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Spurwing Grove #4�ct ;L �-f PLAT SHOWING SPURNING GROVE SUBDIVISION NO. 4 BEING A RESUBDIVISION OF A PORTION OF LOTS 1 AND 2, BLOCK 4 OF JAYKER SUBDIVISION —PHASE 1, AND A PORTION OF THE EAST 1 /2 OF THE SW 1 /4 OF SECTION 22, T. 4 N., R. 1 W., B.M., C0 MERIDIAN, ADA COUNTY, IDAHO LEGEND Engl / / \ 'neering Northwest, LLC 50 FOUND ALUMINUM CAP � B OI S E, I ®/hp"'1 H O � FOUND 3-1/2" ALUMINUM CAP C_ 12 0- ;0" C- 7 (D / Bi OY,Nf / 54 S89'30'12"E 31 .77' 2,77' 8. 50 29''29, 29N.29' 8 • a) MVVMK� 8 3 CV r-• � Nd- o 4 0 O ' m co N.O OO Oct r , 4104 r L�o T 0720Z 'C-56 C) S n 89'30'12 "E 00 4130 �p h 2766 • 036.89' N C-45 O O C_4-5 C,4 4 • N L-12 M• z 0 • a rn • N. �- � _ C--4-6 • M J C-55 _ > 0 CO c-48 °,A9F o'4055 „,I o PO DETAIL 'A' P s6 EE c�41;c-4� N SCALE: 1 " = 50' P \- ��PR �� 4o y,y s� 4117 F- 0 I N 3 ��{ s 4143 , 22 01 0 5 a 81- '- G / H W 4169 � ��. 23 s. � � �, Zg o29' � S9•o1' oa ti �$�� 4195 ��24 a5% 6' ? 1O9 0 yc' � L; 45 4221 >1 25 ao�$' r s_ ' i 2�� O,y �s s 26 0 _ , K ao 5 S� � \ 10 G '0 G �® pl. ads B� 0 S89 081 o2"E G� ��d �� 27 °' o �s9 \ \ \ '��� / 42 w 1 os.32' 13, 8' �A' ^�`' 1 0 28 o �N0 \ \ \ \ 9 `s/ co -0 In �N 42 3 ems. F o \ ti O U 31 31' S 29 6t O �• \ \ F p,L\. z 1 6 2'`LOd�N�GNLPNO \ ti ® "6 ��'►o w \ L- 57.41' G429 ' • 0 W. HIGHLAND FALL •M DR. 00 CD io r_ 30 • N N89'2842W 7 • rn O ._ 0 141.47' w �+ (.0 ul S89'S2'17'E N 0+ \ 113.24- CINI0 688 ��a r rl 0 00 mho Ul. o o ® uj I� 6 N. Z87 31 N G N W MI N8912898'"W cn N N6a44yrbo 2�m 6s �V� S Q g ® \ J \ I- O 6 2' �25 9 �Q ° I �' H O o0 8 31, 3W `j DO' S Q Z 0 5 32 • 56 oa g6v+ a6842��&,QO r So \ O�� �2 SEE DETAIL 'B' r -� • 7�a���� �c� �� ���6824 0� �� v �lb ,s • � 3 835 oe o¢ c'\ Q �F'G� F,�•�� J A Y K E R o`��602 2yg2• G� SUBDIVISION PHASE 1 J • O �� g°C �9 0 s. \ SEE DETAIL 'A' 80 REAL POINT OF BEGINNING i lb OCK • G\ 0 �! CURVE DATA: CURVE LENGTH RADIUS DELTA CHORD BRO. CHORD DIST. C-1 31, 21' 137, 00' 13° 03' 15' S43' 21' 36' E 31. 15' C-2 101. 61' 337. 50' 17° 15' O1' S28° 12' 28' E 101. 23' C-3 22, 94' 1831. 00' 00' 43' 04' S50' 35' 39' W 22, 94' C-4 22, 74' 1769. 00' 00° 44' 12' S51' 19' 17' W 22, 74' C-5 80. 70' 240. 04' 19° 15' 47' N44° 55' 39' E 80. 32' C-6 364. 31' 1080. 96' 19° 18' 36' N64° 12' 50' E 362. 58' C-7 72, 37' 392. 50' 10° 33' 52' S47° 24' 33' E 72, 27' C-8 2. 59' 392, 50' 00° 22' 43' N52° 52' 51' W 2. 59' C-9 69. 04' 361, 50' 10' 56' 36' N47° 35' 54' W 6& 94' C-10 43. 95' 330. 50' 07' 37' 07' N49° 15' 39' W 43. 91' C-1 1 34. 15' 20. 00' 97° 49' 11' NO3° 27' 30' E 30, 15' C-12 4. 25' 337. 50' 00'43' 18' N36° 28' 21' W 4. 25' C-13 54. 95' 337, 50' 09' 19' 41' N31° 26' 51' W 54, 89' C-14 42. 42' 337, 50' 07° 12' 02' N23° i 1' 00' W 42. 39' C-15 35. 16' 20, 00' 100° 44' 10' N77° 09' 05` W 30. 81' C-16 85, 00' 2169. 00' 02° 14' 43' S51° 21' 29'W_ 84. 99' C-17 111. 66' 2200. 00' 02' 54' 29' S51° 41' 22' W 111, 65' C-18 22, 55' 1800, 00' 00° 43' 04' N50° 35' 39' E 22, 55' C-19 22. 16' 1769, 00' 00° 43' 04' N50° 35' 39' E 22, 16' C-20 83, 05' 2231, 00' 02' 07' 58' S51° 18' 06' W 83. 