HomeMy WebLinkAboutFinal Plat P LAT O F
- APEX NORTHWEST SUBDIVISION No. 6
i
A parcel of land being all of Lots 1-2, Block 5 of Shafer View Terrace Subdivision
situated in the Northeast 1/4 of the Southwest 1/4 of Section 31 and unplatted lands
• \ situated in a portion of the Southeast 1/4 of the Northwest 1/4, the Southwest 1/4 of N
the Northeast 1/4 and the Northwest 1/4 of the Southeast 1/4 of Section 31,
0 150 300 450
Township 3 North, Range 1 East, B.M., City of Meridian, Ada County, Idaho
OD I 2025 Plan Scale: 1" = 150'
L]7 • I
\ / SHEET INDEX
416 /
SHEET 1 - SUBDIVISION MAP AND LEGEND
_ Z • SHEET 2 - DETAIL PLAT MAP
c I SHEET 3 - DETAIL PLAT MAP
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> •° _ Unplatted CENTER 1/4 CORNER L28 \.,� �0. SHEET 4 - DETAIL PLAT MAP, NOTES, LINE AND CURVE TABLES
v • SECTION 31 l Unplatted SHEET 4 - CERTIFICATE OF OWNERS
FOUND 5/8" REBAR • • SHEET 5 - CERTIFICATES AND APPROVALS
PER CP&F No. 2022-101931
CENTER-EAST 1/16 CORNER
L20 L22 �' O8 O6 �.9 SECTION 31
L19 N89.57'15"E 687.00' • L21 • L23 • 9 BLOCK 18 FOUND 5/8" REBAR PER REFERENCES
E. Quartz •- • `�18 N89 57'15"E 1319.16' Cl L26 N89'57'56"E 1300.68' CP&F No. 202_--_—__—
O S89'57 15 W 538.50 L17 — — — — — — O — — 5 — — — — O R1. RECORD OF SURVEY No. 7783, RECORDS OF ADA COUNTY, IDAHO.
Creek St. \ E. Quartz Creek St. tih i •l�
�16 �. 2 e. 4 O R2. RECORD OF SURVEY No. 5049, RECORDS OF ADA COUNTY, IDAHO.
CENTER-WEST 1/16 CORNER \ • O�� �PJ . 10
O •��j• R3. RECORD OF SURVEY No. 14520, RECORDS OF ADA COUNTY, IDAHO.
SECTION 31 �� O • �pC' ea �s •
FOUND 5/8" REBAR L24
L15 1 a �� ��
PER CP&F No. 202-------- 10 t7'�a O d°0s� 2 L32 1 R4. PLAT OF SHA ,E RECORDS VIEWTERRACE
ADA COUNTY, IDAHO.
BOO OK 128, PAGES
R5. PLAT OF SHAFER VIEW ESTATES, BOOK 84, PAGES 9403-9404,
J,
BLOC 19 S RECORDS OF ADA COUNTY, IDAHO.
K O3 FA >; G�
I ,\ BLOCK 14 6, O 39 38 � 9�S0 P�y R6. PLAT OF APEX RECORDS SOFS ADA ICOUNTY,VISION oIDAHO.
BOOK 1___, PAGES
Shafer View Terrace _--_ ---_
Subdivision �� /� 5 \aJ O~ 30 R7. PLAT OF APEX NORTHWEST SUBDIVISION No. 5, BOOK 1__, PAGES
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`O 8 l 9Lto Q 41 37 ---------• RECORDS OF ADA COUNTY, IDAHO.
