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HomeMy WebLinkAboutRevised Final Plat V2 (2)DVl APPROVED Ch,1E MW2z fIENIMBFA: rasz"z 0' 50' 100, 200' SCALE: 1" = 100' 1/4 26 25 N89'26'30"W 2647.83' CP&F INST. NO. 2019-115459 w z I N \ \ I\ ` 1 1 I UNPLATTED II N25'08'46"W I I 43.00'1 II N5'21'06"W 7.43' SEE LOT 1 BLOCK 1 DETAILS N24'r,209 W 21. N EXISTING ADA COUNTY ?5 HIGHWAY DISTRICT STORM DRAINAGE EASEMENT-INSTR. NO. 2021-148478 6N. eA NGj(�z w `. y�°o®�So `vii I g � � �`' O s.�`s• 5 I ©30,�\ y Gry6i Gti5 Y _ BLOCK 10. 2'--� 0v3.00= ' a � o N89-3(2�5'W-& g Ala m N 103.00_ rN89-32'35"W- 8 9 31 n t. <.,L4-103.00'_ N o N89'32'35"W - I ml Z 103.00- o N89'32'35"W o 3 �-1030.00- p N I o N8932'35'W o N 12 0 -103.00' Y I F-N89'32'35'W, �- 13 j _103.00' 1.5' L16 N89'32'35"W 163.0 L------ EXIT NEMENT INSTR. NO. � 2021-14B511 I I II II I I I I II I I I I I I J ICP&F INST. 4 WAMITY RD. NO. 2019-091627 GRAYCLIFF ESTATES SUBDIVISION NO. 1 LOCATED IN THE NW 1/4 OF THE SE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 25, T. 3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 N89'23'56"W 631.13' - - - J,00- SEE BLOCK 3 DETAIL, QisnN\ \ SSA. a 4• \ R. \ 2 jDF o0 9 0 �7)" SFF.i0��isl \/ i/t rnnrl! 3 �S 1/ o TEMPOR RY EASEMENT �\ N INSTR. NO. 2021-148511 U) 4, 03• F -T 1 )RE ESTATES SUBD. NO. 3 -F BILTMORE E'. 112, PGS 16460-16462 I BK 112, 1 TATES SUBD. NO. 3 GS 16460-16462 , W. HARRIS ST. - _ N89'23'56"W 493.18' - - - UNPLATTED CURVE TABLE CP&F INST. 1320.30' NO. ""'08 -CE 1/16 N89'29'05"W 25 30 1/4 c LINE TABLE a 0 I� CURVE M LENGTH RADIUS DELTA BEARING CHORD LINE III LENGTH DIRECTION C1 298.19' 359.00' 4735'29" S66'48'20"W 289.70' L1 25.00' S17'38'59"E C2 185.99' 741.00' 14'22'52" S5072'01"W 185.50' L2 5.14' S1738'59"E C3 29.55' 170.00' 957'39" N37'09'04"W 29.52' L3 38.00' S57'49'45"W C4 26.26' 230.00' 632'28" S3526'29"E 26.24' L4 38.00' S57'49'45"W C5 46.23' 70.00' 37'50'18" N1922'34"E 45.39' L5 20.72' N3210'15"W C6 258.33' 675.00' 21'55'41" N53'58'26"E 256.76' L6 21.21' N7770'15"W C7 217.64' 425.00' 2920'26" N57'40'48"E 215.27' L7 21.21' N12'49'45"E C8 204.84' 400.00' 2920'26" S57'40'48"W 202.60' L8 3.83' S57'49'45"W C9 219.07' 700.00' 17'55'53" N51'58'32"E 218.18' L9 22.40' N73'51'57"W C10 48.79' 700.00' 359'37" S62 56'17"W 48.78' L10 1.25' S65'04'53"W C11 100.13' 100.00' 57'22'20" S29'08'35"W 96.00' L11 18.00' N25'08'46"W C12 66.04' 100.00' 37'50'18" N70'37'26"W 64.85' L12 25.00' N25'08'46"W C13 61.81' 100.00' 35'2459" N33'59'48"W 60.83' L13 38.30' N3897'43"E C14 29.23' 100.00' 16'4444' N7'54'56"W 29.12' L14 21.21' N44'32'35"W C15 21.83' 130.00' 9'37'13" N37'47'02"W 21.80' L15 21.21' S4527'25"W C16 20.67' 130.00' 9'06'39" N47'08'58"W 20.65' Lib 30.00' N89'32'35"W C17 31.59' 130.00' 13'55'18" N58'39'56"W 31.51' L17 30.00' N89'32'35"W C18 40.24' 130.00' 17'44'03" N7429'37"W 40.08' L18 21.21' N6'42'17"W C19 14.03' 130.00' 610'57" N8627'07"W 14.02' L19 12.79' N3817'43"E C20 10.07' 70.00' 814'46" S4'34'49"W 10.07' L20 30.00' N51'42'17'W