CC - Final Plat PLAT SHOWING BOOK , PAGE
SEC CORNER MOVADO SUBDIVISION PHASE 1 B
1/4 CORNER CP&F#105155109
CP&F#108008840 BASIS OF BEARINGS 16 ' 15
S N 13'3 . E 2676_87' -- _ LOCATED 1 N THE NE 1/4 OF SECTION 21,
E. OVERLAND RD.
PLAT NOTES
� 21 22 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 1. EASEMENTS:A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE IS
HERBY RESERVED ALONG THE FOLLOWING:
c� 201 -TWELVE(6)FOOT WIDE ALONG SUBDIVISION BOUNDARY EXCEPT AS NOTED
-TEN(11.5)FOOT WIDE ALONG PUBLIC RIGHT OF WAY
p -THREE(5)FOOT WIDE SIDE YARD
W 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO
Q FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY
o DETAIL A OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,
W SCALE 1"= 30' BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL
o SEE DETAIL A _ ` ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR,
cA - - - WHEN THE OPERATION, FACILITY OR EXPANSION WAS NO A NUISANCE AT THE TIME
C� ♦ U P.O.B. C ♦ IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
P.O.B. 64>i> ` APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION
OFAN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION
3
m 6`F / 3 4ps „ THEREOF."
D 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE
I o ,j <' I I I Z m s9�o, 3 I REGULATION IN EFFECT AT THE TIME OF RESUBDIVISION.
�o I I I No =p I 4. BUILDING SETBACKS IN THIS SUBDIVISION SHALL BE DETERMINED AT THE TIME OF
10, \�� I SCALE I w 70 I BUILDING PERMIT APPLICATION IN ACCORDANCE WITH CITY OF MERIDIAN
I > < REGULATIONS.
z `� �2 \ 60 0 30 60 120 I Z y p2
O`. 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR
F� \ (FEET) o SWALES.
\ 1 INCH= 60 FT I I � m� \ I 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM
I 10 `� I cS� I I • I THE CITY OF MERIDIAN.
rC4 .07'4 27.93' \+ - $ ► 0 7. LOTS 1,20&21, BLOCK 1,AND LOTS 1, 20&21, BLOCK2ARE RESERVED AS
9'07"E 72.00' \ v' I �o O I COMMON AREA,ARE NON-BUILDABLE LOTS,AND ARE OWNED AND MAINTAINED BY
N N Lp
89°49'07"W `� � I rn \ O I THE MOVADO COMMUNITY ASSOCIATION INC.
cn
1 C�2 �� \` 1 \ �-9 8. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.XXXXXXX.
N 89°48'56"W --98.08'I \ I I S 88°35'08"W \ O'FC<
10 I w 22.00' 22.00' �� \`,� I I �� n 12.50' I 9.A PORTION OF LOTS 2, 3, 4, 5&6, BLOCK 1, &LOT 1, BLOCK 2,ARE SERVIENT TO
I 2 I b N L4 ` I 30 12.50' 4 S�° \ ?� I AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE
v i i °' L I �s� \ j ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER
I `� DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.
S 89°48'56"E 100.00' I �\ I O 1
sr 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS
1_ I I � b l �> i 55 v O \
10 i 3 i o i 2 �s6 <�` I Q' \ I REFERENCE AS IF SET FORTH IN FULL (THE"MASTER EASEMENT'). THE MASTER
I I LL! L3 w \ I EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE
1 S 89°48'56"E 100.00, W I N 89°48'56"W �'� p I \ OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
o 4 o Q 80.61'
10. IRRIGATION WATER HAS BEEN PROVIDED FOR THE NAMPA-MERIDIAN IRRIGATION
U 0 i \`���s \ S �� ` 44.oT Z 27.93' DISTRICT, IN COMPLIANCE WITH IDAHO CODE 31-3805(b). LOTS WITHIN THE
`� \ J ` - SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE
p I S 89°48'56"E 100.00, Q 3 mac'. `° S 89°49'07"E 72.00' C8
1b I I b CL I I SCP ♦♦ E. PEWTER FALLS STREET OBLIGATED FOR ASSESSMENTS FOR THE NAMPA-MERIDIAN IRRIGATION DISTRICT.