BLOCK 10
37
G G riff 8 35 16
43 BLOCK 17 ti� 17 21 LEGEND
o � I 34 L�-
O7 l 44 a�IR ��0 18 z 1 S FOUND ALUMINUM CAP AS NOTED
O33 �JC� 19 O FOUND ALUMINUM CAP MARKED PLS 11463"
00 0 45
o r7 32 20 O FOUND 5�8-INCH REBAR, WITH PLASTIC CAP
L7 ' 30 1� 4 MARKED ALB 12459", UNLESS NOTED OTHERWISE
SET 5/8" REBAR WITH PLASTIC CAP MARKED
L5 O Ln
w I N 22 �+� ¢'o� "ALB 12459"
2
Or- � 29 tr �• O FOUND 1/2" REBAR WITH PLASTIC CAP MARKED
3 o Cy- 23 `lam `JO \per QJ "ALB 12459", UNLESS NOTED OTHERWISE
Z l lot-
SET 1/2" REBAR WITH PLASTIC CAP MARKED "ALB
Shafer View Estates 1< PLS 12459"
D 24 �� Sao
ON O ��` CALCULATED POINT, NOTHING FOUND OR SET
LOT NUMBER
27 26
BLOCK 17 O 7O EXISTING LOT NUMBER
Z O4 I 10 SUBDIVISION BOUNDARY LINE
I 30
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BLOCK 14 O O O O 11 LOT LINE
SECTION LINE
0 0
� C3 15 ADJACENT LOT LINE
N O3 I W. Infinity St. L34 O O C5 14 — ROAD CENTERLINE
C4 O 13 — — — — — — — — - EASEMENT LINE
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23 22 21 20 19 18 17 16 /���L1/���_Ll%L/LJ
Yl� ACHD EASEMENT (SEE NOTE 13)
BLOCK 11 J 12
Shafer View Estates O O O SOUTHEAST 1/16 CORNER
r, N89'42'21"W 488.38 SECTION 31
M 11 10 O Os LO O Apex Northwest 1 FOUND 5/8" REBAR PER
J Subdivision No. 4 CP&F No. 2024-062234
L1 N89'53'38"W 1310.74'
BASIS OF BEARING
POINT OF BEGINNING
CENTER-SOUTH 1/16 CORNER
SECTION 31
FOUND ALUMINUM CAP
CP&F No. 2024-015877 \ONpL LAND S
\STE G
SURVEY NARRATIVE O
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN a 12459
HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS,
SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD ,9 F
SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS q 0f PQ
FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES ON B N\-
LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF RECORD E N G I N E E R I N G
WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. ? • 1 t- jp9T
DEVELOPER 5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
Brighton Corporation PHONE
kmengl)6396939
kmengllp.com
MERIDIAN, IDAHO
FBO. 24-164 SHEET 1 OF 6
PLAT OF
APEX NORTHWEST SUBDIVISION No. 6 r - - See Sheet
0 60 120 180
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5725 NORTH DISCOVERY WAY
\ \ \\ Brighton Corporation PHONE(08)6 9-6939
\ \ \ MERIDIAN, IDAHO kmengllp.com
L1
10B NO. 24-164 SHEET 2 OF 6
PLAT OF
APEX NORTHWEST SUBDIVISION No. 6
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ACHD PERMANENT
EASEMENT PER INST. \ \ GP5 Q\Q
No. ----- • L2$ • 9��O\
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Unplatted 20' (SEE 7 0 \ \ 0 60 120 180
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12459
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BA��P � ENGINEERING
3 • I Z.'�� 5725 NORTH DISCOVERY WAY
DEVELOPER BOISE,IDAHO83713
PHONE(208)639-6939
Brighton Corporation kmenglip.com
MERIDIAN, IDAHO
JOB NO. 24-164 TSHEET 3 OF 6
PLAT OF
z APEX NORTHWEST SUBDIVISION No. 6
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WATER EASEMENT z .
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S89'57'15"W 450.61'
�a'O� CENTER-WEST 1/16 CORNER E. Quartz Creek St. \ �Lo E. Quartz Creek St.
SECTION 31 L1 C8
_Q�5 FOUND 5/8" REBAR 6
PER CP&F No. 202--------
� \ 164.27' \ � 214.51'
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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. �\ / / LINE TABLE LINE TABLE
2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN >> / LINE BEARING DISTANCE LINE BEARING DISTANCE
IN EFFECT AT THE TIME OF RESUBDIVISION.
