07 - Recorded Plat[5291]
Brass Cap
CP&F No. 111065664
6 5
7 8 ----
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1[11334]
N N
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PLAT SHOWING
Pine 43 Subdivision No. 2
Situated in the Northwest Quarter of
Section 8, Township 3 North, Range 1 East, Boise Meridian,
City of Meridian, Ada County, Idaho.
2020
E. Fairview Ave
S_89'59'19"E _
--- ---
2652.60'
Pleasant Valley Subdivision
S89"33'39"E 454.52'
40
I W
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113341
JS89"59'59'V
> .,
— - 165.39I
L13
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0 I
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L12
L11
I
L16
0
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Point of Beginning
0
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Z I
I
I
to
I
Line Table — This Sheet Only
Line #
Direction
Length
L7
N00'13'53W
83.85'
L2
S39'08'31'W
20.00,
L3
S11'27'39"E
7,38'
L4
S26'08'55"W
15.61'
LS
S29'4149W
26.24'
L6
S3647'36"W
26.24'
L7
S46'35'49"W
45.75'
LS
N34'35'24"W
41,97'
7 8 __--
[5291]
Brass Cap
CP&F No. 107150725
/
/
WC /
39 38 37 36 �b'F
35
34 37SI
33 `SO'
- 32
\ 31 3
° 30
Q 19
0 18 17 16
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to I 21 20 19 Block 5
Z 18 17 N._ 1 J 9
L9
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C'' 13
f°fie \ 9121'e\
Blo,
\ 1
�2
Line Table This Sheet Only
Line #
Direction
Length
L9
S68'10'22W
20.23'
L10
N79'53'19'W
15.17'
L11
N41'16'36"W
18.91'
L12
1400'00'01'W
13.07'
L13
S89'59'59"W
47.00'
L14
S44'59'59"W
28.28'
L15
N4606'57'W
28.34'
L16
S89'46'07"W
11.00'
Little Creek
Subdivision No. 1
Jackson Drain
Inst No. 167785
M 3gs2o,
x 2y4�%10
Block 31 25
\ 26 24 23 22
65
4 /3
`lit
7. ¢'Y
N49'46'47"W "
49.77' -
2649.69' - - -
N89'54'57"W
E. Pine Ave
[11
2
3�
5
[78801
Aluminum Cap
CP&F No. 2019-055314
I
I
I
Paddington Subdivision
11'.434J I
"WC J �
/ S26'22'5eW
11334]` 1 15.98'
S28'14'17"W
47.01'
S10'53'31 "W
E113341 79 88'
S30'30'44"W
105.98'
334]
L2 Pine 43 Subdivision No. 1
C1
�— L3
Curve Table — This Sheet Only
Curve #
Length
Radius
I Delta
Chord Bearing
Chord Length
C1
6.58'
451.50'
0-50'08"
S50-26.24"E
6.58'
C2
59.39'
141.50'
24'02'51"
N46'36'49"W
58.95'
C3
196.95'
276.50'
40-48-45'
N54'59'46"W
192.82'
I
I
I
0 0
In M
Oil
0
I
I
I
C 1/4 - [7880]
Aluminum Cap
CP&F No. 2019-055315
PLAT BOOK PAGE
Leaend
- Subdivision Boundary Line
- Lot Line
- Right-of-way Line
- -
- - Section Line
- —
- — - Center Line
- - -
- - - - - Adjacent Property Line
— —
— - Match Line
---- - Tie Line
- - - - -
- - - - - Utility Easement Line
- - - -
- - - - ACHD Drainage Easement Line
—
- Landscaping Buffer Line
- Section Comer, as noted
c4cz]
- Quarter -Section Corner, as noted
°
- Found 1/2" Rebar, with Plastic Cap Marked
"J-U-B 8077", unless otherwise noted
O
- Found 5/8" Rebar, with Plastic Cap Marked
"J-U-B 8077", unless otherwise noted
0
- Set 1/2"x24" Rebar, with
Plastic Cap Marked "J-U-B 16642"
®
- Set 5/8"x24" Rebar, with
Plastic Cap Marked "J-U-B 16642"
O
- Set 1-3/,16" Bernt'sen BP Cap with Magnet
Marked J-U-B 16642"
®
- Set 1/2"x24" Rebar, with
Plastic Cap Marked "EASEMENT JUB 16642"
0
- Point Not Set or Found
C#
- Curve Number (Typical)
L#
- Course Number (Typical)
#
- Lot Number (Typical)
[####]
