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HomeMy WebLinkAbout8. Final Plat V1THE OAKS NORTH SUBDIVISION NO. 12 BOOK , PAGE LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 28, T.4N., R.1W., B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2022 CP&F INST. NO. UNPLATTED PEREGRIN HEIGHTS SUBDIVISION 2015-020780 rTNC T, .F !ERI� T UNPLATTED BOOK 68, PAGES 7026-7027 v11 a I. I r„I ��NT, 29 28 INSTR. NO- -__ __So'52'12"W 1/4 S89'21'17"E 1311.11 _ _ sss'2t'n"E t3t1.13' _ 65..05' r s4 zD �s.o 79� oo �5s.o°� r5s.on� r55.on� s8.7s' �S.a°� r55.of1� �S.o°� �s.on 5.0 s5on� o o' Cw 1/16 - - - - - - - S89'1434E 789.50 - - ' f L12 L13 31.50' 0 0 -15g 0 0 65.07 UNPLATTED - ? 10 11 12 13 w� 14 15 16 17 18 19 20 21 © 4 5 O O3 ® O © 0 0 0 0 0 �5 0 �0.25 150.82 J _ wI �JI �I wlI wlI ©�I ©J 1 �w JI wII �I55.fl��s.�rSs.�I.f �r O III Cdp�I _ aP m ���••'�jjjj oO_ I� -4_�I Q 10 11 f 12 L26 w .�T� 6 IM i6 r M c O M N M@ M ,c� `OM0 M "rJ z o l+D ,"'-' E0 ,� ad ad 'n ri oil ,", of to vim, of �•��6] M ,`n ��� 'C) n M LL� •' M 'A " " YJ W F N OO' 9 .O •- " ^�Ow 13 y 7�s 23602 SF ^O I^ Z z o y M8 o� PI�MrIIM a< am am F FVi h F "' �, n (p _ r M M N M M N M 'n O T A0 8i% 16 � I^ r � I^ � � � I^ r l^ � I� I� II I =I I ^� o ol� I � I� � I^ � I^ � I^ - 9 ^ ? W' I= � I� � I= � I� � I� � I� � I� , ?� 5' - BLOCK 33 5� "'II zl BLOCK 35 N LLOCK 3J3 J N �- J L L W L L_ I L _J L L �, , soJ L_ - w - L S J L J IL J L J 1 5.474? ssz4 5f 65.56' 55.00' C�, `r-29.79-55.00'- 55.00'--55.00'--58.78'--55.00'--55.00'--55.00'- 55.00'--55.00'--55.00'--55.28'- �6 h�-55.00'--55.00'- 55.00'--55.00'--65.00'--55.00'--55.00'--55.00'--55.00- -55.00 55.00'- 6 z 30' Y i 412 s ' 4 16 _ 8 _ _ _ _ _ _ _ - - - - - - - - - - - _ S89'21'17"E 675.47' _ 16' _ _ 8' O v� lA , Oh -a M 113.23'44t2 si9ti� �® S89'21'17'17=E 682_35' 8' 16' 8• 6jy v o o _ _ c c 8' W. SNOW CURRANT ST. - - - - - - - - - .. - .. -�� o ✓ 11�' � w c� - -8, C \ ?y 15 8633 z i20 $ N8921O817"W 43 w1 C3� 43.5T-55.00'- 55.00'--55.00'-55.00'--55.00'--55.00'--55.00'-8L55.00'--55.00'--55.00'- 45.28'- 11 a��_ - - 6' 8' W SNOW CURRANT ST. 3 �� 21 �O�r- �P �� �� �rO� 6 I �/0'-.131.59,92 st I� o N 3©w 25 w 24�©w �5� �O� ©w 19 w 18 17 w 16 w 15 J a N � o N89.2117 W i=,¢N rn�a al ,n rvoi ruoi ruoi w rvoi -s a -,roi a Ton z.00' �7zae sf 60.00' Ig�� zl I` bI I� I-- I- I� I� °o° I^ -131.50'- J n z 14.99' z e e L D i2 �I �� s ��BLOCKJL2 JL 1L JL Jd JL POINT OF N89'21'p"H N88'59'18"W 193.49' 55.62'-55.00'-55.00' 55.00' 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 BEGINNING 85.00' NO'58'12"E J N89'21'1I VY 605.62 Iaoni i7°c 1 12.80' M: N: w, N• o: Z. 1 z 0 0 �I I la IM IN OILd pl �Iz I I 2s 2s W. MCMIU AN ROAD 32 33 CP&F INST. NO. 2020-020779 SURVEY NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6, OAKS NORTH SUBDIVISION NO. 8, OAKS NORTH SUBDIVISION NO. 10, INFORMATION FROM RECORD OF SURVEY NUMBER 