L1 N89'51'44"W 129.78' L28 N79'27'21"E 30.02'
3. IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE-KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE \ ee
SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE \�Sr L2 N23'55'33"W 171.16' L29 S49'28'27"W 110.20'
OBLIGATED FOR ASSESSMENTS FROM BOISE-KUNA IRRIGATION DISTRICT.
� See L3 N14'41'01"W 193.75' L30 S45'29'39'�E 54.05'
4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO
AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE L4 N31'15'14"W 114.54' L31 S47'51'19"E 54.00'
OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS
BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A L5 N89'52'31"W 23.81' L32 N42'08'41"E 25,00'
NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL L6 N7719'36"E 75.47' L33 S43'17'01"E 124.78'
FACILITY OR EXPANSION THEREOF". CURVE TABLE CURVE TABLE
L7 N75'37'04"E 27.30' L34 S17*45'17"E 60.00'
5. LOTS 37, BLOCK 10, LOT 23, BLOCK 11, LOT 2, BLOCK 14, LOTS 16, 23, 30 AND 38, BLOCK 17, LOTS 1 AND 9, CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
BLOCK 18, LOTS 5 AND 8, BLOCK 19 AND LOT 1, BLOCK 20 ARE DESIGNATED AS A COMMON LOTS AND SHALL BE L8 N06'28'52"W 151.79' L35 S00'17'39"W 120.25'
OWNED AND MAINTAINED BY THE PINNACLE HOMEOWNERS ASSOCIATION INC. THESE COMMON LOTS ARE SUBJECT TO A C1 261.50' 226.01' 49'31'13" S65'17'09"E 219.04' C25 130.00' 37.24' 16'24'49" N56'03'44"W 37.11'
BLANKET EASEMENT FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. L9 N17'26'22"W 120.33' L36 SOO*17'55"W 93.14'
C2 200.00' 89.33' 25'35'33" S59'26'57"W 88.59' C26 80.00' 125.66' 90'00'00" S87'08'41"W 113.14'
6. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, L10 N25'50'09"W 63.86' L37 N00'16'52"E 21.96'
CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. C3 260.00' 5.82' 1'17'00" N71'36'13"E 5.82' C27 6.50' 10.21' 90'00'00" S87'08'41"W 9.19'
L11 N36'41'30"W 99.39' L38 N49'28'27"E 7.54'
7. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES C4 20.00' 23.29' 66'44'01" S75'40'17"E 22.00' C28 76.50' 27.85' 20'51'35" N52'34'28"E 27.70'
CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND L12 N50'03'15"W 84.54' L39 S42'08'41"W 36.00'
LOT DRAINAGE. C5 50.00' 26.87' 30'47'31" S57'42'02"E 26.55' C29 76.50' 14.27' 10'41'19" N68'20'56"E 14.25'
L13 N55'05'59"W 124.96' L40 N44'27'00"E 23.00'
8. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC UTILITIES, HOMEOWNER'S C6 230.00' 72.45' 18'02'56" S81'16'11"W 72.15' C30 9.50' 8.58' 51*46'17" S47'48'26"W 8.29'
ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. L14 N51'46'38"W 99.63' L41 S85'31'33"E 23.33'
C7 280.00' 199.41' 40'48'18" N20'07'17"W 195.22' C31 54.33' 14.07' 14'50'21" N29'20'28"E 14.03'
