CC - Plat MOVADO SUBDIVISION NO. 7 BOOK -, PAGE
LOCATED IN THE NE114 OF SECTION 21,
T. 3 N., R. 1 E.1 B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
N114 CORNER 2020
SECTION 21
CP&F 108008840 BASIS OF BEARING
E. OVERLAND RD. S 89013'35"E 2676.87' CP&F 105155109 16 15
-------- ------------------------ ------- 01 PLAT NOTES
LN
1.EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
21 122
HEREBY RESERVED ALONG THE FOLLOWING:
0 TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS
DEPICTED
Ui i 0 TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS
& T
DEPICTED
HREE(3' FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT
C4§j. FOR WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED
di A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED ALONG
THE FOLLOWING:
0 TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
co
MOVADO GREENS SUBDIVISION NO. 1 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,WHICH
PG. 1141 BK. 17017 STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE
UNPLATTED CLOVERDALE WEST SUBDIVISION OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE
PLS 14221 PG. 39, BK. 3260 SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
S 89('13'17"E 531,08' POB S 89013'l 7"E 288.691 ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT
BEGAN OR WAS CONSTRUCTED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN
= N=� + BLOCK 11 It A
uj ----------I NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
lzvl�s6 ' No 2 3
OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF
c l
o,jp,00 PC 4 5 6 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
ItA
SURVEYORS NARRATIVE SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIV7SION.
•
i
----------
tj 14.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIV[SION SHALL BE IN
PLS14221 AV - - - - - - - - - -bI US 89013'17"E 703.00' PLS 14221 W C5
;bT;P- I THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
1 7
----------i
ca ---------------------- m THE OWNERS TO CREATE RESIDENTIAL LOTS. THIS SUBDIVISION
IS ADJACENT TO S. MOVADO WAY ON THE EAST SIDE. 5. THE VILLAGE AT MOVADO ASSOCIATION,INC.("ASSOCATION")SHALL NOT DISSOLVE WITHOUT THE
j 41 �� •O \ `
8 It
It
-- CONSENT OF THE CITY OF MERIDIAN.
----------- -------
THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM
AN APPROVED PRELIMINARY PLAT
9 4�, AND THE MONUMENTS SHOWN 6. LOTS 1,7,28,69 AND 70,BLOCK 11,LOTS 1 AND 13,BLOCK 12,AND LOTS I AND 10,BLOCK13,
,
ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY
HEREON HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS
2 It % THE ASSOCIATION.
1 10 It AND RECORD OF SURVEYS. THE RIGHT OF WAY FOR S. MOVADO
-------------- \28
I i, WAY WAS PREVIOUSLY DEDICATED TO ACHD. 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.2019-
LEGEND I 3
8.IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT,IN
► \ --' " \ �� COMPLIANCE WITH IDAHO CODE 31-3805(1)(b).LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO
PROPERTY BOUNDARY LINE
% 12 IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT PER
. . . . . . . 4 % " \ % RECORDED AGREEMENT INST.NO.2019-
EXISTING DEED OR LOT LINE CRAWFORD PLACE SUBDIVISION
13 PG. 79, BK. 8411
CENTERLINE 9.MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
5 THE LOT OWNER,UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.
SECTIONAL LINE 14 %i'°` \ ` \,Qf
6 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES
LOT LINE ELEVATION.
15 ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER
---- EASEMENT MOVADO SUBDIVISION NO
-------------- . 2
- — Ltz
\, W", 11. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.2019-
PG. 112, BK. 16383 7 16
------------
CANAL CENTERLINE 12.A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER
17
8 ASSOCIATION UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED
ACHD DRAINAGE EASEMENT
FZ7 7 8 BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE
MAY DEEM NECESSARY OR
_ZA PER INST.NO. A N
EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION
9 • 19 CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY
ASSOCIATION
0 0
?. ZERO LOT LINE 28
11p 1 20 % % %. r\ DOCUMENTS,OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOC
FOUND 518-REBAR AS NOTED lom 4
•
P @ 10
21,,,,, EASEMENT INCLUDES, WITHOUT LIMITATION,RIGHTS TO INSTALL,OPERATE,MAINTAIN,REPAIR AND
X IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS.THIS
REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES.
0
% FOUND ALUMINUM CAP MONUMENT
2112
FOUND BRASS CAP MONUMENT ° �• \�, '% ®® \
13. THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS,
12 23
FOUND BRASS PLUG e BLOCK 12 X CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC.,PER INSTRUMENT NO.
