CC - Approved Final Plat SHELBURNE EAST SUBDIVISION NO. 1 BOOK , PAGE
LOCATED IN THE NW 4 OF THE SE 4 OF SECTION 28, T.3N., R. 1 E., B.M., ADA COUNTY, IDAHO
� N89'23'16"W 2656.47' Z019 LEGEND
KINGSBRIDGE SUBDIVISION PH. 3 UNPLATTED FOUND ALUMINUM CAP MONUMENT
BOOK 105, PAGES 14355-14358 POINT OF CP&F INST. NO.
106043559 ® FOUND 5/8" REBAR WITH PLASTIC CAP
cEN 1/N - - S89°23'16"E 433.18' BEGINNING 28 27 AS NOTED
FOUND F IRON PIN _ _ _ _ SET 1 2" REBAR WITH PLS 1 1 1 18
CP&F INST. N0. 65.34' -65.00' -70.00 -70.00'- -70.00''- 92.84 N89'23'16"W 2223.29' �- O /
2018-114716 f� 1 5'-� 1 1 E 1 4 PLASTIC CAP
1 �� 2 0 �� O h O h 0 �� O \ SET 5 8" REBAR WITH PLS 1 1 1 18
k�65.
' �'�' h '� h A 35 /
oo 00 00 �o0 13,304 SF �� 25 ® PLASTIC CAP
TEN MILE FEEDER CANAL EASEMENT
hz z BLOCK 1 \ �, A\SEE NOTE 16 - - - - SECTION LINE
CENTER LINE
65.00' L70.00'- . ' 13.73'C4�� �� � 4252E \ TEN MILE FEEDER CANAL EASEMENT LINE
E. AWBREY ST.89'21'05"E 283.6T �42��� �s 7 �� :� �, ` ACHD STORM WATER DRAINAGE
EASEMENT LINE, SEE NOTE 1 1
60.00� 35.00' 70.00'- 48.24'- \ �� 11,544 SF \ �,�a \ I EXISTING ACHD PERMANENT
O O 5� 5 02 �" SIDEWALK EASEMENT LINE PER
-10
INSTRUMENT NO.
o �n o o �� �\ ' 4252E \� o PUBLIC UTILITY, PRESSURE IRRIGATION
o� o -00
o� �n v c!1 �1l 4 0 y
�� �� SEE NOTES 1 & 2
_ r o �-� o �� a, O \ �^ I & LOT DRAINAGE EASEMENT LINE-
z �� m �z o 6' ems\ Q 8,423 SF N \ a
o r IS89'21'05"EI S89'21'05"E `" \ �� O A2�2E �\CD
SURVEY TIE LINE
1 to `70.00' 60.00' 12' �70.00'- L 98.93'- -t 4 SUBDIVISION BOUNDARY LINE
M ,r, � y �t M Og \� \ \\ I 0 50 100 200
m o - - - N89'21'05"W 168.93' N -y v 10� LOT LINE
oO7 5 o BLOCK 2------ -__�' �N o 8,511 SF LOT 1 A
o ; L,, � 40.9' � SEE NOTE 11 w , % 52E ADJACENT PROPERTY LINE
a N o do o of 23.1'; C50 3 �a 5 ��A410 °'� I 18 LOT NUMBER
2 0 Z M 5 2� o O rn
_ 28,494 SF 8,589 SF
o z5, R�S2. '�Z� SFF�
Y m I ��9 108.73' �1442 11 ���6s o�� I SEE SHEET 2 OF 4 FOR LINE AND CURVE DATA
`70.00'� L54.63'-VN7 � �'� A �6• F
o N89'21'05 W 124.63' C' 8 �7) E. D_ARBY CT._ N CN6 �'s 8,791 SF
N89'21'05"W 140.34' `sue 53 N89'21'05"W 134.59'6 C55L16 �� 4252 �66 p \ NOTES
-70.34' 70.00'- ��-28.80' 62.50'� -62.50$- L35-054 Ssr 9� �� 12 �6, FT9i
5' s 'Bs. 9299 SF
O9 10 11 I o -7 13 14 & s�A 9 BLOCK 1 S�, SSF 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,SHELBURNE EAST SUBDIVISION HOMEOWNER'S
w O w O Lw 12 I w O I w O �� `�F �'rtj "52 E \ FT \ ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL
C0 d �� d w ��442 �j� ��F NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
ui 00 �o"'o COp� rao o 00 ,� 5 c� ��• 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
, 13 V A
�z �cz)z C �z z o �z o �'�° 15 �' �� 7,12o SF \�N SHELBURNE EAST SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) FEET ADJACENT TO
b . 5, to Z 6 � w \ ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
J _ 20,57o SF °- C39 ,� �5 I 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON.
