CC - Final Plat MOVADO SUBDIVISION NO. 9 BOOK , PAGE
LOCATED IN THE NE114 OF SECTION 21,
T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2020 PLAT NOTES
E. OVERLAND RD. BASIS OF BEARING I 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
S 89 13'35"E 2676.87' W. OVERLAND RD. �_
--- --- ___ HEREBY RESERVED ALONG THE FOLLOWING:
--- --- 16 15
1 N1/4 CORNER --- --- --- --- --- --- --- ___ ___ • TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS
1 SECTION 21 DEPICTED
CP&F108008840
NORTHEAST CORNER 21 22 0 TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS
SECTION 21 1 DEPICTED
LEGEND CP&F 105155109 • THREE(3)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES YARD EXCEPT
SUBDIVISION BOUNDARY LINE O FOUND 518"REBAR/CAP PLS 14221 FOR WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED
I
EXISTING DEED OR LOT LINE O FOUND 112"REBAR/CAP PLS 14221 A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED ALONG
THE FOLLOWING:
DIMENSIONAL TIE LINE ❑ FOUND ALUMINUM CAP
• TEN(10')FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH
— — CENTERLINE 9 FOUND BRASS CAP STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE
1 OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE
LOT LINE ® FOUND BRASS PLUG j SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME IT
ZERO LOT LINE SET 518"REBAR/CAP PLS 11574 BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A
NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
1 SECTIONAL LINE • SET 112"REBAR/CAP PLS 11574 1 OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
I I
CALCULATED POINT 1 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
WC WITNESS CORNER SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
1 LOT NUMBER 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
RM REFERENCE MONUMENT
I 1 COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
I I
1 5. THE MOVADO GREENS ASSOCIATION,INC. ("ASSOCIATION')SHALL NOT DISSOLVE WITHOUT THE
CONSENT OF THE CITY OF MERIDIAN.
6. LOTS 29,42, 43,AND 59,BLOCK 11,AND LOTS 11 AND 20,BLOCK 13, ARE RESERVED AS COMMON
° S AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE ASSOCIATION.
5slo I
7.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
<C` IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT.
°0S�10 �s� ^ 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
�� / ♦'81 1
31 � ^ THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.
° , o 32 • 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE
° 33 ♦`j�L�, THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
1
34 �� 10.A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND THE HOMEOWNER
ASSOCIATION UPON,ACROSS, OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED
Ln� 12 35 ♦ C BY AN OCCUPIED STRUCTURE.SAID GRANTOR OR HOMEOWNER ASSOCIATION MAY USE THE
w 13 • 36 `�� EASEMENT AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR
♦L CONVENIENT TO PERFORM ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY
o j Oti 14 y�t> 37 ♦ DOCUMENTS, OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION
CRAWFORD PLACE SUBDIVISION I IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY DOCUMENTS. THIS
o �� 15 38 SRO BK. 79, PG. 8411 EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO INSTALL,OPERATE, MAINTAIN, REPAIR AND
z MOVADO SUBDIVISION NO. 7 1
39 REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL BOXES AND RELATED EQUIPMENT AND FACILITIES.
PG. ---- BK. -------- 16
17 LOCK 13 y5�' ' 40 41 29 ;p� W
11. THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS,
1 �-7 CONDITIONS AND RESTRICTIONS FOR MOVADO COMMUNITY ASSOCIATION,INC.,PER INSTRUMENT NO.
45 ♦
IS 46 2 9` I q 2017-121068 AND ANY SUBSEQUENT AMENDMENTS.
a ° y 19 47 4 BLOCK 11
� ♦ W 12.A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 H,
1 • ♦ REVISED TO REFLECT A LOMR.
1 ,y o s� 20 � 48 RM RM• 1 �
�( d\p•A? 59 • ♦ j U 13. THIS PLAT IS SUBJECT TO NAMPA&MERIDIAN IRRIGATION DISTRICT, LICENSE AGREEMENT INST.