2 2017-121068 AND ANY SUBSEQUENT AMENDMENTS.
SET 518"REBAR/C4P
14 \ ,, „ 1J
14.A PORT[ON OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 H,
0 SET 112"REBARICAP REVISED TO REFLECT A LOMR.
26
A. CALCULATED POINT 15. THIS PLAT IS SUBJECT TO NAMPA&MERIDIAN IRRIGATION DISTRICT,LICENSE AGREEMENT INST.
'AA\ 16 NO.2017-096129.
POB POINT OF BEGINNING / \ <' !o�1"
17
16.DIRECT ACCESS TO S.MOVADO WAY FROM ANY LOT WITHIN THIS SUBDIVISION IS PROHIBITED,
LOT NUMBER
8 9 UNLESS SPECIFICALLY APPROVED BY ACHD.
I Z LOT 7,BLOCK 1 CONTAINS A SEWER EASEMENT IN FAVOR OF THE CITY OF MERIDIAN.THIS
19 8 SUBDIVISION IS SUBJECT TO SANITARY SEWER AND WATER EASEMENT INSTURMENT NO.
20 ;`` 7 2021JAQ� -
21 6 17. A POR77ON OF LOT 1,BLOCK 12,AND LOT 10,BLOCK 13,ARE SERVIENT TO AND CONTAIN THE
L3 BL 1113 ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED
5
MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS
/ ;% � o° 3 INSTRUMENT NO.2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS
/ /,�time® ,%��?, � • Cir
?771 4 REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE
RpZ� STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO
MOVADO SUBDIVISION NO. 5 -zoik�� 3 CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER
DRAINAGE SYSTEM.
PG. 17705, BK. 117 Z 2 C
11 III ) UNPLA TTED
BLOCK 11 Ij, 1 18. THIS SUBDIVISION SHALL BE SUBJECT TO ACHD SIDEWALK fASEMENT PER INST.NO.
69 68
10 70 1 68 Il 67 fill 2021-
i 1 1 1 1 66 it ' IZ 1 1
I I I I
1 1111,6651711 JCA I I I SCALE
it 1 11,11 1"1164 1 Al 41/ 100 0 50 100 200 19.LOTS 2 THROUGH 6,BLOCK 11 SHALL TAKE ACCESS FROM LOT 7,BLOCK 11.THIS IS A COMMON
/f 1$ 1 1, 6311
/1------ t------i I I I Al
I W, DRIVEWAY FOR THE PURPOSE OF A PERMANENT INGRESS/EGRESS EASEMENT,AND SHALL CONTAIN
62
tki N I BLANKET TYPE WATER SEWER AND UTILITY EASEMENTS ALL COMMON DRIVEWAYS/LOTS SHALL BE
0),y
N* -3D AND BE PAVED A MINIMUM OF 20 FEET WIDE
71 61 A CONSTRUCTED IN ACCORDANCE WITH UDC1 1-6C
(FEET) WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS.COMMON DRIVEWAYS/LOTS SHLL BE OWNED
0 wc 20.27' 60 C7 1 I NCH= 100 FT
RM 109.40' A AND MAINTAINED BY MOVADO COMMUNITYASSOC14TION INC.
0--*, V
20.21' ;0_01"f 3411 vv RM
577033 EIGHT MILE CREEK
5.o 41 2030 S. WASHINGTON AVE.