9. THIS PLAT IS SUBJECT TO AN ACHD TEMPORARY LICENSE AGREEMENT PER INSTRUMENT No. 202-------- OF ADA L15 N61'36'51"W 22.99' L42 S86'56'57"E 10.31'
COUNTY RECORDS. C8 230.00' 198.79' 49'31'13" N65'17'09"W 192.66' C32 54.33' 51.95' 54'46'43" N64'09'01"E 49.99'
10. AS SHOWN HEREON, THIS PLAT IS SUBJECT TO AN EASEMENT FOR THE McBIRNEY LATERAL IN FAVOR OF BOISE C9 90.00' 75.61' 48*08'12" N66'12'47"E 73.41' C33 54.33' 51.95' 54'47'14" S61'04'01"E 50.00' L16 N66'22'04"W 78.44' L43 S89'26'07"W 8.85'
PROJECT BOARD OF CONTROL. L17 N89'57'15"E 97.45' L44 N05'08'46"W 8.85'
C10 50.00' 78.54' 90'00'00" N87'08'41"E 70.71' C34 54.33' 46.40' 48'55'36" S09'12'36"E 45.00'
11. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED L18 S00'02'45"E 18.00' L45 S73'41'35"W 13.51'
NORMAL GROUND WATER ELEVATION. C11 46.50' 25.60' 31'32'54" N57'55'08"E 25.28' C35 54.33' 60.71' 64'00'59" S47'15'42"W 57.60'
L19 S00'31'11"W 13.50' L46 S45'16'52"W 23.33'
12. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE C12 100.00' 144.29' 82*40'13" S89'11'26"E 132.09' C36 54.33' 48.31' 50'56'47" N75'15'26"W 46.74'
LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY OR HOMEOWNER'S L20 N42'32'31"E 13.30' L47 S37'57'14"E 21.01'
ASSOCIATION. C13 260.00' 17.31' 3'48'54" N74'09'10"E 17.31' C37 24.50' 12.68' 29'39'34" S64'36'49"E 12.54'
L21 N89'57'15"E 66.00' L48 NO2'51'19"W 9.19'
13. PORTIONS OF LOTS 2, 8, 9 AND 10, BLOCK 14, LOT 16, 30 AND 38, BLOCK 17 ARE SERVIENT TO AND CONTAIN THE C14 260.00' 60.66' 13'22'05" N82'44'40"E 60.52' C38 6.50' 10.21' 90'00'00" NO2'51'20"W 9.19'
ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER L22 S42'38'02"E 13.30' L49 S44'07'12"E 21.37'
PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, C15 260.00' 3.93' 0'51'57" N89'51'41"E 3.93' C39 20.00' 26.36' 75'31'21" N85'37'00"W 24.49'
OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE L23 N89'57'15"E 209.16' L50 SO4'28'27"W 23.33'
"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD C16 248.50' 60.96' 14'03'19" N06'44'47"W 60.81' C40 20.00' 5.05' 14'28'39" S49'23'00"W 5.04'
PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF L24 S40'31'33"E 27.70' L51 NOO'16'52"E 26.48'
THE STORM WATER DRAINAGE SYSTEM. C17 248.50' 116.03' 26'45'06" N27'09'00"W 114.97' C41 120.00' 39.82' 19'00'42" N51'39'02"E 39.64'
14. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE FILED FOR RECORD AT C18 198.50' 49.20' 14'12'09" N47'37'37"W 49.08' C42 120.00' 61.00' 29'07'29" N75'43'08"E 60.34' L25 N49'28'27"E 145.00' L52 S09'28'40"E 23.86'
THE ADA COUNTY RECORDERS'S OFFICE AS INSTRUMENT Nos. 2022-028701 AND 2022-065767, AND MAY BE AMENDED L26 N40'31'33"W 16.92' L53 N57'02'15"E 46.79'
FROM TIME TO TIME. C19 198.50' 122.36' 35'19'04" N72'23'13"W 120.43' C43 200.00' 12.90' 3'41'39" N88'26'49"E 12.89'
