CC - Revised Final Plat SHELBURNE EAST SUBDIVISION NO. 1 BOOK , PAGE
LOCATED IN THE NW 1/4 OF THE SE 1/4 AND THE NE 1/4 OF THE SW 1/4 OF SECTION 28, LEGEND
T.3N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO
- -� N89'23'16"W 2656.47' ZOLO FOUND ALUMINUM CAP MONUMENT
FOUND 5 8" REBAR WITH PLASTIC CAP
KINGSBRIDGE SUBDIVISION PH. 3 UNPLATTED ® AS NOTED
BOOK 105, PAGES 14355-14358 POINT OF CP&F INST. NO.
106043559 FOUND 1/2" REBAR WITH PLS 7729
CEN 1/4 S89°23'16"E 433.18' BEGINNING _ _ _ 28 27 PLASTIC CAP
FOUND F IRON PIN - _ SET 1/2" REBAR WITH PLS 11118
CP&F INST.-NO. 65.34' -65.00' -70.00 70.00'- � I -70.00- 92.84' N89'23'16"W 2223.29'
2018-114716 �� 5'' E 1/4 PLASTIC CAP
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1 h SET 5/8" REBAR WITH PLS 11118
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z z BLOCK 1 I - - - - SECTION LINE
o CENTER LINE
`65.00'� �65.00'� L70.00'- -70.00'- 13.73'C o�'�•4252E - -
¢ � ACHD STORM WATER DRAINAGE
_ _ N E. AWBREY ST.�` c ,� � 6� �� EASEMENT LINE, SEE NOTE 11
S89'21'05"E 283.6T C47 s� �o O7 N \ I EXISTING ACHD PERMANENT
70.3T �60.00' 35.00' 70.00'- 48.24'- cRs N
SIDEWALK EASEMENT LINE PER
5 (JA I INSTRUMENT NO.
N d 52E o PUBLIC UTILITY, PRESSURE IRRIGATION
Co �� 00� � � �,� N\ N�442 0 0 � I & LOT DRAINAGE EASEMENT LINE -
M_ O �' �', \ I SEE NOTES 1 & 2
0 ow o^ P o ry N rn rn SURVEY TIE LINE
z o� z o °'-�' � 'P � � o
0 0 S89'21'05"EI S89'21'05"E "' Sc o 52'E I SUBDIVISION BOUNDARY LINE
`70.00' L60.00' 12 70.00'- L 98.93'- N�4�29 I 0' 50, 100, 200'
m o - r - � N89'21'05"W 168.93' ,� V1-
CD v� LOT LINE
N N O O o BLOCK 2 �'s ADJACENT PROPERTY LINE
5' _------ ----`�' 18 LOT NUMBER
r0 �``' 41.5' SEE NOTE 11 w. V ��4252E
a N o 0 0 23.1' CS0 r N1 rn�
o �� ^� O �20.5 cr 10 O,
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NJ o z J R,SS, �; 1 �� I TURN-AROUND EASEMENT PER
5 INSTRUMENT NO.
Y m L c"9 102.36' 1� �A N�4 425 11 6865 S I
0 7o.o0''0 57.55' ��ti $ ��,� E DARBY CT. _ N C16�1 `s ��s
o N89'21'05 W 124.63' �'s _�89.21'05"W 130.50' st E G �ry
N89'21'05"W 140.34' CS3 N �1�4252 �. \
SEE SHEET 2 OF 4 FOR LINE AND CURVE DATA
�70.34' 70.00' I�1 -25.801' �62.50'� r62.50'� L35-054� ssrD.& ��9 12
9 10 11 ' 1 13 14 9 NOTES
�s �,BLOCK
w
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N ,� �� r cc i� oo p5 C>6 0 13 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,SHELBURNE EAST SUBDIVISION
Z HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET.THIS
0 6 __1 �� �' EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
�5 N _- C39 I 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC
-70.00` 70.00 70.00'- L62.50'J L62.50'� 70.00'� �? car �3 "c -I UTILITIES,SHELBURNE EAST SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET
\ --------
BLOCK 2 ,,- 15 -----N89'21'05"W 405.00'----325.92' - ---------------------- C57 �� w\rn ( 0 C38--_, 5j4�25 co ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN 10 FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
