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HomeMy WebLinkAboutRevised Final Plat V1APPROVED ,,E os,3zz PLAT OF APEX NORTHWEST SUBDIVISION No. 2 A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO. FOUND ALUMINUM CAP 2022 EAST 1/4 CORNER SECTION 31 PER CP&F INST No. 2022-037502 0 IN 2 O SE 1/16 CORNER S 1/16 CORNER oM FOUND 1/2" REBAR, NO CAP SECTIONS 31 & 32 0 REPLACED AS SHOWN MI 0 60 120 180 S49'40' 15"E Unplatted Plan Scale: 1" = 60' 36.79' (TIE) POINT OF BEGINNING S89'43'08"E L7 S89'42'21 "E 130.00' 89'27'38"W _ �6 • 63.00' S89'42'21 "E 588.17' •�a • • 474.8 4'(TIE) SHEET INDEX • 15.98' w 3 I SHEET 1 - OVERALL PLAT MAP AND LEGEND 0) SHEET 2 - DETAIL PLAT MAP AND CURVE AND LINE TABLES i� E. Crescendo St. ^ SHEET 3 - CERTIFICATE OF OWNERS AND NOTES I Ni SHEET 4 - CERTIFICATES AND APPROVALS b b 00 Z REFERENCES • • G1 • • L5 N89'42'21 W 146.58' R1. RECORD OF SURVEY No. 7783, RECORDS OF ADA COUNTY, IDAHO. I • " O O O O I R2. RECORD OF SURVEY No. 5049, RECORDS OF ADA COUNTY, IDAHO. I R3. PLAT OF APEX NORTHWEST SUBDIVISION No. 1, BOOK 1---, PAGES I ---------- RECORDS OF ADA COUNTY, IDAHO. o z LEGEND 'N ® FOUND ALUMINUM CAP AS NOTED m I 3O O O O I N o FOUND 5/8-INCH REBAR, WITH PLASTIC CAP MARKED N "ALB 12459" IN N M (n O G) G)O Oo m SET 5/8" REBAR WITH PLASTIC CAP MARKED n "ALB 12459" O O O O SET 1/2" REBAR WITH PLASTIC CAP MARKED I • "ALB 12459" nl SET BRASS PLUG (W/ MAGNETIC INSERT) MARKED o I "ALB PLS 12459" CIJ -0 © O6 > O6 O a;o M p 0.50' (UNLESS NOTED OTHERWISE) WITNESS CORNER. v M Q Q -mow- Q 00 �I l7 OWc SET BRASS PLUG (W/ MAGNETIC INSERT) MARKED n I w X BLOCK 6 a BLOCK 5 o BLOCK 4 BLOCK 3 v N "WC ALB 12459" (SEE NOTE 16 ON SHEET 3) Q O7 > 7O S O7 > O7 a 3 0 N UO Q CALCULATED POINT, NOTHING FOUND OR SET n vi N V7 N N C OI _ J of Q Q Q z vi 11 LOT NUMBER Z b O7 EXISTING LOT NUMBER o Z ® 0 0 o N SUBDIVISION BOUNDARY LINE O O O O I LOT LINE - - - SECTION LINE ADJACENT LOT LINE 10 10 10 10 - ROAD CENTERLINE - - - - - - - - - EASEMENT LINE 11 11 11 11 I/Ll/1lLL/lJ ACHD EASEMENT (SEE NOTE 13) I I I I 12 12 12 12 SURVEY NARRATIVE 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 THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH 13 I 13 13 13 THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF 0 o L3 o L2 L1 • I RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. I sn n I I I a' x C a a N89'43'08"W 77.00' N89'42'21"W 216.00' -Ij �r- N89'42'21"W 214.50' N89'43'O8"W 60.00' E. Phenomenal St. Apex Northwest Subdivision No. 1 BLOCK 2 4 OS E 1/16 CORNER FOUND 5/8-INCH REBAR, MARKED "ALB 12459"- o s89'42'21 "E 1320.00' E. Lake Hazel Rd. N89' 43' 08"W 60.00, I o M QBLOCK 1 uj POINT OF COMMENCMENT FOUND ALUMINUM CAP SE CORNER SECTION 31 PER CP&F INST No. 2022-051917 - - - - - - - - -T.3N. R.1 E. 31 32 T.2N., 7' 164o22 Developer Brighton Corporation Meridian, Idaho 6" E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com h�(E IDZ LAS,- APPROVED N-E.. 09'132 I...IL'N3:'.