MOVADO SUBDIVISION NO. 3 s EMMETT, ID 83617
PG. 112, BK. 16387 44444- (208) 398-8104
LINE TABLE CURVE TABLE
FAX (208) 398-8105
LINE BEARING DISTANCE CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH 2
Ll S 27006'57"E 100.00' ci 166.58' 47043'16" 200.00' N 7803447"W 161,81'
L2 N 43058'30"W 18.49' C2 122.66' 3204234" 214.86' N 8404957"W 121.00'
L3 S 81014'14"E 30.281 C3 113.70' 23006'01 282.00' N 42012'45"E 112.93'
L4 N 0701756"E 31.18' C4 414.32' 74039'00" 318.00' N 11029'08"E 385.63' ��C WWW.SAWTOOTHLS.COM
C114 CORNER 15 4504644"E 28.28' C5 1130.99' 2603647" 282,00' N 12031'58"W 129.81'
T6_ 44013'35"W 28.29'
SECTION 21 SHEET- DATE: DRAWN BY., CHECKED BY: i #: D
CP&F 2018-107365 1 OF 1212019 WFJ cp 19291 19291-FP
BOOK , PAGE
MOVADO SUBDIVISION NO. 7
N114 CORNER
SECTION 21
CP&F 108008840 BASIS OF BEARING
E. OVERLAND RD. S 89013'35"E 2676,87'
--- --- --- --_ --- --- --- --- --- --- --- --- --- --- -----��---- --- --- --- --- --- --- --- --- --- --- - - CP&F 105155109 16 15
21 22
Lu
C�
Qt
O
+ MOVADO GREENS SUBDIVISION w
PG. 114, BK. 17017 UNPLATTED CLOVERDALE WEST SUBDIVISION
PG. 39, BK. 3260 ,,
TPLS 1422o S 89°13'17"E 53i.0$` POB S 89°13`17"E 288.69' U+
ca 44.35` 42.50' 40.00' 46.00' 40.00' 48.06' 2Z78' •
+ ® ------- -------
r------- i r------- ------
BLOCK 11 ; +I LEGEND CURVE TABLE
I W+ +� I �dnl I �I I i 1 i •s®®-e� PROPERTY BOUNDARY LINE CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
WI I Ql di ai I d , W 1 . . _ . . � . . _ . . _ . . r ° , « r ° ! « ,
N rn i rn i o ! EXISTING DEED OR LOT LINE C5 130.99 26 36 47 282.00 N 12 3�58 W 129.81
I 1 ; 2 �I I psi l , p J p rJ ,
M 3 ` I I 4 - I I 5 - 6 1 C6 142.43 81 36 22 100.00 S 48 25 06 E 130.69
m / i - - - CENTERLINE C7 301.43' 36021`35" 475.00` S 2504742"E 296.40'
o Z o° I `° `°I I `o°I I `o° � / ' C12 244.57 40 0212 350.00 S 23 5724 E 239.62
a I o OI I d'I I 'n' --- SECTIONAL LINE o « o «
--- C13 286.52' 36°21'35" 451.50' S 2504742"E 281.74'
+ 18' 18' Ln �I C14 175.90' 81°3622" 123.50' N 48025'06"W 161.41'� �I I I � � W '• '" I I I I I i LOT LINE C15 21.47' 30 30 r 5$« 350.00' S 05 O 41r48«E 21.47'
' r p ! « r O + �! !
I C16 30.44 4 59 00 350.00 S 09 56 46 E 30.43
I I I i t 1
L`---___ __ 40.001 L`---"-`I L`""`- ----61.b3' 1� i o ° ,
14221 • ``ti C18 31.28' So07r17" 350.00' S 20 05 48"E 31.27'
PLS 14223 W - N 89*13'17"W ' ° C19 31.11 S 0532 350.00 S 25 1213E 31.10 o C� N 89°23'17"W 212.92' I tv ' -------------------- CANAL CENTERLINE
3 i w i�" N ' C20 31.30' 5007'24" 350.00' S 30018`41"E 31.29'
I d -
o N S 89°13'17"E i 7 � o ACHD DRAINAGE EASEMENT ! o r, O ! ,r ,
o - _____ a v, tv C21 31.16 5 06 01 350.00 S 35 25 23 E 31.14
°�o --- _ -{•�-_ _ ---- SEE NOTE 17 SHEET 1 - - �, 1 = �!�����L�/1/1 !� - p « r ° r r
d d' 0 41.55' ``'�� �.: 1 m ', PER INST.NO. C22 31.67 5 1101 350.00 S 40 33 54 E 31.65
