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HomeMy WebLinkAboutRecorded Plat (2) V1IJF'D'� PLAT OF APPROVED TM Creek Subdivision No. 3 09,1222 A PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, 2019 POINT OF COMMENCEMENT NORTH'NEST CORNER SECTION 14 FOUND BRASS CAP PER CP&F No. 110073397 10 11 - - — - - - -- - - - 15 I 14 S89'09'27"E 850,48' I 12 \I N Z °O s I c J i - - 64.02' SEE NOTE 21 - ` S52'42'35"E • - 31 .82' (TIE) i > I W a c M J o oc z ', �- 0 c I � W TM Creek Subdivision No. 2 13 AMENDED ACCESS AND PUBLIC UTILITY EASEMENT PER ,f INSTRUMENT No. 2019-021638 N> S89°26'50"E 336.24' W. Franklin Rd. BASIS OF BEARINGS N89'09'27"W�2657.99' I <L 15 3Iw n� � ofV) Unplatte 100' WIDE NAMPA MERIDIAN IRRIGATION DISTRICT POINT OF _ PRESCRIPTIVE EASEMENT BEGINNING --tip SEE DETAIL "D" ON SHEET 2 WEST 1/16 CORNER SECTIONS 11&14 NORTH 1/4 CORNER FOUND ALUMINUM CAP SECTION 14 PER CP&F No. 114010443 FOUND ALUMINUM CAP PER CP&F No. 114010444 478.5V - -- - - - - - -1329.00' V- 14 I d I I ACHD PERMANENT EASEMENT PER INST. No. 2019-001205 SEE DETAIL "D" ON SHEET 2 1J1 m N F o n by ,p '� --• N89°28'20"E 227.67' • -- � \ w Unplatted 21 o o 0 Ten Mile Drain 3 Z 14' CITY OF MERIDIAN---� PATHWAY EASEMENT PER C/3`N89'28'20"E 225.76' M I INST. No. 2019-033209 _ - - - _ _ _ _ _ _ o 389°26'19"E SEE DETAIL "D', ON SHEET 2 - 0 L . /-75.50' 43.39' • I 7 CITY OF MERIDIAN EASEMENT PER INST. No. 2018-064351� �• _ y. L 8LOC1< 2 0� N (V �I ACHD PERMANENT EASEMENT of w I I EXISTING INGRESS/EGRESS, PUBLIC UTILITIES (SEE NOTE 12) i' N .,AND EMERGENCY ACCESS EASEMENT PER INST. No. 2015-104241 AND EASEMENT 20 ' O AMENDMENT PER INST. No. 2019-021638 _25,50' UO C12 v� ACHD PERMANENT EASEMENT ,> z�W (SEE NOTE 12) ~ 10 ACHD PERMANENT EASEMENT CITY OF MERIDIAN EASEMENT M o INST. No. 2016-038880 PER INST. No. 2018-064351 Z / ACHE, EASEMENT • I � - SEE DETAIL A ON SHEET 2 ACHD PERMANENT EASEMENT ---L - C11 `• (SEE NOTE 12) 20' BUFFER, SEE DETAIL "F" ON SHEET 2 ACHD EASEMENT SEE DETAIL "C' ON SHEET 2 S06'O1'21 "E 32.83 20 BUFFER, SEE N - DETAIL "E" ON w 3.33'- �t _ f SHEET 2 ) CITY OF MERIDIAN EASEMENT ­ -G 101.54'/ PER INST. No. 2018-064351 ------ • --- - - 5 05 28 "K, 4\ l jI1�� \ - -- V - - -J - - -1 4 L2 I 2 60 • - 1 10.44' - R-O-W PER INSTRUMENT ---- - - -- -- -- -. 14 15 — I NORTH 1/16 CORNER SECTIONS 14 & 15 FOUND ALUMINUM CAP PER CP&F No. 2019-018779 - Nos. 2018-041950 AND -_NJ �2018-041951 '• W 5349j��, CENTER OF 31' 51.55' CIO • - - S08' 34' 34"W 61 .02' C7 C8-\ 00138.50'� 00 �- ���...ACCESS( SEE C9 \_S74°49'33"W S89'10'27"E-1328.61' 1K NOTE 15) w. Coba�r�r A FDDETSEMBEAENTON SHEF262 ----<o\O• — — - 62.89 I ) 138.50 CENTER OF 31" ACCESS( SEE NOTE 15) ---L ACHD PERMANENT EASEMENT (SEE NOTE 12) S00°33'41"W 157.76' L1I K-C41 Unplatted J ACHD PERMANENT EASEMENT PER INST. No. 2019-012315 f _ L16 L13- R-O-W PER INSTRUMENT,- •o, Unplatted _ _- • •1 _1 Nos. 2018-041950 