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Spurwing Greens #2k IDS Pa, 14tz NOTES: 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT OF WAY LINE AND THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES EASEMENT, PROPERTY DRAINAGE AND IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. SEE NOTE 8 FOR LOT 4, BLOCK 2 AND LOT 7, BLOCK 3. 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND 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 WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG THE REAR LOT LINES UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. 4. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT, IN COMPLIANCE WITH IDAHO CODE 31-3805(B). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. 5. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE OWNED AND MAINTAINED BY THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGN. 6. ANY RE -SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE THE CITY OF MERIDIAN. 7. 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 THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 8. LOT 4, BLOCK 2 AND LOT 7, BLOCK 3 ARE DESIGNATED AS COMMON AREAS AND SHALL BE OWNED AND MAINTAINED BY THE SPURWING GREENS MASTER ASSOCIATION, INC. OR ASSIGNS. ALL COMMON LOTS HAVE A BLANKET PUBLIC UTILITY, PROPERTY DRAINAGE AND IRRIGATION EASEMENT. 9. SEE THE PLAT OF JAYKER SUBDIVISION - PHASE 1, RECORDED IN BOOK 101 OF PLATS AT PAGE 13341 AND THE PLAT OF SPURWING GREENS SUBDIVISION RECORDED IN BOOK 103 OF PLATS AT PAGE 13920 FOR ADDITIONAL BOUNDARY AND EASEMENT INFORMATION. ALSO SEE RECORD OF SURVEY NUMBER 8942, INSTRUMENT NO. 111022811 FOR ADDITIONAL BOUNDARY INFORMATION, ALL OF ADA COUNTY RECORDS. 10. 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. 11. THIS PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO'S 106151218 AND 110059432 OF ADA COUNTY RECORDS. 12. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS RECORDED IN INSTRUMENT NO. 112125436 OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE SPURWING GREENS MASTER ASSOCIATION, INC., OR ASSIGNS. Line Table Line # Direction Length L1 N30'25'44"W 20.82 L2 N70'20'38"E 50.90 L3 S30'25'44"E 51.07 L4 NO2'50'05"W 16.95 L5 N82'45'14"E 55.00 L6 N07'14'46"W 21.30 L7 N07'36'31 "W 6.46 L8 S72'53'10"W SPUR WING PLAT SHOWING GREENS SUBDIVISION NO. 2 A PORTION OF THE SE 1 /4 SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO 2012 Curve Table Curve # Radius Length Chord Bearing Delta C39 1529.00 199.03 198.89 S82'26'10"W 7'27'29" C40 1529.00 105.18 105.16 N89'09'11 "W 356'29" C41 1529.00 110.32 110.30 N85'06'55"W 4'08'02" C42 1529.00 91.88 91.87 N81'19'37"W 3'26'35" C43 1529.00 307.38 306.86 N85'21'52"W 11'31'06" C44 170.00 319.38 274.44 N46'34'27"E 107'38'27" C45 139.00 261.55 224.64 N46'29'22"E 107'48'37" C46 201.00 60.85 60.62 N88'16'43"W 17'20'48" C47 201.00 93.11 92.28 S69'46'38"W 2632'30" C48 201.00 40.07 40.00 S50'47'45"W 11 *25'16" C49 201.00 93.11 92.28 S31'48'52"W 26'32'30" C50 201.00 90.47 89.71 S05'38'56"W 2547'23" C51 201.00 377.62 324.48 N46'34'27"E 107'38'27" C52 182.00 139.55 136.16 S79'19'38"E 43'55'54" C53 150.00 83.69 82.61 N48'37'19"E 31'57'59" C54 62.50 7.14 7.13 N21'43'12"E 6'32'40" C56 213.00 0.40 0.40 S78-45-37"W 0'06'23" LEGEND -- Subdivision Boundary - - - Section Line - - - - - - - Easement Line as Noted See Note 1 - - - - - - - - - - - - - Pressure Irrigation Easement - See Note 10 �•v�' s' JAYKER SUBD/VISION PHASE 1 - - - - Street Centerline G� ° �:� BOOK 101 PAGE 13341 Lot Line 4L ° % if• ............