HomeMy WebLinkAboutSiganture Sheet Adero Park 2-SHEET 5 ADERO PARK SUBDIVISION NO. 2 BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE REAL PROPERTY THENCE S.25003'31"W.,45.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION THENCE S. 57040'40"W.,23.81 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE
PLAT TO THE RIGHT;
THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC
WATER FROM THE CITY OF MERIDIAN,IDAHO MUNICIPAL WATER SYSTEM,INCORPORATED AND THAT THENCE 39.13 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 271.89 FEET, THROUGH A
THE CITY OF MERIDIAN,IDAHO,HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS CENTRAL ANGLE OF 08014'43,SUBTENDED BY A CHORD BEARING S. 11 048'37"W.,39.09 FEET TO A
SUBDIVISION. (I.C. 50-1334)
5/8"REBAR/CAP PLS 11574;
THE OWNERS FURTHER CERTIFY, THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, THENCE S. 605533"W., 114.88 FEET TO A 5/8"REBAR/CAP PLS 11574;
PER SECTION 67-6537,IDAHO CODE,AND THAT THEY ARE IN COMPLIANCE WITH SECTION 31-3805, THENCE S. 0021'17"W., 166.03 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE
IDAHO CODE. TO THE RIGHT;
THE EASEMENTS AND PRIVATE ROADS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC,
BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY THENCE 209.93 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 200.00 FEET, THROUGH A
OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN CENTRAL ANGLE OF 6000828",SUBTENDED BY A CHORD BEARING S. 30°25'31"W.,200.43 FEET TO A
THE LINES OF SAID EASEMENTS. 5/8"REBAR/CAP PLS 11574; ACKNOWLEDGMENT
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. THENCE S. 60030'04"W.,59.76 FEET TO A 5/8"REBAR/CAP PLS 11574;
STATE OF IDAHO
BASIS OF BEARINGS IS S. 89021'10-E.,BETWEEN A FOUND ALUMINUM CAP MARKING THE C114 THENCE S. 43030'11"W.,23.97 FEET TO A 5/8"REBAR/CAP PLS 11118 ON THE EASTERLY RIGHT OF SS
CORNER OF SECTION 27 AND A FOUND ALUMINUM CAP MARKING THE E114 OF SECTION 27, T. 4 N.,R. WAY OF N. VICENZA WAY; COUNTY OF ADA
1 W., B.M.
THENCE S. 6002945"W.,62.00 FEET TO A 5/8"REBAR/CAP PLS 17216 TO THE WESTERLY RIGHT OF
A PARCEL OF LAND LOCATED IN THE SE114 OF SECTION 27, TOWNSHIP 4 NORTH,RANGE 1 WEST, WAY OF SAID N. VICENZA WAY; ON THIS_DAY OF 2026,BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE,
BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY,IDAHO,MORE PARTICULARLY DESCRIBED AS PERSONALLY APPEARED JIM CONGER,KNOWN OR IDENTIFIED TO ME TO BE A MANAGER OF F111, LLC. AN IDAHO LIMITED
FOLLOWS: THENCE N. 73014'30"W., 16.61 FEET TO A 5/8"REBAR/CAP PLS 11574; LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY,AND ACKNOWLEDGED
TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
COMMENCING AT AN ALUMINUM CAP PLS 10729 MARKING THE C114 CORNER OF SAID SECTION 27; THENCE N. 29030'15"W., 63.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
IN WITNESS WHEREOF,I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE
THENCE S. 89°21'10"E., COINCIDENT WITH THE NORTH LINE OF SAID SE1/4, THE SOUTH BOUNDARIES THENCE N. 6002945"E., 156.17 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A WRITTEN.