C14 14 o I N 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE
67.00 E. BOTT DR. _ �" \ ' a RE-SUBDIVISON.
S89°30'11"E -� 91.5' S89'21'05"E 325.92' - �- C12 N C13 C33 h 0000 J I 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION
v 1rn �`l _ `v S 700 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR
PLS 7729 PLS 7729 /L4 _L------_--_-J� 325.92 BLOCK 3 13 -C21 ��� I P, N89'21 05"W 67`39 11
S) -� 1ckDf 5. BUILDING SETBACKOS AND DIMENSIONAL M THE NEW YORK S STANDARDS INRIGATION THIS H S SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING
025 „ o? �0�00• IOF Z o I m REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL.
SEE NOTE 11 S89 21 05 E 363.34 cn �Im z �7)• 8 CIS w 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH
15 �' POINT OF BEGINNING oo o yIN I JS�° O N67:69 B83 \, C34 o rri I RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
o L0 �/ C' EXCLUSION PARCEL �j'Po co �� 2 3gs)6,C3SEE\\\11i 1 `" Q 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
z of -P_OC �' S �'� "^ I m 8. LOT 14, BLOCK 1; LOTS 3& 15,BLOCK 2; LOTS 1 &13, BLOCK 3;LOT 8, BLOCK 4,LOTS 1 &12, BLOCK 5,AND LOT 1, BLOCK 6 ARE COMMON LOTS
o �_ m 23.5' 23.5' c� c `°� �"' �w C36- � r"' "' C1 �' n 3O 1 W TO BE OWNED AND MAINTAINED BY THE SHELBURNE EAST SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE
^_ � N°wn N oto o �� COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND SHELBURNE EAST SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE
o cn ! N J CN �M� Z 0 O t I IRRIGATION.
m 25' 25' ;�7n o `� to � I 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE,RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION,
W UNPLATTED o rn L32 n( n o z cn_ Z
w > oO M L33 `�� z �y " AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN
�_ Q i� EXCLUSION PARCEL - NOT A PART ap r7 ci L C30 C E r I OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR,WHEN THE
c L25 26 29
m I N89°21 05 W - �- C N�526 p3 10 OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS
0 1 ^ E. CLEARY ST.' �8 63.23 5 d-
= o � �_ C � � / 19.47 \ � � � � N I OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
c" m w S89'21'05'E 88.66' 6 2j N1526p3 o OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF.
in o �I J C2� r, 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT
^ _ s. ti5' 6'\ O �, NO. RECORDS OF ADA COUNTY, IDAHO.
^�vj o o� 4, 9 G 11. PORTIONS OF LOT 3, BLOCK 2;LOTS 1,2 AND 13, BLOCK 3; LOT 8, BLOCK 4; LOT 1, BLOCK 5,AND LOT 1, BLOCK 6 AS DELINEATED HEREON ARE
b C) Z �j o� �1 E \ I SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM, THESE LOTS ARE ENCUMBERED BY
00
cV ;� O N�5.7 0 v THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.
a' cV 8 66 o �, 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER
E. PEACEFUL POND DR. J 147 N N89°21 05 W 172.59 NO°38 55 E V) \ o
PLS 7729 0 17.00 N z o \ 6' BLOCK 5 EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT
,n 125.59' o L5 L6 o c»
J w o --- -- N89°21 05 W 285.00 \N o % ' I PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER
13 N89'21'05"W � °OI SEE NOTE 11 BLOCK 4 �� � �� r DRAINAGE SYSTEM.
�o N - �'I 8 r? \� 5'26 p3 °' \ I 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.
w I M r w 125.52T 1 Q '--_--_ __ S89'21'05'E 465.92' 25 5 N N� o �� RECORDS OF ADA COUNTY, IDAHO.
