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HomeMy WebLinkAboutRevised Final Plat V129' E1Z,IDIANg•• APPROVED ChM. oanvzz FU NUMBFA:� CP&F NO. 2019-092669 14 35 36 35' W.C. 0' 30' 60' 120' PLS 10561 SCALE: 1" = 60' m I P3 TETHEROW CROSSING SUBDIVISION ILLEGIBLE LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F NO. w UNPLATTED w '� 2022 S 1/16 2D19-092670 N A / FOUND 5/8' REBAR, NO r CAP, 0.50' EAST. NO z N INST. EXISTING 20' 2-0WIDE LANDSCAPE EASEMENT INST. N0. 2022-031408 N RECORD FOUND. 274.59' BLOCK 1 ACCEPTED AS NORTHERLY N89'51'54"E I BOUNDARY UNE 55.00' 45.00' 40.00' 50.00' L1 L2 32.81' ALIGNMENT POSITION AND - _ ----�---- �------ n "f. 1234 If <,rO� RESET MONUMENT ON WESTERLY BOUNDARY. O® O O ? o\0 1 \ __ IZ I UNPLATTED SEE NOTE 9 UNPLATTED 5 moo. m <➢ - ���y\�" o, 5829 If 0 4777 If 04142 If c 4677 If z N\\\�h 1039 s/<\ `r w woo0 v r z z v BLOCKI t_ J PLS 7729 I'" G2� C22 2 55.09' 26.43' c1s -Iczo ^ENE St,�v ° c24 81_53' C4 J N89'45'26•W 1� 30 Z o WOODBURN WEST SUB. NO. 2 77.67' !�� I / ® 'o 04664 sf r N BOOK 111, PAGES 16040-16044 4J61 If0 3855 sf O • cm a SEE NOTE 9 23.5' 123.5' > 4198 If N w rn N894237 W c ,, o \ --100.00'-----r 'a v, 4000 sf 6Qfi �\\` 100.00'-----10 I 735206E 12 0\\ g / �4202,, ) F--- N89'42'37"W---I ,W N 9g83' a 40000 If v N �, -„^, 182 Z p6 SEE NOTE 9 N73,5z D6'E� Z / BLOCK 6 10'L --- I v JJ457 If Y 100.00'--- vor m Qi T N88'43'02"W 84.00' 42.00' 42.00' r - 4000 si to I L31 j--61.90' 5� w T-�N89'42'37°W --1 v~i Im ao o °ao o `ao N o4100 If r o 4100 If oo PLS 7729 <l 4000 If S S81' -100.00'--- Z 0l'42"E 125.46' ti F--- N89'42'37"W--_T z °D ooi © oo 71.50' 42.00' 1SI 40.53' C18 20' W.C. - a 4000 sf < O/) 100.00' N FOUND 1/2", PLS 5292 w r__-NB9'42'37"W - - -I - - - _ _ S88'.iS02"E _ _ V1� ------N89'57'32"W---7 REPLACED o' 0 1n 198.94' N W. HOMES -TAKE ST. 's\ 4364 sf a T^ �� 4000 If BLOCK 3I a e `-----103.05'----- o----100.00' -- �,�� 76.56' 76.47' z r---N89'42'37"W- / - 0 - {1 w� - O 0/ S1----N89'57'32"W---7 cn ' c �' ® o0 23.5' 23.5' of 4000 sf a� 1048 I�� a07O7 If a 61 4000 If �•- 5898.75?^E-- L_--S88'43'02"E- --lo 100.00'e - - �� I - - F -- N89'42'37"W--_T _ 0 98.97 0' N895732 W CD 4003 If 4000 s/ of o 'v N 400E If a a000 s/ < °? L- S88'43'02"E1--J io'�_- J t y'to co i� S88'43'02"E--- �-100.00'- fn� -98.9T--- =�,10' T-- N89'ST32°W 1 -- I 3 _ o' 10 o a h O N N 4008 If ® Z o n 10 0 o io0 o f -- I` I p'If_ ao)0 sl z LBLOCK 5 O I BLOCK 6 4000 If a h ---- S88-43'02"E---J S88'43'02"E� 3 o " �; - ooO- - c r-N89'5T32°W- 1 v) 99.10----- rn �, or---N89'42O'37"W--moo' ® i � 7 � N po o, 11 ,o � O a _-_ J J O o 11 _ o I 4017 If o 4000 s/ a a� 40oos/ 98.9T---- UNPLATTED --100.00'--�- I S88'4302 E--- L---S88'43b2"E-- I 100.00'----1 3 - - N I N f N89'5T32"W- r rN89'42'37"W of O a0 w o iTn 12 4)sa s/ M © 23.5' 23.5' 12 O N8942'37"W4041 s104.83'� o c'�\ - - -t �L --- 4/lr s/ - /� , + 4620 If I o 76.86' 81.95 J I d - -- ---• w I 83.42' o s7o s/ 13 0 N88'43'02"W 116.04' n S88'43'02'E S8843'02"E 4 31914 4 S/ SEE NOTE 16 Cj 199 85' - - - - LINE TABLE LINE # LENGTH DIRECTION L1 25.01' N89'51'54"E L2 25.01' N89'51'54"E L3 31.52' N2111'34"E L4 31.22' S623434"E L5 33.55' S20'08'11"E L6 23.50' S14'45'42"E L7 23.50' S14'45'42"E L8 8.83' N30'31'09"E L9 23.52' N30'31'09"E L10 31.56' S4444'02"E 1_11 23.50' N017'23"E L12 23.50' N017'23"E LINE TABLE LINE # LENGTH DIRECTION L13 31.12' S4412'50"E L14 30.84' N4547'10"E L15 22.53' N52'20'08"E L16 9.98' N2912'28"E L17 23.82' N45'39'43"E L18 23.77' S4414'26"E L19 