04' C-21 66, 10' 331. 00' 11 ° 26' 33' S47° 20' 56' E 65. 99' C-22 70, 13' 331, 00' 12° 08' 23' S35° 33' 28' E 70, 00' C-23 70, 13' 331. 00' 12° 08' 23' S23° 25' 05' E 70, 00' C-24 67. 04' 331, 00' 1 1 ° 36' 16' S 1 1' 32' 46' E 66. 92' C-25 33. 92' 331. 00' 05° 52' 21' S02° 48' 27' E 33. 91' C-26 278, 55' 300. 00' 53' 11' 55' S26° 28' 15' E 268. 65' C-27 82. 27' 269. 00' 17° 31' 22' S44° 18' 31' E 81, 95' C-28 104, 62' 269, 00' 22' 16' 59' S24° 24' 20- E 103, 96' C-29 62. 86' 269. 00' 13'23' 34' S06° 34' 04' E o c11 pvs 0 0 I �\ \ / cps OFF e 6765 .00 �� FPRM wP� FcP&f \N BASIS OF BEARING \ �y�� / ,Q • g , \ Z N ��E 5.22 _ - - N89 17'35"W 2647.29' \ 60� 01 1/4 S.27 W. CHINDEN BOULEVARD (HIGHWAY 20-26) DETAIL 'B' �4 NOT TO SCALE �� 25 100 300 0 50 200 SCALE: 1" = 100' LINE TABLE LINE BEARING LENGTH L-1 S47° 52' 23' W 57, 11' L-2 N39° 02' 49' W 62, 00' L-3 S51 ° 30' 55' W 62, 82' L-4 N00' 30' 43' E 108. 92' L-5 N50° 34' 36' W 51. 41' L-6 N00° 30' 43` E 50. 46' L-7 N25. 21' 42- W LINE TABLE LINE BEARING LENGTH L-8 S89° 28' 42' E 33. 17' L-9 S67° 31' 05' W 80, 07' L-10 S62° 05' 24' W 80. 11' L-11 S48° 07' 47' W 33, 39' L-12 N89° 30' 12' W 64. 54' L-13 N00° 30' 02' E 22. 21' CURVE DATA: CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD DIST. C-30 31. 28' 20, 00' 89° 36' 25' N44° 40' 30' W 28. 19' C-31 30. 31' 20. 00' 86° 49' 37' N47° 06' 30' E 27. 49' C-32 102. 73' 220. 57' 26° 41' 10' S17° 02' 16' W 101. 81' C-33 180, 09' 189. 57' 54° 25' 49' S27° 20' 37' W 173. 39' C-34 53. 31' 156, 57' 1 19° 15' 43- S09° 45' 34' W 53. 06' C-35 97, 33' 158. 57' 35'10' 06' S36° 58' 29' W 95. 81' C-36 34, 53' 1032, 96' 01 ° 54' 56' S55° 31' 00' W 34. 53' C-37 36, 07' 1032. 96' 02° 00' 02' S57° 28' 29' W 36. 07' C-38 80. 26' 1032. 96' 04° 27' 07' S60` 42' 03- W 80, 24' C-39 80. 02' 1032. 96' 04° 26' 19' S65° 08' 46' W 80, 00, C-40 60, 26' 1032. 96' 04*27' 07' S69° 35' 29' W 80. 24' C-41 58, 55' 1032, 96' 03° 14' 52' S73° 26' 28' W 56, 54' C-42 380. 79' 1063. 96' 20'30' 22' S64° 48' 43' W 378. 76' C-43 18. 69' 1094. 96' 00° 58' 41' S74° 34' 34' W 18, 69' C-44 66, 56' 1022. 43' 03° 43' 52' S76° 55' 51' W 66. 57' C-45 72, 21' 1022, 43' 04*02' 47' SBD° 49' 10' W 72, 19' C-46 177, 06' 991, 43' 10° 13' 56' S80° 10' 53' W 176. 82' C-47 22, 45' 960, 43' 01 ° 20' 22' S75° 44' 05' W 22. 45' C-48 95. 56' 960, 43' 05° 42' 04' S79' 15' 18' W 95. 52' C-49 32, 50' 20, 00' 93° 05' 40' N51 ° 20' 50' W 29, 04' C-50 92, 69' 356, 50' 14*53' 46' S12° 14' 53' E 92, 42' C-51 115, 90' 327. 50' 20° 16' 33' S09° 38' 14' E 115. 29' C-52 78. 21' 298. 50' 15' 00' 46' S 12° 16' 07' E 77. 99' C-53 32. 41' 20. 00' 92*50' 28' S41' 39' 30' W 28, 98' C-54 40. 53' 960, 43' 02*25' 04' S89° 17' 16' W 40, 52' C-55 89, 97' 991, 43' 05. 11' 57' S87' 53' 49' W 89, 94' C-56 40. 07' 1022, 43' 02' 14' 43' S89° 22' 27' W 40. 06' C-57 32, 20' 20, 00' 92° 14' 57- S45° 37' 26` E 28. 83' C-58 1 28. 