Whitebarkk. (u`f PG G153 "
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD DIST.
CHORD BRG.
DELTA
C1
55.00
95.24
83.78
S40'39'45"W
9912'52*
C2 155.00
72.09
67.04
S5243'10"W
75'06'01"
C3
.55.00
23.15
22.98
S3'06'44"W
24'06'51"
C4
75.00
129.87
114.24
S40'39'44"W
9912'51"
C5
95.00
43.71
43.33
S77'05'13"W
26'21'53"
C6
20.00
18.69
18.02
S8919'13"E
53 33'00"
C7
29.00
79.16
56.77
S3915'15"W
156'24'04"
C8
29.00
31.76
30.19
S86'05'05"W
624424"
C9
29.00
32.30
30.65
S1118'34"W
6348'26"
C10
29.00
9.29
9.25
S2946'13"E
18'21'09"
C11
20.00
18.69
18.02
N1210'17"W
53'33'00"
C12
95.00
39.04
38.77
S2'49'46"W
2332'54"
C13
1 20.00
15.68
15.28
S31'24'34"E
44'55'48"
C14
20.00
4.87
4.86
S15'55'34"E
13'57'48"
C15
20.00
10.81
10.68
S38'23'28"E
30'58'00"
C16
36.50
59.53
53.15
N7'08'55"W
9327'07"
C17
20.00
14.47
14.16
S18'50'49"W
41'27'39"
C18
20.00
12.00
11.82
S2223'09"W
3423'00"
C19
20.00
2.47
2.47
S1'39'19"W
7'04'39"
C20
20.00
15.68
15.29
N13'31'14"E
44'55'53"
C21
36.50
54.79
49.79
S7'01'14"E
86'00'49"
C22
36.50
27.87
27.20
S14'06'44"W
4344'54"
C23
36.50
26.92
26.32
S2853'40"E
4215'55"
C24
20.00
17.16
16.64
N2526'26"W
4910'25"
C25
320.00
91.25
90.94
N617'09"E
1620'20"
C26
320.00
67.82
67.69
N411'16"E
12'08'34"
C27
320.00
23.43
23.43
N1221'26"E
411'45"
C28
300.00
122.52
121.67
N2'45'19"E
2324'00"
C29
280.00
74.81
1 74.59
N6'48'03"E
1518'32"
C30
280.00
34.06
34.04
N2'37'54"E
6'58'14"
C31
280.00
40.75
40.71
N1017'10"E
820'18"
C32
75.00
12.57
12.56
N84'57'05"W
9'36'19"
C33
98.00
16.43
16.41
N84'57'05"W
936'19"
C34
52.00
8.72
8.71
N84'57'05"W
9'36'19"
C35
280.00
163.04
160.74
S213'32"E
3321'42"
C36
280.00
94.45
94.00
S4'47'29"W
1919'39"
C37
280.00
68.58
68.41
S11'53'22"E
14'02'03"
C38
300.00
174.68
1 172.22
S213'32"E
3321'42"
C39
300.00
150.58
149.00
S4 31'39"E
28 45'28"
C40
300.00
24.11
24.10
S12'09'12"W
4'36'14"
C41
320.00
117.59
116.93
SB22'45"E
21'03'16"
C42
320.00
53.73
1 53.67
S239'44"E
937'15"
C43
320.00
63.86
63.75
S1311'23"E
11'26'02"
C44
420.00
224.47
221.81
N3'35'45"W
30*37'18"
C45
420.00
13.81
13.81
N17'57'53"W
1'53'01"
C46
420.00
81.82
81.69
N11'26'30"W
11'09'44"
C47
420.00
80.13
80.01
NO23'43"W
10'55'51"
C48
420.00
48.71
48.68
N823'33"E
638'42"
C49
400.00
213.78
211.24
N3'35'45"W
30'37'18"
C50
380.00
203.09
200.68
N3'35'45"W
30'37'18"
C51
380.00
18.89
18.89
N1728'56"W
2'50'54"
C52
380.00
77.42
77.29
N1013'17"W
11'40'24"
C53
380.00
72.12
72.01
N1'03'07"E
10'52'24"
C54
380.00
34.66
34.65
N9'O6'07"E
513'35"
C55
280.00
56.05
55.95
S5'58'50"W
1128'08"
C56
280.00
32.15
32.14
S825'31 "W
6'34'46"
C57
280.00
23.89
23.89
S2'41'27"W
4'53'22"
C58
300.00
60.05
59.95
S5'58'50"W
1128'08"
C59
320.00
64.05
63.95
S5'58'50"W
1128'08"
C60
320.00
42.17
42.14
S7'56'23"W
733'03"
C61
320.00
21.88
21.88
S212'19"W
3'55'05"
C62
20.00
12.92
12.70
N8224'56"E
37'01'19"
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD DIST.