23.56' N4419'22"E L20 23.79' S44'20'17"E L21 21.43' N46'52'27"E L22 9.60' SO'02'28"W L23 10.63' NO'02'28"E L24 23.64' S49'20'55"E LINE TABLE LINE # LENGTH DIRECTION L25 17.55' N7TO7'15"W L26 20.29' S8652'48"W L27 5.80' S1'20'13"W L28 1.94' N116'49"E L29 23.51' SO'02'28"W L30 23.51' SO'02'28"W L31 32.93' S8942'37"E L32 34.63' S20'08'11"E L33 10.36 N116'58"E L34 4.13' N69'51'49"E L35 13.43' N2111'34"E CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 47.88' 300.00' 9'08'37" S70'39'59"W 47.83' C2 24.23' 300.00' 437'39" S63'46'51"W 24.22' C3 108.56' 300.00' 20'44'00" N71'50'02'E 107.97' C4 42.11' 300.00' 8'02'32" N8613'18"E 42.07' C5 72.24' 46.50' BWOO'25" S4412'50"E 65.19' C6 72.03' 46.50' 88'45'30" N44'20'17"W 65.04' C7 9.80, 23.00' 24'24'38" N121446"E 9.72' C8 9.19, 23.00' 2253'42" S11'24'23"E 9.13' C9 26.16' 70.00' 21'24'52" S10'25'03°E 26.01' C10 22.15' 70.00' 18'08'03" S3011'31"E 22.06' C11 25.95' 70.00' 2114'24" S49'52'44"E 25.80' C12 34.48' 70.00' 2813'06" S74'36'30"E 34.13' C13 35.73' 23.00' 89'00'25" S4412'50"E 32.24' C14 35.63' 23.00' 88'45'30" N44'20'17"W 32.17' C15 20.74' 70.00' 16'58'38" N8'26'51"W 20.67' C16 30.33' 70.00' 24'49'43" N29'21'02"W 30.10' C17 55.90' 70.00' 45'45'04" S64'38'25"E 54.42' C18 1.47' 70.00' 112'06" N88'07'00"W 1.47' C19 18.59' 276.50' 3'51'07" N8819'01"E 18.59' C20 40.43' 276.50' 8'22'43" N8212'06"E 40.40' C21 52.56' 276.50' 10'53'26" S72'34'02"W 52.48' C22 10.38' 276.50' 2'09'00" N66'02'48"E 10.38' C23 5.47' 323.50' 0'58'09" S74'45'14"W 5.47' C24 25.04' 276.50' 511'22" S7238'37"W 25.03' C25 41.41' 276.50' 834'54" S6545'29"W 41.38' C26 1.28' 323.50' 013'36" S61'34'50"W 1.28' C27 42.70' 323.50' 7'33'48" S65'28'32"W 42.67' C28 35.85' 323.50' 6-20'58" S72'25-55"W 35.83' BOOK LEGEND , PAGE ® FOUND ALUMINUM CAP MONUMENT Q FOUND BRASS CAP MONUMENT ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 O PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP ❑ CALCULATED POINT, NOT SET ---- SECTION LINE - - CENTER LINE PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 AND 2 ------------- OTHER EASEMENT LINE AS NOTED ..............................• SURVEY TIE LINE SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE 18 LOT NUMBER NOTES 1- UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) 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, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND 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 RE -SUBDIVISION. 4- IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE NAMPA & MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID 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, 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-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT, WHICH STATES: 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 NONAGRICULTURAL 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. 8- LOT 1, BLOCK 1; LOT 1, BLOCK 2; LOTS 1, 13,14 AND 23, BLOCK 3; LOT 1, BLOCK 4 AND LOT 1, BLOCK 6 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE TETHEROW CROSSING SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS, AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENTS. 9- LOT 1, BLOCK 3 AND PORTIONS OF LOT 1, BLOCK 2, LOT 2, BLOCK 3 AND LOT 1, BLOCK 6 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ACHD 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 NO. 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 ACHD PURSUANT TO SECTION 4G-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 10- DIRECT LOT OR PARCEL ACCESS TO W. USTICK ROAD IS PROHIBITED. 