CC - Final Plat PLAT SHOWING BOOK , PAGE
MOVADO SUBDIVISION NO. 8
LOCATED IN THE E112 OF SECTION 21,
T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN,
ADA COUNTY, IDAHO
2020 SEC CORNER
N114 COR.SEC. 21 CP&F#105155109
CP&F#108008840 BASIS OF BEARINGS
S 89013'35"E 2676.87'
-- --- 16-- --- 15
E. OVERLAND ROAD 21 22 PLAT NOTES
CITY OF MERIDIAN PATHWAY i 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
EIGHT MILE CREEK EASEMENT PER INST. HEREBY RESERVED ALONG THE FOLLOWING:
N 171.21' -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED
C2 S 85024'01"E -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHTS OF WAY OR AS DEPICTED
o ,' ° -- I -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED
77 S 8S c1P4
J��� �'L,�i C6 •RM S 85°24'OZ''E -171.21' J-��.�~ ° 6r`os9>> Olt'jj i -A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED
i Q d'/ --43.36'1 r_81 26, _ • C� �8• 00 A ALONG THE FOLLOWING:
'1, �� 'R • 1 r46.59'_ • S��8S6 F k `S -TEN 10' FOOT WIDE ALONG SUBDIVISION BOUNDARY REAR LOT LINES OR AS DEPICTED
RM � OoS�9• y ° 9 C� S ( )
o �; RNZ gg39 ��� S6 A�GiIJ 1 \6' ssFo��
100 ' g F o0 9 Ip sue., 0 8' A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE
�OPp `� J 73 o�i o 72 10 71 r l a'o, • M StG, g1 JS'I W 1 z 65 i
;y oDc OQp�p�' 00" 2` t 1 10 0 BLOCK7 pr rQ' 28 shoo. `S`'�., 1 Ot�r _ 1 ��F6 F �F FOLLOWING:
NCO, I0• S,� \r'� o ti, /� > g , -TEN 10' FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
ri Z� �5 6 , lo\ l Z Z h% /,� O' , n 63 O .S9 ( )
�i�0 ti < 1� `6 I�5'(TYP) 1 ti, ro , r '�0 "�c� ` M( • I i -FIVE 5' FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED
N b }7s� �� 5'(TYP) --C-. -- % /ON r r� 00' `9S VO- o WC 9 ( )
,$o , 74 .9� , r,�� 70 tir /� �> �\ ` ,I r, O 6]• PEPPER HILLS N0. 8
. 9 C27 `c31'�\r i `�y /A r ^� �," \ I � ' BOOK 77 PAGE 8034 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT WHICH
ti /o r z
-O\ Op 01 > C� _ _ c32 ti/,°ti 69 ,� �p0, 62 ` I STATES "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
° �'RM• s`�\ ti Gti C23 66
'L�' r r ti ti/ i O • BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE
75 9. • 6�,�r ,� titer rod �/ r gIy
N 89°48'S6"W 1668.01` C s �r� F �, CZ \\ tir,°ti SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
\ WC 60 v�°� �.o > .� ,-_-1 z- 5- S .> r r 68 O�nWi O / 92, 63°
�o. • G2 I y �60° O r r / o' r k, Og;\ ° ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE
POINT OF BEGINNING <� �Rs` ` 00 0I `'�- ��' 1 I o g9- 00 /r yhoy0/ /5 �g g'''�y 48' TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY
00.• �� �1 w , 6> GOl d2„ for` 67 �T, S6, i
9, i IJ F 2 i N WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
6, F 0 3 11 Q, , S II �i h /oti�' • WC ,
y8' �o r r O h' I o OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF."