CHORD BRG.
DELTA
C63
20.00
5.77
5.75
S70'48'340E
16'31'41"
C64
29.00
5.82
5.81
S4857'50"W
11'30'05"
C65
75.00
64.94
62.93
S15'51'32"W
4936'26"
C66
75.00
64.94
62.93
S65-27-57"W
49'36'26"
PLAT SHOWING
WHITEBARKSUBDIVISIONNO. 1
A PORTION OF THE E 1 /2 OF THE NE 1 /4 OF NW 1 /4 SECTION
T.3N., R.1 E., B.M.
MERIDIAN, ADA COUNTY, IDAHO
BASIS OF BEARINGS 2 01 5
CP&F NO. 114003640
S89'43'47"E 2645.0,V `
30
29
S89'4347"E 357.67'
E.
AMITY ROAD- 29 1 /4
31
- - - _ _
32 1983.82'
- - -
_
r
- - - -
303.55' 32�-
61 REAL POINT i
i OF BEGINNING
i
CP&F N0. 94002912
1
,
C�.9
1
1 O7
O
I
�
I
2 ap
U)
SEE NOTE 12
(V
I
i
04
IL
V'
1
O
2
I
AIM
1
BLOCK 1
X 1
vi�
O
I
'
o 00
1 6 a MIN
1�
9 O Ip
N
EXISTING ACHD /
SIDEWALK EASEMENT
SEE NOTE 7 f
LINE TABLE
LINE
LENGTH
BEARING
L1
11.57
N89'45'14"W
L2
19.72
S4120'31 "W
L3
28.28
S4443'50"E
L4
4.94
S89 43'47"E
L5
28.28
N4516'1 WE
L6
24.94
S89 43'50"E
L7
28.28
S4443'50"E
L8
4.98
N89'43'50"W
L9
28.28
N4516'1 WE
L10
29.79
N8943'50"W
L11
22.61
S4839'29"E
L12
29.71
S38'06'18"E
L13
14.23
S80 08'55"E
L14
53.41
S80108'55"E
L15
14.22
S80-08-55"E
L16
29.40
N57'09'12"E
L17
19.61
N56'08'22"W
1 11
1
12
1 i
1 12 to � i
BLOCK 3 t
N � 11 it/1
1 13 A cpl'u
��pY1a
Q 1 1
o ,
14 �
�I
OJ 1
M 1 15 �
1 �1
cy)I
M 16 M
rn�O, 0
O 1 O 011
Z BLOCK 1
1 17
i O r
i E. SCRUB�PINE ST.jcy
of
1 1
1 O
5 iN
j
1 ` \ 0 itsl
o �
i
1 i
BLOCK 2 a O
25 100 300 4 ' I�
1 O 0
0 50 200 1 I 1-
SCALE:
dv
JIr
1 " = 100' � BLOCK 3 13
1 O 10
� M
Ir
d-
OO IN
NW 1/16 S89.44'45NE 673.82' N89'44'45"W.,321.82'
PLS 8575
EXISTING ACHD
SIDEWALK EASEMENT
SEE NOTE 7
i
7 729 70
N� to jet 5 0
G,A� TF OF
c�R Y G. G P�
S89'44'45"E 340.17' - o
C-N 1 /16
PLS 8575
EXISTING ACHD TEMPORARY . . . ' BLACKROCK SUBDIVISION NO. 1
TURN-AROUNG EASEMENT .%
SEE NOTE 8
2194143
32, LEGEND
9�wlk
----------------------------
0
VZ---
FOUND 5/8" IRON PIN AS NOTED
FOUND ALUMINUM CAP MONUMENT
CALCULATED POINT
SET 1 /2 IRON PIN WITH CAP PLS 7729
SET 5/8" IRON PIN WITH CAP PLS 772
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
CENTERLINE
EASEMENT LINE
EXISTING EASEMENT LINE
LOT NO.