-70.00 70.00'- -70.00- L62.50'J L62.50 70.00 �? cr �� 00 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION
„ \rn �2p -- -- 4252 W 25 I TEN MILE FEEDER CANAL EASEMENT 31-3805(i)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR
15 BLOCK 2----------N89'21 05 W 405.00----325.92--- -----------------------057 (79 a,o73 SF O o 1i SEE NOTE 16 I ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT.
of '"C58 N E. BOTT DR. C14 N \ 7 14 a N 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING
NN -� 93.5' S89'21'- 325.92' - �- C12 N CN3 C33 h ��0�\ J I REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL.
PLS 7729 G N N �� 0 C 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH
I rn S �� 3j
RESPONSIBILITY IS ASSUMED BY AN IRRIGATION DRAINAGE ENTITY.
/L4 _____________________N______-325.92' -------------------- 13 -C21 - ��7iIJ 1 60.06'' 673gS� 0 1 \ 3 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
BLOCK 3 !y - N89'21'05"W 7 -I a
10c 5 o? �0 I F I w 8. LOT 14,BLOCK 1;LOTS 3& 15,BLOCK 2;LOTS 1 & 13,BLOCK 3;LOT 8,BLOCK 4 AND LOTS 1 & 12,BLOCK 5 ARE COMMON LOTS TO BE OWNED
�� o SEE NorE 11 S89°21 05 E 363.34 cn ��m >> �' °�' z o m
1) 8g CAS AND MAINTAINED BY THE SHELBURNE EAST SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET
�, POINT OF BEGINNING p0 CO
o aIN 2 N67�By 63 SEE C34 o r^ I\ EASEMENTS FOR PUBLIC UTILITIES AND SHELBURNE EAST SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION.
G -c o co h�OBI 3ws) CAS \OTE-11 i W \T \ a 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503,IDAHO CODE,RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION,
EXCLUSION PARCEL w I
m AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN
m N 23.5' 23.5' N �� 3 C3g` -I \ OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE
C1 IN`wn I0 O of � 1 �'= \ OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS
-�' N J J ��oo z 00 O 9 \ I OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
in LO J o � to n I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF.
UNPLATTED o!n L32 o z cn Z \
Q , �oo ,,.� L33 `�� z� 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO.
EXCLUSION PARCEL - NOT A PART C30 RECORDS OF ADA COUNTY,IDAHO.
N89'21'05"W o L- L2 _ \ 29 C N�5.26 03 11. PORTIONS OF LOT 3,BLOCK 2;LOTS 1,2 AND 13,BLOCK 3;LOT 8,BLOCK 4;AND LOT 1,BLOCK 5 AS DELINEATED HEREON ARE SERVIENT TO AND
19•47 �E. CLEARY ST.' 28 63 23 � C N \ CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM, THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED
I w S89'21'05"E 88.66' C\��2� N►5'26p3 E 1 \ I MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.20 1 5-1 03256,OFFICIAL
� C2 c� r, \ RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER
04 _ 3 `� 5 ti�5 `J6') O EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION
o ti� w 8,052 SF 9 G 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
z 1 o o `n o �1 \\ I 12, THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.
zo I - rn Z LO O N�526f3 E \ \ - RECORDS OF ADA COUNTY,IDAHO.
