CC - Final PlatPLAT SHOWING BOOK , PAGE
CP&F NO. 2020�020119
29 28 W M_CMILLAN_ROAD _
3!�3
A E�CME�� E�S�T�� E�SJ SJ.�IrV IrSJIrO �0 4
LOCATED IN THE SW 1 /4 OF THE NW 1 /4 OF SECTION 33, T.4N., R.1 W., B.M., MERIDIAN, ADA
COUNTY, IDAHO
2022
I BOOK 120, PAGLS 18/99-18802 S85'34'S6"E /
I o' 44.33'
S89'27'18"E 10' N85'03'26"E 492.12 So.00 8.5s_
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N I o S7y ),7.
G� -- L 50.00 L 50.00'-50.00' - - 50 00 ST. 15' p C2 48.00'
0 I 7.5, W. NAXOS _ - r C�
1 30 F `�_�A� ? - 331.38' 15' 7.5' P C19
_ s"W
S 85 0 32
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to
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325040sf `nlo ^ - 11.85' J L60.00� L60.00' -
'S89'2718"E L-60.00' S5.00' 55.00'-1 r55.00'1 i �10, \�- cP
55.00 1 -� \ s
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'�3 58.23' 55.00'-1 r55.00'-1 N85'03'26"E i 6 �1 5 Ll i 5 \�a� G
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m --I MI z M 34 5040liz_ J1,1 ¢ v i �5 n l L__ J -- L55.00J 755.00'- 9.00' C14- `�` a
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7 5
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T_
0 o AR PA N
35 so4o sf a - K - 155 Z5'
m I I m a _.11200'. _.J 1* w N89'2_T18"W C4 N85'03'26"E 330.83' _-G13i'1 L,•1 \
94.68' - 69.70 21A2',_C12_, r /20 jl \
12' ADDITIONAL RIGHT-OF-WAY --, o S89-27'18 E do ?--69'70 -- -7 - I M to
EXISTING RIGHT-OF-WAY 25' o 36 5040 s/ i 4 Z �'``1'---48_50-- -Cit _31 01' 69 70`"� "69.70_- r 5' j T 1$ Li 19 M 11^� rr•)
yl c_ 112 0D', --1, - 15 jr 1 16 1 ! 17 I d m iv N
41 - i 14 J m y 1 jm 10 1< I� o
' S89'27'18 Edo `� 13 i, al m n -< ;cy j� o a' (n
40 h
37 5040 sf I 3 J m i I°D a I� o ;n I� o m v1
11 a+-1T20n'--Ja a m y i� m li� j p i + IL 5' S40'03'27"W
Nlm m 54,50''
S89.27'18"E _ i� OCK 5 5 ' ss.7o' ss.5o' - 14.14'
I 38 BL ss.7o'
N �` s9.7o' _ S85'03'27"W
s937 s/ `�' i68.81'-J `-+-75.3T _-69.70'_. 530J6' 12 , 16.22' / \ -
_ - - 37202 s/
j L11 L10 112.52' 24' 24' - - - - S85'03'27"W
�� _S16'27'58"E
m o 12 503.51� ����
L14- 39 N85'Oss3o sf a - 92.16'
FOUND 5/8", NO CAP I J 12.06� 4 L9 L8 85.03' 27"W 726.53 I
PLACED CAP 0 - - - - - - - -
N85'03'27"E POINT OF - - - - - - - - - - - \ 35 I�
25.12' BEGINNING_ _ - - - - - - - - RIGHT-OF-WAY FOR MCFADDEN \ 50
DRAIN, AKA TEETER DRAIN RIGHT-OF-WAY FOR \
INST. NO. 7608075 MCFADDEN DRAIN SPUR \ \ y
I 1p0"y,16��0
E
1/4. 911
32 ' 33
SURVEY NARRATIVE
�
0�+ O O
\ a
\ %`r f*' ?,
\ \ V-2 /\
\12 as
\ �a
FOUND 5NO CAP
P8LACED CAP 43.36'
.................................................................. S89'17'46"E 2637.80' N891 7146"W -
THE BOUNDARY FOR THIS SUBDINSION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER
MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF THE AEGEAN ESTATES SUBDIVISION NO. 1, AEGEAN
ESTATES SUBDIVISION NO. 3, APPLE VALLEY SUBDIVISION, INFORMATION FROM RECORD OF SURVEY NUMBER
10911, 13110, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING
BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION
SHOWN HEREON.
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
12.00'
N8927'18"W
L2
25.00'
N89'27'18"W
L3
25.00'
N89'27'18"W
L4
24.00'
N11'48'36"W
.........................................