°O `fl 1 z oo "- 12 0 ;LLJ0 ZO -80.00' 70.00'- 1 64.00'- 64.00� r 64.00'� 64.00'� -59.92' \w 9. O \ I 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR SHELBURNE EAST SUBDIVISION
cS r� o 0 p 5 - o_ NO. 1,RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO.
� ^o ^ °O 1 C9 1 2 3 I o N
25' 25' z�$221'Q5°IL J o1 Z ^ O Lw O w O w 4O w O O w 7 N p3 E a, 14. DIRECT LOT ACCESS TO E. BOTT DR.OR S.HILLSDALE AVE. IS PROHIBITED.
Z - -^ z g ,� F,� od �� o �� o LL of �� O °I \ N�526 cA \ 15. LOT 8, BLOCK 2 SHALL BE SUBJECT TO A COMMON DRIVEWAY ACCESS EASEMENT IN FAVOR OF LOTS 6,7,9 AND 10, BLOCK 2. THE
`V T10' 125.41 °° I �°�° �L,) ,n roo rco rU0 ,rg roo I .0 I HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON DRIVEWAY AS REQUIRED BY CITY OF
o z a' N o o `V o o '� cr OC \- c MERIDIAN UDC 11-6C-3D.7. SAID LOT IS ALSO COVERED BY A BLANKET EASEMENT FOR PUBLIC UTILITIES.
z i o f 11 �, 5 \ z z o z
a' P °' BLOCK 3 s�c \ 28.50 1_5
1 27.94'-C24 sv � SURVEY NARRATIVE oN LLJY 70.00` �64.00' �64.00' `64.00' 64.00'- \ o P Np
m r7 ✓ �5� c6� _ _ _ _ _ _ E. FRATELLO ST._ - - C9 �3 1p I THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM ��5 �G1ST
O O \ N89'21'05"W 382.44' w g \ 1p 11l.99'„ O
z 1 10 / �„ �40 , SURVEYED TIES TO CONTROLLING SECTION CORNER O -�
co \ C6I10.00' 70.00' 64.0� 64.00 64.00' 64.00'- 46.44'- C55- 3a -N�ap6 p0 E N� � \ I < MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF CLINTON W. HANSEN W 1 1 1 18 O
C9 Y ��� A I r- F F C62 � 5' v Q a �
/ 5 SEE 9. 1 V rn 6r DARTMOOR SUBDIVISION, KUNZ HOLLOW SUBDIVISION,
w CDU 19' c� I�' NOTE 11 0 10 �. �,, O N O
m o r- rn I w w y�j.�96 /per O O8 O O 3f O �� O O o o', KINGSBRIDGE SUBDIVISION PHASE 3,SHELBURNE SUBDIVISION PLS 1 1 1 18
ems, �• h o\ 7' _ r o�'
\ ��, ,r, ra, cv N= N w 6, _ _A24$- - �^ NO.2, INFORMATION FROM RECORD OF SURVEY NUMBERS 2682,
CD
1 Os o � N m:` a)_ c, w o. _ n � I ¢ 5734, 11889,AND CURRENT DEEDS OF RECORD. THE SURVEYED /�i O F 5
j A\ / �� I� �o �o 0 0 00 0 0 A N83'30 50 EL LP
O _ s cA MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE 0/V 1�1P'
0 o 0 0 0 'o �^ c�i o \ 5 a' 11 o? W
ll 13 E 13 ���- I� �� - cn N r^ 5 23• �,, O P RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE
L�2 1 J J oo R,2S4 8"�y, \ 5 BLOCK 3 S89'19'52"E2 2 g 5 �! 130.04 i1 `�' S49°38'32"E O BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON.