C21 60.02' 70.00' 49'07'34" S3375'58"W 58.20' L21 30.00' N51'42'17"W C22 63.24' 725.00' 4'59'51" N54'08'42"E 63.22' L22 21.21' N8317'43"E C23 109.28' 725.00' 8*38'12" N4779'41"E 109.18' L23 30.00' N8932'35"W C24 311.48' 375.00' 47'35'29" S66'48'20"W 302.61' L24 30.00' N8932'35"W C25 3.65' 130.00' 1'36'32" S5TO1'29"W 3.65' L25 21.13' S45'41'35"W C26 44.75 130.00 19'43 28 54621 29 W 44.53 L26 30.00' SO'55 44"W C27 45.28' 130.00' 19'57'28" S26'31'02"W 45.05' L27 30.00' SO'55'44"W C28 1 36.49' 1 130.00' 16'04'52" S8'29'52"W 36.37' L28 10.98' SO'55'44"W C29 10.96' 70.00' 858'06" N85'03'32"W 10.95' L29 22.15' S5922'07"E C30 35.27' 70.00' 28'5212" N66'08'23"W 34.90' L30 3.90' S5922'07"E C31 63.73' 70.00' 52'09'42" N25'37'26"W 61.55' L31 46.67' N89004'16"W C32 78.09' 741.00' 6'02'17" N54'22'19"E 78.05' L32 93.00' S3817'43"W C33 107.90' 741.00' 820'35" N4710'53"E 107.81' L33 65.91' N89'04'16"W C34 51.17' 359.00' 8'10'01° S86'31'03°W 51.13' L34 16.43' S51'42'17"E C35 50.04' 359.00' 759'11° S7826'27"W 50.00' L35 29.22' S321O'l5"E EXISTING ADA COUNTY HIGHWAY DISTRICT STORM DRAINAGE EASEMENT - INSTR. NO. 2021-148478 L36 16.00' N7'33'57"W L37 16.00' N15-33'08"W SURVEY NARRATIVE z in Q �o a a z NIA 3 Uj m O M I N N a m 25 30 36 31 CP&F INST. NO. 103052681 THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO. 3, INFORMATION FROM RECORD OF SURVEY NUMBERS 7547 AND 12018, 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. BOOK , PAGE LEGEND ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED O SET 1/2" REBAR WITH PLS 11118 PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP ❑ CALCULATED POINT - - - - SECTION LINE - - CENTER LINE - - - - - - - EASEMENT LINE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 9 ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT LINE PER INSTRUMENT NO. 2021-148510 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 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 IRRIGATIONORAINAGE 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; LOTS 1, 11 AND 16, BLOCK 2; LOTS 1, 2 AND 3, BLOCK 3 AND LOT 1, BLOCK 5 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. ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. 9- PORTIONS OF LOT 1, BLOCK 2 AND LOTS 1,2 3, 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 DRIVE IS PROHIBITED. 11- SEE RECORD OF SURVEY N0. 7547, 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 TO BE RECORDED IN ADA COUNTY. 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- LOT 3, BLOCK 3 IS SUBJECT TO A CROSS ACCESS EASEMENT AS SHOWN. THE RIGHTS, USES, AND CONDITIONS OF SAID EASEMENT ARE TO BE DEFINED IN THE CC&R DOCUMENTS RECORDED FOR GRAYCLIFF ESTATES. 15- THIS SUBDIVISION IS SUBJECT TO AN EXISTING WILLIAMS NORTHWEST PIPELINE 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 76 PIPELINE EASEMENT IS PROVIDED BY WAY OF W. HARRIS STREET. CLINTON W. HANSE a 1 1 PLS 11118 u�(1 2 OF ON W NP Lan ?lug+,.' rjSJ Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.la ndsolutions. biz SHEET 1 OF 3 JOB NO. 18-26 �IIE ID- APPROVED 01/2/22 GRAYCLIFF ESTATES SUBDIVISION NO. 1 CERTIFICATE OF OWNERS CERTIFICATE OF OWNERS (cont.) 