AND J NORTHWEST 1/16 CORNER SECTION lh p C23 T�L14(•�•C�2-O2018-041951 L10-�_� `FOUND ALUMINUM CAP L n PER CP&F No. 2019-021994 L 15 • / 1211 • 018 y G� L11- L12 N 0 40 80 160 240 --- Scale: 1 "=80' SHEETINDEX SHEET 1 - SUBDIVISION PLAT SHEET 2 - DETAILS AND CURVE AND LINE TABLES SHEET 3 - CERTIFICATE OF OWNERS AND NOTES SHEET 4 - OWNER SIGNATURES SHEET 5 - CERTIFICATES AND APPROVALS LEGEND ® FOUND ALUMINUM CAP, AS NOTED } FOUND BRASS CAP, AS NOTED FOUND 5/8" REBAR MARKED "PIS 7880" UNLESS NOTED OTHERWISE O SET 5/8" REBAR WITH PLASTIC CAE' "ALB MARKED 12459" FOUND 1/2" REBAR MARKED "PLS 0 7880" UNLESS NOTED OTHERWISE SET 1 /2" REBAR WITH PLASTIC CAP • MARKED "ALB 12459" Q SET BRASS PLUG (WITH MAGNETIC "ALB INSERT) MARKED PLS 12459" 0 CALCULATED POINT 20 LOT NUMBER SUBDIVISION BOUNDARY LINE LOT LINE - - SECTION LINE - ROAD CENTERLINE ADJACENT LOT LINE -------77— EASEMENT LINE ACHD EASEMENT (SEE NOTE 10) REFERENCES R1. RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO. R2. RECORD OF SURVEY No. 8594, RECORDS OF ADA COUNTY, IDAHO. R3. RECORD OF SURVEY No. 8921, RECORDS OF ADA COUNTY, IDAHO. R4. PLAT OF TM CREEK SUBDIVISION No. 1, BOOK 110 OF PLATS AT PAGES 15663-15666, RECORDS OF ADA COUNTY, IDAHO, R5. PLAT OF TM CREEK SUBDIVISION No. 2, BOOK 112 OF PLATS AT PAGES 16402-16407, RECORDS OF ADA COUNTY, IDAHO. S•i•Zovc� km mmmm= ENGINEERS, SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 837111 PHONE (208) 639-6939 FAX (208) 639.6930 JOB NO. 17-179 SHEET 1 OF 5 Rm APPROVED ---- "q12,22 CURVE TABLE ��;cnea+•==�-» LENGTH DELTA CHORD BRG CHORD 170,00 138,88' 46-48"25" S67-07'28"E 135.05' C2 1178,00' 65.58' 3*11'23" S1'02'01"E 65.57' C3 965.00' 64,82' 3'50'55" S4'33'10"E 64.8V C4 963.00' 4.54' O'l6'13" 57'12'18"E 4.54' C5 481.00' 24,30' 2'53'39" S13'04'16"E 24.29' C6 77.00' 13.55' 13'48'24" S29'44'10"W 18.51' C7 36.50' 13.85' 29*35'16" 551'25'55"W - 18.64' C8 186.00' 27.92' 8'35'58" S70'31'33"W 27.89' C9 284.50' 121.33' 24'26'03' S87'02'34"W 120.41' CIO 962.00' 94.B6 5'38'59" N7T54'57"W 94.82' C11 5.38.00' 68.74' 7'19'13" N78'45'05"W 68,69' C12 49.50' 8.35' 9'40'03" N5'23'12"E 8.34' C13 270,00' 220.57' 46'48'25" S67'07'28"E 214.49' C14 633,17' 72_76' 6-35'02" S2'43'50"E 72.72' C15 284.50' 64.89' 13*04'07" S8V21'36"W 6435' C16 284.50' 56.44' 11'21'57" N86'25'23"W 56.34' C17 51.00' 63.89' 71'46'26" S49'37'43"E 59.79 C18 481.00' 73,36' 8'44'20" S71'17'18"W - 73.29' C19 56.00, 57.46' 58'47'13" S37'31'31"W 54.97' C20 551,00' 78.36' 8'08'55' N1540'40"W 78.30' C21 23.00' 15.18' 37'48'17" N38'39'16"W 14.90' C22 66.00' 29.82' 2553'23" N70'30'07"W 29.57' C23 382.50' 115,84' 17'21'06' N83'46'01"W 115.39' C24 370.12' 188.74' 29'13'03" 56531'53"E 186.70' C25 538,00' 39.66' 4'13'24" N80'18'00"W 39.65' C26 465.00' 136,83' 16*51'34" S83'31'l5"E 136.34' C27 284.50' 85,18' 17'09'15" S89'19`02"E 84.86' C28 538.00' 29.08' 3'05'49" N76'38'23"W 29.08 N14'54'32 1 