- PLS Number Found on Monument
WC
- Witness Corner
RM
- Reference Monument
14 MAY 2020
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION
f
0 100 200
Scale in Feet
CJUB
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
JUB Project No. ----
SHEET 1 OF 7
a
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[5082]
25'—�{
PLAT SHOWING
Pine 43 Subdivision No. 2
S89'33'39"E 454.52' I
275.98'
• N �
I N _
O
Z
40
PLAT BOOK PAGE
0 30 60
Scale in Feet
G
/ 1
SHEEf INDEX
1 " = 300,
�
Cq
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S89'58'01 "E 216.05'
1 04
I I 19
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14 MAY 2020
0
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THIS IS A DRAFT VERSION OF THE PLAT
i
•
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
— —
'
NOT FOR RECORDATION
— — — — — ---
L13 N
S7T4925 I
23
S89'59'59"W
165.39'
_CJ-U-B'h
�L 0 e
—
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 2 OF 7
PLAT SHOWING
Pine 43 Subdivision No. 2 (i Jackson Drain
i -� Inst No. 187785
S55'25'16"E 314.50'
Ft
30' WC
00
'S0'
26
S58.22'48"E
SHEET INDEX
17.69'
S53'05'07"E
87.13'
S57.50.02"E 80.45'
556"45'30"E
78.94' S5757'44"E
43.99'
RM
1" = 300,
44.52'
42.61'
40.56'
39.59'
39.55' 39.39'
---_--
39.59'
----t�
36.23'4r•303� f
3.84',_
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-----�
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31
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20� ao 38 o
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C92
C91
C90
C89
C88
C87
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Cg3
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C23
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C2
39
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Cg6
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C71
C72
-
C73
74
9
C6
8
-L
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Line Table - This Sheet Only
Line #
Direction
Length
L9
S68'10'22'19
20.23'
] L11
N41'16'36"W
18.91'
L72
NOO'00'01"W
13.07'
L13
S89'59'59"W
47.00'
C6 -
o•
I
I
-
14
wP
j
13 a
O
In
12
'
V, 9
�'
o.
o'l
1J Block 5 w to
o
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5, I
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06
for 15
16
V
\
to
U �/ i 'O 17 o,
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--1-
-----
1
18 P�, o
]
-L
-
�`
C50
C49
C48
C47
Allev
\\
C11
C31
C53
C29
C30
C32
G7j� \.�• �•�
22.00• chy '
o
\ N4 16
2 4g'51 jy C
"6
oo� �,�
`\ �o.
Block 4
18
N
m
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soQ 9L do Rio �
w
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o
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17
O
16
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N
J,
15 N o
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`-° ^i 114
�� �� \ 2' Common Lot
W to.
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N 20 0 �
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M
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21 00 ¢
A.
00,
Curve Table - This Sheet Only
Curve $
Length
Radius
Delta
Chord Bearing
Chord Length
C97
33.82'
561.50'
3.27'02"
N81'08'23"W
33.81'
C98
18.60'
561.50'
1'53'54"
N8348'51"W
18.60'
C99
14.19'
68.50'
11'52'03"
S89'18'11'w
14.16'
C100
99.67'
68.50'
83*22'111"