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. 1; A PARCEL LOCATED IN THE NW % OF THE SE %AND THE SW Y4 OF THE NE '% 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 0"32'44" 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 SOUTHWESTERLY CORNER OF MERIDIAN HEIGHTS NO. 3 SUBDIVISION AS SHOWN IN BOOK 62 OF PLATS ON PAGES 6274 AND 6275, RECORDS OF ADA COUNTY, IDAHO, 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, AND THE NORTHEAST CORNER OF THE NW '% OF THE SE'Y4 OF SAID SECTION 25; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID NW % THE SE%AND SOUTHERLY BOUNDARY OF SAID BILTMORE SUBDIVISION NO. 3 N 89°23'56" W A DISTANCE OF 493.18 FEET TO THE POINT OF BEGINNING, THENCE LEAVING SAID BOUNDARY S 0"36'04" W A DISTANCE OF 16.00 FEET TO A POINT; THENCE N 89"23'56" W A DISTANCE OF 72.71 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 298.19 FEET ALONG THE ARC OF A 359.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 47"35'29" AND A LONG CHORD BEARING S 66°48'20" W A DISTANCE OF 289.70 FEET TO A POINT OF REVERSE CURVATURE; THENCE A DISTANCE OF 185.99 FEET ALONG THE ARC OF A 741.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 14°22'52" AND A LONG CHORD BEARING S 50°12'01" W A DISTANCE OF 185.50 FEET TO A POINT; THENCE S 51 °42'17" E A DISTANCE OF 246.17 FEET TO A POINT; THENCE S 38"17'43" W A DISTANCE OF 90.63 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 29.55 FEET ALONG THE ARC OF A 170.00 FOOT RADIUS NON -TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 9"57'39" AND A LONG CHORD BEARING N 37°09'04" W A DISTANCE OF 29.52 FEET TO A POINT OF TANGENCY; THENCE N 32"10'15" W A DISTANCE OF 45.10 FEET TO A POINT; THENCE S 57"49'45" W A DISTANCE OF 76.00 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 26.26 FEET ALONG THE ARC OF A 230.00 FOOT RADIUS NON -TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 6"32'28" AND A LONG CHORD BEARING S 35°26'29" E A DISTANCE OF 26.24 FEET TO A POINT; THENCE S 38°17'43" W A DISTANCE OF 98.89 FEET TO A POINT; THENCE S 51 °42'17" E A DISTANCE OF 564.36 FEET TO A POINT; THENCE S 0°55'44" W A DISTANCE OF 46.00 FEET TO A POINT; THENCE N 89°04'16" W A DISTANCE OF 37.57 FEET TO A POINT; THENCE S 0°55'44" W A DISTANCE OF 70.98 FEET TO A POINT; THENCE S 89°04'16" E A DISTANCE OF 5.36 FEET TO A POINT; THENCE S 0°55'44" W A DISTANCE OF 93.00 FEET TO A POINT; THENCE N 89°04'16" W A DISTANCE OF 51.78 FEET TO A POINT; THENCE N W27'25" E A DISTANCE OF 14.24 FEET TO A POINT; THENCE N 89"32'35" W A DISTANCE OF 60.00 FEET TO A POINT; THENCE N 0'27'25" E A DISTANCE OF 46.00 FEET TO A POINT; THENCE N 89°32'35" W A DISTANCE OF 186.00 FEET TO A POINT; THENCE N 0"27'25" E A DISTANCE OF 87.97 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 46.23 FEET ALONG THE ARC OF A 70.