5362, 6547, 6715, 6717, 6811, 8989, 12188, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. THE OAKS NORTH SUBD. NO. 10 BOOK __, PAGES W. PEWTER POINT ST, EXISTING ADA COUNTY HIGHWAY DISTRICT ^ o e TIRMANENT EASEMENT, _\Z L1_15 LEGEND ® FOUND ALUMINUM CAP MONUMENT Q FOUND BRASS CAP MONUMENT FOUND 1/2" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 0 PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP ❑ CALCULATED POINT 18 LOT NUMBER r- 'I 23O .5' 2 w 3 I . 0 J L_ w v F-55.00'1r55.01 w 4 w O r-5 w O 6 w O - - 7 Ow 8 w O 5' rrS -r�Mr�Nr�yrS� w co JiE co J o J -N 19'21'17'W BLOCKS 5J 55.00'J - 55.00'- w 22 w -55.00' 21 w -55.00'- 5 r55.00', 19 F55.00', 18 r - -11 N89' � f Imo' 1284 A L-� J Ls6. zi --55.00' -55.00' -55.00'- -55.00= -r. N89'21'17"WJ_ ' N8_9'z1'n=w t_8' W. PEWTER POINT ST. v v 6•v��a 42.78' �46.00' - - - - 6" 381.5T- - 8'- - - Cg y nc -----152.57' -----55.00'--55.00'--55.00'- 55.00'--55.DO'- Q OHO w w D z f ss' n2' J L 5' J L 10' L J N o \ N SEE NOTE 11�L 67_ 55.00' 55.00' S5.00' 55.00 55.00 2 11 m p BLOCK 31 58921'17"E 275.00' y 67818 0 _ 16 ,�y tS`PSEME " o aD 1 0 St0f09 �� J���O F,1'l�G �o� `jN�.y`�q\�G�30PyEU�,P������% ETS oti, 70.71' " S63'40'51"W Qo���o. 73.86' 1 S83'00'24 W Rom. THE OAKS NORTH SUBD. NO. 8 BOOK 121, PAGES 18996-18999 EXISTING CITY OF MERIDIAN SEWER AND WATER EASEMENT, INSTR. NO. C 1/4 FOUND 2.5" L27 IRON PIPE TCP&F INST. NO. I1 I 12015-014105 I -55.00'--55.00'--55.00' 36.9T-C2 a� BLOCK 35,E U �12 _ 13 Z � � 6' - , z , 0 FS r 120.00 I N V rM y 1 _ N a m w O �� ` Z 4no \ssowo` sf 1fi 4`"-E J � Ic_n W 10' 0.00 10 v Lu L55.00' L55.07 L55.07'J 88.17 \� r ssoo1S $ 133 � 0.00'- s -y S86'2534EN183645EJ U31 U3 Z 21'17"W 17 10 w. 2py6e 14 °' rn _ 120.00 y O 6 14940 sf '� `1 `29130 o O'�9W Z 2412 ', M 16 \ ' S'j5 45 W S1 107 25 N H 9253 sf 9 / > 16244 sf S SJ S 2�'O• pFf 3 o O q0� .11 15 ?� �• 6� ?p, sTs� ,:•� in C A VR a s 9 Q 0EXISTING A 6- •O O 2F°� �`L•` �' HIGHWAY DIS i OT NTY $56'54'53"W PERMANENT EASEMENT, `oP�FFy 32.74' INSTR. NO. 2021-072997 2 G N78'05'07"W \ 99q • 28.28' 0 SA- THE OAKS NORTH SUBD. NO. 8 BOOK 121, PAGES 18996-18999 BASIS OF BEARING S8916'58"E 2635.25'--------------------- - - - - SECTION LINE - - CENTER LINE .•.•.•.•.•.•.•.•.•.•.•.•.•.•••• SURVEY TIE LINE ADJACENT PROPERTY LINE SUBDIVISION BOUNDARY LINE LOT LINE PUBLIC UTILITY, PRESSURE IRRIGATION AND LOT DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 11 ACHD PERMANENT SIDEWALK EASEMENT LINE PER INSTRUMENT NO. OR AS NOTED EXISTING CITY OF MERIDIAN SEWER AND WATER EASEMENT LINE AS NOTED SEE SHEET 2 OF 4 FOR NOTES AND LINE & CURVE DATA I 1/4 33 CP&F INST. NO. 2020-002037 CLINTON W. HANSEN a 1 1 1 8 A PLS 11118 O�0`(�071ZI„Z = C1��tiTTF OF 1� 0/V W. N I 0. 