10 I� I - p �"�, / 98, •�'� � �rh' /� ti 1.0
BLOCK 10 ti , r0 SEE h'. jI, 5•`'' '
90 0 y y0 0 10 1 1 0, /O 88, �C� 'S�' i'0
0 o, 2 8 , 0 3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
�y0 0 1 l rh DETAIL"8" I 63
o0.h 01�' SEE 1��`FS ,) V/, y l�/ , 9 I88 • �� �' �'oA m -
6 DETAIL"A' �r ti SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RE-SUBDIVISION.
�r LEGEND �0 0 9.- 5 s9 r , 12
o Q1 o C1 0 'Oo� ��. ,LO 22,.�
0 3� 9 `�`� LO r` �� °YOi /O `� �' 65 I M 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
Ni, `�`s�o ` ` �3 L�I I s60 g , 98 ��%//�h0 s 13 C"�5� �' n��� BLOCK 7 10' TYP `Ov o
cn -- -- SUBDIVISION BOUNDARY LINE G ( ) I COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE AT THE TIME OF RE-SUBDIVISION.
i' of I 2�,cc\ r r r o i'c� L__ 116.18' --j `No i
SUBDIVISION LOT LINE �� o` 9.- Oti �� wl I ` y g9 5' w I;� 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES.
`\ R 6 r1 v` �S 89°22'06"E-.i M m
g N. 'I I 1 I8 O 1 • n �, N MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
i --- --- --- SECTIONAL LINE \ 8 (k� OA �I I Q g3,; Est y 12 ' I.a o
i p� r r1 SEE 22' 22' - o co q
_ 64 �-o I THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
------------------- NEW EASEMENTS �. \� 60 i < 27 I I 26 O ��> DETAIL"C" cq in� O
ti 9� s ^ w v__115.00'__
3 14 > J 6. LOTS 67, 77, 78 AND 79, BLOCK 7, LOTS 21 AND 32, BLOCK 10, ARE RESERVED AS COMMON
CENTERLINE oy rS 89°22'06"E , I W- - - - - a AREA,ARE NON BUILDABLE LOTS,AND ARE OWNED AND MAINTAINED BY THE ESTATES AT MOVADO
IL �g3��' °j `�-N90000,00"E Po'� 0 63 a o 1 A
o ASSOCIATION INC.
-
-------------------------- EXISTING EASEMENT G7%` �� 9J -� Doti�i n ______ p o o
O 0 -` �SS rr'`s j\� "G� 20` �C' N o 115.01' --o �N a o 115.00' io 78 79 W
CENTERLINE CREEK/CANAL z r- r s 2s� 8 28 Q1 �,� c1s < o 0 o I r� L ---- -J 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT N0.
Z r I O �o�\ �J / I o 15 0 c4 S 89°22'06"-E , 1� O
N s2, �'I,� ` co I w � � o Z U
ADJACENT SUBDIVISION o I M o ` N 90°00'00,E N o0 0 0 1 S. A PORTION OF LOTS S 16 AND 28-31, BLOCK 10 AND A PORTION OF LOTS 51-53, BLOCK 7,ARE
r~n W �i 6'' `�h C� •R=53.50'N 25 w L--------- o; 0 62 o h v~i Ul
C7 10 72 I U - _________ o 0 0 ^ I z SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE
TIE LINE /� `� 1 BLOCK 10 v 115.01' ^� 115.00' rn c ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
N o �I o o �
ACHD SIDEWALK EASEMENT q 29 �1 S o 0 16 0 __-__-___, w RECORDED ON NOVEMBER 10 2015 AS INSTRUMENT NO. 2015-103256 ADA COUNTY RECORDS AND
0 S o o v S 89°22'06 E `� 1 v� a INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT"
- - - - - - - - - - �^ �S h R ��o o (o �o h o 0
PER INST. NO. 2018-078154 �, ���, G�1 22' _N 90°00'00"E N o o w I Q ( )
` •1 SEE 1 G .06, ° 0 61 0 �y THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
�� I r----- -- �O �o
FOUND BRASS CAP A o 0I `• �� DETAIL"D" 1 "N N tiO F1s 115.01 ___115.00'__ p PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND
Ohs 29.72' M ° o I- MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
O S 1 ` ' J �n S 89 22'06'E 1 =
`'sue L O 0• n �S2o 24 ` Q> oW rn o z
i FOUND ALUMINUM CAP �\ h, titi ,/ `� `�1, ) �ti 17 `° 60 0 1 C2
�v o o I 9. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT,IN
C �.F o `sS • �' `o y I = COMPLIANCE WITH IDAHO CODE 31-3805 1 b LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
Qo FOUND 518"REBAR PLS 14221 OR AS NOTED 30 / �'o,• qti' `� Is po,'00 . ' \?�, cb
__I15.81'__ U ( )( )•
1 I .O �s o, O' I- O _____ Q TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE
a, I-10'(TYP) G,� �, , 00 �o ��F ti �, S 89 22'06"E i 1 i NAMPA-MERIDIAN IRRIGATION DISTRICT.