APPLE VALLEY SUBDIVISION
BOOK 30, PAGES 1844-1845
LINE TABLE
LINE #
LENGTH
DIRECTION
L5
24.00'
N11'48'36"W
L6
24.00'
N19'43'47"W
L7
24.00'
N19'43'47"W
L8
24.11'
N85'03'27"E
100 0 100 200 300
Scale: 1" = 100'
NOTES
-------
LEGEND
SUBDIVISION BOUNDARY
- - - - -
- SECTION LINE
RIGHT-OF-WAY LINE
CENTERLINE
LOT LINE
EXISTING PARCEL LINE
PUBLIC UTILITY, PRESSURE IRRIGATION
& LOT DRAINAGE EASEMENT LINE -
SEE NOTES 1 & 2
EXISTING ADA COUNTY HIGHWAY
DISTRICT PERMANENT EASEMENT
INSTRUMENT NO.
OTHER EASEMENT LINE AS NOTED
..............
SURVEY TIE LINE
Q
FOUND BRASS CAP AS NOTED
®
FOUND ALUMINUM CAP AS NOTED
SET 5/8"x3O" REBAR w/PLS 11118 PLASTIC CAP
•
SET 1/2"x24" REBAR w/PLS 11118 PLASTIC CAP
0
FOUND 1/2" REBAR, PLS 11118
0
FOUND 5/8" REBAR, PLS 11118 OR AS NOTED
❑
CALCULATED POINT, NOT SET
11
LOT NUMBER
1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, AEGEAN ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, AND
LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF
HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT,
2- UNLESS OTHERWSE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, AEGEAN ESTATES HOMEOWNERS
ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO
ANY REAR LOT LINE OR SUBDIVISION BOUNDARY.
3- ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDINSON.
4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO BE OWNED AND MAINTAINED BY THE NAMPA-MERIDIAN
IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA-MERIDIAN IRRIGATION DISTRICT.
5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE 'MTH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN.
6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
IRRIGATION/DRAINAGE ENTITY.
7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.
8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 IDAHO CODE RIGHT -TO -FARM WHICH STATES THAT NO AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR EXPANSION
THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS
BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF.
9- LOTS 38, 39, 40 AND 41, BLOCK 3, LOT 12, BLOCK 4 AND LOT 12, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE AEGEAN ESTATES HOMEOWNERS
ASSOCIATION INC. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES, AEGEAN ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT
DRAINAGE
10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 2017-116562, RECORDS OF ADA
COUNTY IDAHO.
11- LOT 38 BLOCK 3 IS SERVIENT TO AND CONTAINS THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN FIRST
AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY,
AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE "MASTER EASEMENT". THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE
DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER DRAINAGE SYSTEM.
12- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.
RECORDS OF ADA COUNTY, IDAHO.
13- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A NAMPA & MERIDIAN IRRIGATION DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS
OF ADA COUNTY, IDAHO.
14- THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AS INSTRUMENT NO. 2021-095626, RECORDS OF ADA
COUNTY, IDAHO, AND AS MAY BE AMENDED.
CP&F NO. 2021-157547
I C 1/4
LINE TABLE
LINE #
LENGTH
DIRECTION
L9
24.11'
N85'03'27"E
L10
25.00'
S89'27'18"E
L11
25.00'
S89'27'18"E
L12
28.28'
S45'32'42"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C1
16.65'
324.00'
2'56'43"
N76'43'03"E
16.65'
C2
35.96'
300.00'
65201"
N81'37'25"E
35.93'
C3
88.50'
60.00'
84'30'43"
S42'48'04"W
80.69'
C4
28.74'
300.00'
5'29'17"
N87'48'04"E
28.72'
C5
77.42'
300.00'
14'47'13"
N77'39'49"E
77.21'
C6
33.08'
276.00'
652'01"
N81'37'25"E
33.06'
C7
33.25'
84.00'
22'40'51"
S73'43'00"W
33.04'
C8
35.26'
84.00'
24'02'58"
S50'21'06"W
35.00'
C9
41.34'
84.00'
28-11'43"
S24-13'45"W
40.92'
C10
14.05'
84.00'
9-35'11"
S5'20'18'W
14.04'
LINE TABLE
LINE #
LENGTH
DIRECTION
L13
28.28'
S44'27'18"E
L14
50.00'
S89'27'18"E
L15
44.99'
SO'32'42"W
L16
51.01'
N77'54'22"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
BEARING
CHORD
C11
31.03'
324.00'
5*29'17"
N87'48'04"E
31.02'
C12
48.66'
324.00'
8'36'20"
N80'45'15"E
48.62'
C13
34.95'
324.00'
6*10'52"
N73'21'39"E
34.94'
C14
71.23'
276.00'
14'47'13"
N77'39'49"E
71.03'
C15
8.18'
276.00'
1'41'50"
N85'54'20"E
8.17'
C16
18.26'
276.00'
3'47'27"
N88'38'59"E
18.26'
C17
39.97'
36.00'
63'36'44"
S32'21'04"W
37.95'
C18
13.13'
36.00'
20'53'59"
S74'36'26"W
13.06'
C19
5.59'
324.00'
0-59'21"
N84-33'45"E
5.59'
C20
49.89'
324.00'
8-49'23"
N79-39'23"E
49.84'
SHEET 1 OF 3
\19-45 AEGEAN ESTATES SUED NO 4 PLAT.DWG