N I ' °� o �I O o \ I 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR SHELBURNE EAST SUBDIVISION NO. 1,
�1 N89°21 05 W 172.59 N0°38 55 E N cn �I \ o RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY,IDAHO.
m cn (D 17.00 > » , 40,571 SF ol6 �_V BLOCK 5 $046 SI \
w 125.59' o L5 L6 N89°21 05 W 285.00 N it I 14. DIRECT LOT ACCESS TO E.BOTT DR.OR S.HILLSDALE AVE.IS PROHIBITED.
N < w 13 0 ------ --- -------- Q \ 15. LOT 8,BLOCK 2 SHALL BE SUBJECT TOA COMMON DRIVEWAY ACCESS EASEMENT IN FAVOR OF LOTS 6,7,9AND 10,BLOCK 2. THE
00 _N89'21'05"W �� O 200 SF NOTF 11 i� BLOCK 4 N \� 152603 \�\ \ HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON DRIVEWAY AS REQUIRED BY CITY OF MERIDIAN
_ '
j i� ^ �!� 125.52T "'_ _ _ - ___ S89'21'05"E 465.92' 25 5' N cr cry \ UDC 1 1-6C-3D.7. SAID LOT IS ALSO COVERED BY A BLANKET EASEMENT FOR PUBLIC UTILITIES.
m YI o oo°r 12 0 �I Z -80.00 -i 70.00'- 64.00'� 64.00� 64.00� 64.00'� �59.92' o�� 8,043 SFO \ I 16, THE EASEMENT FOR THE TEN MILE FEEDER CANAL COVERS A PORTION OF THIS DEVELOPMENT, PER THE BOISE PROJECT BOARD OF CONTROL
o � O 5' o N \ THIS EASEMENT EXTENDS 35 FEET EAST OF AND 25 FEET WEST OF THE CANAL CENTERLINE. NO LANDSCAPING,TO INCLUDE TREES AND/OR
N m Z z 8921 J �I M O Lw O w O w 4 w O O I w O N N \ �3 E a, \`9P \ SHRUBS(OTHER THAN GRASS OR GRAVEL),OR FENCES AND PATHS,IS/ARE ALLOWED WITHIN THE BOUNDS OF SAID EASEMENT. ANY PROPOSED
�� O of �� of �w 00
CD
of �� 6, \ N�526 00 \ I AND/OR FUTURE USAGE OF THE BOISE PROJECT BOARD OF CONTROL FACILITIES IS SUBJECT TO IDAHO STATUTES,TITLE 42 1209.
Ln v Co.
10, 125.41' o �o o �°° o ro r0 �2 a� boo `� o, ��n rn 8,040 SF 8 q� \ \
Z (/1, �� �� �� o �O o `� oo
11 cnr cn \ z `o z b z z z m� W 111.3
10,692 SF 5 � °
BLOCK 3 23 ��S�28.50' �� 5 cn �NpL LA)VD s
70.00` �64.00' �64.00'J `64.00'J �64.00'J 27.94'-C24J �^ ��^ N�526p3 0 \ I 5� 1ST G
G FR ��
W �36�41 rn�' O -� 5 35 TEN MILE FEEDER
e _ _ E. FRATELLO ST. C9 s,o16 SF 1d
_ _ _ _ �n J CANAL EASEMENT p
Nti 10 N89'21'05"W 382.44' W �39�¢0 \ ENO 11�•99"E SEE NOTE 16 CLINTON W. HANSEN a 1 1
r 70.00' 64.0� 64.00 64.00' F_64.00'- 46.44'-C62 F r o PLS 1 1 1 18
2so SF �C6j10.00' ' C63-�3a -tJ18'p6'p0 w �A I c �0
11 / F_ 5� SNOTEOii 1 ` 0 10 �-\rn o 31 Z
��. � ' /o> ( 8 � 07 O O O O u, , 8,012 SF 10 �,, \ w �� TF
s`Si .`�` O �� �� �oo � O w o�� - I 0 F
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42,117 SF 11,507 SF �O oo, �p °� o �' "' N O) O) �''' CW3� O- _ -n� -1L L A Q W.