00 0 1 5 I o N 89°48'56"W \
00 v i i _ 116.68' i �\ X` 11. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE
fi '� RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED
r 89°48'56"E I OO.0(�' = o f 4 I `ss
� � I I � � BYAND IRRIGATION/DRAINAGE ENTITY.
1 o 6 i I N 89°48'56"W I �\ \\>S
0 `'' I c"' I 145.91' r'� z' 12. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF
89-48-56"E 100.00' w o i I `�? 12-INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
�P I b l i o o I 5 1 ��� \
J�Q 1 7 o m I N 89°48'56"W I 170.76, \` \ 13. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.
0 � I LEGEND xxxxxxxx
S 89°48'56"E 100.00, M - b j I \�
l o l l o v � o f BLOCK 2 I ss SUBDIVISION BOUNDARY
w l N l 8 BLOCK I I N v I 16 `� LOT LINE
r> m w I N 89°48'56"W I 200.00' -mil I ZERO LOT LINE
410 I I _
P tS 89°48'56"E 100.00' o I 100.00' 100.00' I LINE TABLE
b b b I I b I I b LINE BEARING DISTANCE ---- --- ---- SECTIONAL LINE
0 of t o o I to I I o
0 1 N I 9 I �i o �i I 7 I�i I 19 I N �� L 1 S 29°1 T56"E 6.00' NEW EASEMENTS
---------------
p `'I I `"' o m I N 89°48'56"W 1 m I I m "'� L2 N 89°48'56"W 40.00'
z I - - CENTERLINE
Z S 89°48'56"E 100.00' I 100.00, I I 100.00, I 1 co L3 S 89°49'07"E 3.50'
o f 10 l o o l I b I I b o L4 S 89°4856"E 34.74' FOUND BRASS CAP MONUMENT
w w
I I N - - N I 8 j�i j 18 1 c� 8.47 N L5 S 44°4856"E 14.14'
1`"'I I `' o o m l N 89°48'56"W I m I I m
c� ( FOUND ALUMINUM CAP MONUMENT
oS 89°48'56"E 100.00' b o o b I 100.00' I b of 100.00' I b b b l O• SET 518"REBAR/CAP
i
of l o 0 0 o I to vl t o °? '�
NI 11 I (V Z Z N I 9 IN o 17 I N rn
m I I m c� I I co NI I m ao SET 1/2"REBAR/CAP
40 N 89°48'56"W I I 1 I 1 LOT NUMBER AL LA1V
o S 89°48'56"E 100.00, o b I 100.00, I b I 100.00, I b �
o I 12 I o
o I 10 t o I 16 l 0 20
Ic",
I I �i coI IM wi I M 1 �j 4�
m I I m I N 89°48'56"W I oI I O �r
S 89°48'56"E 100.00' I 100.00' I �I 100.00' I 21 CURVE TABLE C
101 13 1 0 0 11 j o °ooj 15 j o w w p CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
c�i I I N N I 1 N I I N t o C1 19.77' 200.00' 5°3945" S 67°30'46"E 19.76'
"I I `"' m I N 89°48'56"W I m zl 1 `' 0 0 1 (n C2 30.88' 50.00' 35°2258" S 46°59'25"E 30.39' �,
S 89°48'56"E 100.00' b b l 100.00, I I 100.00' I
C3 49.99' S00.00' S°43'42" S 32°09'47"E 49.97'
1 b 1 14 1 CD 0 I I_ I I o o I C4 4.59' 200.50' 1°18'40" N 11'2753"W 4.59' 9RL PORZ�'4
co I 6.00'I N 22' 22' N i 12 10 I 14 j oq z z 1 C5 42.83' 199.50' 12°18'06" N 05°58'10"W 42.75'
I � I I I C6 37.28' 199.50' 10°4221" S 06°46'03"E 37.22'
I I C7 5.56' 199.50' 1°3545" S 00°3659"E 5.56'
S 89°48'56"E 100.00, of ��----_93.45'---� L----100.00,----- 5.0o' CS 78.54' 50.00' 90°00'11" N 44°49'02"W 70.71'
q15 o \ Cj� C16 N 89°48'56"W 13 193.45' 10.00' 25.00, C9 78.54' 50.00' 90°00'00" N 44°4856"W 70.71'
co I I `o \fig 162.00' L2 CIO 97.39' 72.00' 77°2958" N 38°3356"W 90.13'
b S 89°48'56"E 100.00' o C�� c,, O"' N 89°48'56"W 162.00' N C 11 43.98' 28.00' 90°00'11" S 44°49'02"E 39.60'
C12 33.55' 28.00' 68°3856" N 55°2939"W 31.58'
I� I 16 I �i C19 N E. PEWTER FALLS DRIVE N1 o C13 10.44' 28.00' 21°21'15" S 10°2934"E 10.38' 2030 S. WASHINGTON AVE.