L27 N49'28'27"E 157.50'
15. CITY OF MERIDIAN SEWER EASEMENT PER INST. No. 202-------- OF ADA COUNTY, RECORDS. C20 6.50' 10.21' 90'00'00" N04'28'27"E 9.19' C44 200.00' 50.11' 14*21'16" N79'25'21"E 49.98'
16. CITY OF MERIDIAN WATER EASEMENT PER INST. No. 202-------- OF ADA COUNTY RECORDS. C21 6.50' 8.82' 77'45'00" S79'24'02"E 8.16' C45 60.00' 50.41' 48*08'12" N66'12'47"E 48.94' \oNpL LAND S
17. ACHD PERMANENT EASEMENT PER INST. No. 202-------- OF ADA COUNTY RECORDS. C22 130.00' 21.33' 9'24'01" S66'25'28"W 21.30' C46 `'
311.50' 198.52' 36'30'56" N22'16'05"W 195.18' �o, �,G\ST F G
18. ACHD PERMANENT EASEMENT PER INST. No. 202-------- OF ADA COUNTY RECORDS. C23 130.00' 50.90' 22'25'53" S82'20'25"W 50.57' C47 70.00' 101.00' 82'40'13" N89'11'26"W 92.46' Co
C24 130.00' 50.31' 22-10-30" N75'21'23"W 50.00' 12459
'9TE' �o���O ENGINEERING
9�0N L B Q`/ 572 B D S NORTH
DISCOVERY
VE WAY
?� . •ZQti7 PHONE(208)639-6939
DEVELOPER kmengllp.com
Brighton Corporation
MERIDIAN, IDAHO JOB NO. 24-164 SHEET 4OF6
PLAT OF
APEX NORTHWEST SUBDIVISION No. 6
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 ALL OF LOTS 1-2, BLOCK 5 OF SHAFER VIEW TERRACE SUBDIVISION (BOOK 128 OF PLATS AT PAGE
20722, RECORDS OF ADA COUNTY, IDAHO) SITUATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 31 AND
UNPLATTED LANDS SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 AND THE NORTHWEST 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:
BEGINNING AT AN ALUMINUM CAP MARKING THE CENTER-SOUTH 1/16 CORNER OF SAID SECTION 31 WHICH BEARS N89'53'38"W A
DISTANCE OF 1,310.74 FEET FROM A 5/8-INCH REBAR MARKING THE SOUTHEAST 1/16 CORNER OF SAID SECTION 31, THENCE
FOLLOWING THE SOUTHERLY LINE OF THE NORTHEAST 1/4 OF SAID SOUTHWEST 1/4 OF SAID SECTION 31 AND THE SUBDIVISION
BOUNDARY OF SAID SHAFER VIEW TERRACE SUBDIVISION, N89'51'44"W A DISTANCE OF 129.78 FEET TO AN ALUMINUM CAP;
THENCE LEAVING SAID SOUTHERLY LINE AND FOLLOWING SAID SUBDIVISION BOUNDARY THE FOLLOWING FIVE (5) COURSES:
1. N23'55'33"W A DISTANCE OF 171.16 FEET TO AN ALUMINUM CAP;
2. N16'35'10"W A DISTANCE OF 254.88 FEET TO AN ALUMINUM CAP;
3. N14'41'01"W A DISTANCE OF 193.75 FEET TO AN ALUMINUM CAP;
4. N31'15'14"W A DISTANCE OF 114.54 FEET TO AN ALUMINUM CAP; ACKNOWLEDGMENT
5. N89'52'31"W A DISTANCE OF 23.81 FEET TO AN ALUMINUM CAP; STATE OF IDAHO
THENCE LEAVING SAID SUBDIVISION BOUNDARY AND FOLLOWING THE BOUNDARY OF LOT 2, BLOCK 5 OF SAID SHAFER VIEW SS
TERRACE SUBDIVISION THE FOLLOWING ELEVEN (11) COURSES: ADA COUNTY )
1. N77'19'36"E A DISTANCE OF 75.47 FEET TO AN ALUMINUM CAP;
2. N75'37'04"E A DISTANCE OF 27.30 FEET TO AN ALUMINUM CAP; THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2024, BY ROBERT L. PHILLIPS, AS
