CC - Final Plat PLAT OF
APEX NORTHWEST SUBDIVISION No. 1
A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2021
FOUND BRASS CAP
EAST 1/4 CORNER SECTION 31
PER CP&F INST No. ------
I
1 0 80 160 240
Plan Scale: 1"=80'
Unplatted
SHEET INDEX
S89'41'26"E 77.00' S89'43'08"E 60.00' L12 S89'43'08"E 61.50'
L10 1-11 I SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND
I SHEET 2 - DETAIL PLAT MAP
• • S89'42'21"E 216.00' • • S89'42'21"E 214.50' • • L13 S89'42'21"E 563.32' SHEET 3 DETAIL PLAT MAP
• • • • • • • SHEET 4 — CURVE AND LINE TABLES, DETAILS AND NOTES
L8 L9
SHEET 5 - CERTIFICATE OF OWNERS
N00'17'12"E 63.01' C1 C2 C3 SHEET 6 CERTIFICATES AND APPROVALS
E. TARGET ST. S00017'39"W 67.00' L14
• 1-7 • • L15 I REFERENCES
• I
BLOCK 2 • I R1. RECORD OF SURVEY No. 7782, RECORDS OF ADA COUNTY, IDAHO.
O1 O2 3T O �5 6O O7 O8 9O 10 11 12 13 14 15 R2. RECORD OF SURVEY No. 7783, RECORDS OF ADA COUNTY, IDAHO.
O2 O3 R3. RECORD OF SURVEY No. 5049, RECORDS OF ADA COUNTY, IDAHO.
16 I
17 O to I LEGEND
36 18 o i FOUND BRASS CAP AS NOTED
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Q 42 41 40 39 38 37 35 19 j Lj OO FOUND 5/8-INCH REBAR AS NOTED
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Ooo mCALCULATED POINT, NOTHING FOUND OR SET
31BLOCK 2 �28 10 11 • NILOT NUMBER
SUBDIVISION BOUNDARY LINE
LOT LI N E
�5 v — — SECTION LINE
28
ADJACENT LOT LINE
BLOCK 2 I — ROAD CENTERLINE
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 L16 I - — ——— ———- EASEMENT LINE
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• N89'42'18"W 149.66' • • • • N89'42'21"W 149.64' • • • C7 I
N89'42'21 "W 222.32' N89'42'21"W 1 60.55' 1 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE
N89'43'08"W 77.00' N89'43'08"W 67.00' 1 N00'17'39"E SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN
N83'59'43"W 115.55' N83'S9'43"W 11.5.57' -54.50'(TIE) THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION.
0 31 32 THEUREFERENCESAORLSOTEDRED WAS HE EON. ALLND TO BE PROPERTYI CORNERSNWHERETIAL ONFORMANCE MONUMENTS OF
E 1/16 CORNER N89'42 21 W 1320.00 6 5 RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN"HEREON.
POINT OF COMMENCEMENT
FOUND 5/8—INCH REBAR, E. LAKE HAZEL RD. FOUND BRASS CAP
NO CAP. PLACED PLASTIC
CAP MARKED ALB 12459" SE CORNER SECTION 31
PER CP&F INST No. 201 5-01 1 236 \ONNL LApD
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12459
99�9TF OF
ENGINEERING
Developer 9233 WEST STATE STREET
BOISE,IDAHO 83714
Brighton PHONE(208)639-6939
kmengllp.com
Corporation
Meridian,"Idaho JOB NO. 20-1S5 7 SHEET 1 OF 6
PLAT of
APEX NORTHWEST SUBDIVISION No. 1
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E. LAKE HAZEL RD. Brighton E N G I 'N E E R I :N ✓G
O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9233 WEST STATE STREET
N89'42'21"W 1320.00' Co 1r p�ra}G 1j o n BOISE,IDAHO 83714
E 1/16 CORNER PHONE(208)639-6939
FOUND 5/8-INCH REBAR, Meridian, Idaho kmengllp.com
NO CAP. PLACED PLASTIC
CAP MARKED "ALB 12459
FoB
N0. 20-155 SHEET 2 Of 6
PLAT OF
APEX NORTHWEST SUBDIVISION No. 1
I
CITY OF MERIDIAN EASEMENT „ ACHD PERMANENT
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E. LAKE HAZEL RD. z l B rl„ `hWn E N G 1 N E E R 1 N G
204.44' 31 32
- - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - 9233 WEST STATE STREET
N89'42'21"W 1320.00' 6 5 Corporation BOISE,IDAHO 83714
PHONE(208)639-6939
POINT OF COMMENCEMENT Meridian, kdaho kmengilp.com
FOUND BRASS CAP
SE CORNER SECTION 31
PER CP&F INST No. 2015-011236
FOB
NO. 20-155 SHEET 3 OF 6
PLAT OF
I
APEX NORTHWEST SUBDIVISION No. 1
-I
NOTES
1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING
REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS
OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION.
