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Recorded PlatLS87"5951E 185.00'-- - U FND 3 112" ITD BRASS CAP 45+25.91 PC O No• � R� �Y (•y/nr.�411. ADDITIONAL RIGHT OF WAY AS PER WARRANTY DEED INST. No. 2017-058127 15 S89° 11'34"E / 36.00' - - - ---- - - _ - - -_ W1/4 _ r O.B. / -------- - - - ALUMINUM CAP I "PLS 8961" CP&F INST NO. 2 11102?r595 �� H 3 4 i I � I BLOCK 1 5 4.00" � 6 SEE SHEET 2 i to I p 11 I SEE DETAIL 6 Q I I SHEET 2 7 i �1) FINAL PLAT OF TM C A PORTION OF THE SOUTHWEST 114 OF SECTION 14, TOWNSHIP 3 NORTH., RANGE 1 WEST., B.M., RIGHT OF AS PIER TIONAL WARRANTY DEEDY CITY OF MERIDIAN, ADA COUNTY, IDAHO INST. No. 2017-058127 -2017- C 1 /4 5/8" REBAR "KESTREL PLS 12722" CP&F INST No.108074836 C' S89°11'34"E - 495.24' 1�¢ -- ------------ C**) Z_ \ Z 2 I I I I I 8 9 toll UNPLATTED Z 7 3 i BLOCK 2 I I ( O �I I 4 I I t o I '�= �"-"' a -�'5� E7� �• O ACHD ACHD- GHD ACHD I N8g° 11' 34"W - 753.77-- - O•I t 5 10 I�I W. EXCURSION IN. (PVT) I¢II ( o 7 1 1 to N \� (°II S. SENTINAL LN. (PVT) UNPLATTED (o m ti o .. \ 6 II I N IN m twp I I 7 SEESDHEETI2 \ • \ \ \ 7 I< T = , 8 5° / / \ \ ( R 11 M _ I _ _ _ _ 6 sD ( o �• S ! - - - -- ----- --- L_ Cq - s�N89°_11` 04"W - 401,68'- - i w w w - w - w - �� ��/\\\\\\ con ! • D--------- - ��•-- �� � w w-ww-ww-w-w- I ! `�-j `3 C s - SO �9,__ - s D - SD O O � \� O -- � D w- w- w w w- w- 4 1 N W. NAVIGATOR DR. - - - - N89°27'25' ; - r - - - 9 - 7 . 45.95' ° sz5r' 8 I - 1 W. NAVIGATOR DR. 7 1 c 9D J Cl? ,^' • UNPLATTEDCN 2 I y N I 5 O \ SEE DETAIL o " N ° $Zy� ��, \ SHEET 2 NO 48 56 E I 3 ( (� W _ 310.13' I 11 UNPLATTED _ _ I v C4 P. oIR 5 O •� BLOCK 3 1 1 N80°20'49'9N o R ��°j w N82°36'22"yy ! _ 96.09' UNPLATTED S890 11' 347E - 2125.16' -o Z - 580.78, P34.58 4.24,36- S2°25'00"E 61.59' N8203226"W EQ%<O co � Oft m It L6Z oNu8N1° • FOUND BARE 5 194,94 N81°28'S3 L5 L6 /8 W-42107' -`a CAPPED WIPLS9895 - - - - - - W .r- 2S- °° N - - - - m5„ c�n X _-o- RAP am ° MN85034101 =8; I � CC ,EN C t/NE N89°34'03"W - 501.27' - ooM y CENTERLINE INTERSTATE 84 C-D 319+00.00 Vn _ _ _ - - - - - - - - - - - - - - - mzi NOTES: . 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION BOUNDARY HAVE SPECIFICALLY ALLOWED BY THE ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. A 10-FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, PROPERTY IRRIGATION, AND A.C.H.D. 13. SEE RECORD OF SURVEY No. 10438 FOR ADDITIONAL BOUNDARY INFORMATION AND ITD 1-84 RAMP AND TEN EASEMENT UNLESS DEMENSIONED OTHERWISE. SAID EASEMENTS ARE RESERVED FOR THE OPERATOR, TM AS MILE ROAD STATIONING AND CENTERLINE OFFSET. PER THE MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, INST. NO.2016-065448. 