— 49 • �% _ _ pM ♦ NO. 2017-096129.
• � C2 0 �
58 •p 50 N 85°24'01° W 171.21 C.� 43 \♦ ^ 14. A PORTION OF LOT 11,BLOCK 13,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER
1 �po0� 57 51 EIGHT MILE CREEK 4/6Oo ♦ Qi>j ♦ DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM
1 pc s , POB 1 WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. 2015 103256,
°GL 56 52 O,L�� �S jj`' � 44 • _ 1 N ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL
53 (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE
�♦ 55 54 ..Vv ♦ Sy° DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR
MOVADO SUBDIVISION N0. 3 go
S / ♦ o O , THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
♦ •Q� N d 6s�,
PG. 112, BK. 16387 v''9` • /oDc�
j /��♦ RM BLOCK 11 15. LOT 42, BLOCK 11 IS AN ACCESS EASEMENT INST. NO. XXXXX FOR LOTS 39 41,BLOCK 11.
S a UNPLATTED �9� 16. LOT 44 BLOCK 11 IS A COMMON LOT IN FAVOR OF THE NAMPA MERIDIAN IRRIGATION DISTRICT.
�99 � GI,C •
C3
SURVEYORS NARRATIVE
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MOVADO SUBDIVISION NO. 6 1 THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE
PG. 117, BK. 17780 OWNERS TO CREATE RESIDENTIAL LOTS.
I
I
1 THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM AN
1 APPROVED PRELIMINARY PLAT,AND THE MONUMENTS SHOWN HEREON
j HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS AND RECORD OF
SURVEYS.
I
I
1 LINE TABLE 1
LINE BEARING I DISTANCE ; REFERENCES
Ll N 45°4131"E 47.00'
L2 S 43°58'30"E 18.49' RI)MOVADO SUBDIVISION NO. 3, BOOK 112 OF PLATS,PAGE 16387,ADA COUNTY RECORDS
I
R2)MOVADO SUBDIVISION NO. 6, BOOK 117 OF PLATS,PAGE 17780,ADA COUNTY RECORDS
R3)CRAWFORD PLACE SUBDIVISION,BOOK 79 OF PLATS,PAGE 8411,ADA COUNTY RECORDS
1 R4)MOVADO SUBDIVISION NO. 7, BOOK XX OF PLATS,PAGE XX
I
CURVE TABLE a, 115 4 �,
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH R'
Cl 53.25' 24024'23" 125.00' N 73011'50"W 52.84' df!/16/20 j 2030 S. WASHINGTON AVE.
SCALE C2 100.03' 45050'58" 125.00' IS 71040'30"W 97.38' ��/q BF
100 0 50 100 200 C3 247.11' 76031'50" 185.00' S 87000'56"W 229.14' F EMMETT, ID 83617
(FEET) BEAD
I F y
(208) 398-8104
1 INCH= 100 FT FAX (208) 398-8105
I
j C1/4 CORNER l
CP&FSECTI20N 21107365 E1/4 CORNER ��f70 �u�l�eyi/�y i WWW.SAWTOOTHLS.COM
-- --- ---
___ SECTION 21122
--- ___ CP&F 114011299 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