O, c N DETAIL "A" SCALE: 1 "=30' DETAIL"B" SCALE: 1 "=30' LINE TABLE LINE DISTANCE BEARING L1 10.18 SI8'06'23"E L2 39.30 S2'01'42"E 1_3 30.42 S72'34'12"W L4 26.21 N83'58'29"W L5 43.48 N66'24'38"W L6 34.00 S14'15'06"E L/ 8.58 S85'30'56"E L8 28.00 S3'51'10"E L9 29.53 S4'34'59"E LIC 19.07 S9'30'14"E L11 9.21 S8'07'55"W L12 77.52 588'37'28"W L13 11.22 N83'26'48"W L14 35.05 S84'31'48"W L15 16.11 N74'35 34"W L16 14.80 S87'33'27"W L17 75.87 N75'05'28"W L18 25.72 S74'33'07"W L19 47.69 N75'05'28"W 1_20 25.72 N44'44'03"W L21 73.26 N86'40'15"W L22 84.05 N 10' 13' 14"E L23 6.53 NO'33'10"E ACHD EASEMENT / (SEE NOTE )0) 20 /S7g p 5 '2g "E N7g°05.28"W 442.60' W. Cobalt Dr 20 ACHD EASEMENT (SEE NOTE 10) 8.1 1 NO3'08'44"W NB6'51'16"'. 72.35' _ 7.89' V -'\�� `- C15 _C16 � �\ -� C9 W .Cobalt Dr. S 1 4'54'32"W 10.00' 29I a,, h6.19 5� q° A9'33,.w 5A.26, IItP -��� /U PLAT OF TM Creek Subdivision No. 3 I • L23 • 125 C28 20 Cl • `- 589'26'19"E •- 28„ N7C 5 S°OS' 1�39' 28'•(.y 44 20' BUFFER (5 ) SEE NOTE 16 60 P Cobalt Dr DETAIL "E" SCALE: 1 "=80' ACHD EASEMENT 37.00" (SEE NOTE 10) oo`\ 21 20 �� \. i• Ql o\� I Q �\\ _0 c ro 6.50' -= a 20' BUFFER I (SEE NOTE 16) v7 16, I � I I „ I 6N v 6 N W I O^1 N ���� �� a N89'26'19"W� 18.95' 8.62' S06'O1'21"E 11 32.83' DETAIL "C "=30' 25.79'-�\ SCALE: 1 N 308'34'34"W • 61 .02' 17.04' POINT OF, BEGINNING o\ DETAIL "F" SCALE: 1"=80' � \14 Unplatted Cl _ N89°28'20"E 227.67' ?ePQ 28.88' • Q= 14' CffY OF MERIDIAN < PATHWAY EASEMENT PER Qr INST. No. 2019-033209 \ Q�w w \�.\ \\ of\ � ~ N W 2.92' 21 �E�� �� Z N 00 \ \ a; Ten Mile Drain a> \ \ S80'08'25"E �P_, z ¢o Z ?gam < c w 3 \` a ¢ a M 0 - - - N89-28'20"E 225.76'- - - - 15- - - I .37' CHORD + ------------ N LEGNTH 19.79 14' CITY OF MERIDIAN 20 PAFHWAY EASEMENT PER L - - - - INST No. 2019-033209 6.82' DETAIL "D" SCALE: 1 "=40' 4. 13' C9 �\GWpL LAN0 �,G 1 12459 A Y9T'TF OF �0 L . B P\-� P -7' 2A`1 &urn ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(203) 639-6930 JOB NO. 17-179 SHEET 2 OF 5 11(P 711*r 17--V/-1 L �JE ID$ I:1S,- APPROVED I.; NUl1:i w+ 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 NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND BRASS CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID SECTION 14, WHICH BEARS N89'09'27"W A DISTANCE OF 2,657.99 FEET FROM A FOUND ALUMINUM CAP MONUMENT MARKING THE NORTH 1/4 CORNER OF SAID SECTION 14, THENCE FOLLOWING THE NORTHERLY LINE OF SAID NORTHWEST 1/4, 589'09'27"E A DISTANCE OF 850.48 FEET TD A POINT; THENCE LEAVING SAID NORTHERLY LINE, S00'50'33"W A DISTANCE OF 679.58 FEET TO A FOUND 5/8-INCH REBAR AND BEING THE POINT OF BEGINNING. THENCE 138.88 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 170.00 FEET, A DELTA ANGLE OF 46'48'25", A CHORD BEARING OF S67'07'28"E AND A CHORD DISTANCE OF 1,55.05 FEET TO A SET 5/8-INCH REBAR; THENCE N89'28'20"E A DISTANCE OF 227.67 FEET TO A SEE 5/8-INCH REBAR; THENCE