M O FOUND 112"REBAR PLS 14221 (� / cb `� / , Oo�� �, N o
r< 3.56' I C., < � 23
o 1 30' 30' v`�`:�° i.�� s 18 • �' S9 / I 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF TWELVE
0• SET 518"REBAR/CAP PLS 11574 L---107.00'-_ • I �r'1, / r S > �- ,
______ BLOCK I
INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
W L N 89°48S6 W ? `�``cc oL0 h
• SET 112"REBAR/CAP PLS 11574 - I SEE r< ` ` I O e' `\06, 00 ter /�\ `\Iz y PEPPER HILLS N0. 9
d I a N `�`s� 0110• ,O °j oh s`� 1 1 ' BOOK 78 PAGE 8305
O to DETAIL"E" �� °8- / ' O �� , oti' N• 0� S�°. `��- 11. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.
O FOUND 1"COPPER PLUG(W/MAGNETIC INSERT) *-+1^ a, w I o 22 �\ ,' ^�\ S 1g `i C ti0 10 �'j �i 2017-012608 AND AMENDED NO. 2017-024757,
0 31 v, = BLOCK 10
58 i
O o 6.57' . �. a y O r F
A CALCULATED POINT z 20,1I~ o w o OO .Oti 1�\106, �3h �� `S 0,^s\�r ,� i 12, THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS,
10270' 71 o v o In ( �oo`�F /1 gy0 O S�a� ��- Oti g� 1 CONDITIONS AND RESTRICTIONS FOR THE ESTATES AT MOVADO ASSOCIATION INC.
1 LOT NUMBER / o'L Q 10'
S 83°4230"E_J z of v� �7.31, 15.09'1 . 1 20 `` " O1,4 06, ,1 0
102 68' 1^ �, El/4 COR. SEC. 21
�/C WITNESS CORNER E. 0 82.90' 32 o N 83°4 `r htiC� h QQ' ,�� 57 cam` L13 13. A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254
COPPER h o 230"W Q {I • __ 131.88' 30.00' 48.00' CPF#114011299 H REVISED TO REFLECT A LOMR.
