HomeMy WebLinkAboutCC - Final Plat Sheet 2 STAPLETON SUBDIVISION NO. 4 BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED
BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT.
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE
CITY OF MERIDIAN,IDAHO MUNICIPAL WATER SYSTEM,INCORPORATED AND THAT THE CITY OF MERIDIAN,IDAHO,HAS ACKNOWLEDGMENT
AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334)
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC,BUT THE RIGHT TO USE SAID STATE OF IDAHO
EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON,AND NO SS
PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. COUNTY OF ADA
IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE KUNA IRRIGATION AND THE BOISE PROJECT BOARD OF
CONTROL,IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(B). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO ON THIS_DAY OF 2023,BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE,
IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT BOARD OF CONTROL. PERSONALLY APPEARED JIM CONGER,KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF C17 LLC,LIMITED LIABILITY COMPANY,
THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. LIMITED LIABILITY COMPANY EXECUTED THE SAME.
A PARCEL OF LAND LOCATED IN THE N.E. %4 OF THE S.E. %4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST OF IN WITNESS WHEREOF,I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE
THE BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY,IDAHO,MORE PARTICULARLY DESCRIBED AS FOLLOWS: WRITTEN.
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 25, MARKED BY A V2"PIPE, FROM WHICH THE E.1/4
CORNER OF SAID SECTION 25,MARKED BY AN ALUMINUM CAP,BEARS NORTH 0003248"EAST,2664.87 FEET; THENCE,
NORTH 00°3248"EAST, COINCIDENT WITH THE EAST LINE OF THE S.E. Y4 OF SAID SECTION 25,A DISTANCE OF NOTARY PUBLIC FOR IDAHO
1322.43 FEET TO AN ALUMINUM CAP MARKING THE S1/16 CORNER OF SAID SECTION 25; THENCE, RESIDING AT
NORTH 8901531"WEST, COINCIDENT WITH THE SOUTH LINE OF SAID N.E. �/4 OF THE S.E. %4,A DISTANCE OF 625.00 MY COMMISSION EXPIRES
FEET TO THE NORTHEAST CORNER OF STAPLETON SUBDIVISION NO. 1,AS SHOWN IN BOOK 120 OF PLATS,AT PAGES
18746-18750,ADA COUNTY RECORDS AND THE POINT OF BEGINNING; THENCE CONTINUING,
NORTH 89°1531"WEST,274.85 FEET; THENCE LEAVING SAID SOUTH LINE,
NORTH 52004'33"WEST,239.84 FEET; THENCE,
NORTH 06°16'00"EAST, 604.97 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF STAPLETON SUBDIVISION NO. 2,
AS SHOWN IN BOOK XX OF PLATS,AT PAGES XX,ADA COUNTY RECORDS; THENCE ALONG SAID SOUTHERLY BOUNDARY,
SOUTH 892921"EAST,379.58 FEET; THENCE
SOUTH 00°30'39"WEST, 110.11 FEET; THENCE,
SOUTH 892712"EAST, 116.50 FEET TO THE SOUTHEAST CORNER OF SAID STAPLETON SUBDIVISION NO.2 AND THE
WESTERLY BOUNDARY OF SAID STAPLETON SUBDIVISION NO. 1; THENCE ALONG SAID WESTERLY BOUNDARY, CERTIFICATE OF SURVEYOR:
SOUTH 0003248"WEST,PARALLEL WITH SAID EAST LINE,41.00 FEET; THENCE, I,JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF
SOUTH 89°2712"EAST, 1.00 FEET; THENCE, IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY
MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED
SOUTH 0003248"WEST,PARALLEL WITH SAID EAST LINE, 105.00 FEET; THENCE, THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER
PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
NORTH 89°2712"WEST, 98.00 FEET; THENCE,
SOUTH 0003248"WEST,PARALLEL WITH SAID EAST LINE, 146.00 FEET; THENCE,
SOUTH 89°2712"EAST,4.00 FEET; THENCE,
SOUTH 0003248"WEST, PARALLEL WITH SAID EAST LINE,241.00 FEET; THENCE, LINE TABLE
s
LINE BEARING DISTANCE yl�+F'NS G�
SOUTH 89-2921"EAST,2.00 FEET; THENCE, Ll N 0003248"E 41.00'
L2 S 892712"E 1.00' 44 1 1574
SOUTH 0003248"WEST, PARALLEL WITH SAID EAST LINE, 105.62 FEET TO THE POINT OF BEGINNING. L3 S 89°27'12"E 4.00' iY. O
L4 S 8902712"E 2.00' JEFF BEAGLEY W s/4/z3 L5 N 12°52'41"E 39.90' -to P.L.S. 11574
t1�,9 61
THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 7.468 ACRES MORE OR LESS. L6 N 32010'57"E 10.00' '�
L8 S 52004'32"E 19.77' F BEAG�'��
L9 N 412712"W 7.33'
L10 N 28051'46"W 13.17'
Lll S 4802424"W 17.44'
L12 I N 4905348"W 23.23'
L13 N 37°2956"E 17.89'
C17 LLC
JIM CONGER,MEMBER
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
Cl 78.61' 120.50' 3702239" N 7004553"W 77.22' SURVEYOR NARRATIVE REFERENCES
C2 6.15' 79.50' 4026'02" S 87014'11"E 6.15'
C3 33.20' 120.50' 1504710" S 81°3337"E 33,10'
C4 26.05' 120.50' 12023'12" S 6702826"E 26.00' THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE RI)STAPLETON SUBDIVISION NO. 1,BOOK 120,PAGES 18746-18750
C5 19.36' 120.50' 9012'17" S 56040'42"E 19.34' OWNER TO CREATE RESIDENTIAL BUILDING LOTS AND COMMON LOTS. R2)STAPLETON SUBDIVISION NO. 2,BOOK 124,PAGES 19782-19786
C6 65.24' 100.00' 3702239" S 7004553"E 64.09' ADDITIONAL ADJACENT PROPERTY WILL BE DEVELOPED IN PHASES AT A R3)DEED INST. NO. 417330 8
C7 51.86' 79.50' 3702239" N 7004553"W 50.95' LATER DATE.
C8 20.37' 79.50' 14040'45" N 82006'49"W 20.31' R4)JESSICA CONDOMINIUMS,INST. NO. 111093749
C9 31.49' 79.50' 22041'54" S 63025'30"E 31.29' THE BOUNDARY FOR THIS PHASE AND FUTURE PHASES WAS HELD FROM THE R5)ITD STATE HIGHWAY 69 PLANS(FAP NO. SR-RS-3782(2))
C10 122.70' 120.50' 58 20'33" S 22 54'16"E 117.47'
Ci l 2.85' 120.50' 102121" S 51 02352"E 2.85' RECORD OF SURVEY NO. 12018,INST. NO. 2019-092680. SAID SURVEY WAS
C12 32.06' 120.50' 15014'36" S 43005'54"E 31.96' FOUND TO NOT HAVE BEEN SCALED FROM GRID DISTANCES TO GROUND
C13 15.03' 120.50' 7008'39" S 31054'17"E 15.02' DISTANCES. GROUND DISTANCES ARE SHOWN HEREON.
C14 27.94' 120.50' 1301700" S 2104127"E 27.87'
C15 37.31' 120.50' 1704431" S 06010'42"E 37.16'
C16 7.52' 120.50' 303426" S 04028'47"W 7,52'
C18 80.95' 79.50' 5802033" N 22054'16"W 77.50' 2030 S. WASHINGTON AVE.
C19 103.70' 70.50' 84016'48" S 4802424"W 94.60'
C20 4.24' 70.50' 302657" S 0705929"W 4.24' EMMETT ID 83617
C21 37.45' 70.50' 3002620" N 24056'07"E 37.01' /
C22 27.24' 70.50' 2200827" N 5101331"E 27.07' lz6 (208) 398-8104
C23 26.91' 70.50' 21°52'07" N 73013'48"E 26.75' 4� 4,
C25 73.55' 50.00' 84016'48" N 4802424"E 6.09' �5&41rOOFI�
FAX (208) 398-8105
C26 27.31' 29.50' 53002'52" S 64°01'22"W 26.35'
C27 4.87' 29.50' 9027'23" S 42013'37"W 4,86'
C28 22.44' 29.50' 4303530" S 68045'03"W 21.91'
Z-cnl5urveyinq, Z-Z-C WWW.SAWTOOTHLS.COM
SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 3 512023 AR ARIJB 122154 122154-FP