11- SEE RECORD OF SURVEY NO. 12537, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF RECORD. 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR TETHEROW CROSSING SUBDIVISION, TO BE FILED IN THE OFFICE OF THE RECORDER, ADA COUNTY, IDAHO. 13- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. , RECORDS OF ADA COUNTY, IDAHO. 14- LOT 14 OF BLOCK 3 IS DESIGNATED AS A SHARED DRIVEWAY/COMMON LOT SUBJECT TO A BLANKET INGRESS/EGRESS EASEMENT FOR THE BENEFIT OF ADJOINING LOTS 15,16 AND 17 OF BLOCK 3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FOR THIS DEVELOPMENT. 15- LOTS 2 THROUGH 5, BLOCK 2, SHALL BE LIMITED TO SINGLE -STORY HOMES PER THE CITY OF MERIDIAN CONDITIONS OF APPROVAL. 16- LOT 14, BLOCK 3 IS SUBJECT TO A CITY OF MERIDIAN WATER MAIN EASEMENT RECORDED AS INSTRUMENT NO. - , RECORDS OF ADA COUNTY, IDAHO. c .LA LA NO r+ N8843'02°W 131.03' 1 ^,° �_ ? _3.23 W. SANTIAGO ST. 123.53 r 33.95' -- � o I �'\° 36.56' \ I J SURVEYOR'S NARRATIVE o CLINTON W. HANSEN 1 1I1 8 0 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO a 4.7.01' _ r- - 1 15 _42.01'_ - -- , 16 42.01'_ , 41.01' �0� - -_ T T'� 41.01' ___ _41.01' - -_ , 2 47.01' r ip 17 O 18 O 19 20 O 21 22 O T O� CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF PLS 11118 11�20 = o' 5, w 23.5' 23.5' 5 _ i �l WOODBURN WEST SUBDIVISION NO. 1, WOODBURN WEST SUBDIVISION NO. 2, , INFORMATION '9p OP Cv FROM RECORD OF SURVEY NUMBERS 6280, 6931, 7494, 7720, 8705, 8824, 11964, 12537, AND �iyF 0 4713 s/ N pi o o 4701 s/ N o o 4701 s7 iv o N o 4229 s/ - N ,`"n N O 4121 If iV °D '� O 4121 If cl '� 4121 am v> N o, a0 I- 2 c� 0 �5 CURRENT DEEDS OF RECORD. WARRANTY DEED INSTRUMENT NO. 8407863 HAS A MISCLOSURE O NP p O O O po po o po o po O If n, o p 4B29 Sf N o „'H, P �' S051 If o 00 4725 If o IN THE LEGAL DESCRIPTION OF APPROXIMATELY 25 FEET. IT IS BELIEVED TO HAVE ORIGINATED N W' z z z z z z z O m o N z o WITH PREVIOUS DEEDS AND LEGAL DESCRIPTIONS AND, BASED ON THE ANALYSIS OF THE BLOCKS 3 10' 10'I_ �5. yl1 p ADJACENT RECORD OF SURVEYS, ORIGINATED FROM DISCREPANCIES WITH THE WRITTEN POINT OF �__ 1+ 5 I BLOCK 14 DOCUMENTS AND THE PHYSICAL LOCATION OF A CALLED -TO LIVE IRRIGATION DITCH. RECORD OF BEGINNING 47.45' __ -__J 42.01' l____J 42.01' J 41.01' J 41.01' ___J 41.01' _____J 41.01' - / '� n �^ J �y� - S88'43'02"E _ h � SURVEY NO. 6280 ALSO NOTES THAT THERE HAD BEEN A 25 FOOT EASEMENT CROSSING Land ®lations 34.96' 35.06' ^ o ADJOINING PARCELS THAT HAD BEEN ERRONEOUSLY TREATED AS OWNERSHIP, AND DUE TO THE S88'43'02"E .p 70' 330.47' 3 J943 If __-_ ---- 47,01' '-82.07' - w 5' 41.99' --`n 1 1 FACT IT ORIGINATED FROM THE SENIOR PARCELS IT WAS CORRECTED TO THEN BE TREATED AND SHOWN AS AN EASEMENT TO REFLECT THE INTENT THE SURVEYED MONUMENTATION w: ._ N88'43'02"W 493.18' 1193sf w: FOUNDFORTHESURROUNDINGSUBDIVISIONSANDCONTROLLINGBOUNDARIESFITTHE Land Surveying and Consulting -`�' o ACHD RIGHT-OF-WAY PER ACHD SLOPE EASEMENT"`mom:- CORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS PROPERTYAS I ^ o , • o ACHD SLOPE EASEMENT, RE ao • o o[ � INST. N0. 2015-081465 INST. N0. 2015-081466 ia: o INST. SHOWN HEREON. 231 E. STH ST., STE. A o;� CP&F NO. CP&F NO. MERIDIAN, ID 83642 35 36 665_63_ z: z 2017-120067 2017-120066 (208) 288-2040 fax (208) 288-2557 C] - - _ _ _ 369.86' 1331.09' W Ww.land fax ( 08) 2z 2 1 W. US11CK RD. - - - - - - - S88.43'o2"E 2662.34' -- - 123_53- - ter-- - 172.23_ _ JI _ 36 1/4 CP&F N0. BASIS OF BEARING IY1�- 109109699 W 1116 1 JOB N0. 