ER POINT DR. L2 z �� 1 o
0 135.42' 87.59' L- •G S S� `�� 'y RM o • •
C114 COR. SEC. 21 RM REFERENCE MONUMENT °- _ 63.34'-- C41' hti' ���� 00 N 89 08 00 W °
iy S 83 423 / N 89 OS'00"W
CP&F#2018-107365 O o 22.00' 0 E • - �98.75' 150.93' �, �' / h0 Zo` r1 161.88
STORM DRAINAGE EASEMENTS - N CAg
O^ f-69.24'_ 334.17' 334.17' • ,� � 56 F � �'
5'(TYP) II,_ W -70.00'_-7 r_70.00, 70.00' CA9`.G51 rs7o z`:9s o� °titi�� REFERENCES
I I I Lu I 54.9,3� MUIR WOODS SUBDIVISION NO. 1
p - I I W I I SEE .C52� � �,9, ` 1'L' Oo h R1)MOVADO SUB. NO. 6 BOOK 117 OF PLATS PAGE 17780 ADA COUNTY RECORDS
1l ^MI I" b I I I I C53 r U,� `� r 'L BOOK 80 PAGE 8553 ' ' '
W l0 49 n1 I^! M� I4N� 01 IDETAIL"FWI I �I I r,� w
�I IN 50 N I M - I I �� 55 F / R2) CRAWFORD PLACE SUBDIVISION, BOOK 79 OF PLATS, PAGE 8411,ADA COUNTY RECORDS
r� i� bI 1' o I I� 51 nl I^ of to oI to o� R3)PEPPER HILLS NO. 8 BOOK 77 OF PLATS PAGE 8034 ADA COUNTY RECORDS
I~ ZI I of I~ �i i 52 nl l0 53 ^I IN ��� i� ! R4)MUIR WOODS SUBDIVISION NO. 1 BOOK 80 OF PLATS PAGE 8553 ADA COUNTY RECORDS
o LWC I I� �I I ZI Imo' o I Iti o I 10 54 �\ �� �6 //` i
69.24'J L_ bl I o I I BLOCK 7 .G 78 / �
�o 0 70.00'-J L-70.01'-1 L_ ZI I �I I m� � ' G5� o��
Z l0 70.01- L_ I I 56'
_ RIDENB S84°19Z2"E 70.00'-� I --C55"�� RM �Ig ���
AUG=AL AS o o 355.82'
LOCATED
SEPTEMBER - � __ 50"WIDE NMID '�2018 ° INST. EASEMENT
N 84°03'21" W NO. 797771
432.36' OOA
�A
MUIR W NO.
SUBDIVISION N _�5 51���01
BOOK 80 PAGE 8553 1 15T
SCALE a 11574 , 2030 S. WASHINGTON AVE.
100 0 50 ioo 200 9,2_12_012_0 EMMETT, ID 83617
SURVEYORS NARRATIVE � � (208) 398-8104
(FEET) THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE OWNERS TO CREATE OFF BEAGy�'
1 INCH = 100 FT RESIDENTIAL LOTS. THIS SUBDIVISION IS ADJACENT TO MOVADO SUBDIVISION NO. 6 ON THE EAST FAX (208) 398-8105
SIDE. _y jwnoo�y/y
SEE SHEET 2 OF 3 THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM AN APPROVED PRELIMINARY PLAT,
FOR DETAILS AND CURVE TABLE AND THE MONUMENTS SHOWN HEREON HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS AND CcnC CUr�ey%ng CCC
RECORD OF SURVEYS. THE CENTERLINE OF THE RIDENBAUGH CANAL WAS LOCATED IN SEPTEMBER WWW.SAWTOOTHLS.COM
OF 2018 BY SAWTOOTH LAND SURVEYING. SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
1 OF 4 212020 CP/AM JB 19338 19338-FP
MOVADO SUBDIVISION NO. 8 BOOK , PAGE
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
Cl 42.94' 185.00' 13017'54" N 5502358"E 42.84'
C2 100.03' 125.00' 45050'58" N 71°40 30"E 97.38'
C3 53.25' 125.00' 2402423" S 73011'50"E 52.84'
C4 13.78' 322.00' 2027'06" N 4905834"E 13.78' DETAILS
C5 54.47' 225.00' 13052'10" N 55041'06"E 54.33' NTS
C6 68.02' 85.00' 45050'58" N 71°40 30"E 66.22'