C` N 89 1317 W 139.87 _ r o , « r o ! « r
• p d �-"" ��-'%'`-`-`j---- -� 1 _ C23 5.00 0 49 05 451.50 N 43 33 57 W 5.00
N L22 'rst `� I I m N r p r « r p r « r
I mo' `N S 89°13'17"E \ �'„� \ 1 w .A. ZERO LOT LINE C24 39.56 5 0112 451.50 N 10 0730 W 39.54
•� • ° �� .� i�' 1°1 tv C25 40.26' 5006'31" 451.50` N 15011'22"W 40.24'
ti �� L7 7 1` `o \\ 8 I h° 1 Q FOUND 5/8 REBAR AS NOTED C26 40.40' 500734" 451.50' N 20018'25"W 40.38'
� o L____ i �`° + C27 40.22' 5°06'13" 451.50' N 25°25'18"W 40.20'
LINE TABLE ( • C�� ��� \ ________________T-' } 1 FOUND ALUMINUM CAP MONUMENT C28 40.41` 5°07'40" 451.50' N 30032'15"W 40.39'
LINE BEARING DISTANCE Q I \ N 89°13'17"W 111.7T 7�7 ' C29 40.27' 5006'36" 451.50' N 3503923"W 40.25'
LI S 27006'57"E 100.00' I >.. ° �2� 43.34' \\ ® ' C30 39.93 5 04 02 451.50 N 40 44 42 W 39.92
8.75 '-' ' FOUND BRASS CAP MONUMENT t p r « t O r n r
L5 N 45°4644"E 28.28' 'R %n 58.01' �', rn , C31 48.21' 22022'05" 123.50' N 1804757"W 4Z91'
+ L6 N 44013'35"W 28.29' S W __ ____° ;---\ �r 9 < to 1 1 Z ti 0 FOUND BRASS PLUG r o " o ' «
L7 N 04012'51"W 27.35' ( �' r-_ v 101.35 \ _ C32 46.89 21 4514 123.50 N 40 5i 37 W 46.61
O N$5 47 09 E \ ` _ - ; D , C33 80.80' 37029'03" 123.50' N 70028`45"W 79.36'
L8 S 04°12`51"E 30.68` p I 1 i \w i _ _---- -� C ® SET 518"REBAR/CAP o « r o ! « r
Q W I \ - - r 100.00 1 ' C34 108.96 81 36 22 76.50 N 48 25 06 W 99.98
L21 S 0004643"W 1.50` I �, I o0617 W _ C35 316,35' 36021`35" 498.50' S 2504742"E 311.06'
L22 N 0004643"E 1.50' O 2 • "-S 82 , SET 112 REBAR/CAP C36 425.36 40 03 04 608.50 S 23 56 57 E 4169.75
i L29 N 75010'00"IN 48.85' N �i I / , r p , « r o « !
10 � � {Z C37 5.49` 0041'47" 451.50' N 4303736"W 5.49'
I d 1 I °06'17"N/ 110.0� -� N` 28 D , A. CALCULATED POINT C38 74.66' 55054`55" 76.50' S 61°15'49"E 71.73'
o ___-- __ I-,
C39 34.30 25 4125 76.50 S 20 2736 E 34.01
I _ i 99 gT ` ; ` POB POINT OF BEGINNING C40 10.42' 1°1151" 498.50' S 08012'50"E 10.42'
52 � 1 • `, 1 LOT NUMBER C41 38.01 40 2 07 498.50 S IOo 9 49 E 38.00
3 C42 38.01' 4 22 07�r 498.50' S 15 2156�r E 38.00'
• n i 11 ,.- �, C43 38.01' 4022'07" 498.50' IS 19044'04"E 38.00'
N U' cl\ --'� \ ® ` C44 38.01' 4022'07" 498.50' S 24006'11"E 38.00'
1 ° r g"W 110.01 , Un; ♦ \� C45 38.01' 4022'07" 498,50' S 28028'18"E 38.00'
S 77 40 2 \ ��?5�W \ d' \\ EXIST. 100'WIDE(50'EACH SIDE OF CENTERLINE) C46 38.01, 4022'07" 498.50' S 32050'25"E 38.00'
03g RIDENBAUGH CANAL OPERATION AND MAINTENANCE
C47 38.01' 4022'07" 498.50' S 37012`32"E 38.00'
"' \ \ 12 �' ®�� EASEMENT C48 38.01' 4°22'07" 498.50' S 41°3439"E 38.00'
"t �1 c'\ ® \ C49 1.85' 0012'47" 498.50' S 430 '06"E 1.85'
1 i '� / I p r « f O J « r
� 1 1 OZ�-- \ .'' /'9 g3 \ ,,� \\ .� C50 1.85 r 00 0 28« 608.50� N 430 3ri5«W 1.85