S41.41'04"W
91.11'
tip' o� 3i may' C42 C41 C40 C39
\110. d'� \ S77 49'25"E C43 C3 C3
23 6' CA4 1
PLAT BOOK PAGE
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C3
196.95'
276.50'
4048'45"
N5459'46"W
192.82'
C4
375.85'
399.50'
5354'13'
N63'02'55"W
362.14'
C7
_ 74.8D'
45.00'
95'14'14"
S4737'05"W
66.48'
C8
421.87'
538.00'
4455'41"
NGT17'57`W
411.14'
C11
327.92'
389.50-
48'14'16"
N60'12'571W
318.32'
C16
346.74'
409.50'
4830'53"
N60'21'15"W
336.48'
C17
35.74'
21.50'
95'14'14"
S47*37'05"W
31.76'
C18
403.44'
514.50'
44'55'41"
N62'17'57"W
393.19,
C23
440.30'
561.50'
44'55'41"
N62'17'57"W
429.10'
C24
113.86'
68.50'
95"4'14'
S4737'05"W
101.20'
C25
27.80'
389.50'
4.05'24"
NB2'17'23"W
27.80'
C26
32.55'
389.50'
r47'17"
N7T51'03'W
32.54'
C27
32.55'
389.50'
V47'17"
N73'03'45"W
32.54'
C28
32.55'
389.50'
4!47'17"
N68'16'28"W
32.54'
C29
32.55'
389.50'
4*47'17'
N63'29'1O"W
32.54'
C30
32.55'
389.50'
4'47'17"
N58'41'53"W
32.54'
C31
32.55'
389.50'
4'47'17`
N53'54'35"W
32.54'
C32
32.55'
389.50'
447'17"
N49'07'18"W
32.54'
C38
23.11'
276.50'
4*47'17"
N4-C20'OC"W
23.10'
C39
23.11'
276.50'
4'47'17"
N49.07'18W
23.10'
C40
23.11'
276.50'
4'47'17"
N5354'35"W
23.10'
C41
23.11'
276.50'
r47'17"
N58741'53W
23.10'
C42
23.11'
276.50'
4-47'17-
N63-29.10-W
23.10'
C43
23.11
276.50
4*47'17"
N68'16'28W
23.10'
C44
22.84'
276.50'
4'44'02"
N73'02'07"W
22.84'
C47
33.35'
409.50'
439'59"
N4745'19"W
33.34'
C48
33.35'
409.50'
4'39'59"
N5Y25'18"W
33.34'
C49
33.35'
409.50'
4'39'59
N5705'17"W
33.34'
C50
33.35'
409.50'
V39'59"
N61'45'17"W
33.34'
C51
33.35'
409.50'
V39'59"
N6625'16"W
33.34'
C52
33.35'
409.50'
4'39'59"
N71'0S'15"W
33.34'
C53
33.35'
409.50'
V39'59"
N75'45'14W
33.34'
C54
33.35'
409.50'
4'39'59"
N80-25.14-W
33.34'
C55
13.28'
409.50'
1'51'29"
N83'40'58"W
13.28'
C66
18.05'
514.50'
2'00'34" N83'45'30"W
18.04'
C67
41.90'
514.50'
V39'59"
N80'25'14"W
41.89'
C58
41.90'
514.50'
4'39'59"
N7545'14'W 1
41.89'
C69
41.90'
514.50'
4'39'59"
N71'05'1514
41.89'
C70
41.90'
514.50'
4'39'59"
N66.25'16"W
41.89'
C71
41.90'
514.50'
4'39'59"
N61'45'17"W
41.89'
C72
41.90'
514.50'
V39.59-
N57-05'17"W
41.89'
C73
41.90'
514.50'
4'39'59"
N52'25'1 B"W
41.S9'
C74
41.90'
514.50'
4'39'59"
N4745'19"W
41.89'
C88
33.82'
561.50'
327'02"
N5(705'24"W
33.81'
C89
33.82'
561.50'
3'27'02"
N53'32'26"W
33.81'
C90
33.82'
561,50'
327'02"
N56'59'29'V!
33.81'
C91
33.82'
561.50'
3'27'02"
N60'26'31"W
33.81'
C92
33.82'
561.50'
327'02"
N63'53'33"W
33.81'
C93
33.82'
561.50'
T27'02"
N6720'36`W
33.81'
C94
33.82'
561.50'
327'02"
N70'47'38"W
33.81'
C95
33.82'
561.50'
3'27'02"
N74.14'41"W
33.81'
C96
33.76'
561.50' 1
3'26'40"
N77*41'32"W
33.75'
OF \OP
E. State Ave =•_ F
mlm
14 MAY 2020
THISISA _ PLAT J-U-B ENGINEERS INC.
0 . - - 30 60 AND IT IS PRELIM INARY I IN NATURE. OF ET HAS
i I NOT YET RECEIVED AGENCY APPROVAL 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
\ / NOR HAVE MONUMENTS BEEN INSTALLED.
L- NOT FOR RECORDATION P2083767330 wwww.jub.com
Scale in Feet
SHEET 3 OF 7
N
U
115.48' 1
M l 3 I
d of M I 1
N S38'26'39"YV
01 d
Z r 1 1 17.02' C61 -
oi
Common Lot
L�_ _ L6 L5_ 1-4
r
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PLAT SHOWING
Pine 43 Subdivision No. 2
105.14 -- �p 4/.v 1
I S53'41'15"E
m 3 25'01 510y�
~13 105.98'
S30'30'44 W _ _�� --
C) k� -- N Scots Pine Ave.