50' 100' 200' Toll Brothers Lan ®lutions SCALE: 1"=100' AMERICA'S LUXURY HOME BUILDER® Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 w .landsolutions.biz JOB No. 18-35 SHEET 1 OF 4 THE OAKS NORTH SUBDIVISION NO. 12 BOOK PAGE CP&F INST. N0. EXISTING CITY OF MERIDIAN SEWER AND WATER EASEMENT, INSTR. N0. - - -_ - - 2020-020780 1/4 2s 128 N64'03'58"E r r27.64'� S89'14'34'E 789 50' PEREGRIN HEIGHTS SUBDIVISION BOOK 68, PAGES 7026-7027 S89'21'17"E 1311.13' 20. L26 L27 -95.00 25.00' 48.43'-" 0v 117 F -w vo - , r-7. 256'� o 1h 18 @ 1s �r o ;J _� rN y I� INil N N �p a _ IL; N I2 3 3 - N QI15 o z _ 5,00' J BLOCK 28 I J L �_ 5 J J L - v J N 95.00'--- -95.00'--- ---95.00---- _ ---95.00' 245.28' 8' S88'50'13"E 16'_ W. SNOW CURRANT ST. 159.83' _ _ "; 8' N z 1 �6 - J - --155.31'- - - - - - s �• - J S 116.33'---- ILLW 10086 sf 10 SEE NOTE 11 3648 sf Q O h �15 N8913'38"E t o 11 1 =1y� 148.73 -T 23.5123.5' T" F- 11 1133 �P Z6 -SEE NOTE 11Lu I �� W 0 11 l31 l32 1� Q9 m_I 2 \ $ iO 14609 sf I co nl Q d� MNOM-145.75� �\ I \ 04 3 3 \ 12693 sf 'CD z N CA a. P Z zl P)o.yti FyMMN O Q N Wy9ntiNNZ Oo 11510 Lu BLOCK 12N >c >c; oFyT< LA cr; S16 NO. 8 ° 18999 > 6,'c�r-S o I o � I O Uj I� w I Iz 0 U � I 29 28 W M MIL 11410 sf 148815013"W o 138.49' o6 11 N 11969 0 '8 10 10y Sl8'47 54 g' BLOCK 27 13092 sf . rn UNPLATTED EXISTING ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT, INSTR. NO. 2021-031899 18'50'13"W 24.41' '09'47"W 47.00' T c� \ 13116 sf c'�' ��'9•'� 6, i\ o� g 'Po 11529 sf / 9871 sf N_o) Off' I C 1/4 FOUND 2.5" IRON PIPE CP&F INST. NO. r- 2015-014105 10 N c0 C5 a^o z T > MA PERNENT EASEMENT, / ?JCS INSTR N0. 2021-031899 Py'c, QPG C LAN ROAD BASIS_ - - - OF BEARING 32 33 - - - - - - 58916'58"E 263 CP&F INST. NO. 2020-020779 CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 201.13' 1023.50' 1115'34" S62'32'40"W 200.81' C2 78.22' 50.00, 89'38'01" S45'49'42"W 70.48' C3 66.29' 50.00, 7558'02" N51'22'16"W 61.54' C4 58.93' 60.00' 5616'10" N6113'12"W 56.59' C5 126.50' 600.00' 12'04'48" S7'09'13"E 126.27' C6 19.59' 600.00' 1*52'14" S010'41"E 19.59' C7 197.97' 500.00' 22'41'08" S1010'47"E 196.68' C8 87.07' 400.00' 12*28'17" S27'45'29"E 86.89' C9 152.18' 625.00' 13'57'03" S613'05"E 151.80' CIO 1.50' 476.50' 010'49' S1'04'22"W 1.50' C11 101.33' 476.50' 12'11'04" S5'06'34"E 101.14' C12 85.83' 476.50' 1019'15" S16'21'44"E 85.72' C13 67.39' 376.50' 1015'19" S26'39'01"E 67.30' C14 14.56' 376.50' 212'57" S32'53'09"E 14.56' C15 15.46' 423.50' 2'05'31" S32'56'52"E 15.46' C16 76.72' 423.50' 10'22'46" S2642'44"E 76.61' C17 23.44' 523.50' 233'56" S2014'23"E 23.44' C18 81.13' 523.50' 852'47" S14'31'01"E 81.05' - - - - - - - 2 8 rim 1/4 33 CP&F INST. NO. 2020-002037 CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C19 85.01' 523.50' 918'16" S5'25'30"E 84.92' C20 17.69' 523.50' 1'56'09" S011'43"W 17.69' C21 76.69' 575.00' 7'38'31" S9'22'21"E 76.63' C22 35.14' 26.50' 7558'02" N51'22'16"W 32.62' C23 37.92' 73.50' 2933'48" N7434'23"W 37.50' C24 40.00' 73.50' 3110'55* N4412'02'W 