o 1 �� �o �o toIN n r°�° °°o o N8330 50 P �c3� p�
E a o o ' o o o o �o oci o \ 5 a'
o� 13 �N213�12, v, �� �� v� �o v� �� v,� �� a� �, IA 235 23' rn �3o s13O4 , »
- o�0 25 38,,W �5 -� (BLOCK 3 S89'19'52"E1 95 N83'30'50"E- �� S8'3832 E I v
C S 1 16 L42 z 234.50' -70.00 64.00' 64.00'- L64.00'- �64.00'- 64.00'- 91'19107.54' L7 L8 14 4' 12 ` vi an
O 1 tiO
PLs 7729 N89'19'52"W 951.49' 3,465 SF �s2F No�E 11 2,396
n s
UNPLATTED Land Surveying and Consulting
\ 231 E. 5TH ST., STE.A
A MERIDIAN, ID 83642
2$ 27 E. AMITY_ROAD (208) 288-2040 fax (208) 288-2557
33 34 www.landsolutions.biz
C INST.201 SHEET 1 OF 4
2018-034916 16 JOB N0. 18-84
SHELBURNE EAST SUBDIVISION NO. 1 BOOK , PAGE
LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE
S89°23'16"E 433.18'
LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD
C1 7.33' 56.50' 7*26'13" S3'04'11"E 7.33' C37 17.45' 125.00' 7'59'58" S65'39'57"E 17.44'
_ L1 20.50' SO'29'30"W L23 23.50' SO'38'55"W
SEE NOTE 2 ��� L2 20.50' SO'29'30"W L24 23.50' SO'38'S5"W C2 161.96' 103.00' 90'05'38" N45'36'O6"E 145.78' C38 98.35' 175.00' 32'12'03" N77'45'59"W 97.06'
C3 64.63' 50.00' 74'03'57" N52'19'06"W 60.23' C39 131.08' 197.00' 38'07'20" N82'28'16"W 128.67'
L3 20.00' N39'05'38"E L25 43.50' N89'21'05"W
O \ \ L4 131.52' S78'36'02"E L26 25.69' N89'21'05"W C4 25.02' 100.00' 14*20'18" S22'27'17"E 24.96' C40 37.55' 120.50' 17'51'15" N23'29'16"W 37.40'
6 L5 23.50' N89'21'05"W L27 22.03' SO'38'55"W C5 25.02' 100.00' 14*20'18" S36'47'34"E 24.96' C41 24.28' 120.50' 11`32'49" N38'11'19"W 24.24'
s15°1To8"E� � g5 L6 23.50' N89'21'05"W L28 22.05' SO'38'55"W
C6 51.31' 100.00' 29'24'05" N29'15'41"W 50.75' C42 25.79' 79.50' 18'35'07" S34'40'10"E 25.67'
44.19' 25 C7 12.98' 100.00' 7*26'13" N3'04'11"W 12.97' C43 14.00' 79.50' 10'05'28" S20'19'52"E 13.98'
\ TEN MILE FEEDER CANAL EASEMENT L7 24.36' S89'19'52"E L29 37.03' SO'38'55"W
\ 3.03'
SEE NOTE 16 C8 130.53' 100.00' 74'47'08" N51'57'31"W 121.46' C44 13.60' 70.50' 11'03'10" N20'48'43"W 13.58'\
If,
L8 24.36' S89'19'52"E L30 60.53' SO'38'55"W
� C9 53.11' 200.00' 15'12'52" N83'02'29"E 52.95' C45 30.23' 70.50' 24'34'04" N38'3T20"W 30.00'
_ \ L9 28.26' N10'21'31"W L31 21.66' N43'07'10"W
C10 117.81' 75.00' 90'00'00" S44'21'05"E 106.07' C46 47.31' 70.50' 38'26'42" N70'07'44"W 46.42'
L10 27.20' N10'21'31"W L32 21.21' N45'38'55"E
C11 155.54' 150.00' 59'24'37" S60'56'37"W 148.66' C47 13.10' 29.50' 25'26'36" N76'37'47"W 12.99'
/
