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Canterbury Commons #2 (Pg 1)CP&F INST. NO. 114007427 1/4 10 11" I z rr Ll �I m� 0 si V) O �V) m I IQ O J_ WZ F Z I co CID N 2645.16'•................. S 89'11'20" .............................. � _ S 89'11'20" E PINE AVE. 591.86' .. C 1 /4 1480.77' 25.00'--Z - - - - A�CP&F Sol0'53"w 309.61' >. ADDITIONAL RIGHT-OF-WAY � 572.53' INST. S 89°11 20 E DEDICATED TO PUBLIC 213.45' S 89*11'20" E ��--25.00' NO. 114007428 POINT OF O o0-L13 �`49.02' 49.a3' 168.67' 4 S0'49'43"W BEGINNING N 12 �`L ,--------------- 6a------------- �� C7 -C33---209_65 --- 400 S_89'11 S 89' 1'20" E 205.67' ��J 32 C7¢ 62 150.93' --- S 89'11'20" E 24° 24' 66.33' S0.01' 70.00' L19 �2 S 89'11'20" E W 68.54' N 7 63 0 BLOCK 2 0 � BLOCK 1 ��p c� 6.1423„ W 1S M O o4 � I 0 0 co co 0 - S 61 4' 85' O o 11 r r I Ki � 59 -a0, d0' S8 -o� 57 `n0 F, °� C29 N 73 72.65. EIGHT MICE C O o rn o rn .,°'� tv 1777' -5 CH ATERAL W 0 BOOK , PAGE CANTERBURY COMMONS SUBDIVISION NO. Z A PARCEL LOCATED IN THE SWY4 OF SECTION 11, T3N, R 1 W, BM, CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2016 LEGEND C76.45' z 2698 Z 2686 z Z 56TH PLS Vl � � 5Q 78, C2Q N 76 s '14"n®1lOi18DLgBSTICOCAPtOR A! S NOTED- SECTION LINE � `, 44.48' 3g 99' C28 c22674 2662 ry °0 55 0� tv 74' W 739 6g' FOUND 1/2" IRON PIN WITH PLS--CENTER LWE ?6 OS 2 40 �cO 93.95' 11118 PLASTIC CAP, OR AS NOTED BOUNDARY LINE ON DR. N Sp c� rn 54 oL"o SET 1/2' IRON PIN WITH PLS 1 1 1 18d; S 89'11'2a" E 127.6a' C5 5S' 2650 ;o u? o LOT LINE = o' N PLASTIC CAP 106.74 _ o 0 53N26 36 0 00, 2638 = oo ® SET 5/8" IRON PIN WITH PLS 11118 ...............................SURVEY TIE LINE 76.01' L17 ���5" 50 `�' 52 z PLASTIC CAP_ -----_EASEMENT LINE s .� w F °o' 2626 = 0 �hzI " 6g 42' U141 21 3S 0 °`�© FOUND BRASS CAP MONUMENTCOMMON DRIVEWAY z o "' 24 24' - N O D 14 2614 5`' EASEMENT LINE l 4S R S rn O3 LOT NUMBER j �I l00 C4 N in 2665 �, 8S• c-----___--_-_ ACHD SIDEWALK EASEMENT o S 89*11'20" E o m `- 5 S• �R 0 30 $0 120 SEE NOTE 13 h 94.01' °' Q S 89'11'20" E in 6 o^`�'^ql 2 �' 4S8S cV51 /T/����� ACHD MAINTENANCE V) 0 0 0 94.01' z 5� ��' j '� 1-4 N E NOTES iL�1/ EASEMENT 66 0 0i � 31 ti I O V 2 V i�ry roc' S. 2Q 97• �,� LA 1y 7g'33' 52 U O o L18 ,�^� O 2631 g6'3T 1- MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE 9- THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO o N S 89'11'20" E _ 3 00 c� (Z �^ w N APPLICABLE BUILDING STANDARDS OF THE CITY OF MERIDIAN AT THE TIME FARM ACT, WHICH STATES: -NO AGRICULTURAL OPERATION, AGRICULTURAL r 94.01' N (� r ��'� �S) "�� 1 Q v O 50 N 00 OF ISSUANCE OF THE BUILDING PERMIT. FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE - - o S 89*11,20" E 3� stj. ,�• / ry _ 24' 24' i i Co co rt 0 0 o Q ir) _ ,� o, r o O OR PUBLIC; BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING m o 30 0 0 0 = 94.01 6p 6 / h `n co p 2- THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SETA NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE W ?