14. REFER T THE NAMPA & MERIDIAN IRRIGATION DISTRICT LICENSE AGREEMENT INST. AND 2MENT 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES "NO I T No. 1 RELINQUISHMENT OF THE PURDAM & TAAMENYLOR DRAIN EASEMENT AS RECORDED AS INSTRUMENT No. 113095548,I I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A 113016619, 113016620 AND 113016621 AS AMENDED, RECORDS OF ADA COUNTY, IDAHO. 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 15. REFER TO CITY OF MERIDIAN, TM CROSSING SUBDIVISION (FP H-2016-00099) CONDITIONS OF APPROVAL, OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. AUGUST 18, 2016. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR 16. THIS SUBDIVISION IS SUBJECT TO THE MASTER DECLARATION OF COVENANTS, CONDITIONS AND NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION RESTRICTIONS AND RECIPROCAL EASEMENT AGREEMENT FOR TEN MILE CROSSING THAT ARE FILED FOR THEREOF." RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AS MAY BE AMENDED FROM TIME TO TIME AS 3. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED INSTRUMENT No 2016-065448 OFFICIAL RECORDS OF ADA COUNTY, IDAHO. r SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 17. LANDSCAPE EASEMENTS SHALL BE MAINTAINED BY THE OPERATOR OF ASSIGNS UNDER THE r 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE AFOREMENTIONED COVENANTS, CONDITIONS AND RESTRICTIONS. r FND 3 1/2' DIMENSIONAL STANDARDS OF THE ZONING DISTRICT IN EFFECT AT THE TIME OF ISSUANCE OF BUILDING 18. "LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY." ' ITD BRASS CAP 23+23.59 PT PERMITS. 19. "NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED I 00 5. NO LOT SHALL AT ANY TIME FILL OR OBSTRUCT ADA COUNTY HIGHWAY DISTRICT DITCHES OR SWALES. IN SANITARY RESTRICTION RELEASE." N 6. LOT 1, BLOCK 1 IS DESIGNATED AS A COMMON LOT, IS ANON -BUILDABLE LOT, AND IS OWNED AND MAINTAINED 20. A PORTION OF LOTS 2 & 8, BLOCK 1 IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE `) BY THE OPERATOR OR ASSIGNS. SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER o 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT INST. No. 2017-066301 AS FILED FOR RECORD IN DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT No. 2015-103256, OFFICIAL rn THE ADA COUNTY RECORDERS OFFICE. 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 8. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND WITH IDAHO CODE 31-3805(b). THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. SEE ALSO TEMPORARY LICENSE INSTRUMENT No. IRRIGATION SYSTEM. ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS 2017-060518 AGREEMENT AND 2017-066301 AMENDMENT, RECORDS OF ADA COUNTY, IDAHO. AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE OPERATOR. AS DEFINED IN THE MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, INST. NO. 2016-065448. 9. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT No's. 114002254 & 2016-062220 AS MAY BE AMENDED FROM TIME TO TIME, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. 12. DIRECT LOT OR PARCEL ACCESS TO S. TEN MILE ROAD AND S. VANGUARD WAY IS PROHIBITED UNLESS 15 14 0. 22 23 SEC. COR. N89014'58"W - 2652.28' - ALUMINUM CAP "PLS 10729" CP&F INST. No.111026808 14j S 1 /4 23 ALUMINUM CAP "PLS 12459" CP&F INST. No.110088910 BOOK PAGE 200 0 100 200 400 SCALE: 1 "=200' LEGEND 15-I-14 22 23 SECTION COR. MONUMENT AS NOTED 15` 1/4 COR. MONUMENT AS NOTED 14 0• SET 5/8" REBAR W/ CAP "KHC PLS 9895" • SET 1/2" REBAR W/ CAP "KHC PLS 9895" OO FOUND 5/8" REBAR AS NOTED 1$� FOUND ITD BRASS CAP 0 SET 1 1/8" BRASS CAP "KHC PLS 9895" Z�l CALCULATED POINT P.O.B. POINT OF BEGINNING - - SUBDIVISION BOUNDARY LINE RIGHT-OF-WAY LINE - CENTERLINE LOT LINE - - - - - - - - EASEMENT LINE SECTION LINE ......................... I............. TIE LINE - - N ADJOINER LINE w w - w w WATER LINE EASEMENT (KEY NOTE 4) A.C.H.D. SIDEWALK EASEMENT (KEY NOTE 7) SD SD SD ) ACHD- ACHD- ACHD- KEY NOTE 10) A.C.H.D. TEMP. CCESS EASEMENT (KEY I I KEYNOTE 1 DIMENSIONS A.C.H.D. ADA COUNTY HIGHWAY DISTRICT O KEYNOTE: Q PERMANENT SEWER EASEMENT INST. No.106122362 Q2 PURDAM DRAIN EASEMENT INST. No.113016620 Q CROSS ACCESS & UTILITY EASEMENT INST. No. 2017-003423 ® WATER LINE EASEMENT INST. No. 2017-051911 and 2017-051908 ® PERMANENT STORM DRAIN EASEMENT INST. No. 112003764 © SEE NOTE 20. Q A.C.H.D. SIDEWALK EASEMENT PER INST. No. 2017-063623 QS PERMANENT A.C.H.D. EASEMENT PER INST. No. 2017-063624 ® TEMPORARY EASEMENT PER INST. No. 2017-062588 10 TEMPORARY EASEMENT PER INST. No. 2017-060520 11 PERMANENT A.C.H.D. EASEMENT PER INST. No. 2017-063622 Q TEMPORARY A.C.H.D. STORM POND EASEMENT PER INST. No.2017-063754 Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING C1 116.18' 230.98' 28'49'10" 59.35' 114.96' S76° 24' 25"W C2 84.20' 168.98, 28°32'54" 42.99' 83.33' S76° 16' 15"W C41 193.82' 7,220.00' 1 °32'17" 96.92' 1 193.81' S1 ° 11' 53"W Line Table Line # Length Direction L1 71.14' N01 ° 31' 40"W L2 92.20' N12° 05' 45"W L3 166.76' N46° 58' 34"W L4 104.00' N73° 55' 01"W L5 15.00' SO4° 25' 59"W L6 110.00' N85° 34' 01 "W L7 25.00' N04° 25' 59"E L8 83.12' N81 ° 01' 33"W HORROCKS E N G I N E E R S OCTOBER 6, 2017 SURVEYING 847 PARK CENTRE WAY, SUITE 3, NAMPA, IDAHO 83651 2 0 8 - 4 6 5 - 5 6 8 7 lOB NO. 16006 SHEET 1 OF 4 SHEETS FINAL PLAT OF TM SUBDIVISION A PORTION OF THE SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH., RANGE 1 WEST., B.M., S89°34'16"E S89'11'34'E \ CITY OF MERIDIAN, ADA COUNTY, IDAHO - �79.5514�36.00, -2017- PF O.B. = -' -- - - _ _ S890 11' 34"E - 2125.16' UNPLATTED �15 N �64.