9008'03"W 2656.14' --- --- ---
1 OF 4 912020 WFJ JB 19428 19428-FP
MOVADO SUBDIVISION NO. 9 BOOK , PAGE
LEGEND A
SUBDIVISION BOUNDARY LINE o
EXISTING DEED OR LOT LINE \� 16 15
\DIMENSIONAL TIE LINE �so
��♦� \�1, 21 22
'L ♦' \� \ s
- - CENTERLINE ,�Qc
LOT LINE 3� ♦�'Qp OQi�i^�''c� sd, % i
30 �cP
'
ZERO LOT LINEQ`
SECTIONAL LINE / \ 6o0tiy,�yQ1 31 v/pi�i�i \`�O' �9, \♦
--------------- PUBLIC UTILTIY,IRRIGATION&DRAINAGE EASEMENT ° �h0 ?00`5��,ti0` �p ,'� 00,�^�� •
32 y0pi�i� \o0 29�\
O FOUND 518"REBAR/CAP PLS 14221
FOUND 112"REBAR/CAP PLS 14221 /♦QO i 'G\ �9" F'° \� <\ 00���i� 33
O No
SET 5/8"REBAR/CAP PLS 11574 1 06
• SET 1/2"REBAR/CAP PLS 11574 QO�, Q00,',' 34 �> \\
CALCULATED POINT �' 1� J 12 ro\\ 9 F F1 0p`,`'�'
°pi/ ' 35
POB POINT OF BEGINNING g 'G\\\ 9" o�j `' • 0po .0
♦ 00�/� ' yip i� olio'
13 1 i F i o0, i 36 , i >
1 LOT NUMBER 3 tom` \ 0000
3 /0 , s\ \ •o � gyp' p \ cj i i ,.,�0 i i i , IFS (r i
00�i�i'
STORM DRAIN EASEMENT .0� 3 i S'to 14 �o`\ �, L5 2 o-`/ '10_ p,6,',' 37 ,',1Qy' �> `\ 4
111
INST. N0. oDc� < ly o\ \ i 0 i 5i i i i i i g \
i�
Ocd
38
15 r00
0 ��30 \ C / 0 39
�/3 210 16 \\\\ '` Ri phi 3�4 \\ ♦� n\ D ��00,0 ,',� i� '0.����6 \�.S ,
CKI \ \ 1 0 • �C1 ,t� , ,600 40BLO30, 6
, o
17 i > 0 t�1��J�S �� \\\v �o \ s� \� t° 3`0 '�,'�� ,I,'�p �,' Ssr� \ 9,�i 1 0 �J Ql r J \ 6�\ i i 29 o,
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41 9' i ti 4/
45 \\ r� o
3�i/ \\\2� \\\� \\.9 � S6
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59
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o v o \ i 0 5 6 n \ \ \ \ \�' \ N6 42 g9,• sr
RQO� Di 3oSg F .
r 3 � '� 00� BLOCK II \`
�0 1� `�o GL �� 0> y 5 ' \ \lo \ \GL \ \ \ 1� 9. 2?S pb
�\ns 19 l J i ^�\ \\\1Qs 47 \\\\�1 \\`\ Cl �'IIo 6 L�j 5
hp F \\\9,, \ \9 \� ^��19 RM•
o O� \
�o �' \ ',P (9 20 \9 0"� 3 i ' \\\�� `\` `\\\ 0 G9 N 85 24'01"W 171.21' • 9'
��y�� y\2 `\ \sfl.,48 `\`rso � �� G2 o RM C \\ i
0 � 0 C Q ^<\ \\\1Qs 49 `\\its \\\\ 'O�p•(LCI\ �_ J Rtij \ A
'1 ♦gyp i i �p t- • 3, \\\v10 \ \� \ \ ,ip �9 i C2 N85 2401 W 171, E
♦ 0 moo- \ \ 0 21
IN, ,', 50 `\ 43
58 i�i�titi�' ��� C6 ti°�� \\\F \\\9." \\boo �� EIGHT MILE CREEK \ A
�p<<0 ♦� , c�j0 p 5I C5 A �C� \\\\F 51 `\`1t \ \i 3�' ♦o N60o Rnj �' Ri
iti 57 i i 1 0 CZ8 C2 ^\ \\.' \ \r9., \ \o POB
\ \\ s52 NoWC sos 44
• UQ Q o� 56 \ ° \ t \ -1q
0 o53
pp
I I W \ \ \ J J v 5 ♦�\ 9''6•, O� 6Q v