/ S15`17'08 E \ L11 23.43' N10'21'31"W L33 5.00' N89'21'05"W
/ " \
\ V / 97.17'
/ \ C12 74.71' 300.00' 14'16'07" N83'30'52"E 74.52' C48 25.03' 29.50' 48'3T21" N39'35'49"W 24.29'
L12 10.25' N68'50'50"E L34 23.18' N61'04'21"E
L13 17.22' N49'29'11"E L35 27.24' N89'21'05"W C13 10.22' 300.00' 1'5T04" N75'24'16"E 10.22' C49 30.10' 21.00' 82'0T35" S48'1T17"E 27.59'
\ C14 114.94' 150.00' 43'54'19" N83'37'07"W 112.15' C50 156.22' 52.00' 172'07'35" S86'42'43"W 103.75'
\\ \ \ \\\\ L14 21.26' S30'28'00"W L36 12.88' N75'26'03'E
SEE NOTE 2' 40 \ L15 33.02 N43 5743 W L37 21.21 N30 2603 E
C15 35.39' 150.00' 13'31'08" S68'25'31"E 35.31' C51 21.83' 52.00' 24*03'10" S11'22'40"E 21.67'
\ BLOCK 1 \ L16 24.40' N78'06'02"W L38 12.88' S75'26'03"W C16 26.42' 50.00' 30*16'21" N75'30'45"E 26.11' C52 30.00' 52.00' 33*03'19" S39'55'54"E 29.59'
\ j \ L17 18.95' S60'22'34"W L39 7.0T N59'33'57"W C17 59.59' 50.00' 68'17'04" S55'12'33"E 56.12' C53 29.85' 52.00' 32'53'32" S72'54'19"E 29.44'�
� \ o
S15°17'08"Ef N \ C18 107.78' 525.00' 11'45'46" N5'19'35"W 107.59' C54 19.83' 70.50' 16'06'49" N82'35'31"E 19.76'
L18 32.83' S34'22'57"W L40 14.14' N59'33'57"W
v O 64.00' \ \ Z \ \ C19 97.52' 475.00' 11'45'46" S5'19'35"E 97.35' C55 2.60' 70.50' 2'06'50" N73'28'42"E 2.60'
\ L19 4.16' N56'15'43"W L41 51.38' S75'26'03"W
\\ 5 p2 f^ \ \ C20 196.55' 125.00' 90'05'38" S45'36'06"W 176.92' C56 40.80' 79.50' 29'24'05" N29'15'41"W 40.35'
L20 33.17' N56'15'43"W L42 25.00' S8919'52"E
\ \ a \ \ C21 29.37' 325.00' 510'42" N88'03'34"E 29.36' C57 22.54' 275.00' 4'41'44" N88'18'03"E 22.53'
\ j \ L21 35.37' N51'45'14"W
\� L22 34.90' C22 9.93' 76.50' 7*26'13" N3'04'11"W 9.92' C58 145.33' 175.00' 47'34'57" S66'51'27"W 141.19'N38'50'33"E
�\ S15°16 0800'E \f\ \ C23 99.85' 76.50' 74'47'08" N51'57'31"W 92.91' C59 41.12' 98.50' 23'55'00" S11'18'35"E 40.82'
\ O \ 6 33\ \ C24 46.87' 176.50' 15.12'52" N83 02'29"E 46.73' C60 62.29' 98.50' 36*13'59" S41'23'05"E 61.26'
C25 80.90' 51.50' 90 00'00" S44 21'05"E 72.83' C61 51.32' 98.50' 29 51'01" S74 25'34"E 50.74'
\ C26 34.89' 123.50' 16-11'05" N22'39'29"W 34.77' C62 17.58' 223.50' 4'30'24" N88'23'43"E 17.57'
�s15°1Toa"E \
\ 2 13.09' \ \ \\ C27 30.07' 123.50' 13'57'09" N37'43'36"W 30.00' C63 41.77' 223.50' 10*42'28" N80'47'17"E 41.71'
\� 10
M 10 \ C28 30.53' 123.50' 14'09'53" N51'47'07"W 30.45' C64 103.47' 80.00' 74'06'08" N52'20'12"W 96.40'
Z \ S 3.g1\ \ \ C29 47.84' 123.50' 22'11'38" N69'5T53"W 47.54' C65 51.25' 255.00' 11'30'58" S21'02'37"E 51.1T