39.51' C25 19.53' 73.50' 1513'19" N20'59'55"W 19.47' C26 17.79' 73.50' 13'52'07" S83'42'39"W 17.75' C27 40.00' 73.50' 3110'55* S6111'08"W 39.51' C28 30.33' 73.50' 2338'30" S3346'25"W 30.11' C29 26.86' 73.50' 20'56'28" S11'28'56'W 26.71' C30 11.81, 26.50' 2532'37" S77'52'25"W 11.72' C31 29.64' 26.50' 64'05'24" S33'03'24"W 28.12' C32 11.34' 83.50' 746'47" N3658'30"W 11.33' C33 40.97' 83.50' 28'06'48" N5C55'18"W 40.56' C34 29.70' 83.50' 20'22'35" N7910'00"W 29.54' C35 35.85' 36.50' 1 5616'10" N6113-12"W 34.42' 0' 50' 100, 200' SCALE: 1 "=100' LINE TABLE LINE # LENGTH DIRECTION L1 23.50' S88'59'18"E L2 23.50' S88'59'18"E L3 26.14' S6112'00"E L4 36.27' S6112'00'E L5 26.03' N1618'57"W L6 28.28' N45'38'43'E L7 13.75' N44.21'17"W LB 14.53' N44'21'17"W L9 14.14' S45-38-43"W L10 14.14' S45'38'43"W 1_11 28.28' S4C21'17"E L12 23.50' S89'21'17"E L13 23.50' S89'21'17"E L14 14.53' N45'38'43"E L15 13.75' N45'38'43"E Lib 14.14' S44'21'17"E L17 14.14' S44'21'17'E L18 23.50' NO'38'47"E L19 23.50' NO'38'39"E L20 23.50' N56'54'53"E L21 23.50' N56'54'53"E L22 22.56' N21'01'18"E L23 23.50' N56-00-22"E L24 23.50' N56'00'22'E L25 50.00' Ni'09'47"E L26 28.28' S43'50'13"E L27 28.28' N46'09'47'E L28 12.67' N3832'04'E L29 23.50' N7639'05"E L30 23.50' N7639'05"E L31 25.00' N7648'23"E L32 25.00' N7648'23"E L33 30.93' N7648'23"E L34 23.50' N1'09'47"E L35 23.50' N1'09'47"E L36 26.84' N4318'20"E L37 28.38' N44'02'23"W L38 15.30' N3012'31"E L39 88.75' N33'05'07"W L40 203.00' NO'38'43"E L41 203.55' NO'38'43"E L42 72.27' NVOO'42"E L43 96.11' SO'58'12"W L44 72.27' N1.00'42"E ►C911*? 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 SIXTEEN (16) 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. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 9- LOT 10, BLOCK 12; LOT 12, BLOCK 27; LOT 20, BLOCK 28; LOT 16, BLOCK 31; LOTS 14 AND 27, BLOCK 32; LOTS 6,9, 17 AND 25, BLOCK 33; LOTS 1, 13 AND 15, BLOCK 34; AND LOTS 1, 6 AND 18, BLOCK 35 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. SAID LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE. LOT 9, BLOCK 33 IS ALSO DESIGNATED AS A CROSS ACCESS / DRIVEWAY LOT FOR THE BENEFIT OF ADJACENT LOTS 10 AND 11, BLOCK 33. USES AND MAINTENANCE OF SAID LOT 9 SHALL BE AS DEFINED IN THE CC&R DOCUMENTS FOR THIS DEVELOPMENT. 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 114030972, RECORDS OF ADA COUNTY, IDAHO. 11- LOT 10 OF BLOCK 12, LOT 17 OF BLOCK 33, LOT 13 OF BLOCK 34, LOT 6 OF BLOCK 35; AND PORTIONS OF LOT 9 OF BLOCK 12, LOTS 16 AND 17 OF BLOCK 31, LOT 6 OF BLOCK 33 AND LOT 18 OF BLOCK 35 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE 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 TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. 