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 37°50'18" AND A LONG CHORD BEARING N 19°22'34" E A DISTANCE OF 45.39 FEET TO A POINT; THENCE N 51°42'17" W A DISTANCE OF 60.00 FEET TO A POINT; THENCE N 38"17'43" E A DISTANCE OF 27.99 FEET TO A POINT; THENCE N 89°32'35" W A DISTANCE OF 230.50 FEET TO A POINT; THENCE S 0°27'25" W A DISTANCE OF 10.61 FEET TO A POINT; THENCE N 89°32'35" W A DISTANCE OF 163.00 FEET TO A POINT; THENCE N 0°27'25" E A DISTANCE OF 421.61 FEET TO A POINT; THENCE N 57°49'45" E A DISTANCE OF 264.42 FEET TO A POINT; THENCE N 24"52'09" W A DISTANCE OF 21.11 FEET TO A POINT; THENCE N 5"21'06" W A DISTANCE OF 7.43 FEET TO A POINT; THENCE N 25°08'46" W A DISTANCE OF 43.00 FEET TO A POINT ON A CURVE; BOOK , PAGE THENCE A DISTANCE OF 258.33 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS NON -TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 21°55'41" AND A LONG CHORD BEARING N 53°58'26" E A DISTANCE OF 256.76 FEET TO A POINT OF REVERSE CURVATURE; THENCE A DISTANCE OF 217.64 FEET ALONG THE ARC OF A 425.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 29°20'26" AND A LONG CHORD BEARING N 57°40'48" E A DISTANCE OF 21527 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 3; THENCE ALONG SAID BOUNDARY S 17°38'59" E A DISTANCE OF 30.14 FEET TO THE SOUTHWESTERLY CORNER OF SAID BILTMORE ESTATES SUBDIVISION NO. 3, SAID POINT BEING ON THE NORTHERLY BOUNDARY OF THE NW % OF THE SE'Y4 OF SAID SECTION 25; THENCE ALONG SAID NORTHERLY BOUNDARY, ALSO BEING THE SOUTHERLY BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 3 S 89023'56" E A DISTANCE OF 196.37 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 7.78 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 h" DAY OF �itrttElmL1 q 20M KB HOME IDAHO nLLC, A D/ELAWWARE�LIMITED LIABILITY COMPANY BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC. ACKNOWLEDGMENT STATE OF IDAHO ) COUNTY OF ADA ON THIS ZyDAY OF A9-1, 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. SABRINA DURTSCHI COMMISSION #46893 NOTARY PUBLIC STATE OF IDAHO MY COMMISSION EXPIRES 0407/2024 CERTIFICATE OF SURVEYOR MY COMMISSION EXPIRES 4 - zi • 'L j R�ESSIIDIINGAATT NOTARY PUBLIC FOR THE STATE OF IDAHO 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. - ;�LLANO CLINTON W. HANSEN PLS 11118 LLa:n 1utions 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. 18-26 SHEET 2 OF 3 �IIE ID- APPROVED ov28122 GRAYCLIFF ESTATES SUBDIVISION NO. 1 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. ecks o,•zA•20'2-1 CENTRAL DISTRICT LTH, 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 26 DAY OF d c4-i✓�-; 20 ZI , 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 46 DAY OF dL 4.I..•— 20 Z 1 S A PRESID NT, ADA COUNTY HIGHWAY DISTRI N`•...!��`;� r-iCjVY0 bcjWu(f_S. U7aV),_D* fCC 0�04 BOOK , PAGE 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 Ln. CLINTON W. HANSE a 11118 PLS 11118 k _ -07h Al LLa:n ?1utions Landveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.la ndsolutions. biz JOB NO. 18-26 SHEET 3 OF 3