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CC - Final Plat FOUND BRASS CAP Plat of NORTHWEST CORNER SECTION 5 PER CP&F No. 2015-011236 Apex Southeast Subdivision No. 2 0 100 200 300 A parcel of land situated in a portion of Government Lot 4 and M 311[32 E. Lake Hazel Rd. the Southwest 1/4 of the Northwest 1/4 of Section 5, Plan Scale: 1" = 100' 6 5 Township 2 North, Range 1 East, B.M., City of Meridian, Ada County, Idaho 2021 Sheet Index SHEET 1 — OVERALL SUBDIVISION MAP > 10 12 < >19 <0) 1,31 11 1 BLOCK 7 13 14 15 16 17 a) C 18 17 16 15 11 BLOCK 3 SHEET 2 — DETAIL PLAT MAP "a Apex Southeast 4-J 11 18 0 Ln 19 12 SHEET 3 — DETAIL PLAT MAP AND LINE/CURVE TABLES N89"53'42"E 4il.00, Subdivision No. 1 N89*53'42"E 418.00' U SHEET 4 — CERTIFICATE OF OWNERS AND CURVE TABLES o 25 S00*04'35"E 10 NOO*01 '43"W Vi 26 SHEET 5 — CERTIFICATES AND APPROVALS fBLOCK 5 ' 4 120.00' 120.00 119 26 30 BLOCK 7 24 2 3 R) 205 Legend FOUND BRASS CAP AS NOTED 0) 0 E. Spire St. 0 C; 6 FOUND 5/8" REBAR MARKED "ALB 12459" 00 001 UNLESS NOTED OTHERWISE FOUND 1/2" REBAR MARKED "ALB 12459" 00 00 0 UNLESS NOTED OTHERWISE :r2 C)co @ @ -0 co 4 2 1 1 2 3 4 T-- r 0 Q0 G) a; 0 0 > 0 0 SET 5/8" REBAR WITH PLASTIC CAP I > < 0 < MARKED "ALB 12459" 0 N8905342"E 478.54' Z E. Bingley St. C SET 1/2" REBAR WITH PLASTIC CAP -a • BLOCK 8 > C3 MARKED "ALB 12459" < U [ 15 0 SET BRASS PLUG (WITH MAGNETIC INSERT) 32 M 15 BLOCK 3 b @ 0 MARKED "ALB 12459" V) vi CL CALCULATED POINT, NOTHING FOUND OR SET 0 33 14 LOT NUMBER E. Ambition St. S. Capstone Ave. 14 ADJACENT PLATTED LOT NUMBER G) 7SUBDIVISION BOUNDARY LINE S89*58'1 7"W 175.00' LOT LINE 0 S89*42'54"W 37 '0 66.91 ' 4 ADJACENT LOT LINE 0') S S89' 2 > > 0 < &- G) Ln 35 ROAD CENTERLINE (D CV C14 - - -a N00*011 '43"W 4� LO (n (1) 105.92' S89*5342"W 430.00' =5 BLOCK 11 (1) U 4-1 -L0 V) — — — — —— —— EASEMENT LINE 20 17 16 15 14 o Unplatted (A 0 ACHD EASEMENT (SEE NOTE 16) Z 0 4 18 -------------- S89*55'25"'W References E. Adler Hof St. • 115.00' ;;.# LINE TABLE R1. PLAT OF APEX SOUTHEAST SUBDIVISION No. 1, BOOK OF PLATS S S S00*04'35"E LINE BEARING DISTANCE AT PAGES ------------ RECORDS OF ADA COUNTY, IDAHO 89*55'25 • 50.09'W 180.00' Ll N89*55'25"E 40.50 R1. RECORD OF SURVEY No. 7782, RECORDS OF ADA COUNTY, IDAHO. L2 S89*53'42"W 19.1223 R2. RECORD OF SURVEY No. 7783, RECORDS OF ADA COUNTY, IDAHO, L3 S89-53'42-W 1 18.20 — R3. RECORD OF SURVEY No. 5049, RECORDS OF ADA COUNTY, IDAHO. 24 Unplatted CURVE TABLE 0 4 CURVE RADIUS LENGTH DELTA CHORD BRG CHORD > r-- Survey Narrative C1 20.00' 25.38' 72*43'13" N53*44'41"W 23.71' THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE ' SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN IBLOCK 12 LO THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. 