SEE NOTE 2 6 `�
\ \ C30 5.05' 123.50' 2'20'40" N82'14'02"W 5.05' C66 67.95' 255.00' 1516'03" S34'26'07"E 67.75'
�\ \ C31 16.03' 123.50' 7*26'13" N3'04'11"W 16.02' C67 44.69' 255.00' 10'02'32" S47'05'25"E 44.64'
C32 18.63' 143.50' 7'26'13" N3'04'11"W 18.61' C68 69.33' 175.00' 22'42'00" N40'45'41"W 68.88'
\ C33 61.16' 125.00' 28'02'00" N75'40'57"W 60.55' C69 32.83' 175.00' 10'44'50" N24'02'16"W 32.78'
E. DARBY CT. v C34 52.87' 175.00' 17*18'35" S7019'15"E 52.67'
C35 3.73' 197.00' 1'05'02" S62'12'28"E 3.73'
C36 64.33' 197.00' 18'42'39" S72'06'19"E 64.05'
S52'06'41 8.6 8' 3r/
\ 32.5666.66 �.,
\�10 13
� SEE NOTE 2
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BLOCK 1
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ISEE NOTE I6
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BLOCK 1 EASEMENT DETAIL 231 E. 5TH ST., STE.A
MERIDIAN, ID 83642
NOT TO SCALE
(208) 288-2040 fax (208) 288-2557
www.landsolutions.biz
JOB NO. 18-84 SHEET 2 OF 4
SHELBURNE EAST SUBDIVISION NO. 1 BOOK , PAGE
CERTIFICATE OF OWNERS
KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED,ARE THE OWNERS OF THE REAL PROPERTY CERTIFICATE OF OWNERS (CONT.L
DESCRIBED BELOW IN ADA COUNTY, IDAHO,AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED
PROPERTY IN THIS PLAT OF SHELBURNE EAST SUBDIVISION NO. 1; ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN.
THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION.
A PARCEL OF LAND LOCATED IN THE NW 1/4 OF THE SE 1/4 OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 1 EAST,
BOISE MERIDIAN,ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION
AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO,
COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID SE 1/4 (EAST 1/4 AND USE OF, THESE EASEMENTS ARE HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER
CORNER) OF SECTION 28, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO
SAID SE 1/4 BEARS S 0°26'04" W A DISTANCE OF 2656.38 FEET, THENCE N 89°23'16" W ALONG THE NORTH BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS.
BOUNDARY OF SAID SE 1/4 A DISTANCE OF 2223.29 FEET TO A POINT ON THE EXISTING WESTERLY RIGHT-OF-WAY
OF THE TEN MILE FEEDER CANAL AS SHOWN IN DEED RECORD NO. 88, INSTRUMENT NUMBERS 32075 AND IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF
32076, RECORDS OF ADA COUNTY, IDAHO, BEING THE POINT OF BEGINNING; 20-.