�F-!7'------------r---703.36'- N --- - - - ,-O. - - - - - - - - - -- 65.62 60.29 \----------477.89----- cry -- -344.3T------ ALUMINUM CAP L•�- - - - - - - ---------------------- CP&F INST - - �� / [S89°11'34"E-1790.19']No.111022595 - O 1 o i [S87°29'26"E - 311.361 �Y [N49°56'17"E - 78.48'] 2 \\ 9� �g \ 6, 1 io \ i N M o 0 w1 � W I cl I ai I o M I � � z zo v $ ( 10, (See Note 1) 1 i LANDSCAPE UTILITY EASEMENT o 1 0 I I PLS 8251" N89°42150"W i LO 4.00' 11 0 t go, I I J L3 Lo ccy I M N pl ( !� ru, I a T Z �o11 M Co w �o P) I y �Z I m I C SDT I N89027'25"W I D 45.95- \C4 N01 °31'40"W-� 71.14' ^PLS O 8251" z N N o � N' ..QZy1 Oo� $ o N N W� 4- LO N FND 3 1/2" ITD BRASS CAP 23+23.59 PT N04003'37"W 48.84' 5.91, S01 31.55' 76.48' BLOCK 1 S, �. 121,75' � � D tf) � © 9 N89011'04"W - 778.46' 3 N89°11'04"W - 815.98' 4 N89°11'04"W 833.74' 5 N89011'04"W - 831.31' 6 N89011'04"W - 828.74' J N89011'04"W - 857.29' I� o vz o 8 Q ------------- \SD 'C- N89°11'04"W-_40_1.68'______ _ _ _ _ ✓J / �� SD SD SD SD SD SD SD SD SD SD SD SD C A SD • i/ SD / - - - - - - - - - - - - - - - - - - - - - C SO SO SO SO SO SO SO SO - SD - SO - SD - SO Q9 \ S89°11'34"E - 426.39' I \ \ h r- -' 2 � ( � ui ay 1 L) cp M S89°11'34"E - 394.00' � WI 8 w P NI co00 G, , 'I o (Z} °' 3 o zl BLOCK 2 0 D ' I z 7 S89°11'34"E - 376.16' T I 10, (TYP I See Note 1) 4 ( zO N 10, (TYP N (D See Note 1) ----------------- J \ U) O N M S89°11'34'E - 371.74' AGN2�-�GtlDyQ--AC 4 - _ _ -_w_- _ W 21 .74' ACHD- ACHD- ACHD- ACHD-ACHD ACHD- 16•00I ACACID ° ( _"344_3T=- \ w-w-w-w-w� W. EXCURSION LN. w w w_ (PVT- _ - N819O 11' ------- N Imo- \- N M Cy -- -- N N �o) r 5 cn � W I N - � a l \ / I ' S89°11'34"E - 201.66'�- N 7 aM zl �Q N\ � C) \ O I I I 6 I z I a N04°20'40"W2 \ \ Lo I (I w 34.47' 120 02� \� c V'� _O \ Oc,� 7� \ 7 I I SEE SHEET 1 FOR 13.75' 'p 53 So NSO 6 \ I ` I I KEY NOTES AND LEGEND - -201.31, - -_ - 5o G3o � O a� \� �� C22 I -120.84'- J N A_ M� - SD So �\ Q c29 \ W. NAVIGATOR DR.� \ >w-ww-ww- \ S89°11' - 201 - - \� -*- S89011'04"E w-w-ww W. NAVIGATOR DR. GZ$� C3a -CY-w\w 120.84' 1 -0 11 N \ \ 81----194.65- O - 7 - IC I W 1 1 I L J 6.65' - C2s--120.81'- - 12'CHD-I 0 SD . 5.52 SD- SDJ 4 S16°07'55"E ( o 11.40' In coV � UNPLATTED "' N GO 1-7 1 2 et o s a; 104 o N I 1 ��ss8 a l N 3 F 1 I co Q CD !y co �9 p uoj co N cry co ------- • 160 BLOC)( 3 co Oi„-14' _ v N�3 SS'Oj ,W a 26 o 5 2 N82° 32` "W - 34.80, A 181 1 p4.00, _ 194 • - _ _-324.20' N80020'49"W 15 l 14 22 223 SEC. COR. ALUMINUM CAP "PLS 10729" CPBF INST. No.111026808 u, ; TIMBERLINE N82°36'22" W - 580.78' AM 1 34' 58-w- 4j24-'�- J � 84 OFF RA&4fp