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HomeMy WebLinkAboutFinal Plat V1 (2)GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK ,PAGE CP&F INST. NO. 2019-115459 26 25 2647.83' 1/4 N8_9-26'30"W c C 1/4 I� 0 z l/S co � o \M W 5 � \A F' 27 w 00 N O z 21 UNPLATTED LOCATED IN THE SE 1/4, AND THE NE 1/4 OF THE SW 1/4 OF SECTION 25, T. 3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2022 POINT OF y S89'23'56"E 554.79' BEGINNING \ 143.56' F��sl 411.23' / — — — \ \ p0FliNF4air YS�s y G1 32904 sl 0 \ sFF'N SF'I,XYFsl 2jO � '% \ �TF NT s6 :> 7J606 s/ \ \ \ I * UNPLATTED BLOCK 7 \ AV =t-EXISTING SUNDELL LATERAL EASEMENT - SEE NOTE 16 SEE NOTE 9 BLOCK 1 4 z� C l8 46 E 43.00 \ SEE CONTINUATION -THIS SHEET NOTES BILTMORE ESTATES SUED. N0. 3 BK 112, PGS 16460-16462 W. HARRIS ST. CP&F INST. ACE 1/i6 N0. 9149708 S89'23'56"E 765.89' _ 25 30 N89'29'05°W 1320.30' 1/4 p O I� z i m a (/j O M N � N N I m 25 30 36 31 CP&F INST. NO. 103052681 0' 50' 100' 200' SCALE: 1" = 100' SEE SHEET 2 OF 4 FOR LINE AND CURVE DATA 1-UNLESS OTHERWISE DESIGNATED OR DIMENSIONED, THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES 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, GRAYCLIFF ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE 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 THE BOISE-KUNA 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 22-0503, 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 16, BLOCK 1; LOTS 6, 14, 20 AND 33, BLOCK 5 AND LOT 8, BLOCK 6 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE GRAYCLIFF ESTATES HOMEOWNERS ASSOCIATION INC., OR ITS ASSIGNS, AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE, AND PRESSURE IRRIGATION EASEMENTS. LOT 1, BLOCK 2 IS RESERVED FOR A CITY OF MERIDIAN WELL LOT. LOT 2, BLOCK 2 IS RESERVED FOR A CITY OF MERIDIAN PARK. ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. 9- PORTIONS OF LOT 16, BLOCK 1, LOTS 28 THROUGH 31, BLOCK 5, AND LOTS 13 THROUGH 16, 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 40-2302 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. HARRIS STREET AND S. OAKBRIAR WAY IS PROHIBITED. 11-SEE RECORD OF SURVEY NO. 12018, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF RECORD. 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR GRAYCLIFF ESTATES SUBDIVISION RECORDED AS INSTRUMENT NO. ,RECORDS OF ADA COUNTY, IDAHO AND AS SUCH MAY BE SUBSEQUENTLY AMENDED. 13-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 2021-152867, RECORDS OF ADA COUNTY, IDAHO. 14- LOTS 14 AND 20, BLOCK 5 ARE SUBJECT TO BLANKET CROSS ACCESS EASEMENTS FOR DRIVEWAY ACCESS TO ADJACENT LOTS 11-13 AND 21-23 OF BLOCK 5. THE RIGHTS, USES, AND CONDITIONS OF SAID EASEMENTS ARE TO BE DEFINED IN THE CC&R DOCUMENTS FOR GRAYCLIFF ESTATES SUBDIVISION. 15-THIS SUBDIVISION IS SUBJECT TO AN EXISTING WILLIAMS NORTHWEST PIPELINE CORP. EASEMENT AS SHOWN, RESERVED BY RIGHT-OF-WAY CONTRACT INSTRUMENT NO. 381912. THE LOCATION OF SAID EASEMENT IS SHOWN BASED UPON FLAGGING SET IN THE FIELD BY WILLIAMS NORTHWEST PIPELINE REPRESENTATIVE AT THE APPROXIMATE MAINLINE LOCATION. THE 75' WIDTH SHOWN IS BASED UPON SURROUNDING SUBSEQUENT DEED RIGHT-OF-WAY RESERVATIONS AND CONFIRMATION BY WILLIAMS PIPELINE REPRESENTATIVE SETH BANDURRAGA, BEING 20' SOUTHERLY OF AND 55' NORTHERLY OF THE MAIN LINE. ACCESS TO MAINTAIN THE 75' PIPELINE EASEMENT IS PROVIDED BY WAY OF W. HARRIS STREET. 