ACHD STORM DRAIN EASEMENT
SEE NOTE 9
1) A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS
HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY AND ALONG ALL
REAR LOT LINES UNLESS OTHERWISE SHOWN. A TEN (10) FOOT WIDE PERMANENT PRESSURE
IRRIGATION EASEMENT IN FAVOR OF THE WHITEBARK SUBDIVISION HOMEOWNER'S ASSOCIATION IS
HEREBY DESIGNATED ALONG THE SUBDIVISION BOUNDARY LINE. A FIVE (5) FOOT WIDE PUBLIC
UTILITIES AND PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG EACH SIDE OF
INTERIOR LOT LINES UNLESS OTHERWISE SHOWN. THE LOT LINE COMMON TO LOTS 8 AND 9, BLOCK
3 SHALL HAVE A (5) FOOT WIDE PRESSURE IRRIGATION EASEMENT IN FAVOR OF THE WHITEBARK
SUBDIVISION HOMEOWNER'S ASSOCIATION. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT.
2) ANY RE -SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY
APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
3) LOTS 1, 2, 4, 6 AND 9, BLOCK 1, LOT 6, BLOCK 3 AND LOTS 1 AND 2, BLOCK 4 ARE COMMON
LOTS AND SHALL BE SUBJECT TO A BLANKET PUBLIC UTILITIES EASEMENT AND SHALL BE OWNED
AND MAINTAINED BY THE WHITEBARK SUBDIVISION HOMEOWNER'S ASSOCIATION. LOT 6, BLOCK 3
SHALL BE HAVE A BLANKET PRESSURE IRRIGATION EASEMENT IN FAVOR OF THE WHITEBARK
SUBDIVISION HOMEOWNER'S ASSOCIATION.
4) THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES:
"NO AGRICULTURAL OPERATION OR APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE,
PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1)
YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED
THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM
THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO
IT."
5) IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE
WITH IDAHO CODE SECTION 31-3805(1)(B). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO
IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA MERIDIAN
IRRIGATION DISTRICT. - ANY PROPOSED AND/OR FUTURE USAGE OF THE BOISE PROJECT BOARD OF
CONTROL FACILITIES ARE SUBJECT TO IDAHO STATUTES TITLE 42-1209.
6) DIRECT LOT OR PARCEL ACCESS TO E. AMITY ROAD IS PROHIBITED.
7) EXISTING ADA COUNTY HIGHWAY DISTRICT SIDEWALK EASEMENT INSTRUMENT NO. 2015-061051.
AS SHOWN ON SHEET 1 ONLY.
8) EXISTING ADA COUNTY HIGHWAY DISTRICT TEMPORARY TURN -AROUND EASEMENT INSTRUMENT
NO. 2015-043134.
9) A PORTION OF LOT 6, BLOCK 3 IS SERVIENT TO AND CONTAIN AN ACHD STORM WATER DRAINAGE
SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE
EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259 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 IS DEDICATED TO
ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE
OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
10) LOTS 6, BLOCK 1 SHALL BE SUBJECT TO A COMMON DRIVEWAY ACCESS EASEMENT FOR THE
BENEFIT OF LOTS 5, 7 AND 8, BLOCK 1 AS SHOWN ON THIS PLAT. VEHICLE ACCESS TO LOTS 5,
7 AND 8, BLOCK 1 SHALL BE PROVIDED FROM THE COMMON DRIVEWAY AND NOT FROM S.
MARSALA WAY OR E. AMITY ROAD.
11) THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE 'THE
HIGHEST KNOWN NORMAL GROUNDWATER ELEVATION.
12) EXISTING CITY OF MERIDIAN SANITARY SEWER AND WATER MAIN EASEMENT INSTRUMENT NO.
114005986. ONLY THAT PORTION OF THIS EASEMENT AFFECTING LOTS IN THIS SUBDIVISION ARE
SHOWN ON THIS PLAT.
13) LOT 1, BLOCK 1 AND LOT 1, BLOCK 4 SHALL HAVE A BLANKET PRIVATE GRAVITY IRRIGATION
EASEMENT FOR A PRIVATE GRAVITY IRRIGATION LINE.
14) LOTS 5, 7- AND 8, BLOCK 1 ARE SUBJECT TO AN EXISTING PRIVATE DRIVEWAY MAINTENANCE
AGREEMENT INSTRUMENT NO. 2015-088399.
JOB NO. 13-127
SHEET 1 OF 4
IDAHO 1450 E. WATERTOWER ST.
SUITE 130
Nm SURVEY MERIDIAN, IDAHO83642
PH. (208) 846-8570
GROUP, P.C. FAX (208) 884-5399