HomeMy WebLinkAboutSignature Sheet(s) V1h�JE IDZ LAS,-
APPROVED
E -E m"2o 2
PLAT OF
APEX NORTHWEST SUBDIVISION No. 1
CERTIFICATE OF OWNERS
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER
DESCRIBED.
A PARCEL OF LAND BEING A PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH,
RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING. AT A FOUND BRASS CAP MARKING THE SOUTHEAST CORNER OF SAID SECTION 31, WHICH BEARS S00'32'22"E A
DISTANCE OF 2,700.07 FEET FROM A FOUND BRASS CAP MARKING THE EAST 1/4 CORNER OF SAID SECTION 31;
THENCE FOLLOWING THE SOUTHERLY LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 31, N89-42-21"W A DISTANCE OF 204.44
FEET TO A POINT;
THENCE LEAVING SAID SOUTHERLY LINE, NOO-17-39"E A DISTANCE OF 54.50 FEET TO A SET 5/8-INCH REBAR ON THE NORTHERLY
RIGHT-OF-WAY LINE OF EAST LAKE HAZEL ROAD AND BEING THE POINT OF BEGINNING.
THENCE FOLLOWING THE NORTHERLY RIGHT-OF-WAY LINE OF SAID EAST LAKE HAZEL ROAD THE FOLLOWING FOURTEEN (14)
COURSES:
1. N89'42'21"W A DISTANCE OF 160.55 FEET TO A SET 5/8-INCH REBAR;
2. N83'59'43"W A DISTANCE OF 115.57 FEET TO A SET 5/8-INCH REBAR;
3. N89'42'21"W A DISTANCE OF 149.64 FEET TO A SET 5/8-INCH REBAR;
4. N73'41'32"W A DISTANCE OF 17.04 FEET TO A SET 5/8-INCH REBAR;
5. N00'16'52"E A DISTANCE OF 6.80 FEET TO A SET 5/8-INCH REBAR;
6. N89'43'08"W A DISTANCE OF 67.00 FEET TO A SET 5/8-INCH REBAR;
7. S00'16'52"W A DISTANCE OF 12.28 FEET TO A SET 5/8-INCH REBAR;
8. S55'04'05"W A DISTANCE OF 18.56 FEET TO A SET 5/8-INCH REBAR;
9. N89'42'21"W A DISTANCE OF 222.32 FEET TO A SET 5/8-INCH REBAR;
10. N83'59'43"W A DISTANCE OF 115.55 FEET TO A SET 5/8-INCH REBAR;
11. N89'42'18"W A DISTANCE OF 149.66 FEET TO A SET 5/8-INCH REBAR;
12. N73'41'32"W A DISTANCE OF 17.04 FEET TO A SET 5/8-INCH REBAR;
13. N00'16'52"E A DISTANCE OF 6.80 FEET TO A SET 5/8-INCH REBAR;
14. N89'43'08"W A DISTANCE OF 77.00 FEET TO A SET 5/8-INCH REBAR;
THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, NOO-16-52"E A DISTANCE OF 541.52 FEET TO A SET 5/8-INCH REBAR;
THENCE N44'42'54"W A DISTANCE OF 13.43 FEET TO A SET 5/8-INCH REBAR;
THENCE N0017'12"E A DISTANCE OF 63.01 FEET TO A SET 5/8-INCH REBAR;
THENCE N45'15'53"E A DISTANCE OF 13.43 FEET TO A SET 5/8-INCH REBAR;
THENCE S89'41'26"E A DISTANCE OF 77.00 FEET TO A SET 5/8-INCH REBAR;
THENCE S40'32'55"E A DISTANCE OF 14.53 FEET TO A SET 5/8-INCH REBAR;
THENCE S89'42'21"E A DISTANCE OF 216.00 FEET TO A SET 5/8-INCH REBAR;
THENCE 10.21 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 6.50 FEET, A DELTA
ANGLE OF 90'00'47", A CHORD BEARING OF N45'17'16"E AND A CHORD DISTANCE OF 9.19 FEET TO A SET 5/8-INCH REBAR;
THENCE N00'16'52"E A DISTANCE OF 4.48 FEET TO A SET 5/8-INCH REBAR;
THENCE S89'43'08"E A DISTANCE OF 60.00 FEET TO A SET 5/8-INCH REBAR;
THENCE S00'16'52"W A DISTANCE OF 4.50 FEET TO A SET 5/8-INCH REBAR;
THENCE 10.21 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 6.50 FEET, A DELTA
ANGLE OF 89'59'13", A CHORD BEARING OF S44'42'44"E AND A CHORD DISTANCE OF 9.19 FEET TO A SET 5/8-INCH REBAR;
THENCE S89'42'21"E A DISTANCE OF 214.50 FEET TO A SET 5/8-NCH REBAR;
THENCE 14.14 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 9.00 FEET, A DELTA
ANGLE OF 90'00'47", A CHORD BEARING OF N45'17'16"E AND A CHORD DISTANCE OF 12.73 FEET TO A SET 5/8-INCH REBAR;
THENCE NOD* 16'52"E A DISTANCE OF 3.99 FEET TO A SET 5/8-INCH REBAR;
THENCE S89'43'08"E A DISTANCE OF 61.50 FEET TO SET 5/8-INCH REBAR;
THENCE S37'58'30"E A DISTANCE OF 12.11 FEET TO A SET 5/8-INCH REBAR;
THENCE S89'42'21"E A DISTANCE OF 563.32 FEET TO A SET 5/8-INCH REBAR ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH
LOCUST GROVE ROAD;
THENCE FOLLOWING THE WESTERLY RIGHT-OF-WAY LINE OF SAID SOUTH LOCUST GROVE ROAD THE FOLLOWING SEVEN (7)
COURSES;
1. S00'17'39"W A DISTANCE OF 67.00 FEET TO A SET 5/8-INCH REBAR;
2. S89'42'21"E A DISTANCE OF 18.21 FEET TO A SET 5/8-INCH REBAR;
3. S35'11'00"E A DISTANCE OF 20.25 FEET TO A SET 5/8-INCH REBAR;
4. S00'32'22"E A DISTANCE OF 409.51 FEET TO A SET 5/8-INCH REBAR;