16-THIS PROPERTY IS SUBJECT TO THE RELOCATION AGREEMENT AND CONFIRMATION DEED, CONTRACT NO. 8-07-11-13978, WITH THE UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION, DATED DECEMBER 31, 2018, AND ENTERED INTO BY AND BETWEEN THE UNITED STATES OF AMERICA, STAR DEVELOPMENT, INC., AND VICTORIA ANN LAIDLAW. THE AGREEMENT RELOCATES A PORTION OF THE EASEMENT FOR THE SUNDELL LATERAL TO THE AREA AS SHOWN NEAR THE WESTERLY BOUNDARY OF THE SUBJECT PROPERTY. LEGEND ® FOUND ALUMINUM CAP MONUMENT O 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 — — — — SECTION LINE CENTER LINE PUBLIC UTILITY, PRESSURE IRRIGATION & LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 & 2 ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 9 ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT LINE PER INSTRUMENT NO. - OTHER EASEMENT LINE AS NOTED SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE 18 LOT NUMBER SURVEY NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 1, BILTMORE ESTATES SUBDIVISION NO. 3, INFORMATION FROM RECORD OF SURVEY NUMBERS 7547, 12018 AND 12859, 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. SEE CONTINUATION -THIS SHEET I I^I pl N� 25 1/4 W. AMITY RD. 36 CP&F INST. N0. 2019-091627 CLINTON W. HANSEN PLS 11118 Lin ?fUtiorls Land veying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.hiz JOB NO. 21-29 SHEET 1 OF 4 GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK_, PAGE LINE TABLE LINE # LENGTH DIRECTION L1 25.00' S25'08'29"E L2 18.00' S25'09'1I"E L3 27.06' N89'35'02"W L4 21.99' N431 9'23"E L5 23.33' S44'32'35"E L6 23.33' N45'27'25"E L7 25.00' S89'32'35"E L8 10.00' S89'32'35"E L9 25.00' S8932'35"E L10 8.00' NO'27'25"E L11 23.33' S4432'35"E L12 23.33' N45'27'25"E L13 30.00' S8932'35"E L14 30.00' S89'32'35"E L15 30.00' S51'42'17"E L16 30.00' S51'42'17"E L17 186.00' S89'32'35"E L18 186.00' S89'32'35"E L19 186.00' S89'32'35"E L20 15.00' SO'27'25"W L21 87.34' SO'55'44"W L22 41.34' SO'55'44"W L23 46.00' SO'55'44"W L24 57.11' SO'55'44"W L25 87.96' SO'55'44"W L26 60.57' SO'55'44"W L27 25.00' S89'32'35"E L28 25.00' S89'32'35"E L29 18.17' S6'14'03"E L30 73.00' N83'45'57"E L31 21.56' N614'03"W CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 144.78' 425.00' 19'31'08" S52'46'09"W 144.08' C2 258.33' 675.00' 21'55'41" S53'58'26"W 256.7W C3 46.23' 70.00' 37'50'18" S19'22'34"W 45.39' C4 56.06' 675.00' 4'45'29" N88'02'13"E 56.04' C5 290.33' 700.00' 23'45'51" N76'49'02"E 288.26' C6 20.97' 700.00' 1'43'01" N89'33'28"E 20.97' C7 93.75' 60.00' 89'31'42" S44'18'25"E 84.50' C8 94.74' 60.00' 90'28'18" N45'41'35"E 85.20' C9 66.04' 100.00' 37'50'18" S19'22'34"W 64.85' C10 113.64' 675.00' 9'38'45" N47'49'58"E 113,50' C11 388.80' 675.00' 33'00'08" N69'09'25"E 383.44' C12 258,96' 725.00' 20'27'56" N75'21'49"E 257.59' C13 46.88' 30.00' 89'31'42" S44'18'25"E 42.25' C14 47.37' 30.00' 90*28'18" N45'41'35"E 42.60' C15 9.86' 130.00' 4'20'49" S2'37'50"W 9.86' C16 47.87' 130.00' 21'05'52" S15*21'11"W 47.60' C17 28.12' 130.00' 12'23'36" S32'05'55"W 28.06' C18 37.61' 90.00' 23'56'26" N12'25'38"E 37.33' C19 5.17' 90.00' T17'24" N26'02'33"E 5.17' C20 39.71' 90.00' 257 6'47" N40'19'39"E 39.39' C21 50.25' 90.00' 31'59'27" N68'57'46"E 49.60' C22 9.38' 90.00' 5'58'15" N87'56'36"E 9.37' C23 2.63' 90.00' 1'40'37" S88'13'58"E 2.6S C24 53.22' 90.00' 33'52'54" S70'27'12"E 52.45' C25 37.20' 90.00' 23'40'51" S41'40'20"E 36.93' C26 4.62' 90.00' 2'56'21" S28'21'44"E 4.62' C27 42.96' 90.00' 27'20'59" S13'13'04"E 42.55' C28 20.23' 725.00' 1'35'55" N84'47'50"E 20.23' C29 73.11' 725.00' 5'46'40" N81'06'32"E 73.08' LA CLINTON W. HANSEN PLS 11118 Lary ''®ludo s Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz GRAYCLIFF ESTATES SUBDIVISION NO. 2 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 GRAYCLIFF ESTATES SUBDIVISION NO. 2; A PARCEL LOCATED IN THE SE'/4, AND THE NE'/4 OF THE SW'/4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF THE SE % (E %CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 25 BEARS S 0032'44" W A DISTANCE OF 2664.85 FEET; THENCE N 89°29'05" W ALONG THE NORTHERLY BOUNDARY OF SAID SE % A DISTANCE OF 1320.30 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING THE NORTHEAST CORNER OF THE NW % OF THE SE % OF SAID SECTION 25, ALSO BEING THE SOUTHEASTERLY CORNER OF BILTMORE ESTATES SUBDIVISION NO. 3 AS SHOWN IN BOOK 112 OF PLATS ON PAGES 16460 THROUGH 16462, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID NW/4 OF THE SE'/4, BEING PARTIALLY ALONG THE SOUTHERLY BOUNDARY OF SAID BILTMORE SUBDIVISION NO. 3 N 89°23'56" W A DISTANCE OF 765.89 FEET TO A POINT ON A CURVE ON THE NORTHERLY BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 122 OF PLATS ON PAGES 19267 THROUGH 19269, RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING; THENCE ALONG THE NORTHERLY AND WESTERLY BOUNDARY OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: THENCE LEAVING SAID BOUNDARY A DISTANCE OF 144.78 FEET ALONG THE ARC OF A 425.00 FOOT RADIUS NON -TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 19°31'08" AND A LONG CHORD BEARING S 52°46'09" W A DISTANCE OF 144.08 FEET TO A POINT OF REVERSE CURVATURE; THENCE A DISTANCE OF 258.33 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 21 °55'41" AND A LONG CHORD BEARING S 53°58'26" W A DISTANCE OF 256.76 FEET TO A POINT; THENCE S 25°08'46" E A DISTANCE OF 43.00 FEET TO A POINT; THENCE S 5°21'06" E A DISTANCE OF 7.43 FEET TO A POINT; THENCE S 24°52'09" E A DISTANCE OF 21.11 FEET TO A POINT; THENCE S 57°49'45" W A DISTANCE OF 264.42 FEET TO A POINT; THENCE S W27'25" W A DISTANCE OF 421.61 FEET TO A POINT; THENCE S 89°32'35" E A DISTANCE OF 163.00 FEET TO A POINT; THENCE N 0°27'25" E A DISTANCE OF 10.61 FEET TO A POINT; THENCE S 89°32'35" E A DISTANCE OF 230.50 FEET TO A POINT; THENCE S 38°17'43" W A DISTANCE OF 27.99 FEET TO A POINT; THENCE S 51 °42'17" E A DISTANCE OF 60.00 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 46.23 FEET ALONG THE ARC OF A 70.00 FOOT RADIUS NON -TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 375018" AND A LONG CHORD BEARING S 19°22'34" W A DISTANCE OF 45.39 FEET TO A POINT OF TANGENCY; THENCE S W27'25" W A DISTANCE OF 87.97 FEET TO A POINT; THENCE S 89°32'35" E A DISTANCE OF 93.00 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY S W27'25" W A DISTANCE OF 550.99 FEET TO A POINT; THENCE N 89°04'16" W A DISTANCE OF 542.02 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE /4; THENCE ALONG SAID BOUNDARY N 0027'25" E A DISTANCE OF 545.74 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY N 89032'35" W A DISTANCE OF 60.00 FEET TO A POINT; THENCE N 0°27'25" E A DISTANCE OF 678.58 FEET TO A POINT; THENCE N 44028'15" W A DISTANCE OF 21.16 FEET TO A POINT; THENCE N 89035'02" W A DISTANCE OF 8.08 FEET TO A POINT; THENCE N 0°24'58" E A DISTANCE OF 50.00 FEET TO A POINT; THENCE S 89°35'02" E A DISTANCE OF 27.06 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 56.06 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 4°45'29" AND A LONG CHORD BEARING N 88002'13" E A DISTANCE OF 56.04 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE'/4; THENCE ALONG SAID BOUNDARY N 0°27'25" E A DISTANCE OF 305.63 FEET TO THE NORTHWEST CORNER OF SAID SE %; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SE % S 89023'56" E A DISTANCE OF 554.79 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 13.26 ACRES, MORE OR LESS. CERTIFICATE OF OWNERS (cont. 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. IIIRVAII01*&IST laA1.4*0ATi9Qa_\9Q:111:1m111C*b9nori111:Aa_1►10i1.,1by-W&M9 KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC 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 THOMAS COLEMAN, KNOWN TO ME TO BE THE PRESIDENT OF KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE 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. ILIFAMAGI*LTA 1LYA1619Is] ►I*A:]1 1=K 1:1161101RDW_\1 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. NA LA NO CLINTON W. HANSE11 PLS 11118 _`'�a01 0 W. Ni Lan Volutions 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. 21-29 SHEET 3 OF 4 GRAYCLIFF ESTATES SUBDIVISION NO. 2 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 LA NO CLINTON W. HANSE 11,118 z PLS11118 _N,O1ZZ� OF 0/V W. NP Lan ?Iub"Ons Landveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-29 SHEET 4 OF 4