3. N06'28'52"W A DISTANCE OF 151.79 FEET TO AN ALUMINUM CAP; PRESIDENT OF SMITH BRIGHTON, INC.
4. N17'26'22"W A DISTANCE OF 120.33 FEET TO AN ALUMINUM CAP;
5. N25'50'09"W A DISTANCE OF 63.86 FEET TO AN ALUMINUM CAP 5/8-INCH REBAR;
6. N36'41'30"W A DISTANCE OF 99.39 FEET TO AN ALUMINUM CAP;
7. N50'03'15"W A DISTANCE OF 84.54 FEET TO AN ALUMINUM CAP;
8. N55'05'59"W A DISTANCE OF 124.96 FEET TO AN ALUMINUM CAP; SIGNATURE OF NOTARY PUBLIC
9. N51'46'38"W A DISTANCE OF 99.63 FEET TO AN ALUMINUM CAP;
10. N61'36'51"W A DISTANCE OF 22.99 FEET TO AN ALUMINUM CAP;
11. N66'22'04"W A DISTANCE OF 78.44 FEET TO AN ALUMINUM CAP ON THE NORTHERLY LINE OF THE SOUTHWEST 1/4 OF SAID MY COMMISSION EXPIRES
SECTION 31 AND BEING ON THE NORTHERLY SUBDIVISION BOUNDARY OF SAID SHAFER VIEW TERRACE SUBDIVISION;
THENCE LEAVING THE BOUNDARY OF SAID LOT 2, BLOCK 5 AND FOLLOWING THE SAID NORTHERLY LINE OF THE SOUTHWEST 1/4
AND SAID NORTHERLY SUBDIVISION BOUNDARY, N89'57'15"E A DISTANCE OF 8.81 FEET TO A 5/8-INCH REBAR;
THENCE LEAVING SAID NORTHERLY LINE OF THE SOUTHWEST 1/4 AND THE NORTHERLY SUBDIVISION BOUNDARY, N00'02'45"W A
DISTANCE OF 18.00 FEET TO A 5/8-INCH REBAR;
THENCE S89'57'15"W A DISTANCE OF 538.50 FEET TO A 5/8-INCH REBAR ON THE WESTERLY LINE OF THE SOUTHEAST 1/4 OF
THE NORTHWEST 1/4 OF SAID SECTION 31;
THENCE FOLLOWING SAID WESTERLY LINE, N00'31'11"E A DISTANCE OF 13.50 FEET TO A 5/8-INCH REBAR;
THENCE LEAVING SAID WESTERLY LINE, N89'57'15"E A DISTANCE OF 687.00 FEET TO A 5/8-INCH REBAR;
THENCE N42'32'31"E A DISTANCE OF 13.30 FEET TO A 5/8-INCH REBAR;
THENCE N89'57'15"E A DISTANCE OF 66.00 FEET TO A 5/8-INCH REBAR;
THENCE S42'38'02"E A DISTANCE OF 13.30 FEET TO A 5/8-INCH REBAR;
THENCE N89'57'15"E A DISTANCE OF 209.16 FEET TO A 5/8-INCH REBAR;
THENCE 226.01 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 261.50 FEET, A DELTA
ANGLE OF 49'31'13", A CHORD BEARING OF S65'17'09"E AND A CHORD DISTANCE OF 219.04 FEET TO A 5/8-INCH REBAR;
THENCE S40'31'33"E A DISTANCE OF 27.70 FEET TO A 5/8-INCH REBAR;
THENCE N49'28'27"E A DISTANCE OF 145.00 FEET TO A 5/8-INCH REBAR;
THENCE N40'31'33"W A DISTANCE OF 16.92 FEET TO A 5/8-INCH REBAR;
THENCE N49'28'27"E A DISTANCE OF 157.50 FEET TO A 5/8-INCH REBAR;
THENCE N79'27'21"E A DISTANCE OF 30.02 FEET TO A 5/8-INCH REBAR;
THENCE N49'28'27"E A DISTANCE OF 110.20 FEET TO A 5/8-INCH REBAR;
THENCE S40'31'33"E A DISTANCE OF 291.91 FEET TO A 5/8-INCH REBAR;
THENCE S45'29'39"E A DISTANCE OF 54.05 FEET TO A 5/8-INCH REBAR;
THENCE S47'51'19"E A DISTANCE OF 54.00 FEET TO A 5/8-INCH REBAR;
THENCE N42'08'41"E A DISTANCE OF 25.00 FEET TO A 5/8-INCH REBAR; CERTIFICATE OF SURVEYOR
THENCE S47'51'19"E A DISTANCE OF 503.00 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF APEX NORTHWEST
SUBDIVISION NO. 5; I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR
THENCE FOLLOWING SAID SUBDIVISION BOUNDARY THE FOLLOWING EIGHT (8) COURSES: LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF APEX NORTHWEST SUBDIVISION No. 6 AS
1. S42'08'41"W A DISTANCE OF 689.77 FEET TO A 5/8-INCH REBAR; DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN
2. S43'17'01"E A DISTANCE OF 124.78 FEET TO A 5/8-INCH REBAR; FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY
3. 89.33 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 200.00 FEET, A DELTA ANGLE REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
OF 25'35'33", A CHORD BEARING OF S59'26'57"W AND A CHORD DISTANCE OF 88.59 FEET TO A 5/8-INCH REBAR; RELATING TO PLATS AND SURVEYS.