26 cli MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF 0 b RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. C"V) @ G) ice- @) O7 L LAtj,0 '0 8 \STE Z Of (0 < 7 bi CL 12459 N Ll S89*53'42"W 942"W M - -* (TIE) 137.29' QQ Q9, 0 - POINT *22'119W"OINT O F S74 OF BEGINNING 60.01 ' Cn 0 00 0 VP ENGINEERING Developer 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 6 Brighton PHONE(208)639-6939 POINT OF COMMENCEMENT kmenglip.com FOUND BRASS CAP Corporation 5 WEST 1/4 CORNER SECTION 5 PER CP&F No. 9059887 Meridian, Idaho JOB NO. 21-021 SHEET 10 1 1 FT7 i i Plat of Apex southeast Subdivision No. 2 0 50 100 150 I Plan Scale: 1" = 50' 31 32 E. Lake Hazel Rd. FOUND BRASS CAP 5 NORTHWEST CORNER SECTION 5 PER CP&F No. 2015-011236 i i I 1 CURVE TABLE CURVE TABLE N?5u-:) 42"E 431.00' CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD O 23.00' 145.00' 35.00' 54.00' 54.00' 60.00' 60.00' C1 20.00' 25.38' 72*43'13" N53'44'41"W 23.71' C26 80.00' 29.58' 21'10'59" S35'53'58"W 29.41' o o C2 80.00' 22.33' 15'59'26" S8'04'18"E 22.25' C27 80.00' 40.43' 28*57'18" S60'58'06"W 40.00' 0 25 0 C3 50.00' 78.51' 89*58'17" S44'54'33"W 70.69' C28 80.00' 20.17' 14'26'56" S82'40'14"W 20.12' LO °'` 1 589°53'42"W tr C4 50.00' 78.56' 90'01'43" S45'05'27"E 70.73' C29 6.50' 10.21' 89*58'17" N44'54'33"E 9.19' in it) in in M 120.00' `w 25.00' 23 0 N 22 0 6 21 0 Q 20 0 Q 19 c C5 50.00' 78.51' 89°58'17" S44'54'33"W 70.69' C30 6.50' 10.21' 90'01'43" N45'05'27"W 9.19' O O N C7 �N N N C " " > r > 0 w a a o `- C6 50.00' 14.18 16'15 14 S8'12'13 E 14.14 C31 80.00 20.25' 14'30 22" S82'51'07"E 20.20' o 1 0 0 26 0 0 to cn cn for r rr r l 0 ,n o n U C7 50.00' 78.47 89'55'25 N44'56'00'E 70.66' C32 80.00' 35.31 25'17'12" S62'57'20"E 35.02' 1 N S89°53'42"W 24 0 (0 C8 50.00' 78.61' 90'04'35" N45'04'00"W 70.76' C33 80.00' 25.43' 18'12'36" S41'12'27"E 25.32' o c') S58° 5'30"E 1 120.00 !j 0 4 50 C9 80.00' 33.21' 23*47'12" N78'12'42"W 32.97' C34 80.00' 44.72' 32'01'33" S16'05'22"E 44.14' LO a BLOCK 7 to a 9 G40 34.04'_ 54.OQ'� 6a.00' 40.88' L2 �r 0 G3. O C10 80.00' 20.20' 14*28*08" N59'05'02"W 20.15' C35 16.50' 25.92' 90'00'00" N45'04'35"W 23.33' � In 27 p o ✓ 0 C11 80.00' 26.96' 19'18'32" N42'11'42"W 26.83' C36 16.50' 25.92' 90'00b0" N44'55'25"E 23.33' N � r » 0 � r rr � r r I z S89°53 42 W (on �� _ S89'53 42 W 188.92> _ O C12 80.00' 37.28' 26'41'47' r N19'11'33"W 36.94' C37 80.00 44.66' 31'59 06' r S15'54'57"W 44.08' 1 120.00' ' '" 1 3a �� E. Spire St. p C13 80.00' 8.12' 5'48'56" N2'56'11"W 8.12' C38 80.00' 25.46' 18'14'08" S41'01'34W 25.35' 0 S58°Q5'30"E / pi ,,� l o 28 14.32' 0 C14 80.00' 1.89' 1'21'22" N0'38'58"E 1.89' C39 80.00' 35.33' 25'18'08" S62'47'42"W 35.04' 1 n C15 80.00 43.47 31' '0751" N16' ' " ' ' ' ' " ' 5334E 42.93 C40 80.00 20.17 14'2656 S82'4014" ' W 20.12 t t - �56.92'. - - -66.00'�- - -66.00' ' '� - � � � S89°53'42"W l 30' 30' t' C41 C16 80.00' 26.94' 19'17'39" N42'06'19"E 26.81' C41 20.00' 3.09' 8'50'55" S85'28'14"W 3.09' 1 100.00' I 1 !� C17 80.00' 20.44' 14'38'27" N59'04'22"E 20.39' C42 20.00' 28.32' 81'07'22" S40'29'06"W 26.01' i� 00 l 0 29 0 0 1 !� !