039',6�, , \ v, \\ ��� ��., g \ \ CRAWFORD PLACE SUBDIVISION , ° , „ , p , « ,
0 1 \ W �' a�\ NI 9 ` C51 47.95 4 30 54 608.50 N 41 32 34 W 47.94
5 \ C52 46.09 4 20 25 608.50 N 37 06 55 W 46.08
z S?3 \ \ ' 6°25 ® PG. 79 BK. 8411 r ° J " ! 0 r r
// /,\ � \ � C53 46.48 4 22 35 608.50 N 32 45 25 W 46.47
13 /' // \ �\ ® `� C54 47.25' 4026'56" 608.50' N 28020'40"W 47.24'
S \\ \\\ / /g99� �rr'o `� ® \� C55 46.86' 4°24�46;; 608.50' N 23°054�49"W 46.851
® \ •02, \ \ �\ // % , , \� C56 46.48 402235 608.50 N 19 3i 08 W 46.47
\ 0 \ -p n \ '�3 / `� \ C57 45.71' 40I8'14" 608.50' N 15010'44"W 45.70'
\ \ 0�5' 4\N 11 \ n n �w \ '/'S6ti°�2 �4 /''/;'^` \ ® C58 46.52' 4°22'48" 608.50' N 10050'13"W 46.51'
\\ \\' \ ' \ ® C59 50.16' 404323" 608.50' N 0601707"W 50.15'
5 69 \ �, �' /'g9y `� ` C79 301.43' 36021'35" 475.00' S 2504742"E 296.40
\ \ �/ �� \ �� C80 142.43 81 36 22 100.00 N 48 25 06 W 130.69
6 6 \ ` •
MOVADO SUBDIVISION NO. 2
PG. 112, BK. 16383 \ \ �' 7 ` \\\ 'L3yo ���\\ ,/��OoD� 16
ON$s BLOCK 11,';,%S1
® r �r 55/cs o
wz \ , ti >
10 00°',�'� 'ems. � L POP%
ce
BLOCK 12 ,��,\� �P SCALE 2030 S. WASHINGTON AVE.
50 0 25 50 100 EMME7 ID 83617
sd,...,
(FEET) ®// (208) 398-8104
/ ,ice
1 INCH= 50 FT FAX (208) 398-8105
C114 CORNER /
SECTION 22 .' , / �`
CP&F 2018-107365 ��WVV.SAWTOOTHLS.C®M
SHEET: DATE: DRAWN BY: CHECKED BY: OB#: DWG#:
2 OF 5 1212019 WFJ CP 19291 19291-FP
MOVADO SUBDIVISION NO. 7 BOOK PAGE
LEGEND • CURVE TABLE LINE TABLE
PROPERTY BOUNDARY LINE
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE
EXISTING DEED OR LOT LINE Cl 166.58' 47043'16" 200.00' N 7803447"W 161.81' L2 N 43058'30"W 18.49'
C2 122.66' 3204234" 214.86' N 8404957"W 121.00' L3 S 81014'14"E 30.28'
CENTERLINE Q 113.70' 23006'01" 282.00' N 42012'45" 112.93' L4 N 0701756"E 31.18'
C4 414,321 74039'00" 318.00' N 11029'08"E 385.63' L9 N 36014'14"W 22.95' %%
------- SECTIONAL LINE C8 56.84' 32034'01" 100.00' N 60015'30"W 56.08' L10 S 36014'14"E 22.95'
C9 39.75' 2204636" 100.00' N 55021'47"W 39.49' Lll S 5304546"W 28.40' EXIST. 100'WIDE(50'EACH SIDE OF CENTERLINE)
LOT LINE Clo lZ09, 904726" 100.00' N 7103848"W 1Z07' L12 S 36014'14"E 22.95' % RIDENBAUGH CANAL OPERATION AND MAINTENANCE
Cll 39.39' 40018'16" 56.00' S 5602322"E 38.59' L13 N 76006'15"E 11.95'
' 0 % EASEMENT
12 498.50 S 43 52 06 E 1.85 L14 N 02 23 16 E 18.82
' " ' 0 ' " ' 0 ' " '
--- ---------------- EASEMENT C49 1.85 0 47
C50 1.85' 0010'28" 608.50' N 43053'15"W 1.85' L15 IS 8703644"E IZ94' CRAWFORD PLACE SUBDIVISION
CANAL CENTERLINE C60 22.86' 40018'16" 32.50' S 5602322"E 22.39' L16 S 48045'01"W 13.19' >
I szol
C61 13.69' 24008'3711 32.50 N 64028'13"W 13.59 L17 S 48045'01"W 13.19' PG. 79, BK. 8411
ACHD DRAINAGE EASEMENT C62 9.17' 16009'54" 32.50 N 44019'09"W 9.14' L18 N 02023'16"E 18.82'
7Z-
_ 'K/�,�Z-17_Z-
PER INST.NO. C63 55.92' 40018'16" 79.50' S 5602322"E 54.78' L19 N 48045'01"E 13.63' 17 %