THENCE LEAVING SAID BOUNDARY AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING COURSES AND SHELBURNE PROPERTIES, LLC,AN IDAHO LIMITED LIABILITY COMPANY
DISTANCES:
THENCE S 16°27'23" E A DISTANCE OF 400.27 FEET TO A POINT,
THENCE S 48*41'23" E A DISTANCE OF 255.58 FEET TO A POINT,
RC LEGACY HOLDINGS LLC
THENCE S 10°2131" E A DISTANCE OF 337.13 FEET TO A POINT, RANDAL S. CLARNO, MANAGER
THENCE S 14*3136" E A DISTANCE OF 294.88 FEET TO A POINT,
THENCE S 19°06'36" E A DISTANCE OF 158.78 FEET TO A POINT,
ACKNOWLEDGMENT
THENCE S 49°38'32" E A DISTANCE OF 18.68 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE NW '/4 OF
THE SE '/4 OF SAID SECTION 28;
STATE OF
THENCE LEAVING SAID RIGHT-OF-WAY AND ALONG SAID SOUTH BOUNDARY N 89°19'S2" W A DISTANCE OF
COUNTY OF S.S.
951.49 FEET TO THE SOUTHWEST CORNER OF SAID NW 1/4 OF THE SE '/4;
ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
THENCE ALONG THE WEST BOUNDARY OF SAID NW 1/4 OF THE SE '/4, ALSO BEING THE EASTERLY BOUNDARY OF STATE PERSONALLY APPEARED RANDAL S. CLARNO, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF RC
SHELBURNE SUBDIVISION NO. 2, AS FILED FOR RECORD IN BOOK _ OF PLATS AT PAGES THRU LEGACY HOLDINGS LLC,A MEMBER OF SHELBURNE PROPETIES LLC, THE LIMITED LIABILITY COMPANY THAT
RECORDS OF ADA COUNTY, IDAHO, N 0°33'18" E A DISTANCE OF 662.91 FEET TO A 5/8 INCH IRON PIN EXECUTED THE FOREGOING INSTRUMENT,AND ACKNOWLEDGED TO ME THAT HE EXECUTED SUCH
MONUMENT MARKING THE SOUTHEASTERLY CORNER OF KUNZ HOLLOW SUBDIVISION,AS FILED FOR RECORD IN INSTRUMENT FOR AND ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND THAT SUCH LIMITED LIABILITY
BOOK 82 OF PLATS AT PAGES 9043 AND 9044, RECORDS OF ADA COUNTY, IDAHO, COMPANY EXECUTED THE SAME.
THENCE CONTINUING ALONG SAID WEST BOUNDARY, ALSO BEING THE EASTERLY BOUNDARY OF SAID KUNZ IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN
HOLLOW SUBDIVISION, N 0°29'30" E A DISTANCE OF 662.47 FEET (FORMERLY N 0°233" W A DISTANCE OF 662.40 THIS CERTIFICATE FIRST ABOVE WRITTEN.
FEET) TO A 1 INCH IRON PIN MONUMENT MARKING THE NORTHWEST CORNER OF SAID SE '/4;
THENCE ALONG THE NORTH BOUNDARY OF SAID SE 1/4 S 89°23'16" E A DISTANCE OF 433.18 FEET TO THE POINT MY COMMISSION EXPIRES
OF BEGINNING.
EXCLUDING THEREFROM THE FOLLOWING DESCRIBED PARCEL: RESIDING AT
A PARCEL OF LAND LOCATED IN THE NW 1/4 OF THE SE '/4 OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 1 EAST,
BOISE MERIDIAN,ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: NOTARY PUBLIC FOR THE STATE OF
COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID SE 1/4 (EAST 1/4
CORNER) OF SECTION 28, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF
SAID SE 1/4 BEARS S 0°26'04" W A DISTANCE OF 2656.38 FEET, THENCE N 89°23'16" W ALONG THE NORTH
BOUNDARY OF SAID SE '/4 A DISTANCE OF 2656.47 FEET TO A 1 INCH IRON PIN MONUMENT MARKING THE
NORTHWEST CORNER OF SAID SE '/4, ALSO BEING THE NORTHEAST CORNER OF SAID KUNZ HOLLOW CERTIFICATE OF SURVEYOR
SUBDIVISION;
THENCE ALONG THE WEST BOUNDARY OF SAID SE '/4, ALSO BEING THE EASTERLY BOUNDARY OF SAID KUNZ I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
HOLLOW SUBDIVISION, S 0°29'30" W A DISTANCE OF 662.47 FEET (FORMERLY S 0°2-33" E A DISTANCE OF 662.40 STATE OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS"WAS DRAWN FROM THE
FEET) TO A 5/8 INCH IRON PIN MONUMENT MARKING THE SOUTHEASTERLY CORNER OF SAID KUNZ HOLLOW FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY
SUBDIVISION; REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS.