I
i
3. IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE-KUNA IRRIGATION DISTRICT IN
COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION
WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS
FROM BOISE-KUNA IRRIGATION DISTRICT.
4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM
ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
LINE TABLE CURVE TABLE THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS I
LINE BEARING DISTANCE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR !
EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
L1 N73'41'32"W 17.04 C1 6.50' 10.21' 90'00'47" N45'17'16"E 9.19' PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE
IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL
L2 NO"16'52"E 6.80 C2 6.50' 10.21' 89*59'13" S44'42'44"E 9.19' FACILITY OR EXPANSION THEREOF". i
i
L3 SO'16'52"W 12.28 C3 9.00, 14.14' 90°00'47" N45'17'16"E 12.73' 5. LOTS 1, 8, 15, 16, 17, 22, 27, 28, AND 57, BLOCK 2 ARE DESIGNATED AS A COMMON
L4 S55'04b5"W 18.56 C4 1737.50' 129.37' 4'15'S8" S2'40'21"E 129.34' LOTS AND SHALL BE OWNED AND MAINTAINED BY THE APEX NORTHWEST HOMEOWNER'S
ASSOCIATION. THESE COMMON LOTS ARE SUBJECT TO A BLANKET EASEMENT FOR PUBLIC
L5 N73'41'32"W 17.04 C5 79.50' 36.72' 26'27'39" S7'14'20"W 36.39' UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION.
L6 NO'16'52"E 6.80 C6 29.50' 24.11' 46'50'08" S43'53'13"W 23.45' 6. LOTS 16 AND 28, BLOCK 2 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES
TO PROVIDE ACCESS FOR THE RESIDENTIAL LOTS ADJACENT TO THESE LOTS. THE COMMON
L7 N4442'54"W 13.43 C7 379.50' 152.27' 22'59'22" S78'47'58"W 151.25' DRIVES SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
L8 N45"15'53"E 13.43 C8 379.50' 26.31' 3'58'22" N69'17'29"E 26.31' 7. ALL LOT LINES ADJACENT TO LOTS 16 AND 28, BLOCK 2 (COMMON DRIVES) ARE SUBJECT
TO A 5.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS,
L9 S40'32'55"E 14.53 C9 379.50' 125.96' 19'00'59" N80'47'09"E 125.38' HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE.
L10 NO*16'52"E 4.48 C10 240.00' 88.89' 21'13'15" S79°41'02"W 88.38' 8. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY
CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET
L11 SO'16'52"W 4.50 C11 240.00' 74.70' 17'50'01" S60'09'23"W 74.40' LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE.
L12 SO'16'52"W 3.99 C12 240.00' 61.21' 14'36'44" S43'56'01"W 61.04' 9. CITY OF MERIDIAN EASEMENT PER INSTRUMENT No. 2021------ RECORDS OF ADA
L13 S37'58'30"E 12.11 C13 240.00' 70.02' 16'42'56" S28'16'11"W 69.77 COUNTY, IDAHO.
i
10. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No.
L14 S89°42'21"E 13.20 C14 240.00' 82.17' 19'37'04" S10'06'1 1"W 81.77' 2021-__y__ OF ADA COUNTY RECORDS.