-il w r C18 80.00' 32.81' 23'30'06" N78'08'39"E 32.59' C43 20.00' 28.44' 81'28'06" S40'48'39"E 26.10' 0 0 0 1 - 0 °20 °0 0 0 0 " - I� 0 0 0 C19 6.50' 10.20' 89'55'25 S44'56'00"W 9.19' C44 20.00' 2.99' 8'33'37 S85'49'30"E 2.99' lo � o 0 0 � � �� 1 S89°52'33"W w l i a L7 cv o N �, C20 6.50' 10.22' 90'04'35" N45'04'00"W 9.20' C45 6.50' 10.21' 90'00'00" N44'53'42"E 9.19' 120.00' 3.53' in 1 0 0 0 S 1 14.96' G0 M 1 �� C21 6.50' 10.21' 89*58'17" S44'54'33,>W 9.19' C46 6.50' 10.21' 90'00 00 S45'06'18"E 9.19 - _ w ;= o � 0 0 la C22 6.50' 10.21' 90'01'43" N45'05 27"W 9.19 C47 20.00' 2.58' 7'23'05" N86'12 09'E 2.58' ¢ o o > I 1c©1 C23 20.00' 25.26' 72'21'52" S53'42'46"W 23.61' C48 20.00' 28.81' 82'32'20" N41'14'27"E 26.38' S89°55'25"W 213.50' 0 S89°53'42"W S89°53'42"W S89°53'42"W p � C24 20.00' 6.15' 17'36'25" S8'43'37"W 6.12' C49 20.00' 29.13' 8327'44" N41'45'35"W 26.63' 0 0 60.00' 66.00 66.00 0 o E. Bingley St. N C25 80.00' 35.44' 25'23'04" S12'36'57'W 35.15' C50 20.00' 2.31' 6'36'51" N86'47'52"W 2.31' 0 � vi 1 - - - - 96- - - I w w LINE TABLE S89°53'42"W 3.47 w l I - 00 00 0 o °� 0 LINE BEARING DISTANCE l a l 10 0 0 1Q 0 0 11 0 0 L1 N89'55'25"E 40.50 0 0 l I b - G N b (N L) N l o O 0 o I Cn o voi , L2 N89'53'42"E 19.12 LO S89°53'42"W I 1 ' L3 S89'53'42"W 18.20 1 120.00' C44 L4 N35'41'29"E 19.75 1 w 57.02'_ 66.00', - - - 66.00', - L5 N35'50'40"W 19.75 3 S57°53'51"W l LO 14.36' l S89°53'42"W L6 S89°53'42"W 249.98' _ l 120.00' Li Cud,. - - 0 BLOCK it LO 0 E. Ambition St. l O 0 O 0 0 �c`32 1 `O o `c' Uj C31 33.96' 54.00'- -60.00'- 60.00' - S89°53'42"W L 5.50' 120.00' w Q o C30 LO 00 0 5 o ?-� w w w w 1 -0f 0 o 0 Ln in ^0BLOCK 11 '0 ;n 1 O LO 0 Ln M LO M o O to O O c�O 6y I S89°53'42"W U) 25.00' o N 9 0 10 O a 11 0 0 12 0 oN I _ 0 T 0 0 ,- 0 0 ,- N � l 120.00' � O 0 O o 1 \�NNL LAND S U- rn ' l 0 0 / 1 £ ���5 ' p o ,' N 'n l 0 0 1 / o 1 I 12459 m o 0 1 S89°53'42"W O S89'53'42"W S89°53'42"W S89°53'42"W S89'53'42"W z 0T 145.00' 54.00' 54.00' 60.00' 60.00' I 9q�9TF OF �°N c. a P\- 1CM `�P See Sheet 3 q-q-Z0t4 E N G I N E E R I N G Developer 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Brighton PHONE(208)639-6939 kmengllp.com Corporation Meridian, Idaho SOB NO. 21-021 SHEET 2 OF 6 Plat of Apex southeast subdivision No. 2 0 ## ### ### Plan Scale: 1" =##' [ NOTES Q N .- m M [ See Sheet 2 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING w [ REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. ,`n N M [ 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS Q OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. 41 m 0 o I S89°53'42"W S89°53'42"W S89°53'42"W S89°53'42"W S89°53'42"W 3. IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE-KUNA IRRIGATION DISTRICT IN z p 145.00' G) 54.00' 54.00' 60.00' 60.00' 13 COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION z [ 1 WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE-KUNA IRRIGATION DISTRICT. 