� 6 ~ iry Z i!) N' Q6!R ` �2 M^ ^�� S 90'00'00 E 0) MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS z Z tO y Lo �I co 11 94.01' GROUNDWATER ELEVATION. NOT NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE z¢ S 89.11'20" E AID O o o ci �657 I0 2 (0 I PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS N 94.01' o z' u g) ) o I� 49 0 3- ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL O 0) 10' �i ) A , S' 3�' 36 I 0 O C5 RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." p Lii t) a' S 89'11'20" E h d' Ax,�, 6a 6p AT THE TIME OF THE RE -SUBDIVISION. Y w �l o co � �� S0� d N 90'00'00" E 10- RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 29 91.74' N F Z 0 U n� S �s rn 2� 1- ti l 94.01' 4- ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED N O 6' v' Ate. 69 j , 10 (0- _12 CO � - I� _ TO HAVE A TEN (10) FOOT PERMANENT EASEMENT FOR CITY OF MERIDIAN i 1- LOT 62 OF BLOCK I AND LOT 1 OF BLOCK 4 ARE SERVIENT TO AND rn m ��„ ?ST, f O p 00 O p STREET LIGHTS, PUBLIC UTILITIES, PRESSURE IRRIGATION, AND LOT CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ri o C 48 o DRAINAGE, UNLESS OTHERWISE DIMENSIONED. ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE 6a2$ �� < w "� S $8'28'15" E BLOCK 4 o) EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259, N �0a 92 to 94.01' Ki N 90'00'00" E N 5- UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS 2741 � `S O �� \� N I o HAVING A FIVE (5) FOOT PERMANENT EASEMENT ON EACH SIDE OF THE REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER 28 S7j• �•� ��S 1 � 00 13 Mlo Lun)da) s4.01' zINTERIOR LOT LINES, AND A TEN (10) FOOT PERMANENT EASEMENT EASEMENTAND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO o o ti 0O paa,7 f�(z`n`n CO 47 00 0 UTILITIES, PRESSURE IRRIGATION, AND LOT DRAINAGE. ALL OTHER IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE �O`�er. \ 94.01' `n EASEMENTS ARE AS Cl SYSTEM. otx• 2729 \� �� S88'28'15"E S 88*28'15" E S 90,00,00" E o F `�� r� w III 6- IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA MERIDIAN 12- DIRECT LOT ACCESS TO W. PINE AVE IS PROHIBITED UNLESS SPECIFICALLY 'AEG 27 O �o gyp. O V 33.87 a) M 94.01' r- IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND CITY OF MERIDIAN. �OQ�O S 7t 0 14 ail N I Y 31-3805(i)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO COS��` 26 pO 0' o 24' ( 24' o JCD 46 Ill OU o o IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS 13- LOT 12 OF BLOCK 2, AND LOTS 60 AND 62 OF BLOCK 1 ARE SUBJECT TO A 0 �O O- o o _I FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT. REFERENCE THE NAMPA SIDEWALK EASEMENT FOR ACHD, RECORDED AS EASEMENT INSTRUMENT NO. pi(, t�� O- �O O m 0 MERIDIAN IRRIGATION DISTRICT RESTRICTIONS/AGREEMENT RECORDED AS 113045306. SS s ��g�0 2717 �s C72 70.08' z 76.02' Q 94.01 INSTRUMENT NO. 2015-1 10647. 