L52� L41 L42 234.50' L 91.1" w N83'45.74 E- 18 68' I v
70.00 �64.00'- 64.00'- 64.00'- -64.00'- -64.00'- 107.54' L7 L8 145.74' 12 vi Lano tiO
PLS 7729 _ C-S 1/16 N89°19'52"W 951.49'
n s
67.00' � PLS 7729 SEE NOTE 11 Lind Surveying end Consulting
N89°17'02"W I y g g
UNPLATTED `�
231 E. 5TH ST., STE.A
MERIDIAN, ID 83642
2s 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
CURVE TABLE CURVE TABLE LINE TABLE LINE TABLE
CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION
C1 7.33' 56.50' 7*26'13" S3'04'11"E 7.33' C34 52.87' 175.00' 17*18'35" S70'19'15"E 52.67' L1 20.50' SO'29'30"W L27 22.03' SO'38'55"W
C2 161.96' 103.00' 90'05'38" N45'36'06"E 145.78' C35 3.73' 197.00' 1'05'02" S62'12'28"E 3.73' L2 20.50' SO'29'30"W L28 22.05' SO'38'55"W
C3 64.63' 50.00' 74'03'57" N52'19'06"W 60.23' C36 64.33' 197.00' 18'42'39" S72'06'19"E 64.05' L3 20.00' N39'05'38"E L29 37.03' SO'38'55"W
C4 25.02' 100.00' 14'20'18" S22'27'17"E 24.96' C37 17.45' 125.00' 7'59'58" S65'39'57"E 17.44' L4 131.52' S78'36'02"E L30 60.53' SO'38'55"W
C5 25.02' 100.00' 14'20'18" S36'47'34"E 24.96' C38 98.35' 175.00' 32*12'03" N77'45'59"W 97.06' L5 23.50' N89'21'05"W L31 21.66' N43'07'10"W
C6 51.31' 100.00' 29'24'05" N29'15'41"W 50.75' C39 131.08' 197.00' 38'07'20" N82'28'16"W 128.67' L6 23.50' N89'21'05"W L32 21.21' N45'38'55"E
C7 12.98' 100.00' 7*26'13" N3'04'11"W 12.97' C40 37.55' 120.50' 17*51'15" N23'29'16"W 37.40' L7 24.36' S89'19'52"E L33 5.00' N89'21'05"W
C8 130.53' 100.00' 74'47'08" N51'57'31"W 121.46' C41 24.28' 120.50' 11'32'49" N38'11'19"W 24.24' L8 24.36' S89'19'52"E L34 23.18' N61'04'21"E
C9 53.11' 200.00' 1512'52" N83'02'29"E 52.95' C42 25.79' 79.50' 18'35'07" S34'40'10"E 25.67' L9 28.26' N10'21'31"W L35 27.24' N89'21'05"W
C10 117.81' 75.00' 90'00'00" S44'21'05"E 106.07' C43 14.00' 79.50' 10*05'28" S20'19'52"E 13.98' L10 27.20' N10'21'31"W L36 12.88' N75'26'03"E
C11 235.86' 150.00' 90'05'38" N45'36'06"E 212.31' C44 13.60' 70.50' 11'03'10" N20'48'43"W 13.58' L11 23.43' N10'21'31"W L37 21.21' N30'26'03"E
C12 74.71' 300.00' 14*16'07" N83'30'52"E 74.52' C45 30.23' 70.50' 24'34'04" N38'37'20"W 30.00' L12 8.58' N64'31'14"E L38 12.88' S75'26'03"W
C13 10.22' 300.00' 1'57'04" N75'24'16"E 10.22' C46 47.31' 70.50' 38'26'42" N70'07'44"W 46.42' L13 21.00' N64'44'10"E L39 7.07' N59'33'57"W
C14 114.94' 150.00' 43*54'19" N83'37'07"W 112.15' C47 13.10' 29.50' 25'26'36" N76'37'47"W 12.99' L14 21.26' S30'28'00"W L40 14.14' N59'33'57"W
C15 35.39' 150.00' 13'31'08" S68'25'31"E 35.31' C48 25.03' 29.50' 48'37'21" N39'35'49"W 24.29' L15 24.17' S88'16'55"E L41 25.00' N89'17'02"W