•••••.......••... Survey/Dimension Line *E � -P • n N57'07'33"E U o �` 6p�c• 1 4 O Lot Number 6�.5��'I o,L • 55.00 �N89'27'45"E 241.68' ° / 5.22 S•23 � Found Brass cap N $1 : , 6• ° D��9 . OQ Found 5/8" Iron Pin, PLS 4347 or as noted �1 �5 ?�G1O BLOCK 2 1 * ,�.�� Set 5/8" x 30" Iron Pin with Plastic Cap, PLS 7729 < 0. 0- 0�� ® SPURWING GREENS SUBDIVIS/ON _,?0 • set 1/2" x 24" iron Pin with Plastic Cap, PLS 7729 BOOK 103 PAGE 13970 _ p Calculated Point 6.46 0,A 0 •- 00 Ta- JA YKER SUBDIVISION PHASE 1 `� 13 �- Q 0 1a�13 OI Found Aluminum Cap 4 0 - BOOK 101 PAGE 13341 36+ ° S89.40'45"E 264.10, I �i[) vVZ�'II 0I �' , *E `Z'13•, 139.15,_ - 125.04 - Nero OS , o N * - I I 1 1 Ir !Q + d• 0 83 28 '1 !' 1 I o '+29*E N85'16+15 E J I I I I I N z o S89'39 47 E 181.22 io N83'52'53"E N�3'0 16 ° _ .-j7'- 48 29,� i I w 1 3 I 3 N89'2_7'16"E 182.50' o PLS:4347 - - ° 6 g0.3 85. io = rn 'n "� "? N ° --178.98' L15 f L�C W� :� O o0 © 00 O o"� BLOCK �2 3.52' 0� 7.500 00l B O N N O N 3 1 27.50'to +� / 15.43 1 0 8 d cn I N I Co `� _ 1 00 a ° < .0 00 �'/ N 3452 3410 ► ► 3378 " ! I ((��,, c7 .ti h ��' o ® o 3494 I I I I I I 3348 N 3 // / L ==s89.3s'2? E- - �3 +� .51 <� o . L12 0 �/' - to cn ► O 3 31 , 183. 23 - j 63 5� ° CS "� ' ; �� 10 3536 i J t- - -C32 - J L - -C33- - L - _ I 2s.o2' �' W. Ruder Cup Dr. 1• O N� I + " 5 g5 • i--C31-- C34---� Q ^� N 75 07 46 E 0� • �C C36 C35 43.38 ° 6.02' • .� / 3578 -c3o _ C28 _ _ - • - - - C29 W. RYDER CUP ss L _ - -" ° , i 0000 4 of w Z 84.160 42.08'12.21 y� \ ° 4.00' ,� g8.13 - _ DR. 40' '' t� o Op �v 100 0 50 100 200 C10 c9 C24_ - 72.10 0.23' �- ° L13 �' S i'42.08' Z ✓ 28.21' �� r • W R 13 "E_-0� �9 I �'� C43. �`b^ Q 1 / �s C23 DER CUP DR•N7g,- M C39 _C38- 31' 31' C40- - C41- -- s B�SRs I I M ©D 4, 3�38 ^� _ 130•2 r _ s9. o �3 SCALE IN FEET o // `r a+. 1 0 co' �� CS �f 3' �C37- f C42 40 i u: 8- �, I' P'� +� �.5 '.® `'' , a LB 2 130.2 F_ I W I I I _ G0 � .� F - S89'39'22 E - - o O 1 = 100 a'a,s 16.14 i C25 66- > I I 19.30' 1- O ,o. �- - - � (V +k,�;.\�h O �- i I __ _112• -1 18.18' 1 1 1 M I Q 3431 1 I 1 1 50.10 C46 1 r 169.56 --- o iV w O �jrL/' c14 G'�� • �• -C2s- - -� C56 I I I I N W 3393 I A; �� 1 I o- s� �, / 3672 C15 v 3599 3515w 3473 1 I 1 W I 3363 i 1 I 3303 1 1 c00.i w ,�: �w Q_ ro w h� �P Q .0 4- �� ok' W. Ryder Cu 3557 N 2 N 1 N � I 10 _° O N N 8 rn Co 3333 to I 6 00 I E N> C16 ,P ao '`� O � co 1 ''� - I rn I O o O -`� N N n O 3 I Cfl � O 4! 4 53'34" / °E • / ''� O o' O d• co o ao U .- O N O rn F 06 I m C9 84.84' -Sl W 18 �� `L�' as 4 -N 0!O 0 I b _j I z l O O� 7 �� NN 5 �I 9g•� � r�62. 