SOO'33'41"W A DISTANCE OF 140.28 FEET TO A SET" 5/8-INCH REBAR; THENCE 589'26'19"E A DISTANCE OF 75.50 FEET TO A SET 5/8-INCH REBAR; THENCE SOO'33'41"W A DISTANCE OF 157.76 FEET TO A SET 5/8-INCH REBAR; THENCE 65.58 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,178.00 FEET, A DELTA ANGLE OF 03'11'23", A CHORD BEARING OF S01'02'01"E AND A CHORD DISTANCE OF 65.57 FEET TO A SET 5/8-INCH REBAR; THENCE 64.82 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 965.00 FEET, A DELTA ANGLE OF 03'50'55", A CHORD BEARING OF SO4'33'10"E AND A CHORD DISTANCE OF 64.81 FEET TO A SET 5/8-INCH REBAR; THENCE S18'06'23"E A DISTANCE OF 10.18 FEET TO A SET 5/8-INCH REBAR; THENCE 4.54 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 963.00 FEET, A DELTA ANGLE OF 00'16'13 A CHORD BEARING OF S07'12'18"E AND A CHORD DISTANCE OF 4,54 FEET TO A SET 5/8-INCH REBAR; THENCE S02'01'42"E A DISTANCE OF 39.30 FEET TO A SET 5/8-INCH REBAR; THENCE 24.30 FEET ALONG THE ARC OF A NON -TANGENT CURE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 481.00 FEET, A DELTA ANGLE OF 02'53'39", A CHORD BEARING OF S13'04'16"E AND A CHORD DISTANCE OF 24.29 FEET TO A SEE 5/8-INCH REBAR ON THE NORTHERLY RIGHT-OF-WAY LINE OF W. COBALT DR.; THENCE FOLLOWING SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING ELEVEN (11) COURSES: 1. S72'34'12"W A DISTANCE OF 30.42 FEET TO A SET 5/8-INCH REBAR; 2. N83'58'29"W A DISTANCE OF 26.21 FEET TO A SET 5/8-INCH REBAR; 3. N66'24'38"W A DISTANCE OF 43.48 FEET TO A SET 5/8-INCH REBAR; 4. 18,55 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 77.00 FEET, A DELTA ANGLE OF 13'48'24", A CHORD BEARING OF S29'44'10"W AND A CHORD DISTANCE OF 18.51 FEET TO SET 5/8-INCH REBAR; 5. 18.85 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 36,50 FEET, A DELTA ANGLE OF 29'35'16", A CHORD BEARING OF S51'25'55"W AND A CHORD DISTANCE OF 18.64 FEET TO A SET 5/8-INCH REBAR; 6. 27.92 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 186.00 FEET, A DELTA ANGLE OF 08'35'58", A CHORD BEARING OF S70'31'33"W AND A CHORD DISTANCE OF 27.89 FEET TO A SET 5/8-INCH REBAR; 7. S74'49'33"W A DISTANCE OF 54,26 FEET TO A SET 5/8-INCH REBAR; 8. 121.33 FEET ALONG "THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 284,50 FEET, A DELTA ANGLE OF 24'26'03", A CHORD BEARING OF S87'02'34"W AND A CHORD DISTANCE OF 120,41 FEET TO A SET 5/8-INCFI REBAR; 9. 94.86 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 962.00 FEET, A DELTA ANGLE OF 05'38'59", A CHORD BEARING OF N77'54'57"W AND A CHORD DISTANCE OF 94,82 FEET TO A SET 5/8-INCH REBAR; 10. N75'05'28"W A DISTANCE OF 442.60 FEET TO A SET 5/8-INCH REBAR; 11. 