OF BAINBRIDGE SUBDIVISION NO. 8, AS SHOWN IN BOOK 115 OF PLATS,AT PAGES 17189-17193 AND CURVE TO THE LEFT;
BAINBRIDGE SUBDIVISION NO. 9,AS SHOWN IN BOOK 116 OF PLATS,AT PAGES 17641-17645,ADA
COUNTY RECORDS, 1716.84 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING; THENCE 138.56 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 132.00 FEET, THROUGH A
CENTRAL ANGLE OF 6000828",SUBTENDED BYA CHORD BEARING N.30°25'31"E., 132.28 FEET TO A
THENCE CONTINUING,S. 89021'10"E., COINCIDENT WITH SAID NORTH LINE AND SAID SOUTH 5/8"REBAR/CAP PLS 11574; NOTARY PUBLIC FOR IDAHO
BOUNDARY OF BAINBRIDGE SUBDIVISION NO. 9 AND THE SOUTH BOUNDARY OF BAINBRIDGE
SUBDIVISION NO. 10,AS SHOWN IN BOOK 118 OF PLATS,AT PAGES 18069-18071,A DISTANCE OF THENCE N. 0021'17"E.,PARALLEL WITH SAID EAST LINE, 195.70 FEET TO A 5/8"REBAR/CAP PLS 11574 RESIDING AT
556.97 FEET TO A 5/8"REBAR/CAP PLS 11574; AND THE BEGINNING OF A CURVE TO THE LEFT; MY COMMISSION EXPIRES
THENCE LEAVING SAID NORTH LINE AND SAID SOUTH BOUNDARIES,S. 0021'17"W.,PARALLEL WITH THENCE 140.97 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 270.50 FEET, THROUGH A
THE EAST LINE OF SAID NE114 OF THE SE1/4,A DISTANCE OF 53.05 FEET TO A 5/8"REBAR/CAP PLS CENTRAL ANGLE OF 29051'32",SUBTENDED BY A CHORD BEARING N. 14°3429"W., 139.38 FEET TO A
11574 AND THE BEGINNING OF A CURVE TO THE RIGHT; 518"REBAR/CAP PLS 11574;
THENCE 102.49 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 420.50 FEET, THROUGH A THENCE N. 29030'15"W.,58.15 FEET TO A 5/8"REBAR/CAP PLS 11574;
CENTRAL ANGLE OF 1305756",SUBTENDED BY A CHORD BEARING S. 7°20'15"W., 102.24 FEET TO A
5/8"REBAR/CAP PLS 11574; THENCE N. 74030'15"W., 11.31 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE S. 40019'35"E., 64.10 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A THENCE S. 6002945"W., 92.00 FEET TO A 5/8"REBAR/CAP PLS 11574; CERTIFICATE OF SURVEYOR:
NON-TANGENT CURVE TO THE RIGHT;
THENCE N. 29030'15"W., 11.68 FEET TO A 5/8"REBAR/CAP PLS 11574; I,JEFF BEAGLEY, PLS,DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND
THENCE 117.95 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 200.00 FEET, THROUGH A THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND
CENTRAL ANGLE OF 3304727",SUBTENDED BY A CHORD BEARING N. 66°34'09"E., 116.25 FEET TO A THENCE N. 6020'01"E.,22.20 FEET TO A 5/8"REBAR/CAP PLS 11574; UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH
5/8"REBAR/CAP PLS 11574; THE STATE OF IDAHO CODE RELATING TO PLATS,SURVEYS AND CORNER PERPETUATION AND FILING ACT,IDAHO CODE 55-1601
THENCE N. 29030'15"W.,36.00 FEET TO A 5/8"REBAR/CAP PLS 11574; THROUGH 55-1612.