10 11 GAO X6 2, 25 O F' ��, 09 �C2 S 90'00'00" E z 14- THIS SUBDIVISION IS SUBJECT TO THE ACHD LICENSE AGREEMENT FOR W. FRANKLIN ROAD �L tx N W - � it 7- MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES LANDSCAPING, RECORDED AS INSTRUMENT NO.2016-009497. S 88*28'15" E 188.39' _ W 15 14 S'p �� O - - - Y o Ca 45 0 g CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH CP&F INST. 4, s p �� ��� 2705 �'0 W. MARBETH DR. U Q CO 0 RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 15- LOT 61 OF BLOCK 1 CONTAINS THE EIGHT MILE LATERAL AND SHALL BE NO. INST. O O- C7 1 N OWNED AND MAINTAINED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT. 7 24 , w N N 90'00'00" E 8- LOTS 38, 60, 62, AND 63 OF BLOCK 1, LOT 12 OF BLOCK 2, LOT 26 OF 2693 12.67' 50.00' 50.00' 34.17' 94.01' BLOCK 3, AND LOTS 1 AND 7 OF BLOCK 4 ARE DESIGNATED AS COMMON 16- RIGHT-OF-WAY SHOWN ALONG W. PINE AVE. IS BASED ON DEED w� w 2681 `9 Z - CD - �.. LOTS AND SHALL BE OWNED AND MAINTAINED BY THE CANTERBURY INSTRUMENT NO.S 2015-079229 AND 2015-105920. CURVE TABLE ti� ° V - w 2669 w w o N o COMMONS HOMEOWNER'S ASSOCIATION. O ry 23 " 2657 2 2645 I w 0 I 44 � 17- LOT 7 OF BLOCK 4 IS SUBJECT TO A BLANKET EASEMENT FOR PUBLIC CURVE LENGTH RADIUS DELTA CHORD BEARING 9� �- ? m too d UTILITIES, PRESSURIZED IRRIGATION, AND LOT DRAINAGE. of 22 0 21 rn 0 20 0 Q 1g I?� S 90*00,00" E 0) N LINE TABLE C1 23.07 45.00' 29'2212 22.82' N 53'51'34' W O�. rn ;� 0 C2 82.29' 100.00' 47'08'55" 79.99' S 64'53'48" E o o 0 °' o °' ( 94.01' p 0 LINE LENGTH BEARING 18-THIS SUBDIVISION IS SUBJECT TO THE DEVELOPMENT AGREEMENTS LL z CO 0 RECORDED AS INSTRUMENT NO.S 106187188 AND 1 ] 3062495. C3 79.15' 50.00' 90'42'02" 71.14' N 46'10'44" E Sp z z z `r o -_ I� - 0 L1 28.14' S 26'29'44" E C4 61.00' 50.00' 69'53'58" 57.29' N 34*07'16" W ems. S 88*28'15" E °D z 0 � 43 o L2 25.13' S 59*18'37" E 19- LOT 7 OF BLOCK 4 IS SUBJECT TO AN EASEMENT FOR DRIVEWAY ACCESS TO C5 17.56' 50.00' 20'0T05" 17.4T N 79'0T48" W 58.94' 50.00' 50.00' 50.00' coo C 0 L3 57.81 N 65'55 36" E LOTS 8 AND 9 OF BLOCK 4 AS SHOWN. ALL COMMON DRIVEWAYS SHALL BE C6 71.94' 100.00' 41'12'59" 70.40' S 20'42'51" E L4 50.00' 52.00' L4 8.93' N 88*28'15" W CONSTRUCTED IN ACCORDANCE WITH UDC i 1-6C-3D, AND BE PAVED A C7 44.22' 124.00' 20'25'50" 43.98' S 30*12'48" E W BLOCK 3 I N 90'00'00" E L5 25.26' S 44'08'53" E MINIMUM OF 20 FEET WIDE WITH A SURFACE CAPABLE OF SUPPORTING 75,000 C8 1.93' 124.00' 0'53'37" 1.93' S 40'52'32" E w w w I 94.01' L6 25.04' N 45'51'07" E LBS. LANDSCAPING WITHIN THIS LOT SHALL BE MAINTAINED BY THE w _ - _ _ - _ °' L7 28.80' N 45'14'28" W CANTERBURY COMMONS HOMEOWNERS ASSOCIATION C9 27.06' 124.00' 12'30'07" 27.00' S 47'3424" E ;� _ _ " o _ C10 36.98' 124.00' 17*05'17" 