68,74 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 538.00 FEET, A DELTA ANGLE OF 07'19'13", A CHORD BEARING OF N78'45'05"W AND A CHORD DISTANCE OF 68,69 FEET TO A SET 5/8-INCH REBAR ON THE EASTERLY BOUNDARY OF TM CREEK SUBDIVISION No, I (BOOK 110 OF PLATS AT PAGES 15663 THROUGH 15666, RECORDS OF ADA COUNTY, IDAHO); THENCE LEAVING SAID NORTHERLY RIGHT -OF -'NAY LINE AND FOLLOWING SAID EASTERLY BOUNDARY THE FOLLOWING THREE (3) COURSES: 1. N10'13'14"E A DISTANCE OF 77,06 FEET TO A FOUND 5/8-INCH REBAR; 2. 8.35 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 49.50 FEET, A DELTA ANGLE OF 09'40'03", A CHORD BEARING OF N05'23'12"E AND A CHORD DISTANCE OF 8.34 FEET TO A FOUND 5/8-INCH REBAR; J. N00'33'10"E A DISTANCE OF 269.11 FEET TO A SET 5/6-INCH REBAR ON THE SOUTHERLY BOUNDARY OF TM CREEK SUBDIVISION No. 2 (BOOK 112 OF PLATS AT PAGES 16402 THROUGH 16407, RECORDS OF ADA COUNTY, IDAHO); THENCE LEAVING SAID EASTERLY BOUNDARY AND FOLLOWING SAID SOUTHERLY BOUNDARY THE FOLLOWING TWO (2) COURSES: 1. S89'26'50"E A DISTANCE OF 336.24 FEET TO A FOUND 5/8-INCH REBAR; 2. N46'16'45"E A DISTANCE OF 152.91 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINS 9.422 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 UTD_ITY 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 SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF -THESE LOTS. PLAT OF TM Creek Subdivision No. 3 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 NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(i)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA MERIDIAN IRRIGATION DISTRICT, 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-450.3 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. LOT 21, BLOCK 2 IS A COMMON LOT AND SHALL BE OWNED AND MAINTAINED BY THE OPERATOR, TEN MILE CROSSING, INC. OR ASSIGNS. THIS COMMON LOT IS SUBJECT TO A BLANKET EASEMENT FOR PUBLIC UTILITIES AND PRESSURIZED IRRIGATION. 6. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS -OF -WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, PROPERTY IRRIGATION AND PROPERTY DRAINAGE. PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENTS ARE RESERVED FOR THE OPERATOR, TEN MILE CROSSING, INC. OR ASSIGNS. 7. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN. 8. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. 9. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 10. A PORTION OF LOT 20, BLOCK 2 IS SERVIENT TO AND CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS 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 IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 11, THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT NO, 2019-017271 OF ADA COUNTY RECORDS. 12. ACHD PERMANENT EASEMENT PER INST No, 2019-033348 OF ADA COUNTY RECORDS, (SIDEWALK) 13. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR TM CREEK SUBDIVISION FILED AS INSTRUMENT No. 2016-064819, OF ADA COUNTY RECORDS, AS AMENDED FROM TIME TO TIME. 14. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST" ESTABLISHED NORMAL GROUND WATER ELEVATION. 