0 19 o BLOCK 11 [ 0 c� It N 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM w w w w ACT, WHICH STATES: NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION S89°53'42"W 25.00' -�n THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED � i� , 0 0 M 0 , 01 CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS w 120.00' w 17 0 16 r a 15 0 14 o[ BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR [ L 0 N °0u N N o N[ EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE 0 � 0 0 0 0 �t PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE 0 w /V) V 0 U) I IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL [ CDLO to _CO j I v FACILITY OR EXPANSION THEREOF", [ 0 j C29 [ 5. LOTS 24, 31, 37 AND 42, BLOCK 3, LOTS 23 AND 30, BLOCK 7, LOTS 8 AND 15, BLOCK [ S89°53'42 W 0 l 5.5u' [ 8, LOTS 8 AND 15, BLOCK 9, LOT 1, BLOCK '10, LOTS 1, 8 AND 13, BLOCK 11 AND LOTS [ 120.00' w 18 N C28 34.04' S4.00' 60.00' 60.00' - 1 AND 8, BLOCK 12 ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND - _ - MAINTAINED BY THE OPERATOR, OR ASSIGNS. THESE COMMON LOTS ARE SUBJECT TO A 0 0 G2� BLANKET EASEMENT FOR PUBLIC UTILITIES. ( � 21 0 6. LOT 25, BLOCK 3, LOT 36, BLOCK 3, LOT 24, BLOCK 7, LOT 7, BLOCK 11 AND LOT 18, I `-) o `� co, ,,�, S89°53'42"W 250.02' BLOCK 11 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE C�' `�'�� T cn - ACCESS FOR LOTS 26 AND 27, BLOCK 3, LOTS 34 AND 35, BLOCK 3, LOTS 25-27, BLOCK 0 S89°53 42 W G� E. Adler Hof St. 7, LOTS 4-6, BLOCK 11 AND LOTS 19-21, BLOCK 11, RESPECTIVELY. SAID 6. LOT 25, rn 120.00' C22 BLOCK 3, LOT 36, BLOCK 3, LOT 24, BLOCK 7, LOT 7, BLOCK 11 AND LOT 18, BLOCK 11 r „ ! SHALL BE OWNED BY THE APEX SOUTHEAST HOMEOWNER'S ASSOCIATION, INC., OR ASSIGNS, S64°41 31 E Ln AND THE OWNERS OF THE LOTS THAT BENEFIT FROM THE COMMON DRIVES SHALL MAINTAIN, 0 98.55' <( { G`L� S89°55'25"W 213.51'_ 120.00, 7.56' REPAIR AND/OR REPLACE SAID COMMON DRIVES AT THEIR OWN COST AND EXPENSE. SAID 6. LO 30' 30' • LOT 25, BLOCK 3, LOT 36, BLOCK 3, LOT 24, BLOCK 7, LOT 7, BLOCK 11 AND LOT 18, `n 16.04' • C24 119.06' S89055'25"W 180.00' BLOCK 11 ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HOMEOWNER'S S89°53'42"W ASSOCIATION PRESSURIZED IRRIGATION. i 120.00' 10 C>O o 7. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00 FOOT WIDE � o EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S o 23 0 C° ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. [ `d- O [ [ S89°55'25"W 8. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY [ I AND ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, [S89°53'42"W 120.00' HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. [ I [ 120.00' 9. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC [ I o o UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. [ 0 24 o CO v C° 10. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No. �t 1 1 2021------- OF ADA COUNTY RECORDS. `n `n[ [ S89 '"W 11. ACHD PUBLIC RIGHT-OF-WAY EASEMENT (SIDEWALK) PER INSTRUMENT No. 2021-------, S89°53 42 W 120.0020.00 RECORDS OF ADA COUNTY, IDAHO. i [ 120.00' [ Unplatted 12. AS SHOWN HEREON, A PORTION OF LOT 1, BLOCK 2 AND LOT 1, BLOCK 3 ARE SUBJECT TO [ 0 0 0 c? G) Q 0 A 75.00 FOOT WIDE EASEMENT IN FAVOR OF WILLIAMS PIPELINE CO. > c° `o 0 13. DIRECT LOT OR PARCEL ACCESS TO S. LOCUST GROVE RD. AND E. LAKE HAZEL RD. IS `0 L �( Q , PROHIBITED EXCEPT FOR THOSE ACCESS POINTS APPROVED BY THE CITY OF MERIDIAN AND S89°53'42"W I w C S89°55'25"W ADA COUNTY HIGHWAY DISTRICT. I ALj 120.00' LO cu } 120.00' ;� 14. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE o N ' BLOCK 12 M THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. I a 26 0 o N 00 0 0 15. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE I d I LO o ci o RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN [ `-) I t° O L° IRRIGATION/DRAINAGE ENTITY OR HOMEOWNER'S ASSOCIATION. S89°53'42"W I S89°55'25"W 16. PORTIONS OF LOTS 1, 8, 9, 17, AND 26-28, BLOCK 11 ARE SERVIENT TO AND CONTAIN THE [ 120.00 I 120.00' ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN I FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON I [ NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, 0 27 I o 0 0 AND INCORPORATED .HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER [ 4 0) I- 0 o' EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE s I [ 0 �, DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT S89°53'42"W IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. � I S89°55'25"W 17. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE 120.00' FILED FOR RECORD AT THE ADA COUNTY RECORDERS'S OFFICE AS INSTRUMENT No. I 0 0 120.00' 2021-------- AND MAY BE AMENDED FROM TIME TO TIME. I oin I I 4 o 0 I L1 , 23.o2 120.00' I c° (TIE:) S89°53'13"W 143.0096 • 30, S89'55'25"W 7. tQ -50 n 119.09' 14.00' 'ago `� � T N 7S89-53'42"W - '` Unplatted S74°22'19"W 99.99' a 12459 60.01 ' s� �o 99 qTF OF POINT OF COMMENCEMENT e FOUND BRASS CAP �•`l'ZO Z' E N G I N E E R I N G 6WEST 1/4 CORNER SECTION 5 Developer 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PER CP&F No. 9059887 Brighton PHONE(208)639-6939 kmengllp.com Corporation Meridian, Idaho F0.B NO, 21-021 SHEET 3 OF 6 Plat of Apex Southeast Subdivision No. 0 50 100 150 Plan Scale: 1"=50' N8 °53'42"E 418. 0' � 60.00, 60.00' 60,00' 60.00' 60.00' 60.00' 23.00 155.00' w w 10 �> 00 _ d 0 O o 0 O to 6 !� c0 r4 w w w w 26 ccU LO Qd BLOCKS N� � � aM av a o Q N O 0 O O 0 S89°53 42„W� a u o (a o o N U N N � � 425.00, 130.00,a a o 0 0 n cn z n cn (n V) o o wdt+3 O d © O S26°30'22"W 0 0 (6 27 60.00'_ _40.88'_ o L2 0 o L3 0 ,41.96' _60.00'_ _ 60.00' C �_ _ 27.73' 12. 9 o 0 C° ....,,, voi ' 25 S89°53'42"W . .. 0 o CEO 130.00' S89°53'42"W 188.92' - o E. Spire St. o - 589°53'42"W 189.70' - • �j S26°30'22"W E. Spire St. 28.06-0o E. Spire St. IN � o 28 0 p 0 N t? O . ,_ ._. _.._ ,_ .__. 0 - 66.OQ' - - --66.OQ' 57.70'- � � -66.00 -66.00 � 0 sz� �,� S89°53'42"W •- C50 130.41' w 3 30' • 30' i� ' 00 00 1 rn O w w w w w 2g o 00 o � i�o a o o 0 00 0 00 o ao 0 LO o 00 \.1 0 �; 00 4 3 2 1 1 2 3 4 po `:J o ` J o 0 �.J oo_ 1 <O N O N N z O N o `" O Y-- 1 S89'53'42"W con ton r voi 1 1 130.00' Q8 1 O) > 0 I a 30 0 to S89°53'42"W S89°53'42"W N$9°53'4 "E 478.54' S89°53'42"W S89°53'42"W S89°53'42"W o w = 1 co w ar 66.00 66.00 66.00 66.00 60.00 30 30 63.00 66.00166.00 66.00 66.00 60.00 0 ¢ S89°53'42"W 16,97' of 17.56' 1 O U 0 31 130.00' o o v o U o 01 vi ° V) BLOCK 8 0 1 O BLOCK 9 1 0 N S89'53'42'W N w w w w w oN o 1 o w w w w w w 1 1 130.00' 00 00 00 00 00 a- .