C64 43.48' 32034'01" 76.50' N 60015'30"W 42.90' L20 N 76032'31"W 11.87' %
0 ZERO LOT LINE C65 199.89' 47043'16" 240.00' N 7803447"W 194.17' L23 S 5304546"W 1.50'
C66 92.78' 33013'34" 160.00' S 8504938"E 91.49' L24 N 5304546"E 1.501
C67 5.64' 4003'46" 79.50' S 38016'07"E 5.64' L25 S 02023q6"W 18.82'
@ FOUND 518"REBAR AS NOTED 18
C68 2Z70' 1905755" 79.50' S 6603333"E 2Z56' L26 S 48045'01"W 4.32'
I &N
FOUND ALUMINUM C4P MONUMENT C69 .25.82' 1803635" 79.50' S 67014'13"E 25.71 L27 S 5304546"W 6.53'
/ /0 / / `•oo `� \
C70 40.46' 3001814" 76.50' S 6102323"E 39.99' L28 S 76 032'31 E .2.63'
0 19 %
FOUND BRASS CAP MONUMENT C71 3.02' 2015'46" 76.50' S 45006'23"E 3.02' %q.,
%
C72 35.03' 8021'47" 240,00' N 62>4836"W 35.00' VIP,
SET 518"REBAR/C4P C73 34.18' 8009'39" 240.00' N 71004'19"W 34.16' 28
C74 34,07' 8007'57" 240.00 N 79013'08 W 34.04 O %
A 20
• SET 112"REBAR/C4P C75 34.65' 8016'22" 240.00' N 87025 %'17"W 34.62'
%M11-
C76 42.25' 10005'15" 240.00' S84052'36"W 4.7.20' 11
A CALCULATED POINT C77 9.52` 2016'24" 240.00' S 78041'46"W 9.52' /' `� `�,
-05433" 1240.00' N 5604026"W 116.37' 21 ®®
4-
C78 16.37' r3 Is
-
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1 LOT NUMBER
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I INCH= 50 FT 3 OF 5 1212019 WFJ cp 19291 19291-FP
MOVADO SU DIVISIO N . 7 BOOK , PAGE
CERTIFICATE OF OWNER: ACKNOWLEDGMENT
KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO
SS
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND THENCE NORTH 5304546"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY, 167.55 FEET TO A 5/8"REBAR/CAP COUNTY OF ADA
IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. PLS 14221;
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE CITY OF THENCE SOUTH 81°14'14"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,30.28 FEET TO A 5/8"'REBAR/CAP PLS 14221; ON THIS DAY OF ,2020, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
MERIDIAN,IDAHO MUNICIPAL WATER SYSTEM,INCORPORATED AND THAT THE CITY OF MERIDIAN,IDAHO, HAS AGREED IN STATE, PERSONALLY APPEARED JIM CONGER,KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF MOVADO
WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334) THENCE NORTH 5304546"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY, 44.00 FEET TO A 5/8"REBAR/CAP PLS 14221; DEVELOPMENT, LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED
LIABILITY COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS THENCE NORTH 7017'56"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,31.18 FEET TO A 5/8"REBAR/CAP
HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT PLS 14221 AND THE BEGINNING OF A NON-TANGENT CURVE; IN WITNESS WHEREOF,I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ABOVE WRITTEN.