C7 36.21' 85.00' 2402423" N 73011'50"W 35.93'
CS 45.57' 70.00' 3701751" N 1804959"E 44.77' 9 22'
C9 27.53' 70.00' 22032'15" N 1102711"E 27.36'
C10 18.03' 70.00' 1404536" N 30006'07"E 17.98'
N 89022'06"W
Cil 65.10' 100.00' 3701751" N 1804959"E 63.95' °
C12 84.63' 130.00' 3701751" S 1804959"W 83.14' �--
C13 66.74' 130.00' 2902445" N 1405326"E 66.00'
C14 17.89' 130.00' 7053'06" N 3303222"E 17.88'
C15 16.45' 20.00' 47008'06" N 13054'51"E 15.99'
C16 256.10' 53.50' 274016'13" S 52031'06"E 72.79'
C17 16.45' 20.00' 47008'06" N 61°02'58"E 15.99'
C18 44.01' 53.50' 47008'06" N 13054'51"E 42.78' 6�F���� �c�04�.C62 14 I M
C19 43.27' 53.50' 46020'30" N 60039'10"E 42.10' G 37 °> °ti
C20 56.59' 53.50' 6003628" N 6505221"W 53.99' �°��. 6 o
C21 68.19' 53.61' 7205245" N 0005724"E 63.68'
C22 44.01' 53.50' 47008'06" N 61°02'58"E 42.78' ko
C23 218.79' 178.00' 7002537" S 8305749"W 205.28' 600 `^
C24 111.57' 178.00' 35°54'41" S 66042'21"W 109.75' 10 11 g91? OR
C25 107.23' 178.00' 34030'56" N 78004'50"W 105.62' pp 1600 y d>j W I d SEE
C26 245.84' 200.00' 70025'37" S 83°57'49"W 230.65' yati g•91 „ 9 . SolDETAIL"C"
C27 272.88' 222.00' 7002537" S 83°57'49"W 256.02' 0 o 0
C28 56.54' 222.00' 14035'30" S 56002'46"W 56.38' y r o
C29 63.81' 222.00' 16028'05" S 7103434"W 63.59' °A5p 6850, o
C30 81.46' 222.00' 21°0124" N 89040'42"W 81.00' pub o 12 15 0
C31 67.71' 222.00' 17°28'31" N 7002544"W 67.45' 0� z
C32 3.37' 222.00' 0052'07" N 61015'26"W 3.37' 0
��
9
C33 83.66' 78.00' 6102717" N 30005'44"W 79.71' S�`� SEE g�(9
C34 41.83' 78.00' 3004338" N 4502733"W 41.33' DETAIL"B" ° �
C35 41.83' 78.00' 3004338" N 1404355"W 41.33' SEE 13 �`'°,
C36 107.26' 100.00' 6102717" N 30005'44"W 102.19' r° DETAIL'A" o
C37 130.86' 122.00' 61°27'17" N 30005'44"W 124.67' 1F ON O
C38 14.79' 122.00' 605645" N 57021'00"W 14.78' pOs9-° 8
C39 50.64' 122.00' 2304653" N 41059'11"W 50.28'
C40 48.48' 122.00' 2204557" N 1804246"W 48.16' 16
C41 16.95' 122.00' 705742" N 03020'56"W 16.94'
C42 50.17' 78.00' 36051'00" N 1900324"E 49.31' -
C43 64.32' 100.00' 36051'00" N 1900324"E 63.21' N 89022'06"W
C44 78.46' 122.00' 36051'00" N 1900324"E 77.12' 10.00,
C45 14.08' 122.00' 603639" N 03056'14"E 14.07' ss�9�F,
C46 64.39' 122.00' 3001421" N 22021'44"E 63.64' 091 10.03'
C47 80.06' 78.00' 5804836" N 66053'12"E 76.59' ° 091, S 89°17'28 W
C48 102.64' 100.00' 5804836" N 66053'12"E 98.20' 28 �,�� F --, co
C49 125.22' 122.00' 5804836" N 66053'12"E 119.80' 30 io
C50 18.12' 122.00' 8030'31" N 41044'10"E 18.10' o M U Lu
C51 46.00' 122.00' 21036'15" N 5604732"E 45.73' p - o
C52 46.00' 122.00' 21°36'15" N 7802347"E 45.73' y'�,Lhh 06 o PM ° r S 83°42 30"
C53 15.10' 122.00' 7005'36" S 87015'18"E 15.09' y �p o 0 3 ,57 E 160.50