13- THIS SUBDIVISION WILL BE ANNEXED INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE CC&R DOCUMENTS AS RECORDED IN INSTRUMENT NO. 2015-035955 AND AS SUBSEQUENTLY AMENDED. LA CLINTON W. HANSEN a 1 1 1 8` 0 PLS 11118 0 9uII0l21P.z� _ 0FIII\���� ON W. NP 'rollBrothers Lan ?Surveyinglutr®ns AMERICA'S LUXURY HOME BUILDER® Land and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 w .landsolutions.biz JOB No. 18-35 SHEET 2 OF 4 THE OAKS NORTH SUBDIVISION NO. 12 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. 12; A PARCEL LOCATED IN THE N % OF THE SW / OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW % (S''/< CORNER) OF SAID SECTION 28 BEARS S 89°16'58" E A DISTANCE OF 2635.25 FEET; THENCE N 1'00'42" E ALONG THE WEST BOUNDARY OF SAID SW / OF SECTION 28 A DISTANCE OF 2354.89 FEET TO THE NORTHWESTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 10, AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST BOUNDARY N 1°00'42" E A DISTANCE OF 275.96 FEET TO AN ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID SW''/< (W % CORNER) OF SAID SECTION 28; THENCE ALONG THE NORTH BOUNDARY OF SAID SW % OF SECTION 28 S 89°21'17" E A DISTANCE OF 1311.11 FEET TO THE NORTHWEST CORNER OF THE NE % OF SAID SW %; THENCE ALONG THE WEST BOUNDARY OF SAID NE / OF THE SW % S 0052'12" W A DISTANCE OF 16.99 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY S 89°14'34" E A DISTANCE OF 789.50 FEET TO A POINT; THENCE N 64003'58" E A DISTANCE OF 27.64 FEET TO A POINT; THENCE S 86°53'44" E A DISTANCE OF 189.53 FEET TO A POINT; THENCE N 89014'55" E A DISTANCE OF 20.04 FEET TO A POINT; THENCE S 70027'46" E A DISTANCE OF 2.61 FEET TO THE NORTHWESTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 6, AS SHOWN IN BOOK 120 OF PLATS ON PAGES 18759 THROUGH 18762, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 6 THE FOLLOWING COURSES AND DISTANCES: THENCE S 0045'26" W A DISTANCE OF 150.40 FEET TO A POINT; THENCE N 88'50'13" W A DISTANCE OF 24.41 FEET TO A POINT; THENCE S 1'09'47" W A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 3014'42" E A DISTANCE OF 99.69 FEET TO A POINT; THENCE S 20°10'05" E A DISTANCE OF 142.82 FEET TO A POINT; THENCE S 29°28'26" E A DISTANCE OF 104.82 FEET TO A POINT; THENCE S 56°00'22" W A DISTANCE OF 130.98 FEET TO A POINT; THENCE N 33°59'38" W A DISTANCE OF 12.19 FEET TO A POINT; THENCE S 56°00'22" W A DISTANCE OF 170.40 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 8, AS SHOWN IN BOOK 121 OF PLATS ON PAGES 18996 THROUGH 18999, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 6, AND ALONG THE EASTERLY AND NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 8 THE FOLLOWING COURSES AND DISTANCES: THENCE N 36'48'26" W A DISTANCE OF 75.41 FEET TO A POINT; THENCE N 29'42'54" W A DISTANCE OF 106.71 FEET TO A POINT; THENCE N 21'48'23" W A DISTANCE OF 89.83 FEET TO A POINT; THENCE N 21'22'37" W A DISTANCE OF 103.40 FEET TO A POINT; THENCE N 12'09'30" W A DISTANCE OF 71.30 FEET TO A POINT; THENCE S 76°48'23" W A DISTANCE