a o N81 °28'53-W - 421.07' SURVEYING 847 PARK CENTRE WAY, SUITE 3, NAMPA, IDAHO 83651 208-465-5687 SHEET 2 OF 4 SHEETS JOB NO. 16006 HORRO CR.s E N G I N E E R S OCTOBER 6, 2017 SO4 00.16'_ S2°25 • - ' \61.59' -o 131 f 518 - - N85°34'0111W GP PEDwP`S9g95 110-00' °-___--N04°25'59"E 15.00, a N 0 am 00 BOOK I 11, , PAGE 100 0 50 100 200 SCALE: 1 "=100' 31�5'----70.2 - 95'- - - - - - ----- - I �� f CL 1--z I I p N �W ( I i1 o ) N I 9 � w Z z I �W l 10 1 t~- N W � t C4 °O Lu J zaLu z I (' Y I a ( I 1 ( I _ _ _ II I w = w = w= 319.15' = w __ 9025'- J W - 753.77'- w - w -- ---0• Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING Cl 116.18' 230.98' 28*49'10" 59.35' 114.96' S76° 24' 25"W C2 84.20' 168.98' 28°32'54" 42.99' 83.33' S76° 16' 15"W C3 63.62' 168.98' 21°34'19" 32.19' 63.25' N72° 46' 57"E C4 20.58' 168.98' 6°58'35" 10.30' 20.56' N87° 03' 24"E C6 62.93' 424.00' 8'30'12" 31.52' 62.87' N28° 07' 46"W C7 88.70' 375.00' 13°33'08" 44.56' 88.49' N30° 39' 14"W C8 117.83' 326.00' 20°42'30" 59.56' 117.19' N34° 13' 55"W C9 20.51' 731.00' 1 °36'26" 10.25' 20.51' N23° 04' 26"W C10 120.94' 731.00' 9°28'44" 60.61' 120.80' N17° 31' 51"W C11 116.23' 731.00' 9'06'35" 58.24' 116.10' N8° 14' 11"W C12 57.72' 731.00' 4°31'26" 28.87' 57.70' N1° 25' 11"W C13 315.39' 731.00' 24-43-12" 160.19' 312.94' N11° 31' 04"W C14 336.53' 780.00' 24'43'12" 170.92' 333.92' N11° 31' 04"W C15 357.67' 829.00' 24'43'12" 181.66' 354.90' N11 ° 31' 04"W C16 54.41' 829.00' 3°45'39" 27.22' 54.40' N21° 59' 50"W C17 110.13' 829.00' 7°36'41" 55.14' 110.05' N16° 18' 40"W C18 106.75' 829.00' 7°22'40" 53.45' 106.67' N8° 49' 00"W C19 86.38' 829.00' 5'58'12" 43.23' 86.34' N2° 08' 34"W C20 51.06' 251.00' 11'39'17" 25.62' 50.97' S4° 59' 07"E C21 298.93' 251.00' 68°14'16" 170.06' 281.58' S44° 55' 53"E C22 44.40' 251.00' 10*08'03" 22.26' 44.34' S84° 07' 03"E C23 394.39' 251.00' 90°01'36" 251.12' 355.05' S44° 10' 16"E C24 471.38' 300.00' 90°01'36" 300.14' 424.36' S44° 10' 16"E C25 238.43' 300.00' 45'32'11" 125.91' 232.20' S66° 24' 59"E C26 33.82' 349.00' 5°33'05" 16.92' 33.80' S86° 24' 57"E C27 212.56' 349.00' 34°5349" 109.69, 209.29' S66° 1 V 30"E C28 177.60' 231.00' 44°03'05" 93.45' 173,26' N68° 47' 23"E C29 155.21' 200.00' 44°27'49" 81.75' 151.34' N68° 35' 01 "E C30 129A9' 168.99' 43'54'12" 68.11' 126.35' N68° 51' 54"E C31 81.48' 349.00' 13°22'37" 40.93' 81.30' S31 ° 51' 44"E C32 119.95' 349.00' 19°41'35" 60.57' 119.36' S15° 19' 38"E C33 38.51' 349.00' 6'1923" 19.28' 38.49' S2° 19' 09"E C34 239.95' 349.00' 39°23'35" 124.94' 235.25' S18° 51' 15"E C35 232.95' 300.00' 44°29'25" 122.70' 227.14' S21 ° 24' 11 "E C36 246.38' 349.00' 40°26'54" 128.57' 241.29' S68° 58' 02"E C37 101.86' 230.98' 25'1602" 