C54 199,63' 199,35' 5702237" N 67001'10"E 191.39' ��., y�o' LL' Q) - 70.00 C57
C55 97.36' 199.35' 2705853" N 81°43'01"E 96.39' d o0 o
C56 102.28' 199.35' 2902343" N 53001'43"E 101.16' 29 °,y4�h ui N 83042'30' -
C57 11.01' 122.00' 5010'23" N 8601741"W 11.01' 1 ht` 31 0 o W 171.50
C58 2.94' 130.00' 101737" S 0004952"W 2.94' �� �� c0
° 0 51 52
C59 5.95' 130.00' 203714" S 360I0'18"W 5.95' �,�1 Ln I z 53
C60 3.28' 20.00' 902322" N 3204713"E 3.27'
C61 11.04' 78.00' 800626" N 03025'19"W 11.03' '
C62 11.01' 1178.00' 303235" N 62035'40"W 11.01' S 89°17'17"W
C63 11.01' 1178.00' 303235" N 50031'18"E 11.01, �S 10.00, SEE
DETAIL"F"
1��jg SEE SEE
DETAIL"D" DETAIL"E"
LINE TABLE
LINE BEARING DISTANCE
LI N 2404429"W 40.05'
L2 N 8304230"W 4.71'
L3 N 13037'04"W 89.91'
L4 N 41°14'59"W 44.00'
L5 N 48014'17"E 26.74'
L6 N 41°4543"W 29.75'
L7 N 41°14'59"W 40.00'
L8 N 41°14'59"W 40.00'
L9 N 0403559"E 40.00'
L10 N 0403559"E 40.00'
Lll N 2900022"E 40.00'
L12 N 29006'55"E 40.00'
L13 S 81031'02"E 59.76'
L14 S 64044'50"E 72.73'
L15 S 1804746"W 77.30'
L16 N 0011'04"E 63.06'
L1 N 6803622"E . ' a 11574 ,
L18 N 37 28 27
'S4"E 27.7777'
t%2-12-0/2- '
00. 9?�OF l�
OFF BE NG1'�'
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
T FAX (208) 398-8105
Lend 5urveyinq, LLC
WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 4 212020 CP JB 19338 19338-FP
MOVADO SUBDIVISION NO. 8 BOOK , PAGE
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS
DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT.
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER
FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND THAT THE CITY OF
MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C.
50-1334)
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE ACKNOWLEDGMENT
SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED
HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. STATE OF IDAHO
SS
THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO THE PUBLIC. COUNTY OF ADA J
A PARCEL OF LAND LOCATED IN THE E112 OF SECTION 21, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA
COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS, ON THIS DAY OF , 2020, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND FOR SAID STATE, PERSONALLY APPEARED WILLIAM D. EVANS, KNOWN OR IDENTIFIED TO ME TO
COMMENCING AT A BRASS CAP MARKING THE N1/4 CORNER OF SAID SECTION 21; BE THE MANAGER OF EVANS DEVELOPMENT, INC., THAT EXECUTED THE INSTRUMENT ON BEHALF OF
SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME.
THENCE SOUTH 0011'04"WEST, COINCIDENT WITH THE WESTERLY LINE OF THE NE114 OF SAID SECTION 21,
A DISTANCE OF 2039.72'FEET; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS
CERTIFICATE FIRST ABOVE WRITTEN.