C16 26.42' 50.00' 30'16'21" N75'30'45"E 26.11' C49 31.05' 21.00' 84'42'55" S46'59'37"E 28.30' L16 51.38' S75'26'03"W L42 25.00' S89'19'52"E
C17 62.78' 50.00' 71'56'27" N53'22'51"W 58.74' C50 167.71' 55.00' 174'42'54" S88'00'23"W 109.88' L17 18.95' S60'22'34"W L43 40.00' NO'33'18"E
C18 107.78' 525.00' 11'45'46" N5'19'35"W 107.59' C51 25.08' 55.00' 26'07'40" S12'24'55"E 24.86' L18 32.83' S34'22'57"W L44 39.93' NO'33'18"E
C19 97.52' 475.00' 11'45'46" S5'19'35"E 97.35' C52 35.00' 55.00 36'27'39" S43'42'35"E 34.41' L19 4.16' N56'15'43"W L45 21.21' N4426'42"W
C20 196.55' 125.00' 90'05'38" S45'36'06"W 176.92' C53 26.31' 55.00' 27'24'40" S75'38'45"E 26.06' L20 33.17' N56'15'43"W L46 6.00' N89'26'42"W
C21 29.37' 325.00' 5*10'42" N88'03'34"E 29.36' C54 18.82' 70.50' 15*17'31" N83'00'10"E 18.76' L21 35.37' N51'45'14"W L47 46.00' S89'26'42"E
C22 9.93' 76.50' 7*26'13" N3'04'11"W 9.92' C55 41.77' 223.50' 10'42'28" N80'47'17"E 41.71' L22 34.90' N38'50'33"E L48 14.14' N4533'18"E
C23 99.85' 76.50' 74'47'08" N51'57'31"W 92.91' C56 40.80' 79.50' 29'24'05" N29'15'41"W 40.35' L23 23.50' SO'38'55"W L49 11.00' S89'26'42"E
C24 46.87' 176.50' 15*12'52" N83'02'29"E 46.73' C57 22.54' 275.00' 4'41'44" N88'18'03"E 22.53' L24 23.50' SO'38'55"W L50 27.00' NO'33'18"E
C25 80.90' 51.50' 90'00'00" S44'21'05"E 72.83' C58 275.18' 175.00' 90'05'38" S45'36'06"W 247.69' L25 43.50' N89'21'05"W L51 27.00' NO'33'18"E
C26 34.89' 123.50' 16'11'05" N22'39'29"W 34.77' C59 41.12' 98.50' 23'55'00" S11*18'35"E 40.82' L26 25.69' N89'21'05"W L52 42.00' N89'17'02"W
C27 30.07' 123.50' 13'57'09" N37'43'36"W 30.00' C60 62.29' 98.50' 3613'59" S41'23'05"E 61.26'
C28 30.53' 123.50' 14'09'53" N51'47'07"W 30.45' C61 51.32' 98.50' 29'51'01" S74'25'34"E 50.74'
C29 47.84' 123.50' 22*11'38" N69'57'53"W 47.54' C62 17.58' 223.50' 4'30'24" N88'23'43"E 17.57'
C30 5.05' 123.50' 2'20'40" N82'14'02"W 5.05' C63 102.65' 500.00' 11'45'46" N5'19'35"W 102.47'
C31 16.03' 123.50' 7*26'13" N3'04'11"W 16.02' C64 102.65' 500.00' 11'45'46" S519'35"E 102.47'
C32 18.63' 1 143.50' 7*26'13" N3'04'11"W 18.61' C65 107.78' 525.00' 11'45'46" S519'35"E 107.59'
C33 61.16' 125.00' 28'02'00" N75'40'57"W 60.55' C66 97.52' 475.00' 11'45'46" N5'19'35"W 97.35'
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CLINTON W. HANSEN a 1 1 1 18 0
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Land Surveying and Consulting
231 E. 5TH ST., STE.A
MERIDIAN, ID 83642
(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.)