Pine 43 Subdivision No. 1
Curve Table - This Sheet Only
Curve $
Length
Radius
Delta
Chord Bearing
Chord Length
C101
42.91'
141.50'
1T22'28"
S43'16'37"E
42.74'
C102
16.48'
141.50'
6-40'23"
S55'18'03"E
16.47'
0 30 6(
Scale in Feet
t Jackson Drain
Inst No. 187785
S25 2�' 56"W t , J 11
1 1
Line Table - This Sheet Only
Line
Direction
Length
L2
539'08'31'W
20.00,
L3
S11'27'39"E
7.38'
L4
S26'08'55"W
15.61'
L5
S29'41'49"W
26,24'
L6
S36'47'36"W
26.24'
L7
S46'36'49W
45.75'
L17
N6737'29"W
9.90'
L18
N62'37'29"W
9.55'
L19
N6737.29-W
10.26'
1
1
1
1
1
i
1
1
1
1
1
1
1
PLAT BOOK PAGE
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Beoring Chord Length
C1
6.58'
451.50'
O'50'O8'
S5O'26'24"E
6.58'
C2
59.39,
141.50'
24-02'51"
N46-36-49-W
58.95'
C3
196.95'
276.50
40'48'45"
N54'59'46 W
192.82'
C5
40.82'
100.00'
2323'27"
S4747.32"E
40.54'
C6
8'37'48"
N510'22""W
69.45'
Co
44.55'41"
N62-17-57-W
411.14'
C9
ZVI
45'11'30"
S62-25-51"E
76.85'
CID
2224'06"
N73'49'33W
58.27'
C12
2323'27"
S4747'32"E
44.60'
I C13
0.
8'37'48"
N55'10'22W
67.94'
C14
71.02'
471.50'
8'37'48"
N55'10'22"W
70.95'
C15
36,74'
90.00'
2323'27"
S4747'32"E
36.49'
C18
403.44'
514.50'
44*55*41
N62'17'57"W
393.19'
C18
403.44'
514.50'
4455'41
N62'17'57W
393.19'
C19
97,41'
123.50'
45'11'30"
S62'25'51"E
94.90'
C20
49.46'
126.50'
2724'06"
N73'49'33"W
49.15'
C21
67.84'
173.50'
2724'06"
N73'49'33W
67.40'
C22
60.34'
76.50'
45'11'30"
S62'25'51"E
58.79'
C23
440.30'
561.50'
4455'41
N62'17'57"W
429.10'
C33
32.55'
389,50'
4!47'17"
N44'20'00"W
32.54'
C34
34.23'
389.50'
5*02'07"
N39'25'18"W
34.22'
C35
5.49'
389.50'
0'48'26"
N3630'02"W
5.49'
C36
12.76'
275.50'
2'38'39"
N35-54'43"W
12.76'
C37
22.71'
276.50'
4'42'19"
N39-35-12-W
22.70'
C38
23.11'
276.50'
4'47'17'
N4-V20'OO"W
23.10'
C45
33.30'
409.50'
4'39'31"
N38'25'34"W
33,29'
C46
33.35'
409.50'
4'39'59"
N43'05'20'W
33.34'
C56
4.69' 1
110.00'
726'41"
S3T 19'09"E
4.69'
C57
21.29'
110.00'
11*05'15"
S44'05'07"E
21.25'
C58
18.93'
110.00*
9'51'32
S54'33'30"E
18.90,
C59
31.13'
451.50'
3-57'00"
N57-30-46-W
31.12'
C60
31.38'
451.50'
3'58'55'
N53'32'48W
31.37'
C61
5.50,
451.50'
0'41'52'
N51'12'25"W
5.50'
C62
35.10'
471.50'
4'15'53"
N52-59'25"W
35.09'
C63
35.92'
471.50'
4'21'55"
N5T1B'19"W
35.91'
C64
21.35'
90.00'
13'35'32"
S5741'30"E
21.30'
C65
15.39'
90.00'
9'47'56"
S40'59'46"E
15.37'
C74
41.90'
514.50'
4'39'59"
N4745'19"W
41.89'
C75
41.90'
514.50'
439'59"
N43'05'20"W
41.89'
C76
8.27'
514.50'
0*55'14"
N4917'43'W
8.27'
C77
34.37'
123.50'
15'56*40"
S47648'26"E
34.26'
C78
11.42'
123.50'
5'17'57"
S5625'45"E
11.42'
C79
51.62'
123.50'
23-56'53"
S73'03'09"E
51.24'
C80
24.80'
173.50'
8`11-28-
N66'43'13W
24.78'
C81
36.01'
173.50'
11'53'26"
N76645'40"W
35.94'
C82
7.03'
173.50'
T19'13"
N8352'00"W
7.03'
C83
9.05'
76.50'
6'46'30"
S81'38'21 "E
9.04'
C84
51.29'
76.50'
38'24'59"
S59'02'36"E
50.34'
C85
15.96'
561.50'
1'37'41"
N40-38-57V
15.96-
C86
33.82'
561.50,
3'27'02"
N43'11'19"W
33.81'
C87
33.82'
561.50'
3'27'02"
N46'3B'21"W
33.81'
4OF (-J.U-B
14 MAY 2020
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS J-U-B ENGINEERS, INC.