THENCE LEAVING SAID WESTERLY LINE OF THE NEI/4 OF SECTION 21, SOUTH 89-48,56"EAST, 1668.01 FEET
TO THE POINT OF BEGINNING;
THENCE NORTH 2404429" WEST, 40.05 FEET TO THE CENTERLINE OF EIGHT MILE CREEK, AND THE BEGINNING
OF ANON-TANGENT CURVE;
NOTARY PUBLIC FOR IDAHO
THENCE ALONG SAID CENTERLINE OF EIGHT MILE CREEK THE FOLLOWING(7) COURSES AND DISTANCES: RESIDING AT
42.94 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, WITH A CENTRAL ANGLE OF 13°1754", A RADIUS MY COMMISSION EXPIRES
OF 185.00 FEET, SUBTENDED BY A CHORD BEARING NORTH 55023,58"EAST, 42.84 FEET;
NORTH 48045'01"EAST, 202.35 FEET AND THE BEGINNING OF A TANGENT CURVE;
100.03 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT, WITH A CENTRAL ANGLE OF 45°50'48", A
RADIUS OF 125.00 FEET, SUBTENDED BY A CHORD BEARING NORTH 71°40'30"EAST, 97.38 FEET;
SOUTH 85024'01"EAST, 171.21 FEET AND THE BEGINNING OF TANGENT CURVE;
53.25 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT, WITH A CENTRAL ANGEL OF 24-2423", A RADIUS
OF 125.00 FEET, SUBTENDED BY A CHORD BEARING SOUTH 73011'50"EAST, 52.84 FEET; CERTIFICATE OF SURVEYOR:
SOUTH 6005938"EAST, 85.77 FEET, I, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY
SOUTH 60°4633"EAST, 293.13 FEET; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS
DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND
THENCE LEAVING SAID CENTERLINE OF EIGHT MILE CREEK, NORTH 0037,54"EAST, 149.01 FEET TO THE ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF
SOUTHERLY RIGHT OF WAY OF THE RIDENBAUGH CANAL; IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE
55-1601 THROUGH 55-1612.
THENCE SOUTH 54006'57"EAST, COINCIDENT WITH SAID SOUTHERLY RIGHT OF WAY OF THE RIDENBAUGH
CANAL, 159.19 FEET TO A POINT ON THE WEST RIGHT OF WAY OF S. CLOVERDALE ROAD;
THENCE SOUTH 003754" WEST, COINCIDENT WITH SAID WESTERLY RIGHT OF WAY OF S. CLOVERDALE ROAD LLL
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718.21 FEET TO THE SOUTH LINE OF THE NEI/4 OF SAID SECTION 21; �
THENCE NORTH 89008'00" WEST, COINCIDENT WITH SAID SOUTHERLY LINE OF THE NEI/4 OF SECTION 21, A JEFF BEAGLEY, P.L.S. 11574 115'74 c,
DISTANCE OF 161.88 FEET TO THE CENTERLINE OF SAID RIDENBAUGH CANAL; 212.0/20 0
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THENCE ALONG SAID CENTERLINE THE FOLLOWING(3) COURSE AND DISTANCES: OF
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SOUTH 39051'57" WEST, 253.25 FEET,
SOUTH 65°04'09" WEST, 100.00 FEET;
NORTH 84003'21" WEST, 432.36 FEET;
THENCE LEAVING SAID CENTERLINE OF THE RIDENBAUGH CANAL, NORTH 601730"EAST, 207.03 FEET,
THENCE NORTH 83042'30" WEST, 4.71 FEET;
THENCE NORTH 0011'04"EAST, PARALLEL WITH THE WESTERLY LINE OF SAID NE1/4 OF SAID SECTION 21, A
DISTANCE OF 407.14 FEET;
THENCE NORTH 1303704" WEST, 89.91 FEET TO THE BEGINNING OF NON-TANGENT CURVE;
THENCE 13.78 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, WITH A CENTRAL ANGLE OF 202706", A
RADIUS OF 322.00 FEET, SUBTENDED BY A CHORD BEARING NORTH 49°58'34"EAST, 13.78 FEET;
THENCE NORTH 41°14'59" WEST, 44.00 FEET; 2030 S. WASHINGTON AVE.
THENCE NORTH 3603239" WEST, 121.97 FEET TO THE POINT OF BEGINNING. EMMETT, ID 83617
THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 18.61 ACRES MORE OR LESS. Aov
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FAX (208) 398-8105
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EVANS DEVELOPMENT, INC. J
WWW.SAWTOOTHLS.COM
WILLIAM D. EVANS, MANAGER SHEET. DATE: DRAWN BY: CHECKED BY: �JOB#: DWG#:
3 OF 4 2/2020 CP JB 19338 19338-FP