CC - Signature Sheets PLAT.OF
A. X NO tEST U. Dri. ,
CERTIFICATE OF OWNERS ACKNOWLEDGMENT
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER STATE OF IDAHO
DESCRIBED.
_ ADA COUNTY SS
A PARCEL OF LAND BEING A PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2021, BY JONATHAN D. WARDLE, AS
RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PRESIDENT OF BRIGHTON DEVELOPMENT, INC.
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, N00'17'39"E A DISTANCE OF 54.50 FEET TO A SET 5/8-INCH REBAR ON THE NORTHERLY SIGNATURE OF NOTARY PUBLIC
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) MY COMMISSION EXPIRES
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; j
4. N73'41'32"W A DISTANCE" OF 17.04 FEET TO A SET 5/8-INCH REBAR;
5. NOO'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. SOO'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; I
.THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE, N00'16'52"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 N00'17'12"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 OF77.00 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; j
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 N091.6'52"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 S00'16'521"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 N45'1.7'16"E AND A CHORD DISTANCE OF 12.73 FEET TO A SET 5/8-INCH REBAR;
THENCE N00'16'52"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 S89'4221"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 NINE (9) COURSES; -
1. SOO*I7'39"W A DISTANCE OF 67.00 FEET TO A SET 5/8-INCH REBAR;
2. S89'42*21"E A DISTANCE OF 13.20 FEET TO A'SET 5/8-INCH REBAR;
3. .S35'11'59"E A DISTANCE OF 20.25 FEET TO A SET 5/8-INCH REBAR;
.. .4. :S00'32'22"E A DISTANCE OF 307.59 FEET TO A SET 5/8-INCH REBAR; CERTIFICATE OF SURVEYOR
5. 129.37 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE .LEFT, SAID CURVE HAVING A RADIUS OF 1,737.50 FEET, A
DELTA. ANGLE F 4' 5'58'' A'CH RIG '4 ' " CHORD DISTANCE OF 129.34 FEET TO A SET I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
E 0 1 CHORD BEARING, OF S02 0 21 E AND A
5/8-INCH REBARs 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
6. S11'.09'17"E A DISTANCE OF 17.02 FEET TO A SET 5/8-INCH REBAR; PERM Y REPRESENTS POINTS PLATTED THEREON, AND I IN CONFORMITY WITH THE STATE OF IDAHO,
7.. S05'42'35"E A DISTANCE OF: 17.00 FEET- TO A SET,5/8-INCH REBAR; SUPERVISION AND ACCURATELY RE RESE. TS THE 0 NTS TTES
8. 36.72 FEET ALONG THE ARC OF A CIRCULAR CURVE.TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 79.50 FEET, A DELTA CODE RELATING TO PLATS AND SURVEYS.
ANGLE OF 2627'39", A CHORD BEARING OF S07'14'20"W.AND A CHORD DISTANCE OF 36.39 FEET TO A SET 5/8-INCH
REBAR;
9. 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 S4353'13"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; �\ONpL LAND s
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE AND FOLLOWING THE NORTHERLY RIGHT-OF-WAY LINE OF SAID EAST LAKE iS
HAZEL ROAD, 152.27 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 379.50 AARON L. BALLARD, P.L.S. 12459 `� G '
FEET, A DELTA ANGLE OF .22'59'22", A CHORD BEARING OF S7847'58"W AND A CHORD DISTANCE OF 151.25 FEET TO THE POINT
OF BEGINNING. a 12459
SAID DESCRIPTION CONTAINS A TOTAL OF 18.236 ACRES, MORE OR LESS.
99 9pF OF SOP QO
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 ++t Z
UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER S
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.
JONATHAN D. WARDLE, PRESIDENT Developer ; 5
BRIGHTON DEVELOPMENT. INC:
grig hton ENGINEERING
33 WEST STATE
Ca W rat i On 92BOISE,IDAHO 83714ET
PHONE(208)639-6939
Meridian, Idaho kmen$1fp.com
JOB NO. 20-155 SHEET 5 OF 6
IIAT OF .
. .APEX
� \f
f E X NORTHWEST St=- �-04N
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APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF ADA COUNTY TREASURER
i
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY 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
DISTRICT COMMISSIONERS ON THE DAY OF 20 AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS
SUBDIVISION HAVE BEEN PAID 1N FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30)
DAYS ONLY.
- I
PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
COUNTY TREASURER DATE
APPROVAL OF MERIDIAN CITY ENGINEER
THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY
CERTIFICATE OF COUNTY RECORDER
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO.
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
CITY ENGINEER
BOOK OF PLATS AT.PAGES THRU
INSTRUMENT NUMBER
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
DEPUTY EX-OFFICIO RECORDER
i
DAY OF A.D. 20� THIS PLAT WAS DULY ACCEPTED AND APPROVED.
FEE:
MERIDIAN CITY CLERK I
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.
!
ADA COUNTY SURVEYOR DATE
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.
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HEALTH OFFICER DATE: y '9rF \4P p
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NOI 'NEERIN +
Developer 9233 WEST STATE STREET
{.� BOISE,IDAHO 83714
Brighton Iton PHONE(208)639-6939
- kmengflp.com
Corpor tion
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Meridian, J08:N0. 2a1SS'. SHEET