THENCE LEAVING SAID BOUNDARY S 78°36'02" E A DISTANCE OF 131.52 FEET TO THE POINT OF BEGINNING OF
THIS EXCLUSION PARCEL,
THENCE S 89*21'05" E A DISTANCE OF 363.34 FEET TO A POINT,
Np,L LA NO
THENCE S 6°47'18" E A DISTANCE OF 81.34 FEET TO A POINT OF CURVATURE; 0 %STf,Q `rG,AL
1q-
THENCE A DISTANCE OF 7.33 FEET ALONG THE ARC OF A 56.50 FOOT RADIUS CURVE RIGHT, SAID CURVE CLINTON W. HANSEN 0 0
HAVING A CENTRAL ANGLE OF 7°26'13"AND A LONG CHORD BEARING S 3°04'1 1" E A DISTANCE OF 7.33 FEET TO a. ill 8
A POINT OF TANGENCY; PLS 1 1 1 18
5 31 02
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THENCE S 0°38'55"W A DISTANCE OF 84.03 FEET TO A POINT; �7i�, F OF �5
ON W. NP
THENCE N 89°21'05"W A DISTANCE OF 19.47 FEET TO A POINT,
THENCE S 0°38'55"W A DISTANCE OF 125.00 FEET TO A POINT,
THENCE N 89°21'05"W A DISTANCE OF 285.00 FEET TO A POINT;
THENCE N 0°38'55" E A DISTANCE OF 17.00 FEET TO A POINT; � � lutim
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THENCE N 89°21'05"W A DISTANCE OF 172.59 FEET TO A POINT;
THENCE N 0°33'18" E A DISTANCE OF 176.83 FEET TO A POINT OF CURVATURE; Land Surveying and Consulting
231 E. 5TH ST., STE.A
THENCE A DISTANCE OF 161.96 FEET ALONG THE ARC OF A 103.00 FOOT RADIUS CURVE RIGHT, SAID CURVE MERIDIAN, ID 83642
HAVING A CENTRAL ANGLE OF 90°05'38" AND A LONG CHORD BEARING N 45°36'06" E A DISTANCE OF 145.78 (208) 288-2040 fax (208) 288-2557
FEET TO THE POINT OF BEGINNING. www.landsolutions.biz
THIS PARCEL (EXCLUDING EXCLUSION AREA) CONTAINS 18.51 ACRES MORE OR LESS. JOB No. 18-84 SHEET 3 OF 4
SHELBURNE EAST SUBDIVISION NO. 1 BOOK , PAGE
HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO
CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION PLATS AND SURVEYS.
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
ADA COUNTY SURVEYOR
DISTRICT HEALTH DEPARTMENT, EHS DATE
CERTIFICATE OF THE 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.
APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY,IDAHO, DO HEREBY
CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE:
20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER
CITY CLERK
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
S.S. INSTRUMENT NO.
COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF
LAND SOLUTIONS, P.C.,AT MINUTES PAST O'CLOCK_ .M. ON
APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20 , IN BOOK OF PLATS AT PAGES
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY
APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER
FEE:
CITY ENGINEER — MERIDIAN, IDAHO
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CLINTON W. HANSEN -PLS 1 1 1 18 O
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APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 1 o
FOF � PS
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY W.
W. NPR
DISTRICT COMMISSIONERS ON THE DAY OF , 20
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C�� Land Surveying and Consulting
PRESIDENT,ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE.A
MERIDIAN, ID 83642
(208) 288-2040 fax (208) 288-2557
www.Iandsolutions.biz
JOB NO. 18-84 SHEET 4 OF 4