m I I m o `�llc� 152.00' m I C 14 43.98' 28.00' 90°00'00" S 44°48'56"E 39.60'
bS 89°48'56"E 100.00' o o C?� C21 34.00' 38.00' 38.00' 42.00' �S C16 24.33' 28.00' 49°4733" S 64°55'10"E 23.57' , EMMETT, ID 83617
o f 17 t o N r�r----- ----- ------
0i I I �I i b b b C17 113.10' 72.00' 90°00'00" S 44°4856"E 101.82' (208) 398-8104
1 m I I m 40 20 j o 0 o I C 18 54.99' 72.00' 43°45 42" S 21°41'48"E 53.67'
S 89°48'56"E 100.00, I 0 0 0 0 I C19 6.90' 72.00' 5°29'13" N 46°19'15"W 6.89' FAX (208) 398-8105
l0 1 b w I b C20 47.21' 72.00' 37°34'00" N 67°50'51"W 46.37' � Vro
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co i 18 M � v 21 j 22 w 23 w 24 w 25 w 26 o I o C21 4.00' 72.00' 3°11'05" S 88°13'24"E 4.00'
0 0 I rn1
S 89°48'56"E 100.00, o f 0 0 lz _
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L19 CD
o �' z Z5.00' � err l WWW.SAWTOOTHLS.COM
----------J M -----Z -----Z ---- ----Z - -----
100.00, 20.00' 43.00' 3s.00' 3s.0038.00' _ 52.00' SHEET. DATE: DRAWN BY. CHECKED BY. JOB1. DWGI.
N 89°48'56"W -- 334.00' -- -
1 OF 3 112017 NRB CP 17002 17002-F
BOOK , PAGE
MOVADO SUBDIVISION PHASE IB
CERTIFICATE OF OWNER:
KNOW ALL MEN BY THESE PRESENTS:
ACKNOWLEDGMENT
THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT 1 AM THE OWNER OF
THE REAL PROPERTY AS DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE STATE OF IDAHO
SAID PROPERTY IN THIS SUBDIVISION PLAT.
SS
THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL COUNTY OF ADA
RECEIVE DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL
WATER SYSTEM, INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS ON THIS_ DAY OF 12015, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN
AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. AND FOR SAID STATE, PERSONALLY APPEARED JIM D. CONGER, KNOWN OR IDENTIFIED TO ME
50-1334) TO BE A MEMBER OF C15 LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED
PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR LIABILITY COMPANY EXECUTED THE SAME.
PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON, AND NO IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAYAND YEAR IN THIS
PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID CERTIFICATE FIRST ABOVE WRITTEN.
EASEMENTS.
THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO
THE PUBLIC.