5. 63.06 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,737.50 FEET, A
DELTA ANGLE OF 2'04'55", A CHORD BEARING OF SO4'56'59"E AND A CHORD DISTANCE OF 63.06 FEET TO A SET 5/8-INCH
REBAR;
6. 36.72 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 79.50 FEET, A DELTA
ANGLE OF 26'27'42", A CHORD BEARING OF S07'14'18"W AND A CHORD DISTANCE OF 36.39 FEET TO A SET 5/8-INCH
REBAR;
7. 24.11 FEET ALONG A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 29.50 FEET, A DELTA ANGLE OF
46'50'08", A CHORD BEARING OF S43'53'13"W AND A CHORD DISTANCE OF 23.45 FEET TO A SET 5/8-INCH REBAR ON
THE NORTHERLY RIGHT-OF-WAY LINE OF EAST LAKE HAZEL ROAD;
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE AND FOLLOWING THE NORTHERLY RIGHT-OF-WAY LINE OF SAID EAST LAKE
HAZEL ROAD, 152.27 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 379.50 FEET,
A DELTA ANGLE OF 22'59'22", A CHORD BEARING OF S78'47'58"W AND A CHORD DISTANCE OF 151.25 FEET TO THE POINT OF
BEGINNING.
SAID DESCRIPTION CONTAINS A TOTAL OF 18.284 ACRES, MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT
ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC
UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER
DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT.
THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS
WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND THE CITY OF MERIDIAN HAS AGREED IN WRITING
TO SERVE ALL OF THESE LOTS.
JONAJHA WARDLE, PRESIDENT
BRIG TON VELOPMENT, INC.
STATE OF
3 ADA COUNTY Ss
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON LLYI P� -T 2021. BY JONATHAN D. WARDLE, AS
PRESIDENT OF BRIGHTON DEVELOPMENT. INC.
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SIGNATURE OF NOTARY P IC
MY COMMISSION EXPIRES (o- I - aoatL
CERTIFICATE OF SU
SHARI VAUGHAN
Notary Public - State of Idaho
Commission Number 20181002
MY Commission Expires Jun 1, 2024
I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
OF IDAHO, AND THAT THIS PLAT OF APEX NORTHWEST SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND
AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL 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.
AARON L. BALLARD, P.L.S. 12459
s "2'!•.;o"
Developer
Brighton
Corporation
Meridian, Idaho
E N G I N E E R I N G
5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
PHONE (208) 639-6939
kmengllp.com
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APPROVED
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APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY
DISTRICT COMMISSIONERS ON THE DAY OF , 20
PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
APPROVAL OF MERIDIAN CITY ENGINEER
THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO.
CITY ENGINEER
APPROVAL OF MERIDIAN CITY
I, , CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY,
IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE
DAY OF , A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED.
MERIDIAN CITY CLERK
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY
THAT I HAVE CHECKED THIS PLAT AND AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO
CODE RELATING TO PLATS AND SURVEYS.
COUNTY SURVEYOR
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 REIMPOSED,
IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL.
PLAT OF
APEX NORTHWEST SUBDIVISION No. 1
CERTIFICATE OF ADA 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.
COUNTY TREASURER
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
SS
ADA COUNTY
I HEREBY CERTIFY THAT THIS PLAT OF APEX NORTHWEST SUBDIVISION No. 1 WAS FILED AT
THE REQUEST OF AT MINUTES PAST O'CLOCK .M.,
THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS
BOOK OF PLATS AT PAGES THRU
INSTRUMENT NUMBER
DEPUTY
FEE:
EX—OFFICIO RECORDER
\131�pL LAND
12459
99T91F OF �OP��O
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4.4.2oz� ENGINEERING
Developer 5725 NORTH DISCOVERY WAY
713
Brighton HOISE,208)63 IDAHO -693
PHONE 1208)639-6939
kmenglip.com
Corporation
Meridian, Idaho ]OR N0. 20-155 1 SHFFT 6OF6