THENCE 414.32 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT,AND COINCIDENT WITH SAID EASTERLY RIGHT OF
THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. WAY, WITH A CENTRAL ANGLE OF 74039'00;A RADIUS OF 318.00 FEET,SUBTENDED BY A CHORD BEARING
NORTH 11029'08"EAST,385.63 FEET TO A 5/8"REBAR/CAP PLS 14221 FEET AND THE POINT OF A REVERSE CURVATURE;
A PARCEL OF LAND LOCATED IN THE NE1/4 OF SECTION 21, T. 3 N.,R. 1 E., B.M., CITY OF MERIDIAN,ADA COUNTY,IDAHO
MORE PARTICULARLY DESCRIBED AS FOLLOWS; THENCE 130.99 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT,AND COINCIDENT WITH SAID EASTERLY RIGHT OF NOTARY PUBLIC FOR IDAHO
WAY, WITH A CENTRAL ANGLE OF 2603647;A RADIUS OF 282.00 FEET,SUBTENDED BY A CHORD BEARING
COMMENCING AT A BRASS CAP MARKING THE N1/4 CORNER OF SAID SECTION 21; NORTH 12031'58"WEST, 129.81 FEET TO A 5/8"REBAR/CAP PLS 14221; RESIDING AT
THENCE SOUTH 0011'04"WEST, COINCIDENT WITH THE WESTERLY LINE OF SAID NE1/4,A DISTANCE OF 892.93 FEET TO THENCE NORTH 004625"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY, 87.65 FEET TO A 5/8"REBAR/CAP PLS 14221; MY COMMISSION EXPIRES
A 5/8"REBAR/CAP PLS 14221 MARKING THE NORTHWEST CORNER OF MOVADO SUBDIVISIONNO.2, BOOK 16383, PAGE 112,
RECORDS OF ADA COUNTY,IDAHO; THENCE NORTH 4504644"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,28.28 FEET TO A 5/8"REBAR/CAP PLS 14221;
THENCE SOUTH 89013'17"EAST, COINCIDENT WITH THE NORTHERLY LINE OF SAID MOVADO SUBDIVISION NO. 2,A DISTANCE THENCE NORTH 004643"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,44.00 FEET TO A 5/8"REBAR/C4P PLS 14221;
OF 703.00 FEET TO A 5/8"REBAR PLS/CAP 14221;
THENCE NORTH 44013'35"WEST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,28.29 FEET TO A 5/8"REBAR/CAP
THENCE NORTH 0011'04"EAST, COINCIDENT WITH THE WESTERLY LINE OF SAID MOVADO SUBDIVISION NO. 2,A DISTANCE PLS 14221;
OF 98.74 FEET TO A 5/8"REBAR/CAP PLS 14221;
THENCE NORTH 004625"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,80.00 FEET TO THE POINT OF BEGINNING.
THENCE SOUTH 89013'17-EAST, COINCIDENT WITH SAID NORTHERLY LINE OF SAID MOVADO SUBDIVISION NO. 2, A DISTANCE
OF 531.08 FEET TO A 5/8"REBAR/CAP PLS 14221 AND THE POINT OF BEGINNING; THE ABOVE DESCRIBED PARCEL CONTAINS 10.666 ACRES MORE OR LESS.
THENCE CONTINUING SOUTH 89013'17"EAST,288.69 FEET TO A 5/8"REBAR/CAP PLS 14221 ON THE WEST BOUNDARY OF
CLOVERDALE WEST SUBDIVISION,IN BOOK 3260,PAGE 39 RECORDS OF ADA COUNTY IDAHO;
THENCE SOUTH 7022'02"EAST, COINCIDENT WITH THE EAST LINE OF SAID CLOVERDALE WEST SUBDIVISION AND THE EAST
LINE OF CRAWFORD PLACE SUBDIVISION, BOOK 8411, PAGE 79 RECORDS OF ADA COUNTY,IDAHO,242.14 FEET TO
A 5/8"REBAR/CAP PLS 14221;
THENCE SOUTH 27006'57"EAST, COINCIDENT WITH SAID CRAWFORD PLACE SUBDIVISION, 100.00 FEET TO A 5/8"REBAR/CAP
PLS 14221;
THENCE SOUTH 45021'57"EAST,COINCIDENT WITH SAID CRAWFORD PLACE SUBDIVISION,395.19 FEET TO A 5/8"REBAR/CAP
PLS 14221; CERTIFICATE OF SURVEYOR:
THENCE SOUTH 4600170"WEST, 189.24 FEET TO A 5/8"REBAR/CAP PLS 14221; 1, CARL PORTER, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY
THENCE NORTH 43058'30"WEST, 18.49 FEET TO A 5/8"REBAR/CAP PLS 14221; 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 ACCURATELY
THENCE SOUTH 48045'01"WEST,334.38 FEET TO A 5/8"REBAR/CAP PLS 14221; REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
RELATING TO PLATS,SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601
THENCE SOUTH 45041'31"WEST, 47.00 FEET TO A 5/8"REBAR/CAP PLS 14221; THROUGH 55-1612.