�✓ ACHD PERMANENT EASEMENT SOS"E- PER INST. No. 2021-151503 3.00 63.00' CITY OF MERIDIAN EASEMENT _ _ PER INST. No. 2021-179200 r - - L7 \'(O • 31.50' • • 31.50' o NOD* 16'52"E F I I � 42.51' ao 1L "W "E 300.50' - •N89'42'21 • 45.99' - -S89'42'21 - N00'17'39"E on 00 63.00' n • • G5 -- - 49 OS -- 0 O 0 LO V) N Er) io O 0 z ACHD PERMANENT EASEMENT PER INST. No. 2021-1515030 I I I I I I ( I I L ---83.53'----0 I i � 38.50' 1 38.50' 01 of m ai u^i Q w N N CL io Q 38.50' .L 38.50' N89'42'21 "W • WC 107.00' o o o O N89'42'21 "W a WC1 107.00' 0 6 a 03 BLOCK 1 N89.42'21"W WC 107.00' o o oG)0 N89'42'21 "W o WC 107.00' o o o o O N89.42'21 "W 107.00' WCi 5' (SEE NOTE 18) -' o o O o q O I N89.42'21 "W Lo WC1 1 107.00' w o O N O O � O � e N89'42'21 "W owe 1 107.00' o z� o O O N89'42'21 "W p LN 107.00' o o o O N89'42'21 "W ; o W0, 107.00' 1 o 10 N89'42'21 "W ; a WC, 107.00' o O 0 0 11 40.00'O N89'42'21 "W 107.00' 0o BLOCK 6 12 a 00 a, N89.42'21 "W 107.00' , i 7.50' (SEE a NOTE 13)7- 13 C7 V, LN89'43'08"W I 77.00' - I 20' PLAT OF 0 APEX NORTHWEST SUBDIVISION No. 2 z \ \ \ \ 75' (SEE 0 50 100 \ p NOTE 17 ACHD PERMANENT EASEMENT ACHD PERMANENT EASEMENT \ \ .y�� \ \ PER INST. No. 2021-151503 Plan Scale: 1" = 50' PER INST. No. 2021 -151503 \ \ \ \ y0 \ Unplatted r 1 \ \ S89'42'21 "E 130.00' S89'42'21"E 588.17' \ L8 • \ • •'0 _____ \ o \ \ o IQ_ CITY OF MERIDIAN EASEMENT Iq In 18.38' O \ 4 n I I PER INST. No. 2021-179200 m \ r, \ r� D 1 M E.Crescendo St. S89.42'21"E 290.00' + • �.\ i SSsa2'21"E 18s.ss' 3 I -J- -1� CD LINE TABLE 0 0 \ \ SR �y \ \ o ^ I LINE BEARING DISTANCE \ Iq 1 6• \ n 3 0 1I M ,� "> \ � �'96•\F \\� 0 I L1 SO'16'52"W 3.48 -- 9ci I G� 8-------- 4�3 L�6------- c� I '� 5630' v) ----80.0, -- U m w� O N m v w Lq z ' N8942'21"W ro C 105.00, o O0 2 N8942'21 "W C 105.00. o ' O o O BLOCK 5 • N89'42'21"W C 105.00' o 0 0 4 O ' N89'42'21"W C 105.00' O 5 O N89'42'21 "W C 105.00' o o o 0CN 6 O a O Lo N89.42'21 "W uj 105.00' o N o ,n 7 O O a _ o N89'42'21"W z 105.00' o O O B O • N89'42'21"W C ; 105.00' O o 0 9 O • N89'42'21 "W 105,00' C 1.50' (SEE o NOTE 9)_ o ,BLOCK 5 10 a N89'42'21 "W WC 105.00" 10' (SEE 11 NOTE -40.00' 777777/ 13)-'I J, N89'42'21 "W 105.00' (SEE 1 o�NOTE 13) 12 d a / N89.42'21 "W ' 105.00' A 0 01, 0 13 o 20' L10 L11 L18 _ N89'42'21 "W 216.00' o 1.50' (SEE O NOTE 15) oM 0 ----80.03'---- c� ^'� '�----80.03'u • -J 1-2 NO1652 E 3.96 N89'4221"W 146.58\ L3 SO'16'52"W 3.95 30.00' 30.00' 1 w' \ \ \ N to O 20 0 O N a0 �i 30.00' 30.00' i \ \ L4 N40'28'14"W 14.55 O o I� O O 0o a Z N89'42'21 "W 105.00' • WC 9 N89.42'21 "W 1.50' (SEE C 105.00' NOTE 9) to Io O o o o , o O N89.42'21 "W ; WC; N89'42'21 "W C 105.00' 105.00' 1 0 3O BLOCK 4 ; o0 o 00 o 03 BLOCK 3 1� N89'42'21"W WCe N89'42'21"W 105.00' O C 105.00' �o to O o o a o o O 1 I� N89'42'21 "W WCe N89'42'21 "W 105.00' O C 105.00, to O o o O N89'42'21 "W WC� 9 N89'42'21"W 105.00' C 105.00' o > oQ 0 0o 6 Io ao w Q N89'42'21"W o N89'42'21 "W u 105.00' w O C w 105.00' o 0 7 I� O vNi o o O zl a � N89'42'21"W o0 WC9 oo N89'42'21 "W C z 105.00' 105.00' z Io O o o o O I� a N89'42'21 "W WCO N89'42'21 "W 9 105,00' C 105.00' 10o to O o a o 0 . O N89'42'21"W WC, u O N89'42'21"W 105.00' 105.00' C 1.50' (SEE 1 0 �0 10 o o a. o o NOTE 9) 10 N89'4 ' Q 2 21 W WCO 105.00' to o 11 40.00', 00 1 N89.42'21 "W 105.00' O N 7.50' (SEE , 10 NOTE 13) o to BLOCK 4 12 0 1a a 61 N89.42'21"W O 1 105.00' - Io 0 0 10 13 31.00' t 31.00' N89'43'08"WJ - - -60.00' E. Phenomenal St. Apex Northwest Subdivision No. 1 I I Nov 42 21 W C ; 105.00' j_ 11 40.00' /� 40.00' N89'42'21 "W 105.00' 0 O 'BLOCK 3 12 0 N89.42'21 "W 105,00' - 7.50' (SEE NOTE 13) 0 o o 13 C15 6 •I 20 C1 L75 15 _ L17 _ _ N89'42'21"W 214.50' 1.50' (SEE NOTE 9) a I N i O Y 0 10 w ++ c6 io N 2 N a P 'r o m .Q 3 zl L/i N to 0 IV) I z , N N Zo w < o mz ( w N �z I U W ( as l ( I I I I I 30.00' 0 3C 80.03'-- 0 G Lt 0 1.50' (SEE NOTE 15) o - C I L5 N44'42'44"W 10.61 L6 N53'03'43"E 1B.18 17 S36'28'37"E 5.01 L8 N70'21'17"E 24.92 L9 S68'23'50"E 14.86 L10 S68'59'08"W 14.86 L11 N68.23'50"W 14.86 L12 N68'59'08"E 14.86 L13 S68'23'50"E 14.86 L14 N68'23'50"W 14.86 L15 N68'59'08"E 14.86 L16 N68'59'08"E 14.86 L17 N89'42'21"W 51.94 L18 N89'42'21 "W 51.94 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD ERG CHORD C1 9.00' 14.14' 90'00'47" S45'17'16"W 12.73' C2 9.00' 14.14' 90'00'47" S45'17'16"W 12.73' C3 6.50' 10.21' 89'59'13" N44'42'44"W 9.19' C4 6.50' 10.21' 90'00'47" S45'17'16"W 9.19' C5 9.00, 8.87' 56'27'20" N62'03'59"E 8.51' C6 30.00' 11.37' 21'42'22" S10.34'19"E 11.30' C7 30.00' 11.37' 21'42'34" S11.09'31"W 11.30' C8 30.00' 11.37' 21'42'22" N10'34'19"W 11.30' C9 30.00' 11,38' 21.43'56" N11'08'50"E 11.31' C10 9.00, 14.14' 89*59'13" S4442'44"E 12.73' C11 9.00' 14.14' 90.00'47" N45.17'16"E 12.73' C12 30.00' 11.37' 21'42'22" S10*34'19"E 11.30' C13 30.00' 11.38' 21.43'35" N11'09'01"E 11.31' C14 9.00' 14.14' 89.59'13" S44'42'44"E 12.73' C15 30.00' 11.37' 21'42'22" N10'34'19"W 11.30' C16 30.00' 11.38' 21'43'56" NI1'08'50"E 11.31' I I N89'43'08"W I \ 1.50' �- J • O 1 N89'43'08"W 60.00' Developer Brighton Corporation Meridian, Idaho 150 h3" E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengl Ip.com JOB NO. 21-023 1 SHEET 2 OF 4 �IfE 1D- APPROVED OT 13/22 PLAT OF APEX NORTHWEST SUBDIVISION No. 2 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 SITUATED IN A PORTION 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 ALUMINUM 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 ALUMINUM CAP MARKING THE EAST 1/4 CORNER OF SAID SECTION 31; THENCE FOLLOWING THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 31, NOO-32-22"W A DISTANCE OF 1,334.05 FEET; THENCE LEAVING SAID EASTERLY LINE, S89-27'38"W A DISTANCE OF 474.84 FEET TO A SET 5/8-INCH REBAR AND BEING THE POINT OF BEGINNING. THENCE S00'17'39"W A DISTANCE OF 87.50 FEET TO A SET 5/8-INCH REBAR; THENCE N89'42'21"W A DISTANCE OF 146.58 FEET TO A SET 5/8-INCH 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 S45'17'16"W AND A CHORD DISTANCE OF 12.73 FEET TO SET 5/8-INCH REBAR; THENCE S00'16'52"W A DISTANCE OF 528.00 FEET TO A SET 5/8-INCH REBAR ON THE NORTHERLY SUBDIVISION BOUNDARY OF APEX NORTHWEST SUBDIVISION No. 1; THENCE FOLLOWING SAID NORTHERLY BOUNDARY OF APEX NORTHWEST SUBDIVISION No. 1 THE FOLLOWING TWELVE (12) COURSES: 1. N89'43'08"W A DISTANCE OF 60.00 FEET TO A FOUND 5/8-INCH REBAR; 2. S00'16'52"W A DISTANCE OF 3.48 FEET TO A FOUND 5/8-INCH REBAR; 3. 