-1 �) 0 ` 00 00 00 ^ 00 00 00 o © , o o 0 O ,rn l o � o 0 � o 0 i� 1 ca o 0 0 0 ai a o 0 0 a 00 i BLOCK 3 0 10 0 11 00 12 00 13 00 14 w 1s1 > "7g11S !i 14 � 0 13 � 0 12 00 11 © 0 10 00 ' O N b N O N O N CO N r Y `� 1 b N b N b N O N b N 0 .- 1 d d 0 0 O o 0 w 0 0 0 0 0 0 0 cn cn cn cn cn o 1 oa M 1 o cn cn co cn cn cn ] tO 32 co b i a ( ZD o vi 1 o vi 1 con r • 1 C 14 S89°53'42"W I 10.47' 1 01 ( 11.0 1 C47 tb 130.02 66.00', _ 66.00',- _ 66.00' 66.00' _ _ 60.00'__ 60.00'_- 66.00'_ - 66,00 _ 66.00 _ _ 66.00 _ - 57.43' - ,n E. Ambition St. c45 G46 E. Ambition St. o CC,,i ff� 33 S89°53'42"W 249.98' - • - S89°53'42"W 178.02' - • - S89'53_42"W 178.93'- • - - S89°53'42"W 250.07' - - N26°41'SQ"W 27.89' 551' o G�� S89°53'42"W C20 C 19 . 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'j,O2l ENGINEERING I 5725 NORTH DISCOVERY WAY 5.50 1 1 to O o Developer 60.00' ,_ 60.00 BOISE,1DAH083713 O T_ 0 0 Brighton PHONE(208)639-6939 kmengllpxom O - - - ._ ._ _ _ _. ..._ ..... ..._ _... . . .._. _ Corporation See Sheet 3 Meridian,Idaho SO B NO, 21-021 SHEET 4OF 6 II Plat of Apex southeast subdivision No, 2 CERTIFICATE OF OWNERS I 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 GOVERNMENT LOT 4 AND THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 2 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 WEST 1/4 CORNER OF SAID SECTION 5, WHICH BEARS SOO'04'35"E A DISTANCE OF 2,671.16 FEET FROM A FOUND BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 5; THENCE FOLLOWING THE WESTERLY LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5, NOO'04'35"W A DISTANCE OF 271.78 FEET TO A POINT; THENCE LEAVING SAID WESTERLY LINE, N89'55'25"E TO A SET 5/8-INCH REBAR ON THE EASTERLY RIGHT-OF-WAY LINE OF S. LOCUST GROVE RD. AND BEING THE POINT OF BEGINNING. THENCE FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE, NOO'04'35"W A DISTANCE OF 1,140.00 FEET TO A FOUND 5/8-INCH REBAR MARKING THE SOUTHWEST CORNER OF APEX SOUTHEAST SUBDIVISION NO.1, RECORDS OF ADA COUNTY, IDAHO. THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE AND FOLLOWING SAID SUBDIVISION BOUNDARY THE FOLLOWING 9 (NINE) COURSES: 1. N89'53'42"E A DISTANCE OF 431.00 FEET TO A FOUND 5/8-INCH REBAR; 2. SOO'04'35"E A DISTANCE OF 120.00 FEET TO A FOUND 5/8-INCH REBAR; 3. S89'53'42"W A DISTANCE OF 19.12 FEET TO A FOUND 5/8-INCH REBAR; 4. SOO'06'18"E A DISTANCE OF 180.00 FI=- a� -, V61u o 5. N89'53'42"E A DISTANCE OF 478.54 FEET TO A FOUND 5/8-INCH REBAR; 6. NOO'06'18"W A DISTANCE OF 180.00 FEET TO FOUND 5/8-INCH REBAR; 7. S89'53'42"W A DISTANCE OF 18.20 FEET TO A FOUND 5/8-INCH REBAR; 8. NOO'01'43"W A DISTANCE OF 120.00 FEET TO A FOUND 5/8-INCH REBAR; 9. N89'53'42"E A DISTANCE OF 418.00 FEET TO A FOUND 5/8-INCH REBAR ON THE EASTERLY LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4; THENCE LEAVING SAID SUBDIVISION BOUNDARY AND FOLLOWING THE EASTERLY LINE OF SAID WEST 1/2 OF THE NORTHWEST 1/4, SOO'01'43"E A DISTANCE OF 600.00 FEET TO SET 5/8-INCH REBAR; THENCE LEAVING SAID EASTERLY