15. DIRECT LOT OR PARCEL ACCESS TO W. COBALT DR. AND S. WAYFINDER AVE. IS PROHIBITED EXCEPT FOR THOSE ACCESS POINTS APPROVED BY THE CITY OF MERIDIAN AND ADA COUNTY HIGHWAY DISTRICT. 16, PER UDC 11-3B-7C.2, THIS SUBDIVISION IS SUBJECT TO LANDSCAPE STREET BUFFER EASEMENTS WHICH THE LANDSCAPING WILL BE MAINTAINED BY THE OPERATOR OR ASSIGNS. THIS BUFFER IS MEASURED 20-FT FROM BACK OF EXISTING CURB. 17. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE OPERATOR. 18. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT FOR IRRIGATION AS RECORDED IN INSTRUMENT No. 2018-008345, OF ADA COUNTY RECORDS, 19, THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, RECORDED AS INSTRUMENT No. 114045759, OF ADA COUNTY RECORDS, 20.REFER TO FLOOD INSURANCE RATE MAP PANEL NUMBER 16001CO231 H, EFFECTIVE DATE OF FEBRUARY 19, 2003 FOR AREAS WITHIN ZONE 'A' AFFECTING THIS SUBDIVISION. 21.FOUND 1/2" REBAR MARKED "PLS 7880", PULLED AND SET 5/8" REBAR AS SHOWN. CERTIFICATE OF SURVEYOR L 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 TM CREEK SUBDIVISION No. 3 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 ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET ©OISE, IDAHO 83714 PHONE (208) 639-6939 PAX (208) 639"6930 JOB NO. 17-179 SHEET 3 OF 5 �-_ �(E IDR L1\,- PLAT OF APPROVED TM Creek Subdivision No. 3 BLAKE R. ALDER, PRESIDENT BRIGHTON CORPORATION, MANAGER OF BRIGHTON TM APTS, LLC (40.50% OWNERSHIP OF LOT 20, BLOCK 2) ACKNOWLEDGMENT STATE OF IDAHO) SS ADA COUNTY) / 1 THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON /3ry , 2019, BY BLAKE R. ALDER, AS PRESIDENT OF BRIGHTON CORPORATION, MANAGER OF BRIGHTON TM APTS, a. ����.tt..ttnt.. AAA41�rruu.11� dbil;z; StJ`r1?#�'�J399t SIGNATURE OF r OTA UBLIC NOTARY PUD C; lm OBIDAHO II__ r 9Wtl47tSS@ONELPlFlckfY09I�Ctba MY COMMISSION EXPIRES LY' !"t�0o1•� ��//' � 4� MICHAEL A. HALL, PRESIDENT SCS INVESTMENTS, LLC, MANAGER OF SCS TM APT, LLC (19.125% OWNERSHIP OF LOT 20, BLOCK 2) ACKNOWLED STATE OF IDAHO SS ADA COUNTY ) � �� THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON _L3=_, 2019, BY MICHAEL A. HALL, AS PRESIDENT OF SCS INVESTMENTS, LLC, MANAGER OF SCS TM APT, LLC. L . i SIGNATURE OF NOTARY CO'Llfsucl mwy LIC MY COMMISSION EXPIRES �e` 1'�o�•f'i�-�— y i SCM,2CYt4 MICHAEL A. HALL, PRESIDE T SCS HOILVIH.,!', LLC, MANAGER OF SCSH TM APT, LLC (19.125% OWNERSHIP OF LOT 20, BLOCK 2) ACKNOWLEDGMENT STATE OF IDAHO ) 3 SS ADA COUNTY THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2019, BY MICHAEL A. HALL, AS PRESIDENT OF SCS HOLOtMC,42, LLC, MANAGER OF SCSH TM APT, LLC 4:aL ;&- SIGNATURE OF NOTAR UBLIC MY COMMISSION EXPIRES (P Alk JO N GABRIELSEN, MANAGER BRIGHTON VENTURES, LLC, `hk6ACQVIRE='"FITUEAS (OP%LAMD PART!,IERs,LLr- (IV/ 0W4E95}NP OF L0OFU, 131-00K2) STATE OF IDAHO 7NOTARY IVAUQHAN COION #M B1002 PUBLIC OF0aIO tiPlCO)itil.... - .iCvUi/2f)44 ADA COUNTY ) SS THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON ( 2019, BY JOHN CABRfELSEN, AS MANAGER OF BRIGHTON VENTURES, LLC. 1P _ i�Y E4"m�U95vICY� I? 1 NOTARY � 09�;,+'� it SIGNATURE OF NOT PUBLIC Uf3i IG P Wry V, 67€tTE OF &A l0 i (� -1- S� C��uDPI EXFMPi S (F g31S MY COMMISSION EXPIRES Oct�"�.'