36.85' S 62'22'06" E 0-0) 14 a, 0 15 m o O rn Cp 0 L8 27.76' S 44'45'32" W 20- SEE RECORD OF SURVEY NO. 7149 FOR ADDITIONAL BOUNDARY C11 38.00' 124.00' 17'33'31" 37.85' S 79'41'30" E ;t ;+ rn 16 ,d°' 17 18 24' 24' �nl� 42 o L9 25.23' S 44'08'53" E INFORMATION. C12 62.54' 76.00' 47'08'55" 60.79' S 64'53'48" E ® 0 0 0 0 °' CO L10 25.07' S 46'40'41" W LLAJVD z z z z 0 Li 26.35' N 25*12'42" E C13 36.06' 76.00' 27*10'58" 35.72' S 27'43 51" E z 2694 2682 2670 2658 2646 � L12 26.35' N 25-12'42" E �c %ST£ L C14 18.61 76.00' 14'02 01" 18.57' S 7'07'22 E `0 S 90'00'00' E tt Q` � W 50.00' 50.00' S0.00' 50.00' 25.68'7 rn C?'I 94.46' L13 42.89' N 89'11'20' W O C15 41.16' 26,00' 90'42 02" 36.99' N 46'10'44' E 1 1118 C16 5.07' 74.00' 3'55'42" 5.07' N 89'33'54" E %n o V L14 41.26' S 74'25 57 E CL � C17 33.28' 74,00' 25'46'03" 33.00' N 74-43'02" E O N j N 41 CLINTON W. HANSEN PLS 1 1 1 18 _ _ W. SNYDER ST. 0 L15 24.03' N 4'11'25" E C18 35.33' 74.00' 27'21'31" 35.00' N 48*09'15" E = " - - - ----®--� b o L16 24.03 N 4*11'25" E C19 35.33' 74.00' 27'21'31" 35.00' N 20'47'44" E d d J S 88'28'15 E 226.81' N G� S 6340 � L17 9.20' S 89'11'20" E yTrF OF C20 8,12' 74.00' 6*17'16" 8.12' N 3'58'21" E Z C16 C17 11) 34� L18 34.64' S 89-11'20" E W. NP` C21 31.72' 26.00' 69'53'58" 29.79' N 34'07'16" W 50.00 50.00' 50.00' 50.00' 27.93' 88' F L19 19.33' S 89*11'20" E C22 8.73' 74.00' 6'45'29" 8.72' N 2'33'02" W pO L20 4.71' N 73'54'09" W C23 33.06' 74.00' 25'35'50" 32.79' N 18'43'41" W O 2691 w 2679 w 2667 w w J' S 40 L21 36.01' S 45*13'34" E C24 33.43' 74.00' 25'53'02" 33.15 N 44'28'08" W - 0 �, - �, - - 2655 ; 2643 2631 Rs. L22 30.49' N 47'46'44" W C25 15.06' 74.00' 11'39'36" 15.03' N 63'14'27" W w 33 34 35 36 37 0 0. 39 �SSp�-2 L23 20.00' S 88'28'15" E C26 9.13' 26.00' 20'07'05" 9.08' N 79'07'48" W _ rn _ rn :� rn rn L24 16.00' N 0'49'43" E C27 15.93' 74.00' 12'19'49" 15.89' N 75'14'10" W z z z z L25 16.00' N 1'31'45" E Lind Surveying end Consulting C28 10.06' 74.00' 7*47'16" 10.05' N 85*17'42" W L26 15,00' N 41'19'20" W C29 32.51' 105.00' 17'44'181, 32.38' S 65'02'00" E ! BLOCK 1 L27 15.00' N 41*19'20" W 231 E. 5TH ST., STE. A 50.00' 50.00' 50.00' 50.00' 78.00' NO CAP L28 16.24' N 47'46'44" W C30 47.79' 105.00' 26'04'43" 47.38' S 43'07'30" E ILn 100.00' L23 MERIDIAN, !D 83642 Z N S 88'28'15" E o L29 34.72' S 44'45'32" W C31 43A5' 124.00' 19'S3'32" 42.83' S 10'03'07" E � 3g 398.00' � :d- C32 4.21' 45.00' 5'21'44" 4.21' S 71'13'17" E N N o SEE NOTE 20 L30 45.29' N 41 *19'20" W (208 ) 288-2040 faX 208 288-2557 C33 21.76' 45.00' 27'42'09" 21.55' S 60'03'04" E N 88*28 15 � ... W 398.19' L31 79.50' N 48'40'40" E wwwJandso►utions.biz C34 5.52' 45.00' 7'01'31" 5.51' S 42*41'14" E UNION PACIFIC RAILROAD L32 50.00' S 41'19'20" E -SHEET 1 OF 3 C35 1 80.30' 105.00' 43-49'01" 1 78.36' N 51-59'39" WI I L33 79.35' S 48'40'40" W ✓03 NO. 15-45