LINE, S89'53'42"W A DISTANCE OF 430.00 FEET TO A SET 5/8-INCH REBAR; THENCE NOO'01'43"W A DISTANCE OF 105.92 FEET TO A SET 5/8-INCH REBAR; THENCE S89'58'17"W A DISTANCE OF 175.00 FEET TO A SET 5/8-INCH REBAR; THENCE S89'42'54"W A DISTANCE OF 66.91 FEET TO A SET 5/8-INCH REBAR; THENCE S00'04'35"E A DISTANCE OF 250.00 FEET TO A SET 5/8-INCH REBAR; THENCE S89'55'25"W A DISTANCE OF 115.00 FEET TO A SET 5/8-INCH REBAR; THENCE SOO'04'35"E A DISTANCE OF 50.09 FEET TO A SET 5/8-INCH REBAR; THENCE S89'55'25"W A DISTANCE OF 180.00 FEET TO A SET 5/8-INCH REBAR; THENCE S00'04'35"E A DISTANCE OF 374.00 FEET TO A SET 5/8-INCH REBAR; THENCE S89'53'42"W A DISTANCE OF 99.99 FEET TO A SET 5/8-INCH REBAR; THENCE 25.38 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A DELTA ANGLE OF 72'43'13", A CHORD BEARING OF N53'44'41"W AND A CHORD DISTANCE OF 23.71 FEET TO A SET 5/8-INCH REBAR; THENCE S74'22'19"W A DISTANCE OF 60.01 FEET TO A SET 5/8-INCH REBAR; THENCE ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 80.00 FEET, A DELTA ANGLE OF 15'59'26", A CHORD BEARING OF N08'04'18"W AND A CHORD DISTANCE OF 22.25 FEET TO A SET 5/8-INCH REBAR; THENCE NOO'04'35"W A DISTANCE OF 7.96 FEET TO A SET 5/8-INCH REBAR; THENCE S89'53'13"W A DISTANCE OF 143.00 FEET TO THE POINT OF BEGINNING. SAID DESCRIPTION CONTAINS A TOTAL OF 19.279 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. i i JONATHAN D. WARDLE, PRESIDENT BRIGHTON DEVELOPMENT, INC. I i i I I ACKNOWLEDGMENT CERTIFICATE OF SURVEYOR STATE OF IDAHO) I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR )) SS LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF APEX SOUTHEAST SUBDIVISION No. 2 AS ADA COUNTY DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, WAS DRAWN THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2021, BY JONATHAN D. WARDLE, AS FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY PRESIDENT OF BRIGHTON DEVELOPMENT, INC. REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. SIGNATURE OF NOTARY PUBLIC \r,�NL LAND MY COMMISSION EXPIRES AARON L. BALLARD, P.L.S. 12459 w Q- ��(8�-• 12459 k do �© 9,9 gTF OF SOP QO tfa • �$� ENGINEERING D£'Ve per 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Brighton PHONE(208)639-6939 kmengilp.com Corporation Meridian, Idaho JOB NO. 21-021 SHEET 5 OF 6 I i Plat of Apex Southeast Subdivision No. 2 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 1, 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. 20____, 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 SOUTHEAST SUBDIVISION No. 2 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 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. DEPUTY EX-OFFICIO RECORDER FEE: MERIDIAN CITY CLERK CERTIFICATE OF COUNTY SURVEYOR 1, 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. J* L LANp ` S .c. 12459 HEALTH OFFICER DATE: 9�jgTF 0F kin'O��oO � q -7.o7,e ENGINEERING Developer 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 Brighton PHONE(208)639-6939 Corporation kmengllp.com Meridian, Idaho FOB NO. 21-021 SHEET 6 OF 6