20-43 SHEET 1 OF 3 APPROVED _. •,vna:a��s TETHEROW CROSSING SUBDIVISION 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 TETHEROW CROSSING SUBDIVISION; A PARCEL, PREVIOUSLY DESCRIBED IN WARRANTY DEED INSTRUMENT NO. 8407863, RECORDS OF ADA COUNTY, IDAHO, BEING LOCATED IN THE SW % OF THE SW % OF SECTION 36, 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 36, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW % OF SAID SECTION 36 BEARS S 88°43'02" E A DISTANCE OF 2662.34 FEET; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SW %S 88"43'02" E A DISTANCE OF 665.63 FEET TO A POINT; THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0°17'23" E A DISTANCE OF 48.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF W. USTICK ROAD AS SHOWN IN INSTRUMENT NO. 2015-081465, RECORDS OF ADA COUNTY, IDAHO, AND THE POINT OF BEGINNING; THENCE CONTINUING N 0°17'23" E ALONG THE WESTERLY BOUNDARY OF SAID WARRANTY DEED PARCEL A DISTANCE OF 787.24 FEET TO A POINT MARKING THE NORTHWEST CORNER OF SAID PARCEL; THENCE N 89°51'54" E ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL A DISTANCE OF 274.59 FEET (FORMERLY 250.00 FEET) TO A POINT MARKING THE NORTHEASTERLY CORNER OF SAID PARCEL ON THE WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 AS SHOWN IN BOOK 111 OF PLATS ON PAGES 16040 THROUGH 16044, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 THE FOLLOWING DESCRIBED COURSES; THENCE S 14°45'42" E ALONG THE EASTERLY BOUNDARY OF SAID PARCEL A DISTANCE OF 356.68 FEET TO A POINT; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY S 81°01'42" E A DISTANCE OF 125.46 FEET TO A POINT; THENCE LEAVING SAID WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 AND CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID PARCEL S 0"02'28" W A DISTANCE OF 434.45 FEET TO A POINT ON SAID NORTHERLY RIGHT-OF-WAY OF W. USTICK ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY N 88°43'02" W A DISTANCE OF 493.18 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 7.58 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 , 204 HHIF V LLC, AN OREGON LIMITED LIABILITY COMPANY BY 7:Yf4ay bo,a(Ih auOwized Silnef- ACKNOWLEDGMENT STATE OF OflgVI COUNTY OF peSG mft tf � S.S. BOOK , PAGE ON THIS � DAY OF 1' twYA 202-Z , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEAREDSW-f! j L AAl ►1 , KNOWN OR PRESENTED TO ME TO BE APERSON WHO EXECUTED TA OREGON LIMITED LIABILITY COMPANY, THE Z FMI�! G "CWEATE OF OWNERS" AND ACKNOWLEDGED TO ME 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. MY COMMISSION EXPIRES 7AItiNp.-ry ( IO f 2024 OFFICIAL STAMP SHANNON REINHARDT NOTARYPUBLIC-ORE43ON RESIDING AT 012— COMMISSION NO. MY CA OMISSION EXPIRES JANUARY 16.2024 NOTAR PUBLIC FOR THE STATE OF49AHO 02E&ON 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. LA ND CLINTON W. HANSEN : J 8 PLS 11118 V•� D(o 11 I1b 2� Lan olutions 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. 20-43 SHEET 2 OF 3 �E IDR IAN,- APPROVED WE, 0412522 FILE NUMBER: rrsx TETHEROW CROSSING SUBDIVISION 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. m+n.. Eu' • COUNTY SK•. CENTRAL DISTRICT HEAL , 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 BOOK , PAGE 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 LA ND CLINTON W. HANSEN a ill 8 PLS 11118 u'�NO(p1b121; 2F 011- T�N L.aniutions 4Sur?v eyingg and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions. biz JOB NO. 20-43 SHEET 3 OF 3