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 '/ AND THE NE '/4 OF THE SW '/4 OF SECTION 28, TOWNSHIP 3
NORTH, RANGE 1 EAST, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY,
FOLLOWS: IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF
ACCESS TO, AND USE OF, THESE EASEMENTS ARE HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND
COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID SE '/4 (EAST'/4 CORNER) FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR
OF SECTION 28, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SE '/4 SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS.
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 2223.29 FEET TO A POINT ON THE EXISTING WESTERLY RIGHT-OF-WAY OF THE TEN MILE FEEDER IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF
CANAL AS SHOWN IN DEED RECORD NO. 88, INSTRUMENT NUMBERS 32075 AND 32076, RECORDS OF ADA COUNTY, 20
IDAHO, BEING THE POINT OF BEGINNING;
THENCE LEAVING SAID BOUNDARY AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES: SHELBURNE PROPERTIES, LLC, AN IDAHO LIMITED LIABILITY COMPANY
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;
THENCE S 10'21'31" E A DISTANCE OF 337.13 FEET TO A POINT; RC LEGACY HOLDINGS LLC
RANDAL S. CLARNO, MANAGER
THENCE S 14°31'36" 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;
THENCE S 49°38'32" E A DISTANCE OF 18.68 FEET TO A POINT ON THE SOUTH BOUNDARY OF THE NW '/ OF THE SE ACKNOWLEDGMENT
'/OF SAID SECTION 28;
THENCE LEAVING SAID RIGHT-OF-WAY AND ALONG SAID SOUTH BOUNDARY N 89°19'52" W A DISTANCE OF 951.49 FEET STATE OF
TO THE SOUTHWEST CORNER OF SAID NW'/4 OF THE SE '/4; COUNTY OF S.S.
THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID NE '/4 OF THE SW '/4 N 89-17-02" W (FORMERLY N 89-19-15" W) A
DISTANCE OF 67.00 FEET TO THE SOUTHEAST CORNER OF SHELBURNE SUBDIVISION NO. 2, AS FILED FOR RECORD IN ON THIS DAY OF 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
BOOK 116 OF PLATS AT PAGES 17512 THRU 17515, RECORDS OF ADA COUNTY, IDAHO; STATE PERSONALLY APPEARED RANDAL S. CLARNO, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF RC
LEGACY HOLDINGS LLC, A MEMBER OF SHELBURNE PROPETIES LLC, THE LIMITED LIABILITY COMPANY THAT
THENCE ALONG THE EASTERLY BOUNDARY OF SAID SHELBURNE SUBDIVISION NO. 2 N 0-33-18" E (FORMERLY N 0°31'05" EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED SUCH
E) A DISTANCE OF 662.65 FEET TO THE NORTHEAST CORNER OF SAID SHELBURNE SUBDIVISION NO. 2, ALSO BEING A INSTRUMENT FOR AND ON BEHALF OF SAID LIMITED LIABILITY COMPANY AND THAT SUCH LIMITED LIABILITY
POINT ON THE SOUTHERLY BOUNDARY OF KUNZ HOLLOW SUBDIVISION, AS FILED FOR RECORD IN BOOK 82 OF PLATS COMPANY EXECUTED THE SAME.
AT PAGES 9043 AND 9044, RECORDS OF ADA COUNTY, IDAHO;
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN
THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID KUNZ HOLLOW SUBDIVISION S 89-30-11" E (FORMERLY S THIS CERTIFICATE FIRST ABOVE WRITTEN.