55 I
9 `. O /\\ �•IF6. �'�.r: / /�~ti I to 54 +o `r"y o06y � S I N
4 I IZ BLOCK 11
.05' \\\\ ��tib4� /��� \ 59
3'(TYP) I �3'(TYP) \\\\\✓/�y3 �� `� 600�
RM \c I CURVE TABLE LINE TABLE
-Q 2� �,� L------ i -
`\\ C25 CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE 9�r. \ •o °oM
Cl 53.25' 24024'23" 125.00' N 73011'50"W 52.84' Ll S 43058'30"E 18.49' WC o Q)
C10 C2 100.03' 45050'58" 125.00' S 71°40'30"W 97.38' L2 S 68040'31"E 10.86' \
59 C3 247.11' 76031'50" 185.00' S 87000'56"W 229.14' L3 N 46001'30"E 7.75'
00 C4 282.60' 29402329" 55.00' S 53049'l1"W 59.59' L4 N 11 02847"W 13.97' ;
C5 111.96' 87016'30" 73.50' N 8703644"W 101.44' L5 N 8703644"W 17.94' \ `�
\ C6 76.16' 87016'30" 50.00' N 8703644"W 69.01' L6 S 02023'16"W 18.82'
C3 C7 40.37' 87016'30" 26.50' N 8703644"W 36.57' L7 S 35°1651"W 40.00'
\ C9 132.04' 45050'58" 165,00' S 71°40'30"W 128,54' L8 S 41°1459"E 40.00'
C8 70.29' 2402423" 165.00' N 73011'50"W 69.76' L9 N 41°14'59"W 40.00'
C10 193.68' 76031'50" 145.00' S 87000'56"W 179.60' L10 S 0403559"IN 40.00'
\ Cil 18.25' 3902712" 26.50' S 6802837"W 17.89' Lll S 0403559"IN 40.00'
C12 22.12' 47049'18" 26.50' N 67053'09"W 21.48' L12 S 29000'22"IN 40.00'
\ C13 27.29' 2802527" 55.00' N 79009'50"W 27.01' L13 N 29009'56"E 39.76'
C14 34.61' 36003'30" 55.00' N 4605521"W 34.05'
\ C15 27.34' 28029'08" 55.00' N 14039'02"W 27.06'
C16 20.93' 21°47'59" 55.00' N 10029'31"E 20.80,
\ C17 172.43' 17903725" 55.00' N 6804747"W 110,00'
C18 41.69' 1402838" 165,00' S 87021'40"W 41.58' y
\ C19 37.55' 13002'22" 165.00' S 73036'10"W 37.47'
C20 34.86' 12006'19" 165.00' S 61001'49"W 34.80'
\ C21 17.93' 6013'39" 165.00' S 51°51'50"W 17.92'
C22 9.38' 7018'57" 73.50' N 5202429"E 9.38'
C23 45.13' 17050'05" 145.00' S 57040'03"W 44.95'
C24 27.60' 21°30'58" 73.50' N 6604927"E 27.44'
C25 81.62' 32015'12" 145.00' S 8204242"W 80.55'
C26 27.50' 21°26'08" 73.50' N 88018'00"E 27.34'
C27 66.92' 2602633" 145.00' N 6705626"W 66.33'
rM-1 28.11' 21°5448" 73.50' S 70001'33"E 27.94'
C29 19.36' 15005'39" 73.50' S 51°31'19"E 119.31'
114 CORNER
SECTION 21/22
CP&F 114011299�
1
w� s 2030 S. WASHINGTON AVE.
a 115 EMMETT, ID 83617
SCALE t?/OF2 00
(208) 398-8104
so o so so 120 14,�F BEA&G T FAX (208) 398-8105
If-r-00/
(FEET)1 INCH= 60 FT �cnd Su��eyiy WWW.SAWTOOTHLS.COM
SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 4 912020 WFJ JB 19428 19428-FP