HomeMy WebLinkAboutConstruction Drawing - C0.40 V1APPROVED
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GRAYCLIFF ESTATES SUBDIVISION NO. 2
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'/<, AND THE NE'/<OF THE SW'/, 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 1/4 (E 1/4 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 1/< A DISTANCE OF 1320.30 FEET TO A 5/8 INCH DIAMETER IRON PIN
MARKING THE NORTHEAST CORNER OF THE NW/4 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 1/4 OF THE SE 1/4, 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 0°27'25" 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 37°50'18" AND A LONG CHORD BEARING S 19°22'34" W A DISTANCE OF 45.39 FEET TO A POINT OF TANGENCY;
THENCE S 0°27'25" 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 0°27'25" 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 1/
THENCE ALONG SAID BOUNDARY N 0°27'25" E A DISTANCE OF 545.74 FEET TO A POINT;
THENCE LEAVING SAID BOUNDARY N 89°32'35" 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 89°35'02" 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 88°02'13" E A DISTANCE OF 56.04 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE 1/.;
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 1/4 S 89°23'56" 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.)
BOOK , PAGE
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
KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY
BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF ADA 3 S.S.
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.
I��i1'LK�L�iI��iIE.Y.9[�7►��7,1 ��:
RESIDING AT
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.
. I LLANO
CLINTON W. HANSECL
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PLS 11118 _`(^A,01
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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
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C0.40