6��00�. �• R �G to 0- z I z 1 0 U z I Z I oo r _- co Vf D, a 7 2 9 30' 57' 44"W l S' � 30 / ur ; Z I I 11 I I z I N �I C9 O� cP O 100,11' � co 9 BL OCK I 1 3 I I I I ► I ►► j I I g l z e 1 ti 16 I �z I ► 1 eLocK � 11 0 : a 131 g, 'D �21 �- -I L- J L- J �- J"31'L- .-J �- J L- J L- .-� -- ---� L ---- --� �'�'iF �E OF Iry • 93689 U o C54 1 ° 110_00 - _ 110.00'- _ _ 110.00' _ _110.00'-_31' 110_00 _ 110.00'- 110.00_- 11C.00 137.18' 212.50' - p �'pR \ sS3. O I NW CORNER WESTWING N89'18'37"W 1291.68' - - - - - - - - - - Y I;. C �S ; �j s9• �� ^ -C19i I I ESTATES SUB - NO CAP UNREADABLE `� 8AS ADDED CAP PLS 7729 WESTWNG ESTATES SUBDIWS/ON REPLACED CAP ^� �� I �- " PLS 7729 GREGCARTER, 7729 S 7 � F •� � 3655 S00 25 45 W BOOK 70 PAGE 7200 IDAHO SURVEYGROUP 9$� J • 83.32 M 1450 E. E ID STREET, 8STE. 130 I MERIDIAN, s M; SHEET 1 OF 3 0, 28.01' % /226. 1 ,W REAL POINT '906 245 `� OF BEGINNING W. CIO UNPLATTED r`3� QO"k� • S o In Rio • GQ� �^ sos�, alley Engineering, Inc. 1 /4 S.22 W. CH/NDEN BL VD. 1353.65 CIVIL ENGINEERING PLANNING DD �'�---- - -- --- --- --- --- 1293.s5' s.22 � S. EER GAP G�CA --- --- --- --- --- --- MLJS.2 --- --- --- --- -- N8977'34"W 264T.29' H/GHWAY 20/26 S.27 S.26 4242 N. BROOKSIDE LN TEL 208-938-0013 BASIS OF BEARING BOISE, ID 83714 Line Table Line # Direction Length L9 N46'34'21"W 7.34 L10 S44'46'59"W 6.96 L11 S30.25'44"E 27.82 L12 S27'44'17"E 25.78 L13 S79'36'19"E 69.40 L14 N32'38'19"E 79.40 L15 N82'45'14"E 3.50 o 2 Ar5+ Curve Table Curve # Radius Length Chord Bearing Delta C1 660.00 36.32 36.32 N34'25'06"E 3'09'12" C2 155.00 73.43 72.75 S44'00'04"E 27'08'39" C3 276.50 116.02 115.17 N21'04'15"W 24'02'29" C4 15.00 21.36 19.60 N07'44'05"E 81'34'48" C5 271.50 33.64 33.62 N44'58'29"E 7'06'01" C7 114.50 5.38 5.38 S29'05'01"E 2-41-27" C8 114.50 19.83 19.81 S32'42'02"E 9'55'30" C9 182.00 62.57 62.26 S47'30'44"E 19'41'54" C10 83.50 3.92 3.92 N29'05'01 "W 2'41'27" C11 114.50 16.41 16.40 N31'50'40"W 8'12'46" C12 213.00 44.26 44.18 N41'54'12"W 11 *54'19" C13 119.00 66.39 65.53 N48'37'19"E 31'57'59" C14 40.00 18.99 18.82 N78'12'31 "E 27"12'25" C15 40.00 13.23 13.17 S78'42'46"E 18'57'01" C16 40.00 31.98 31.14 N87'51'34"E 45'48'09" C17 62.50 104.34 92.64 N62'56'05"E 95-39'18- C18 62.50 72.89 68.83 N18'18'16"W 66'49'24" C19 62.50 112.67 98.02 S76'38'17"W 103'17'29" Curve Table Curve # Radius Length Chord Bearing Delta C20 62.50 297.05 86.59 S25'23'42"E 272'18'51" C21 40.00 32.22 31.36 S41-31-35"W 46'09'26" C22 181.00 100.98 99.68 S48'37'19"W 31'57'59" C23 182.00 202.12 191.89 S69'28'41 "E 63'37'48" C24 151.00 115.36 112.58 S79'24'22"E 43'46'25" C25 213.00 127.98 126.07 S84'04'47"E 34'25'36" C26 213.00 127.59 125.69 N84'01'36"W 34*19'13" C28 1560.00 241.99 241.75 N83'09'03"E 8*53'16" C29 1560.00 348.51 347.78 S86'00'19"E 12'48'00" C30 1591.00 70.10 70.09 N79'58'09"E 2'31'28" C31 1591.00 120.03 120.00 N83'23'34"E 4`19'21" C32 1591.00 114.43 114.40 N87'36'51 "E 4*07'15" C33 1591.00 123.63 123.60 S88'05'57"E 4'27'08" C34 1591.00 110.06 110.04 S83'53'28"E 3.57'49" C35 1591.00 63.98 63.98 S80'45'26"E 2'18'15' C36 1591.00 602.23 598.64 S8933'03"W 21'41'16" C37 1529.00 93.72 93.71 S80'27'47"W 3'30.44" C38 1529.00 105.30 105.28 S84'11'31"W 3'56'46"