14.14 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 9.00 FEET, A DELTA ANGLE OF 90'00'47", A CHORD BEARING OF S45'17'16"W AND A CHORD DISTANCE OF 12.73 FEET TO A FOUND 5/8-INCH REBAR; 4. N89'42'21"W A DISTANCE OF 214.50 FEET TO A FOUND 5/8-INCH REBAR; 5. 10.21 FEET ALONG THE ARC OF A CIRCULAR CURVE TO RIGHT, SAID CURVE HAVING A RADIUS OF 6.50 FEET, A DELTA ANGLE OF 89'59'13, A CHORD BEARING OF N44'42'44"W AND A CHORD DISTANCE OF 9.19 FEET TO A FOUND 5/8-INCH REBAR; 6. N00'16'52"E A DISTANCE OF 3.96 FEET TO A FOUND 5/8-INCH REBAR; 7. N89'43'08"W A DISTANCE OF 60.00 FEET TO A FOUND 5/8-INCH REBAR; B. S00'16'52"W A DISTANCE OF 3.95 FEET TO A FOUND 5/8-INCH REBAR; 9. 10.21 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 6.50 FEET, A DELTA ANGLE OF 90'00'47", A CHORD BEARING OF S45-17'16"W AND A CHORD DISTANCE OF 9.19 FEET TO A FOUND 5/8-INCH REBAR; 10. N89'42'21"W A DISTANCE OF 216.00 FEET TO A FOUND 5/8-INCH REBAR; 11. N40'28'14"W A DISTANCE OF 14.55 FEET TO A FOUND 5/8-INCH REBAR; 12. N89'43'08"W A DISTANCE OF 77.00 FEET TO A FOUND 5/8-INCH REBAR; THENCE LEAVING SAID NORTHERLY BOUNDARY OF APEX NORTHWEST SUBDIVISION No. 1, N00'16'52"E A DISTANCE OF 540.00 FEET TO A SET 5/8-INCH REBAR; THENCE N44'42'44"W A DISTANCE OF 10.61 FEET TO SET 5/8-INCH REBAR; THENCE N00'17'39"E A DISTANCE OF 63.00 FEET TO A SET 5/8-INCH REBAR; THENCE N53'03'43"E A DISTANCE OF 18.18 FEET TO A SET 5/8-INCH REBAR; THENCE S89'43'08"E A DISTANCE OF 63.00 FEET TO A SET 5/8-INCH REBAR; THENCE S36'28'37"E A DISTANCE OF 5.01 FEET TO A SET 5/8-INCH REBAR; THENCE S89'42'21"E A DISTANCE OF 588.17 FEET TO A SET 5/8-INCH REBAR; THENCE N70'21'17"E A DISTANCE OF 24.92 FEET TO A SET 5/8-INCH REBAR; THENCE S89'42'21"E A DISTANCE OF 130.DO FEET TO THE POINT OF BEGINNING. SAID DESCRIPTION CONTAINS A TOTAL OF 9.783 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. ROBER L. �PHILLIPS, VICE PRESIDENT SMITH BRIGHTON, INC. STATE OF ) SS ADA COUNTY ) ��// THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON _CO 2021, BY ROBERT L. PHILLIPS, AS VICE PRESIDENT OF SMITH BRIGHTON, INC. SIGNATURE OF NOTARY PLIJBOC AN =Notar7yPublic te of Idaho MY COMMISSION EXPIRES //�r (0 ^ �' o�a 20181002 s Jun 1, 2024 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. 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 THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE 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 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 FACILITY OR EXPANSION THEREOF". 5. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS -OF -WAY AND ALLEYS CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 6. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 7, ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 8. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No. 2022-017743 OF ADA COUNTY RECORDS. 9. THIS PLAT IS SUBJECT TO AN ACHD PUBLIC RIGHT-OF-WAY EASEMENT (SIDEWALK) PER INSTRUMENT No. 2022-046710, RECORDS OF ADA COUNTY, IDAHO. 10. DIRECT LOT OR PARCEL ACCESS TO S. APEX AVE., E. CRESCENDO ST. AND E. PHENOMENAL ST. IS PROHIBITED. 11. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 12. 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. 13. PORTIONS OF LOTS 11-13, BLOCK 3, LOTS 11-13, BLOCK 4, LOTS 11-13, BLOCK 5 AND LOTS 11-13, BLOCK 6 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA 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 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 SYSTEM. 14. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE FILED FOR RECORD AT THE ADA COUNTY RECORDERS'S OFFICE AS INSTRUMENT No. 2022-031623, AND MAY BE AMENDED FROM TIME TO TIME. 15. THIS PLAT IS SUBJECT TO AN ACHD PERMANENT EASEMENT PER INSTRUMENT No. 2022-046710, RECORDS OF ADA COUNTY, IDAHO. 16. THE WITNESS CORNERS SHOWN HEREON ARE 0.50' WITNESS CORNERS AND ARE SET AS FOLLOWS: A) THE WITNESS CORNERS FOR LOTS 1-13, BLOCK 3 ON THE WEST SIDE OF SAID LOTS ARE SET N89'42'21 "W A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. B) THE WITNESS CORNERS FOR LOTS 1-13, BLOCK 4 ON THE EAST SIDE OF SAID LOTS ARE SET S89'42'21 "E A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. C) THE WITNESS CORNERS FOR LOTS 1-13, BLOCK 5 ON THE WEST SIDE OF SAID LOTS ARE SET N89'42'21 "W A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. D) THE WITNESS CORNERS FOR LOTS 1-13, BLOCK 6 ON THE EAST SIDE OF SAID LOTS ARE SET S89'42'21"E A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. 17. FOR DEPICTION PURPOSES, AN EASEMENT IN FAVOR OF WILLIAMS PIPELINE CO. IS SHOWN HEREON WHERE IT CROSSES E. CRESCENDO ST. NO LOTS BEING PLATTED ARE AFFECTED BY SUBJECT EASEMENT. 18. ALL LOTS ADJACENT TO S. APEX AVE. ARE SUBJECT TO A 5.00' LANDSCAPE BUFFER EASEMENT. ALL LOTS ADJACENT TO E. CRESCENDO ST. ARE SUBJECT TO A 6.50' LANDSCAPE BUFFER EASEMENT. SEE COVENANTS, CONDITIONS AND RESTRICTIONS FOR LANDSCAPE MAINTENANCE REQUIREMENTS. CERTIFICATE OF SURVEYOR 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. 2 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 �• �B'�,Qy Developer Brighton Corporation Meridian, Idaho h3n E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com EI IDZ LAS,> APPROVED J -E.. 09/132 i...1L113: �. rvs 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. 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. PLAT OF APEX NORTHWEST SUBDIVISION No. 2 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 DATE STATE OF IDAHO ) )) SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF APEX NORTHWEST SUBDIVISION No. 2 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 $.3•ZoZI Developer Brighton Corporation Meridian, Idaho h3" E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com JOB NO. 21-023 1 SHEET 4OF4