THENCE SOUTH 46001'30"WEST, 164.61 FEET TO THE CENTERLINE OF EIGHT MILE CREEK, WITNESSED BY A 5/8"REBAR/CAP
PLS 14221 WHICH BEARS NORTH 46001'30"EAST,20.36 FEET;
THENCE NORTH 54043'09"WEST, COINCIDENT WITH SAID CENTERLINE OF EIGHT MILE CREEK, 78.81 FEET TO A 5/8"REBAR/CAP
PLS 14221, REFERENCED BY A 5/8"REBAR/CAP PLS 14221 BEARING NORTH 35016'51"EAST,20.00 FEET,AND THE BEGINNING
OF A TANGENT CURVE; o
THENCE 166.58 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT AND COINCIDENT WITH SAID CENTERLINE OF EIGHT MILE CARL PORTER 2 1 P.L.S.14221
CREEK, WITH A CENTRAL ANGLE OF 47°43`16",A RADIUS OF 200.00 FEET,SUBTENDED BY A CHORD BEARINGlz
NORTH 7803447"WEST, 161.81 FEET REFERENCED BY A 5/8"REBAR/CAP PLS14221, BERAING NORTH 1202626"WEST,20.00 FEET;
POR`��g
THENCE SOUTH 7703334"WEST, COINCIDENT WITH SAID EIGHT MILE CREEK, 109.40 FEET,REFERENCED BY A 5/8"REBAR/CAP
PLS 14221 BEARING NORTH 1202626"WEST,20.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE;
THENCE 122.66 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT,AND COINCIDENT WITH SAID CENTERLINE OF EIGHT
MILE CREEK, WITH A CENTRAL ANGLE OF 3204234-A RADIUS OF 214.86 FEET,SUBTENDED BY A CHORD BEARING
NORTH 8404957"WEST, 121.00 FEET ON THE EASTERLY RIGHT OF WAY OF S. MOVADO WAY, WITNESSED BY A 5/8"REBAR/CAP
PLS 14221 BEARING NORTH 3003945"EAST,20.21 FEET;
THENCE NORTH 3003945"EAST, COINCIDENT WITH SAID EASTERLY RIGHT OF WAY,46.81 FEET TO A 5/8"REBAR/CAP
PLS 14221 AND THE BEGINNING OF A TANGENT CURVE;
THENCE 113.70 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT,AND COINCIDENT WITH SAID EASTERLY RIGHT OF
WAY, WITH A CENTRAL ANGLE OF 23006'01",A RADIUS OF 282.00 FEET,SUBTENDED BY A CHORD BEARING
NORTH 42012'45"EAST, 112.93 FEET TO A 5/8"REBAR/CAP PLS 14221; 2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
FAX (208) 398-8105
MOVADO DEVELOPMENT, LLC
JIM CONGER, MEMBER
WWW.SAWTOOTHLS.COM
y
SHEET: DATE: DRAWN BY. CHECKED BY., JOB#: DWG#:
4 OF 5 1212019 WFJ CP 19291 19291-FP
MOVADO SUBDIVISION NO. 7 BOOK-, PAGE
APPROVAL OF CITY COUNCIL
HEALTH CERTIFICATE
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNT); IDAHO, DO HEREBY CERTIFY THAT
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2020 THIS PLAT WAS DULY
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE ACCEPTED AND APPROVED.
CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
CITY CLERK DATE
DISTRICT HEALTH DEPARTMENT, EHS DATE
CERTIFICATE OF COUNTY SURVEYOR
I. THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
COUNTY SURVEYOR DATE
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT
COMMISSIONERS ON THE DAY OF , 2020.
PRESIDENT,ADA COUNTY HIGHWAY DISTRICT DATE
CERTIFICATE OF 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 PROPERTY TAXES FOR THE PROPERTY
INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL"THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY
(30) DAYS ONLY.
COUNTY TREASURER DATE
COUNTY RECORDERS CERTIFICATE
APPROVAL OF CITY ENGINEER
STATE OF IDAHO
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY,IDAHO, DO HEREBY I
SSAPPROVE THIS PLAT. COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC.,AT
MINUTES PAST_ O'CLOCK_M. THIS , DAY OF , 2020,A.D.,AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES , THROUGH , INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
dW/ O
OE FAX (208) 398-8105
�� Lgr��Su�veyinq, ��-C WWW.SAWTOOTHLS.COM
c`�RL POR SHEEP: DATE: DRAWN BY: CHECKED BY: OB#: DWG#:
5 OF 5 12/2019 WFJ CP 19291 19291-FP