74' 20, 00' 82' 20' 32` 1 N41 ° 40' 18' El 26, 33' P �OGpl606t+33 ovo x S.22 S.23 F7880 1 S. 27 S. 26 1 °, d 1f;° fi w J " , z JAMES R. WASHBURN z THE LAND GROUP, INC. EAGLE, IDAHO SET 5/8 x30 IRON PIN WITH PLASTIC CAP, PLS 7880 FOUND 5/8" IRON PIN, PLS 7880 SET 1/2" X 24" IRON PIN WITH PLASTIC CAP, PLS 7880 0 FOUND 1/2" IRON PIN, PLS 7880 FOUND 5/8" IRON PIN, PLS 8022 - - - SECTION LINE ®- - �"• PROPERTY BOUNDARY RIGHT-OF-WAY LINE LOT LINE - CENTERLINE - - - - - - - - EASEMENT LINE OLOT NUMBER 77,_'1_- L __' 6.50' WIDE ACHD STORM DRAIN EASEMENT (UNLESS DIMENSIONED OTHERWISE) - SEE NOTE 4 (SAID EASEMENT SHALL REMAIN FREE OF ALL ENCROACHEMENTS AND OBSTRUCTIONS INCLUDING TREES & FENCES WHICH°# MAY ADVERSELY AFFECT THE DRAINAGE OR OPERATION AND MAINTENANCE OF THE FACILITY) EXISTING RIGHT-OF-WAY LINE - - -- EXISTING PROPERTY BOUNDARY - - - - - - EXISTING LOT LINE NOTES: 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION BOUNDARY HAVE A (10) TEN -FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SPURNING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. 2. EACH SIDE OF INTERIOR LOT LINES HAVE A (5) FIVE-FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. 3. A TEN (10) FOOT HIDE PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG THE REAR LOT LINES, UNLESS DIMENSIONED OTHERWISE. 4. A PORTION OF THE FOLLOWING LOTS; LOTS 22, 26-28, BLOCK 1; LOT 1, BLOCK 4; LOTS 3-6, BLOCK 5; OR A PORTION OF SAID LOTS AND BLOCKS ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259, 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. 5. LOT 27, BLOCK 1 IS DESIGNATED AS COMMON AREA AND SHALL BE OWNED AND MAINTAINED BY THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. 6. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE SUBDIVISION WALL BE OBLIGATED FOR ASSESSMENTS FROM SETTLER'S IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. 7, THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE OWNED & MAINTAINED BY THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. 8. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE NTH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 9. 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, W"EN 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." 10, THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. 11. SEE THE PLAT OF JAYKER SUBDIVISION - PHASE 1 RECORDED IN BOOK 101 OF PLATS AT PAGE 13341 FOR ADDITIONAL BOUNDARY INFORMATION. 12. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SPURWING GREENS FILED AS INSTRUMENT NO, 110098311, ADA COUNTY RECORDS, AS AMENDED BY THAT CERTAIN FIRST AMENDMENT TO MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SPURWING GREENS FILED AS INSTRUMENT NO. 110098312, AND ALL AMENDMENTS AND APPLICABLE SUPPLEMENTAL DECLARATIONS RELATED THERETO, AS RECORDED FROM TIME TO TIME. 13. THIS PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NUMBERS 106151218 AND 110059432 OF ADA COUNTY RECORDS. 14. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS RECORDED IN INSTRUMENT NO.'S 112043401 AND 112115403, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. 15. DIRECT LOT ACCESS TO N. TREE FARM WAY IS PROHIBITED TO LOT 1, BLOCK 4. PURWING GROVE NO.4_12024\Drawings\00-SWG04_PLAT-SIG REV-B_12.0510.dwq 12/13/2012 10:29:21 AM MST SHEET 1 OF 3