HomeMy WebLinkAboutFP Sheet 7 Final Plat for
Southrmidge South Subdivision Phase 2
Certificate of Owners
A PARCEL OF LAND LOCATED IN THE NORTH HALF OF SECTION 23,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE
IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO
THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH
COMMENCING AT THE NORTHWEST CORNER OF SECTION 23 OF SAID TOWNSHIP 3 NORTH, RANGE 1 WEST; OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID
THENCE SOUTH 89'14'56"EAST,A DISTANCE OF 2652.36 FEET ON THE NORTH LINE OF SAID SECTION 23 TO THE NORTH ONE QUARTER CORNER OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE
SECTION 23; CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
THENCE SOUTH 29'2212"WEST, 963.72 FEET TO THE NORTHEAST MOST LOT CORNER OF LOT 1, BLOCK 1 OF SOUTHRIDGE SOUTH SUBDIVISION PHASE 1,
AS SAME IS SHOWN ON THE PLAT THEREOF RECORDED IN BOOK OF PLATS AT PAGES TO PAGE OF ADA COUNTY
RECORDS, SAID POINT BEING ON THE NORTHERLY LINE OF THE RIDENBAUGH CANAL EASEMENT,AND BEING THE POINT OF BEGINNING; CHALLENGER DEVELOPMENT, INC.,AN IDAHO CORPORATION
THENCE SOUTH 640 01'59"EAST FOR A DISTANCE OF 283.08 FEET ON THE NORTHERLY LINE OF THE RIDENBAUGH CANAL TO A POINT OF CURVE;
THENCE 46.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 320.00 FEET,A CENTRAL ANGLE OF 08'18,4211,A CHORD BY:
BEARING OF SOUTH 68'11'20"EAST AND A CHORD LENGTH OF 46.38 FEET ON THE NORTHERLY LINE OF THE RIDENBAUGH CANAL; COREY D. BARTON, PRESIDENT
THENCE SOUTH 72'20'41"EAST FOR A DISTANCE OF 150.79 FEET ON THE NORTHERLY LINE OF THE RIDENBAUGH CANAL TO A POINT OF CURVE;
THENCE 276.34 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 230.83 FEET,A CENTRAL ANGLE OF 68'35,29",A CHORD
BEARING OF SOUTH 37'54'29" EAST AND A CHORD LENGTH OF 260.13 FEET ON THE NORTHERLY LINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 86'31'43"WEST FOR A DISTANCE OF 10.00 FEET ON THE EASTERLY LINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 030 28' 17"EAST FOR A DISTANCE OF 188.54 FEET ON THE EASTERLY LINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 56'31'59"EAST FOR A DISTANCE OF 159.58 FEET TO POINT ON THE NORTHERLY LINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 32'14'51"EAST FOR A DISTANCE OF 132.31 FEET TO A POINT ON THE SOUTHERLY LINE OF THE RIDENBAUGH CANAL; Acknowledgment
THENCE SOUTH 39'31'01"WEST FOR A DISTANCE OF 141.01 FEET ON THE SOUTHERLY LINE OF THE RIDENBAUGH CANAL TO A POINT OF CURVE;
THENCE 134.27 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 130.00 FEET,A CENTRAL ANGLE OF 59'10,3811,A CHORD STATE OF IDAHO )
BEARING OF SOUTH 69'06'20"WEST AND A CHORD LENGTH OF 128.38 FEET ON THE SOUTHERLY LINE OF THE RIDENBAUGH CANAL TO A POINT OF ) SS
REVERSE CURVE; COUNTY OF ADA )
THENCE 88.44 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 439.45 FEET, A CENTRAL ANGLE OF 110 31,4911,A CHORD
BEARING OF SOUTH 45'52'58"WEST AND A CHORD LENGTH OF 88.29 FEET TO POINT OF NON-TANGENT COMPOUND CURVE; ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE,
THENCE 196.31 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 339.50 FEET,A CENTRAL ANGLE OF 33'07,51",A CHORD PERSONALLY APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF CHALLENGER DEVELOPMENT, INC.,AN IDAHO
BEARING OF SOUTH 21'50'47"WEST AND A CHORD LENGTH OF 193.59 FEET; CORPORATION,AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION,AND ACKNOWLEDGED TO
THENCE SOUTH 050 16'51"WEST FOR A DISTANCE OF 194.63 FEET TO A POINT OF NON-TANGENT CURVE; ME THAT SUCH CORPORATION EXECUTED THE SAME.