51.77' 101.04' S78° 10' 59"W C38 14.32' 230.98' 3°33'08" 7.16' 14.32' S63° 46' 24"W C39 32.23' 168.98' 10'55'46" 16.17' 32.18' N67° 27' 41"E C40 31.39' 168.98' 10°38'33" 15.74' 31.34' N78° 14' 50"E C42 35.02' 349.00' 5°44'59" 17.53' 35.01' S35° 40' 33"E F9 I MA I Wkg WA I lk I t0l 9 BOOK a PACE KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED ARE THE OWNERS OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. THE FOLLOWING DESCRIBES A, PARCEL OF LAND BEING A PORTION OF PARCELS "E AND F", AND ALL OF PARCEL "G" AS SHOWN ON RECORD OF SURVEY NUMBER 10560 RECORDED AS INSTRUMENT NUMBER 2016-064800, AND AS DESCRIBED IN QUIT CLAIM DEEDS INSTRUMENT NUMBERS 2016-039381, 2016-039382 & 2016-039383, RECORDS OF ADA COUNTY, IDAHO AND LYING IN A PORTION OF THE SW 1/4 OF SECTION 14, TOWNSHIP 3 NORTH., RANGE 1 WEST., BM., CITY OF MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SECTION 14, TOWNSHIP 3 NORTH., RANGE 1 WEST., BM., FROM WHICH, THE SOUTHWEST CORNER OF SAID SECTION 14 BEARS, SOUTH 00-30-10" WEST, 2659.45 FEET'; THENCE ALONG THE NORTHERLY BOUNDARY LINE OF THE SW 1/4 OF SAID SECTION 14, SOUTH 89'11'34" EAST, 36.00 FEET A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SOUTH TEN MILE ROAD AS SHOWN ON RECORD OF SURVEY NUMBER 8843 FOR THE IDAHO TRANSPORTATION DEPARTMENT, AS FILED FOR RECORD AS INSTRUMENT NUMBER 110088345, RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING: THENCE LEAVING THE EASTERLY RIGHT OF WAY LINE OF SOUTH TEN MILE ROAD, AND CONTINUING ALONG THE NORTHERLY BOUNDARY LINE OF THE SW 1/4 OF SAID SECTION 14, SOUTH 89'11134" EAST, 2125.16 FEET; THENCE LEAVING SAID NORTHERLY BOUNDARY LINE, SOUTH 00°48'26" WEST, 435.69 FEET; THENCE, NORTH 89°1 V34" WEST, 753.77 FEET; THENCE, SOUTH 00D48'27" WEST, 771.62 FEET TO A POINT BEING ON THE NORTHERLY BOUNDARY LINE OF THE PURDAM DRAIN EASEMENT AS FILED FOR RECORD AS INSTRUMENT NUMBER 113016620, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY LINE OF THE PURDAM DRAIN EASEMENT, NORTH 80°20'49" WEST, 96.09 FEET; THENCE CONTINUING, NORTH 81 '34'58" WEST, 424.36 FEET; THENCE CONTINUING, NORTH 82°32'26" WEST, 194.94 FEET; THENCE LEAVING SAID NORTHERLY BOUNDARY LINE, NORTH 00948'56" EAST, 310.13 FEET; THENCE, NORTH 89°11'04" WEST, 401.68 FEET; THENCE SOUTHWESTERLY 116.18 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 230.98 FEET, A CENTRAL ANGLE OF 28-4910" AND A LONG CHORD WHICH BEARS, SOUTH 76-24,25" WEST, 114.96 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY 84.20 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 168.98 FEET, A CENTRAL ANGLE OF 28°32'54" AND A LONG CHORD WHICH BEARS, SOUTH 76°16115" WEST, 83.33 FEET; THENCE, NORTH 89°27'25" WEST, 45.95 FEET TO A