L15 S35'11,59f! 1 f 9 E 20.25 C15 30.00 11.19 21'22'24' S70'24f 1 19'E 11.13
f
11. ACHD PUBLIC RIGHT-OF-WAY EASEMENT (SIDEWALK) PER INSTRUMENT No. 2021-----__,
L16 N11*09'17"W 19.02 C16 30.00, 4.51' 8'36'49" S85'23'56"E 4.51' RECORDS OF ADA COUNTY, IDAHO.
L17 N5'42'35"W 17.00 C17 28.00' 13.53' 27'40'37" N76'27'20"E 13.39' 12. A PORTION OF LOTS 1, 8, 9, 21, 22, 23 AND 57 BLOCK 2, ARE SERVIENT TO AND CONTAIN
THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT
L18 N45'17'16"E 12.73 C18 28.00' 13.51' 27'39'04" S75'52'49"E 13.38' CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED
ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA
L19 S39'31'00"E 11.71 C19 28.00' 24.46' 50'03'04" N65'16'07"E 23.69' COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE
"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM
L20 N45'17'17"E 15.56 C20 28.00' 19.53' 39'57'42" N20'15'44"E 19.14' ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER
EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE
C21 28.00' 19.51' 39'54'57" N19'40'36"W 19.11' SYSTEM.
C22 28.00' 24.47' 50*04'16" N64'40'13"W 23.70' 13. ALL LOTS IN BLOCK 2 OF THIS SUBDIVISION ARE SUBJECT TO THE COVENANTS, CONDITIONS
AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY RECORDERS'S
C23 28.00' 13.53 27°40'37" N76'27'20'E 13.39' OFFICE, AND MAY BE AMENDED FROM TIME TO TIME.
C24 28.00' 13.51' 27'39'04" S75'52'49"E 13.38' 14. ALL LOTS IN BLOCK 1 OF THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE
C25 30.00' 15.71' 30'00'46" N75'17°15"E 15.54' SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF
COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS THAT ARE TO BE FILED FOR
C26 30.00' 15.70' 29*59'12" S74'42'44"E 15.52' RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO
TIME.
C27 28.00' 24.46' 50'03'04 S65'16I 07"W 23.69
15. IN ACCORDANCE WITH THE MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS '
C28 28.00' 19.53' 39'57'42" S20'15'44"W 19.14' AND EASEMENTS (SEE NOTE 14) ALL LOTS IN BLOCK 1 OF THIS SUBDIVISION SHALL PROVIDE
RECIPROCAL CROSS-ACCESS FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO
C29 28.00' 19.51' 39'54'57" S19'40'36"E 19.11' AND FROM THE PUBLIC RIGHT-OF-WAYS AND TO THE UTILITY EASEMENTS AS DELINEATED
OR NOTED ON THIS PLAT.
C30 28.00' 24.47' 50*04'16 S64'40'13"E 23.70'
16. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE
C31 30.00' 15.71' 30'00'45" N75'17'15"E 15.54' THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
17. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE
RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
IRRIGATION/DRAINAGE ENTITY OR HOMEOWNER'S ASSOCIATION.
I
18. DIRECT LOT OR PARCEL ACCESS TO S. LOCUST GROVE RD., E. LAKE HAZEL RD., S. APEX
AVE., E. TARGET ST. AND S. ASPIRATION AVE. IS PROHIBITED EXCEPT FOR THOSE ACCESS
POINTS APPROVED BY THE CITY OF MERIDIAN AND ADA COUNTY HIGHWAY DISTRICT.
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12459
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Developer
Brighton -
E _NGiNEERING
9233 WEST STATE STREET
Corporation BOISE,IDAHO 83714
PHONE(208)639-6939
Meridian, Idaho kmengllp.com
FJOB NO. 20 155 SHEET 4 OF 6
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
i
i
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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Developer 9233 WEST STATE STREET
{.� BOISE,IDAHO 83714
Brighton Iton PHONE(208)639-6939
- kmengflp.com
Corpor tion
I ian, Who . HET 6 of 6
Meridian, J08:N0. 2a1SS'. SHEET