89°21'53" E)A DISTANCE OF 67.00 FEET TO THE SOUTHEAST CORNER OF SAID KUNZ HOLLOW SUBDIVISION;
THENCE ALONG THE EASTERLY BOUNDARY OF SAID KUNZ HOLLOW SUBDIVISION N 0°29'30" E A DISTANCE OF 662.47 MY COMMISSION EXPIRES
FEET (FORMERLY N 0°2'33" W A DISTANCE OF 662.40 FEET) TO A 1 INCH IRON PIN MONUMENT MARKING THE
NORTHWEST CORNER OF SAID SE '/4;
RESIDING AT
THENCE ALONG THE NORTH BOUNDARY OF SAID SE '/4 S 89°23'16" E A DISTANCE OF 433.18 FEET TO THE POINT OF
BEGINNING.
EXCLUDING THEREFROM THE FOLLOWING DESCRIBED PARCEL: NOTARY PUBLIC FOR THE STATE OF
A PARCEL OF LAND LOCATED IN THE NW '/4 OF THE SE '/4 OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE
MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID SE '/4 (EAST'/4 CORNER)
OF SECTION 28, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SE '/4 CERTIFICATE OF SURVEYOR
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 '/
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 SUBDIVISION; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM
THENCE ALONG THE WEST BOUNDARY OF SAID SE '/4, ALSO BEING THE EASTERLY BOUNDARY OF SAID KUNZ HOLLOW THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY
SUBDIVISION, S 0°29'30" W A DISTANCE OF 662.47 FEET (FORMERLY S 0°2-33" E A DISTANCE OF 662.40 FEET) TO A 5/8 REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
INCH IRON PIN MONUMENT MARKING THE SOUTHEASTERLY CORNER OF SAID KUNZ HOLLOW SUBDIVISION; 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; \O4p.L LANs
THENCE S 6047'18" E A DISTANCE OF 81.34 FEET TO A POINT OF CURVATURE; g'�tGISTFR�c.G'P�
THENCE A DISTANCE OF 7.33 FEET ALONG THE ARC OF A 56.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CLINTON W. HANSEN � 1 1 1 18 O
a
CENTRAL ANGLE OF 7°26'13" AND A LONG CHORD BEARING S 3°04'11" E A DISTANCE OF 7.33 FEET TO A POINT OF M
TANGENCY; PLS 11 118 N� �o =
� qT pQ' kr
THENCE S 0038'55"W A DISTANCE OF 84.03 FEET TO A POINT; OF
THENCE N 89°21'05"W A DISTANCE OF 19.47 FEET TO A POINT;
THENCE S 0038'55"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; C�
THENCE N 89°21'05"W A DISTANCE OF 172.59 FEET TO A POINT; ✓- i �r
THENCE N 0033'18" E A DISTANCE OF 176.83 FEET TO A POINT OF CURVATURE; Land Surveying and Consulting
THENCE A DISTANCE OF 161.96 FEET ALONG THE ARC OF A 103.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A 231 E. 5TH ST., STE.A
CENTRAL ANGLE OF 90°05'38" AND A LONG CHORD BEARING N 45°36'06" E A DISTANCE OF 145.78 FEET TO THE POINT MERIDIAN, ID 83642
OF BEGINNING. (208) 288-2040 fax (208) 288-2557
www.landsolutions.biz
THIS PARCEL (EXCLUDING EXCLUSION AREA) CONTAINS 19.53 ACRES MORE OR LESS. OF
SHEET 3 n
JOB N0. 18-84 SHEET C C r `t
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 PLATS AND SURVEYS.
SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
ADA COUNTY SURVEYOR
CENTRAL DISTRICT HEALTH, 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
\0NPL LA No
GISTFR� G'ALc^
CLINTON W. HANSEN a 1 1 1 18 0
N Po 2
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT l'Ls 11 1 18 %q�,F of
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY W.
W. NPR
DISTRICT COMMISSIONERS ON THE DAY OF , 20
10
L ;1w I
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.landsolutions.biz
JOB NO. 18-84 SHEET 4 OF 4