POINT BEING ON THE EASTERLY RIGHT OF WAY LINE OF SOUTH TEN MILE ROAD AS SHOWN ON RECORD OF SURVEY NUMBER 8843 FOR THE IDAHO TRANSPORTATION DEPARTMENT, AS FILED FOR RECORD AS INSTRUMENT NUMBER 110088345 RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE EASTERLY RIGHT OF WAY LINE OF SOUTH TEN MILE ROAD, NORTH 01-31-40" WEST, 396.89 FEET; THENCE CONTINUING, NORTH 89°42'50" WEST, 4.00 FEET; THENCE CONTINUING, NORTH 00-30'10" EAST, 456.76 FEET TO THE POINT OF BEGINNING: SAID PARCEL OF LAND CONTAINS 38.65 ACRES MORE OR LESS. THE PUBLIC STREETS AS SHOWN ON THIS PLAT ARE DEDICATED TO THE PUBLIC. PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. IN WITNESS WHEREOF, WE HAVE HERE UNTO SET OUR HANDS THIS DAY OF Q ``20 1 X 7 TA/I�ffW! TURNBULL _ HRESIDEN I OF I EN MILE CRU6SINt3 INC., MANAGER SBG TEN MILE OFFICE No.1 LLC., J. THOMAS AHLQUIST MANAGER SBG TEN MILE OFFICE No. 1 LLC., MANAGER SCS INVESTMENTS LLC., ITT /,U►,[071►[H►� la►� I:ja.�:j:�[�1::[il►■1\►�/�+9a� la►ay[Ri� I I LiTA I Is] V R qCV-0i I ILI Im" I I I on] W k, L71 i ft" I relE ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF 1kkk ON THIS DRY OF , 20 BEFORE ME, 9YKA A NO ARY PUBLIC, PERSO ALLY APPEARED DAVID W. TURNBULL KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF TEN MILE CROSSING, INC., AN IDAHO CORPORATION THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID CORPORATION �A'C ,Ij�WLEDGED TO ME AT SAID flRPfljjff T ME. .®`°��1��` McC� �`P®® ICA%TQ®.® A Y P I AH MY COMMISSION EXPIRES: _ ®•� ACKNOWLEDGMENT 4 OF 1%1� ••• 91 STATE OF IDAHO COUNTY OF SS. ON THIS DAY OF , 20 BEFORE ME, ®® V A NOTARY PUBLIC, PERSONALLY APPEARED DAVID W. TURBULL, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF SBG TEN MILE OFFICE No.1, LLC., AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY XECUTE THE °A„M +040,•, ®••.e..®•, .lid •.. N TA PUBLI R IDAHO �',® MY COMMISSION EXPIRES: l s� ��® AOT'A x ._ 1 • 1 _ -abZeT1:1 kikI STATE OF IDAHO COUNTY OFSS. e •'•,� OF I'D �:.••' ON THIS DAY OF . 20 BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED J. THOMAS AHLQUIST, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF SBG TEN MILE OFFICE No.1, LLC., AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO ME THAT SAID LIMII,�AIai"WTY COMPANY EXE TED THEA A(ji BIQ•s®® NOTARY PUBLIC FOR IDAHO 140TAQk • MY COMMISSION EXPIRES: _ °;; 2 ®®: ACKNOWLEDGMENT *'lfL1C ®•s `••.....