4. S17'45'17"E A DISTANCE OF 60.00 FEET TO A 5/8-INCH REBAR;
5. 5.82 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 260.00 FEET, A DELTA ANGLE OF
01'17'00", A CHORD BEARING OF N71'36'13"E AND A CHORD DISTANCE OF 5.82 FEET TO A 5/8-INCH REBAR;
6. 23.29 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A DELTA ANGLE OF NPL LAHO
66'44'01", A CHORD BEARING OF S75'40'17"E AND A CHORD DISTANCE OF 22.00 FEET TO A 5/8-INCH REBAR; ��0 SG
7. 26.87 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 50.00 FEET, A DELTA ANGLE OF oa, g\ST
F S57*42'02"E AND A
OF 26.55 FEET TO A
8. SOO'17'39"W A CHORD BEARING
ROF 1020.25 FEET TO A 5/8-INCH REBAR ONSUBDIVISION BOUNDARY 5/8-INCH
APEX AARON L. BALLARD, P.L.S. 12459
SUBDIVISION NO. 4; 12459
THENCE LEAVING SAID SUBDIVISION BOUNDARY OF APEX NORTHWEST SUBDIVISION NO. 5 AND FOLLOWING SAID SUBDIVISION s �o
BOUNDARY OF APEX NORTHWEST NO. 4 THE FOLLOWING TWO (2) COURSES: �q7 Q
9
1. N89'42'21"W A DISTANCE OF 488.38 FEET TO A 5/8-INCH REBAR; 9,Q F OF
2. S00'17'55"W A DISTANCE OF 93.14 FEET TO THE POINT OF BEGINNING. L. B N
SAID DESCRIPTION CONTAINS A TOTAL OF 29.114 ACRES, MORE OR LESS. 3• �Z-w2l
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.
Im,
E N G I N E E R I N G
ROBERT L. PHILLIPS, PRESIDENT DEVELOPER 5725 NORTH DISCOVERY WAY
SMITH BRIGHTON, INC. BOISE,IDAHO 83713
PHONE(208)639-6939
Brighton Corporation kmengllp.com
MERIDIAN, IDAHO
JOB NO. 24-164 SHEET 5 OF 6
PLAT OF
APEX NORTHWEST SUBDIVISION No. 6
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF ADA COUNTY TREASURER
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 IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30)
DAYS ONLY.
PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
COUNTY TREASURER DATE
APPROVAL OF MERIDIAN CITY ENGINEER
THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20J BY
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
SS
ADA COUNTY
I HEREBY CERTIFY THAT THIS PLAT OF APEX NORTHWEST SUBDIVISION No. 4 WAS FILED AT
THE REQUEST OF AT MINUTES PAST O'CLOCK .M.,
CITY ENGINEER THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS
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
DAY OF A.D. 20J THIS PLAT WAS DULY ACCEPTED AND APPROVED.
FEE:
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.
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.
\�NNL LA/Vo S
12459
s� �o
HEALTH OFFICER DATE: 99 qTF OF SOP �Q
B A�
3 •tz• T.o17
E N G I N E E R I N G
DEVELOPER 5725 NORTH DISCOVERY WAY
BOISE,IDAHO 83713
PHONE(208)639-6939
Brighton Corporation kmengllp.com
MERIDIAN, IDAHO
JOB NO. 24-164 SHEET 6 OF 6