OF 80.93 FEET TO A POINT; THENCE S 13°15'08" E A DISTANCE OF 1.28 FEET TO A POINT; THENCE S 27°35'31" W A DISTANCE OF 28.34 FEET TO A POINT; THENCE S 72°41'29" W A DISTANCE OF 107.25 FEET TO A POINT; THENCE N 60'20'53" W A DISTANCE OF 27.30 FEET TO A POINT; THENCE S 76°39'05" W A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 13°23'15" E A DISTANCE OF 5.06 FEET TO A POINT; THENCE S 27°40'22" W A DISTANCE OF 30.16 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 201.13 FEET ALONG THE ARC OF A 1023.50 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 11'15'34" AND A LONG CHORD BEARING S 62°32'40" W A DISTANCE OF 200.81 FEET TO A POINT OF TANGENCY; THENCE S 56°54'53" W A DISTANCE OF 32.74 FEET TO A POINT; THENCE N 78°05'07" W A DISTANCE OF 28.28 FEET TO A POINT; THENCE S 56°54'53" W A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 11'54'53" W A DISTANCE OF 28.28 FEET TO A POINT; THENCE S 56'54'53" W A DISTANCE OF 248.32 FEET TO A POINT; THENCE N 33°05'07" W A DISTANCE OF 120.50 FEET TO A POINT; THENCE S 56°54'53" W A DISTANCE OF 90.00 FEET TO A POINT; THENCE S 63°40'51" W A DISTANCE OF 73.86 FEET TO A POINT; THENCE S 83°00'24" W A DISTANCE OF 70.71 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 10; THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 8, AND ALONG THE EASTERLY AND NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 10 THE FOLLOWING COURSES AND DISTANCES: THENCE N 6'38'19" W A DISTANCE OF 137.94 FEET TO A POINT; THENCE N W38'43" E A DISTANCE OF 158.50 FEET TO A POINT; THENCE N 89'21'17" W A DISTANCE OF 42.78 FEET TO A POINT; THENCE N 0'38'43" E A DISTANCE OF 111.50 FEET TO A POINT; THENCE N 89'21'17" W A DISTANCE OF 605.62 FEET TO A POINT; THENCE N 0'58'12" E A DISTANCE OF 12.80 FEET TO A POINT; THENCE N 88'59'18" W A DISTANCE OF 193.49 FEET TO A POINT; THENCE N 89'21'17" W A DISTANCE OF 85.00 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 23.42 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, A DELAWARE LIMITED LIABILITY COMPANY BY SUSAN STANLEY. DIVISION PRESIDENT ACKNOWLEDGMENT STATE OF IDAHO ) COUNTY OF ADA ,20 ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SAME IN SAID LIMITED 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 EXPI 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 111,1 $' I A PLS 11118 `O D417/77 OF W Toll Brothers AMERICA'S LUXURY HOME BUILDER® JOB NO. 18-35 ELA:n4?lutlons eying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 www.landsolutions.biz SHEET 3 OF 4 THE OAKS NORTH SUBDIVISION NO. 12 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. CENTRAL DISTRICT HEALTH, 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 L LA CLINTON W. HANSEN I a�'1 j 1 j 8 10 PLS 11118 NAZI T 27 P OF w - 'rollBrothers Ea:�4!!j�tlons AMERICA'S LUXURY HOME BUILDER• and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 4 OF 4