A PARCEL OF LAND LOCATED IN THE NE114 OF SECTION 21, T. 3 N., R. 1 E., B.M., NOTARY PUBLIC FOR IDAHO
CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS RESIDING AT EMMETT
FOLLOWS;
COMMENCING ATA BRASS CAP MARKING THE N114 CORNER OF SAID SECTION 21; MY COMMISSION EXPIRES
THENCE SOUTH 0011'04" WEST, COINCIDENT WITH THE WEST LINE OF SAID NE114
OF SECTION 21, A DISTANCE OF 1127.44 FEET TO THE CENTERLINE OF THE FIVE
MILE CANAL, THE BEGINNING OF A
NON-TANGENT CURVE AND THE POINT OF BEGINNING;
THENCE 19.77 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT AND SAID
CENTERLINE OF THE FIVE MILE CANAL, WITH A CENTRAL ANGLE OF 5039,45", A
RADIUS OF 200.00 FEET, SUBTENDED BYA CHORD BEARING SOUTH 67030'46"
EAST, 19.76 FEET;
THENCE SOUTH 64040'54"EAST, COINCIDENT WITH SAID CENTERLINE OF THE FIVE
MILE CANAL, 77.83 FEET TO THE BEGINNING OF TANGENT CURVE;
THENCE 30.88 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT AND SAID
CENTERLINE OF THE FIVE MILE CANAL, WITH A CENTRAL ANGLE OF 35022,58", A
RADIUS OF 50.00 FEET, SUBTENDED BYA CHORD BEARING SOUTH 4605925"EAST,
30.39 FEET;
CERTIFICATE OF SURVEYOR:
THENCE SOUTH 29017'56"EAST, COINCIDENT WITH SAID CENTERLINE OF THE FIVE
MILE CANAL 6.00 FEET AND THE BEGINNING OF A TANGENT CURVE; I, CARL PORTER, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR
LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE
THENCE 49.99 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT AND SAID OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY
CENTERLINE OF THE FIVE MILE CANAL, WITH A CENTRAL ANGLE OF 5043,42", A DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS
RADIUS OF 500.00 FEET, SUBTENDED BYA CHORD BEARING SOUTH 32009'47" IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER
EAST, 49.97 FEET; PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
THENCE SOUTH 35001'38"EAST, COINCIDENT WITH SAID CENTERLINE OF THE FIVE
MILE CANAL, 225.08 FEET;
LA�yll
THENCE SOUTH 3505842"EAST, COINCIDENT WITH SAID CENTERLINE OF THE FIVE 5� ZST
MILE CANAL, 175.40 FEET;
o ,-e
THENCE SOUTH 0011'04" WEST, PARALLEL WITH SAID WEST LINE OF THE NE114 OF CARL PORTER a P.L.S.14221
SECTION 21, A DISTANCE OF 240.64 FEET;
OF 1�
THENCE NORTH 8904856" WEST, 40.00 FEET; y Po
THENCE SOUTH 0011'04" WEST, PARALLEL WITH SAID WEST LINE OF THE NE114 OF
SECTION 21, A DISTANCE OF 144.00 FEET;
THENCE NORTH 8904856" WEST, 334.00 FEET TO SAID WEST LINE OF THE NE114 OF
SECTION 21;
THENCE NORTH 0011'04"EAST, COINCIDENT WITH SAID WEST LINE OF THE NE114
OF SECTION 21, A DISTANCE OF 818.80 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 5.31 ACRES MORE OR LESS. - 2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
VroLor
C15, LLC FAX (208) 398-8105
JIM D. CONGER, MEMBER Lcn�Sur�eyinq, LLG
ou WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWGI.
2 OF 3 1/2017 NRB CP 17002 17002-FP
BOOK , PAGE
MOVADO SUBDIVISION PHASE IB
APPROVAL OF CITY COUNCIL
HEALTH CERTIFICATE
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 12015 THIS PLAT WAS
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE DULY 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.
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT COUNTY SURVEYOR DATE
JERRY L. HASTING, PLS 5359
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT
COMMISSIONERS ON THE DAY OF 12015.
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
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY STATE OF IDAHO } SS
APPROVE 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 12015, 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
o��L LAND (208) 398-8104
T FAX (208) 398-8105
V / Lor -�
aa, 0 Lend SurVeyinq, Z-
� ��� '�0�� WWW.SAWTOOTHLS.COM
4 9RL POR`��'4 SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: Mi.
3 OF 3 1/2017 NRB CP 17002 17002-FP