_$ MICHAEL A. HALL, MANAGER MAK, LLC (6.75% OWNERSHIP OF LOT 20, BLOCK 2) ACKNOWLEDGMENT STATE OF IDAHO ) ) SS ADA COUNTY ) � THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON "ram �3 ' 2019. BY MICHAEL A. HALL, AS MANAGER OF MAK, LLC. -S-; U4. a w l/�LSQf _jtLLIti °HvilVlLr# �1V SIGNATURE OF NOTARY FUaICCO f ri �yN +r' Jt(y1 MY COMMISSION EXPIRES ± O -�oa� MY COA 2. .,,tNr ,• ."'.FIF lf,=4 BLAKE R. ALDER (4.50% OWNERSHIP OF LOT 20, BLOCK 2) SS ADA COUNTY) THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2019, BY BLAKE R. ALDER. ESTATE ARIVAUGHM o, Jupu iSS1ONM2019, e SIGNATURE OF NOTARY PI C TARYPUJtiC j OF IDAHOSION FO(pp:ms MY COMMISSION EXPIRES 10-i aoa�rtscnr W. TWNITU-L—LPRESMET TEN MILE CROSSING, INC. (OWNER OF LOT 21, BLOCK 2) STATE OF IDAHO SS ADA COUNTY ) :��//�/n/ ���,, �� �� 22� THIS RECORD WAS ACKNOWLEDGED BEFORE ME ONE-'✓ 2019, BY DAVID W. TURNBULL, AS PRESIDENT OF TEN MILE CROSSING, INC. SHISS ON #2FWAi COAAMISSION I12018'10� NOTARY PUBLIC SIGNATURE OF NOTAR BLIC STATE OFIDAHO MY COMMISSION EXPNM COOLOAM / /� MY COMMISSION EXPIRES d -C20; D�pL LAIVo � G15iE 112459 �F OF ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930 JOB NO. 17-179 1 SHEET 4OF5 PLAT OF TM Creek Subdivision No. 3 l l ('0 re/3 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPRO BYEp Y THE BUARID DA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE � DAY OF [�w 20 a S A P E DENT DA COONTY HIGHWAY DISTRICT APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED- AND APPROVED THIS 31 DAY OF `K �'� A.D. 20 0 BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CITY ENGINEER L.�• 4I43v APPROVAL OF MERIDIAN CITY I, Olk•I �ohnJonl������/� CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN AJECULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 1V)WTb, A.D. 201 THIS PLAT WAS DULY ACCEPTED AND APPROVED. 04 �� UnNU MERID TAN Y CL C CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE SPATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY COUNTY SURVEYOR PCs # 13553 / o M aw """ 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. ADA - _ U 'na 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. 8tzubal) P&n 5. �3- 261q COUNTY TREASURER �+ �i�+' '�Vr� DATE: CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO ) )) SS ADA COUNTY I HEREBY CERTIFY "THAT THIS PLAT OF "TM CREEK SUBDIVISION No, 3 WAS FILED AT THE R/EEQ�iU+'E�ST OF iY— AT 5�_ MINUTES PAST � O'CLOCK M., THIS 1 � UAY OF /"'l�.�i�, �/1�; A.D.,1IN MY •OFFICE AND WAS DULY RECORDED AS BOOK �,fp OF PLATS AT PAGES ! tO THRU INSTRUMENT NUMBER 20!el" Mtb3 1. C i �. U U'fY / �^f� FEE: - --2( ,O f0 -IZ• io I EX-OFFICIO RECORDER km ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930