•••• ®, OF tp°°•' STATE OF IDAHO COUNTY OFSS. ON THIS DAY OF , 20 BEFORE ME, 9 A NOTARY PUBLIC, PERSONALLY APPEARED STEVEN C. SMITH, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF SCS INVESTMENTS, LLC., AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND ACKNOWLEDGED TO THAT AID L MIT D I BIiY COMPANY EXECUTED THE SAME. NJE T RY PUBLIC R IDARY PUBLIC R IDA MY COMMISSION EXPIRE xt ® •s•'®i;�OFofl � � ®0® CERTIFICATE OF SURVEYOR: 1, KENNETH H. COOK, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF TM CROSSING SUBDIVISION AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS & SURVEYS AND THE CORNER PERPETUATION AND FILING ACT, IDAHO CODES 55-1601 THROUGH 55-1613. KENNETH H. COOK ACKNOWLEDGMENT STATE OF IDAHO COUNTY OFAJOL SS. LICENSE No. 9895 ON THIS DAY OF Witt, 20 BEFORE ME, A NOTARY PUBLIC, PERSO ALLY APPEARED DAVID W. TURNBULL KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND KNOW DGE TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. A A & JA A - I I I I Mg— N TARY PUBLIC FOR IDAH MY COMMISSION EXPIRES: 1:51�••''M��A M,� ®®®® ®" SOT 4 I- «®� ® e . HORROCKS E N G I N E E R S SEPTEMBER &, 2017 I SURVEYING I 847 PARK CENTRE WAY, SUITE 3, NAMPA, IDAHO 83651 208-465-5687 JOB NO. 16006 SHEET 3 OF 4 SHEETS FINAL PLAT OF M', 3 A mj--t)- Kl APPROVAL OF A,; --.'A COUNTY H111GHWA-Y DIST—M7 W-,-� Ihe Board! of -Ada 'Cou.nitv 11- 'ZDun, tIrr, -ry C R-111, llc-!CAJI-E OF COUN ll -T,'REASURER `v -`,e as iln a nd lo'," e '-our,' 'Aida S'ate-, c-ff 'd a r the L the 1 Ull IV 0, -2 n r-quiremerlts of '418, dCJ 3-A d, e ioeen, pa d m prrc,pei fc)r the in.,duded tlhf-S pr, p GpA 31 Ca� O'l !qeyft t7drT f a, o j w A. QW CO LL L�2 ::T7-17 TF C., Z If` A4 e e4J Ll ✓ Arr"PROVALr OF CITY (—MNCIL ev�v Ci he - rsiqned,,-� t for fl,ne cjf PAeddian, Ad'a Cou.,,--itv. !'daho, do herebv cer'U'r-that ¢µ-neeUng GER-TIFICAT"F C0UNL-rVczl QN,"PYOR- at- a d N le lo on, .ham 'aJ- Ths Plat was di'Ahi acrc nted anid ap,cr�c.,o,; ieL, dersnf�d 1i acM"claC)Utv-Jano, Coery "-W FC, OH lw- , 'A�v6VO c ,,,, �at ano m I�Sp� " - tnat t m�vOoes with fi y - � C R - I z � � �- "r-, I Jl�- � F -1 l 'T"e S�a�e, zc)�-'�da`-o "'o"-, s� rvF,,-,� I -T-av 00-C-5, A,lerk lano ri, NJ Date APr'-RC)VALL Of-- ENGINEER Y L, th,�, 'Jindersignei Git,,,y EEngireer in an-d for '-rle Git--y' 4.,--�fTiiileridiaar, A, a 1da o herelij-y a.-Lomve s, pla,,- "ERTIFICATE' COUNT'Y RLECORDE-RO, k-0 L— , � I il-1 �1- -i waieG reccw l "z l, d at tn* e.pad --)S' ruzles past" 0 AA_ oiul, ri,,, 6 m Flla�,,,,,, Pages-1,63-1-1, t-vouw-, )6330 LjCATE T s t r u m.,a`N c, Sani,tary n stricIbms as i v-, �ca- c 'e. -rit- n r I a ve, r Q to mr c�lapte; een sausfied acc, wddng -earl iiire wIlth t h e C" o I I ty R e c r be orci eir c-, i�sbnq the condiftion"S Of' approw i -a h i 6 a a a S a n H' r en, il Mi -§h r-,-astf CF,?)r-,,s ma-taCC,,,L,�ranc.e �,p,�q be + �, 0, Sec daho Cc)de, ol,� 4-he s i ot Rol cerfifia,te 0' . .... - ------- 40 0,;r2oo,, D e p ty. e Z % , C.- A D A Health 'S Dis�ftt DJepartmeM, U LE