THENCE N. 49003'09"E.,21.88 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE N. 6002945"E., 11.59 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE
THENCE S. 89°3843"E.,31.00 FEET TO A 5/8"REBAR/CAP PLS 11574; TO THE LEFT;
THENCE S. 44°3843"E.,25.46 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE 138.91 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 279.50 FEET, THROUGH A
CENTRAL ANGLE OF 2802833",SUBTENDED BY A CHORD BEARING N. 46°1528"E., 137.49 FEET TO A
THENCE S. 89°3843"E., 114.94 FEET TO A 5/8"REBAR/CAP PLS 11574; 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
THENCE N.3702259"E.,20.11 FEET TO A 5/8"REBAR/CAP PLS 11574 ON THE WESTERLY RIGHT OF THENCE 91.58 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 489.00 FEET, THROUGH A y10ENS `sG
WAY OF N. TEN MILE ROAD; CENTRAL ANGLE OF 10043'51",SUBTENDED BY A CHORD BEARING N.37°23'08"E.,91.45 FEET TO A
5/8"REBAR/CAP PLS 11574; R" 11574
THENCE S. 0°21'17"W., COINCIDENT WITH SAID WESTERLY RIGHT OF WAY, 69.24 FEET TO A 5/8" JEFF BEAGLEY W �f P.L.S.11574
REBAR/CAP PLS 11574; THENCE N. 00
20'09"W., 17.76 FEET TO A 5/8"REBAR/CAP PLS 11574; tJ�lO/30/25�
THENCE LEAVING SAID WESTERLY RIGHT OF WAY,N. 4402627"W., 17.18 FEET TO A 5/8"REBAR/CAP THENCE N. 4302522"W.,26.33 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A 9-lw'OF 1�
PLS 11574; CURVE TO THE RIGHT; F BE NGy��
THENCE N. 8903843"W., 100.95 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE 59.36 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 145.50 FEET, THROUGH A
CENTRAL ANGLE OF 2302226",SUBTENDED BYA CHORD BEARING N.31°44'09"W.,58.95 FEET TO A
THENCE S. 45021'17"W.,25.46 FEET TO A 5/8"REBAR/CAP PLS 11574; 5/8"REBAR/CAP PLS 11574;
THENCE N. 8903843"W.,45.00 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE N. 6905704"E.,41.00 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT;
THENCE N. 5304827"W.,22.20 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE 37.21 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 104.50 FEET, THROUGH A
THENCE N. 8903843"W.,32.75 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CENTRAL ANGLE OF 20024'13",SUBTENDED BY A CHORD BEARING N. 9°50'50"W.,37.02 FEET TO A 5/8"
NON-TANGENT CURVE TO THE LEFT; REBAR/CAP PLS 11574;
THENCE 190.13 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 160.00 FEET, THROUGH A THENCE S. 8903843"E., 100.00 FEET TO A 518"REBAR/CAP PLS 11574;
CENTRAL ANGLE OF 68005'03",SUBTENDED BY A CHORD BEARING S. 35000,31"W., 179.14 FEET TO A
5/8"REBAR/CAP PLS 11574; THENCE N. 0021'17"E.,PARALLEL WITH SAID EAST LINE,260.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
THENCE S. 0021'10"W.,86.00 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE THENCE N. 202751"W.,24.07 FEET TO A 5/8"REBAR/CAP PLS 11574;
TO THE RIGHT;
THENCE N. 0021'17"E., PARALLEL WITH SAID EAST LINE, 170.95 FEET TO THE POINT OF BEGINNING.
THENCE 314.51 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 195.00 FEET, THROUGH A
CENTRAL ANGLE OF 90000'00",SUBTENDED BY A CHORD BEARING S. 45°21'17"W.,275.77 FEET TO A SAID DESCRIBED PARCEL CONTAINS 11.185 ACRES,MORE OR LESS.
5/8"REBAR/CAP PLS 11574;
THENCE N. 89040'02"W., 76.15 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A
CURVE TO THE LEFT;
THENCE 120.79 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 278.68 FEET, THROUGH A 2030 S. WASHINGTON AVE.
CENTRAL ANGLE OF 24050'05",SUBTENDED BYA CHORD BEARING S. 78000'10"W., 119.85 FEET TO A F111, LLC
5/8"REBAR/CAP PLS 11574; JIM CONGER,MANAGER EMMETT, ID 83617
THENCE S. 49°3101"W., 77.33 FEET TO A 5/8"REBAR/CAP PLS 11574 AND THE BEGINNING OF A CURVE oz/ (208) 398-8104
TO THE LEFT; FAX (208) 398-8105
THENCE 72.52 FEET ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 269.00 FEET, THROUGH A �y�LLLLLLf�y
CENTRAL ANGLE OF 40°23'30",SUBTENDED BY A CHORD BEARING S. 41°53'05"W., 72.30 FEET TO A
5/8"REBAR/CAP PLS 11574; Lcn��ur�eyir�q LLC WWW SAWTOOTHLS.COM
THENCE S. 703339"E.,23.81 FEET TO A 5/8"REBAR/CAP PLS 11574;
SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
5 OF 6 1012025 AR JB 124014 124014-FP2