 FEET TO A POINT, THENCE S 88*59' 18" E A DISTANCE OF 351.50 FEET TO A POINT, THENCE N 4°59'57" E A DISTANCE OF 166.46 FEET TO A POINT; THENCE N 13°30'21 " E A DISTANCE OF 75.32 FEET TO A POINT, THENCE N 18'49' 14" E A DISTANCE OF 75.00 FEET TO A POINT, THENCE N 3519'34" E A DISTANCE OF 67.79 FEET TO A POINT, THENCE N 44°22'04" E A DISTANCE OF 42.59 FEET TO A POINT, THENCE N 53'30' 14" E A DISTANCE OF 66.87 FEET TO A POINT, THENCE N 61 °02'56" E A DISTANCE OF 185.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 1; THENCE ALONG SAID BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE S 36'29' 13" E A DISTANCE OF 118.33 FEET TO A POINT, THENCE S 56°00'22" W A DISTANCE OF 25.81 FEET TO A POINT, THENCE S 33°59'38" E A DISTANCE OF 168.00 FEET TO A POINT, THENCE S 1 1'00'22" W A DISTANCE OF 14.14 FEET TO A POINT, THENCE S 56°00'22" W A DISTANCE OF 65.00 FEET TO A POINT, THENCE S 54°09'39" W A DISTANCE OF 73.00 FEET TO A POINT, THENCE S 37' 19' 19" W A DISTANCE OF 66.73 FEET TO A POINT, THENCE S 13°29'56" W A DISTANCE OF 67.27 FEET TO A POINT, THENCE S 1 °00'42" W A DISTANCE OF 70.70 FEET TO A POINT; THENCE S 13°44'03" E A DISTANCE OF 41.36 FEET TO A POINT, THENCE S 20*08' 12" E A DISTANCE OF 220.35 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 17.73 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 TOLL SOUTHWEST LLC, AN IDAHO LIMITED LIABILITY COMPANY BY THOMAS M. COLEMAN, JR., DIVISION PRESIDENT 120 ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF ADA S.S. ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED THOMAS M. COLEMAN, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, AN IDAHO LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. 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. CLINTON W. HANSEN PLS 11118 `ONNL LA /yo S 5 %S T£ G,A 0 0 a. 11118 M N IZ5 It°�� �� TF OF N W NPR lutim "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. 18-35 SHEET 3 OF 4 THE OAKS NORTH SUBDIVISION NO. Z 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. DISTRICT HEALTH DEPARTMENT, 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 CLINTON W. HANSEN PLS 11118 L. LA NO lS TA ,Q GAL LT 11118� n y� jj I Z-5 � �� 2 �� TF OF W NPR dS�w,, A'o La- i irri . w-, -, 1 *a'04 n s C��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. 18-35 SHEET 4 OF 4