THENCE 142.92 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 806.12 FEET,A CENTRAL ANGLE OF 10'09,28",A CHORD
BEARING OF SOUTH 79'49' 16"EAST AND A CHORD LENGTH OF 142.73 FEET; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
THENCE SOUTH 88'18'35"EAST FOR A DISTANCE OF 50.11 FEET;
THENCE SOUTH 87'38' 10"EAST FOR A DISTANCE OF 269.84 FEET;
THENCE NORTH 89'26'51"EAST FOR A DISTANCE OF 52.34 FEET;
THENCE SOUTH 77'53'59"EAST FOR A DISTANCE OF 146.64 FEET;
THENCE SOUTH 890 02'41"EAST FOR A DISTANCE OF 66.25 FEET TO A POINT OF CURVE,
THENCE 93.57 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 150.00 FEET,A CENTRAL ANGLE OF 35'44,27",A CHORD NOTARY PUBLIC FOR IDAHO
BEARING OF SOUTH 13'05'55"WEST AND A CHORD LENGTH OF 92.06 FEET; RESIDING IN
THENCE NORTH 89'02'41"WEST FOR A DISTANCE OF 58.59 FEET TO A POINT OF CURVE;
THENCE 113.18 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 345.00 FEET,A CENTRAL ANGLE OF 180 47,4911,A CHORD
BEARING OF NORTH 79'38'46"WEST AND A CHORD LENGTH OF 112.68 FEET TO A POINT OF REVERSE CURVE;
THENCE 42.78 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 255.00 FEET,A CENTRAL ANGLE OF 09'36,48"A CHORD MY COMMISSION EXPIRES
BEARING OF NORTH 750 03' 16"WEST AND A CHORD LENGTH OF 42.73 FEET;
THENCE NORTH 83'15'02"WEST FOR A DISTANCE OF 30.15 FEET TO A POINT OF CURVE;
THENCE 10.70 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 255.00 FEET,A CENTRAL ANGLE OF 02'24, 16,A CHORD
BEARING OF NORTH 87'50'33"WEST AND A CHORD LENGTH OF 10.70 FEET; Certificate of Surveyor
THENCE NORTH 890 02'41"WEST FOR A DISTANCE OF 274.69 FEET; Y
THENCE NORTH 86'07'34"WEST FOR A DISTANCE OF 30.04 FEET TO A POINT OF CURVE; I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT THIS PLAT AS
THENCE 242.10 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 895.00 FEET,A CENTRAL ANGLE OF 15'29,56",A CHORD DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND
BEARING OF NORTH 770 56'42"WEST AND A CHORD LENGTH OF 241.37 FEET; ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
THENCE NORTH 66'41'37"WEST FOR A DISTANCE OF 50.15 FEET;
THENCE NORTH 64'03'32"WEST FOR A DISTANCE OF 110.84 FEET TO A POINT OF CURVE;
THENCE 44.85 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 894.56 FEET,A CENTRAL ANGLE OF 02'52,20",A CHORD
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BEARING OF NORTH 580 26'22"WEST AND A CHORD LENGTH OF 44.84 FEET;
THENCE NORTH 57'00' 12"WEST FOR A DISTANCE OF 144.66 FEET; w��ti G\ E O
THENCE SOUTH 34'58' 15"WEST FOR A DISTANCE OF 57.99 FEET;
THENCE NORTH 54'15'03"WEST FOR A DISTANCE OF 110.00 FEET;
THENCE NORTH 680 39'08"WEST FOR A DISTANCE OF 51.67 FEET; a 7880 ,
THENCE NORTH 53'52'41"WEST FOR A DISTANCE OF 110.00 FEET TO A POINT OF CURVE; 2-18-2025 0
THENCE 5.98 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1865.00 FEET,A CENTRAL ANGLE OF 00'11'01",A CHORD OF or �
BEARING OF NORTH 360 01'48"EAST AND A CHORD DISTANCE OF 5.98 FEET; SR.WA
THENCE NORTH 54'03'42"WEST FOR A DISTANCE OF 110.00 FEET;
THENCE NORTH 57'30' 19"WEST FOR A DISTANCE OF 50.09 FEET;
THENCE NORTH 53'57'38"WEST FOR A DISTANCE OF 110.00 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF LOT 2, BLOCK 5 OF SAID
SOUTHRIDGE SOUTH SUBDIVISION PHASE 1, SAID POINT BEING A POINT ON A CURVE;
THENCE ON THE EASTERLY BOUNDARY LINE OF SAID SOUTHRIDGE SOUTH SUBDIVISION PHASE 1 FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE 39.72 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS 1595.00 FEET,A CENTRAL ANGLE OF 01'25,37",A CHORD
BEARING OF NORTH 350 19'33"EAST AND A CHORD DISTANCE OF 39.72 FEET;
THENCE NORTH 32'59'48"EAST FOR A DISTANCE OF 89.94 FEET TO A POINT OF CURVE;
THENCE 179.16 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1595.00 FEET, A CENTRAL ANGLE OF 06'26,08",A CHORD
BEARING OF NORTH 28'09'48"EAST AND A CHORD DISTANCE OF 179.06 FEET TO A POINT OF NON-TANGENT CURVE;
THENCE 390.80 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1635.00 FEET,A CENTRAL ANGLE OF 130 41,4211,A CHORD
BEARING OF NORTH 18'05'53"EAST AND A CHORD DISTANCE OF 389.87 FEET;
THENCE SOUTH 78'44'58"EAST FOR A DISTANCE OF 110.00 FEET TO A POINT ON A CURVE;
THENCE 56.75 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1745.00 FEET,A CENTRAL ANGLE OF 01'51,4811, AND A
CHORD BEARING OF NORTH 10'19'08"EAST AND A CHORD DISTANCE OF 56.74 FEET TO A POINT OF COMPOUND CURVE;
THENCE 25.63 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 73'25,1411,AND A CHORD
BEARING OF NORTH 27'19'23"WEST AND A CHORD DISTANCE OF 23.91 FEET; �` ,1 THE
THENCE NORTH 640 01'59"WEST FOR A DISTANCE OF 96.78 FEET; �1 // ,�F
THENCE NORTH 25'57'54"EAST FOR A DISTANCE OF 50.00 FEET; ' W
THENCE NORTH 25'57'46"EAST FOR A DISTANCE OF 110.00 FEET;
THENCE NORTH 25'58'01"EAST A DISTANCE OF 140.00 FEET TO THE POINT OF BEGINNING. LAND.
SAID PARCEL CONTAINS 24.17 ACRES MORE OR LESS. - GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
PN 121172 SHEET 7 OF 8