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
NOT FOR RECORDATION p2083767330 -www.jub.com
SHEET 4 OF 7
PLAT SHOWING
Pine 43 Subdivision No. 2
Notes
1. Lot 26 of Block 3, Lots 2 and 22 of Block 4, and Lots 2 and 19 of Block 5 are common lots
which shall be owned and maintained by the Pine 43 Subdivision Homeowner's Association.
2. Any re —subdivision of this plat shall comply with the applicable zoning regulations in effect at
the time of re —subdivision.
3. The development of this property shall be in compliance with the Meridian City Zoning Ordinance.
4. Minimum building setback lines shall be in accordance with the City of Meridian's Zoning
Ordinance at the time of issuance of the building permit. All lot, parcel, and tract sizes shall
meet dimensional standards as established in the City of Meridian's Zoning Ordinance.
5. Lots shall not be reduced in size without prior approval from the health authority and the City
of Meridian.
6. No additional domestic water supplies shall be installed beyond the water system approved in
the sanitary restriction release.
7. Reference is made to the public health letter on file with Ada County Recorder regarding
additional restrictions.
8. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest
established normal ground water elevation. In May, 2018 observation wells were advanced to
depth's greater than 16 feet below the surface. Groundwater was encountered in many
observation wells with minimum depth no less than 11 feet below the surface.
9. Maintenance of any irrigation and/or drainage pipes or ditches crossing a lot is the
responsibility of the lot owner unless unless such responsibility is assumed by an
irrigation/drainage entity or lot owners association.
10.This development recognizes Section 22-4503 of Idaho Code, Right to Form Act, which states,
"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
nonagricultural 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 an agricultural operation, agricultural facility or expansion thereof."
11.This development is subject to a Development Agreement, Instrument No.
12.This development is subject to ACHD License Agreement Instrument No.
13.This development will be subject to covenants, conditions, and restrictions (CC&Rs).
14.Direct Lot/Parcel Access to N. Locust Grove Road is prohibited.
Reference Documents
Subdivisions:
Pleasant Valley Subdivision, Little Creek Subdivision No. 1, Elliot Park
Subdivision, Paddington Subdivision & Pine 43 Subdivision No. 1.
Surveys:
ROS 3350. 3755, 6734, 10366, 10875. & 11291.
Deeds:
2017-106820, 2018-023492, 2018-023493 & 2019-037535.
Easements: 187785, —
Easement Notes
PLAT BOOK PAGE
1. Lot 26 of Block 3, Lots 2 and 22 of Block 4, and Lots 2 and 19 of Block 5 are hereby
designated as having a Utility Easement co —situated (i.e. blanket easement) with said lots.
2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the
land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation,
maintenance, operation, and use of public & private utilities, pressurized irrigation, sewer service,
cable television/data; appurtenances thereto; and lot drainage.
3. A Portion of Lot 26 of Block 3, and all of Lot 2 of Block 5 are servient to and contain the ACHD
storm water drainage system. These lots are encumbered by that certain First Amended Master
Perpetual Storm Water Drainage Easement recorded on November 10, 2015 as Instrument No.
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 ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the
operation and maintenance of the storm water drainage system.
4. No Utility Easement shown or designated hereon shall preclude the construction and maintenance
of hard —surfaced driveways, landscaping, parking, side & rear property line fences, or other such
nonpermanent improvements.
5. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
14 MAY 2020
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION
CJ-U-B'h
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.j ub.com
SHEET 5 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No. 2
Certificate of Owners
Know all people by these presents: that C&O Development, Inc., an Idaho corporation, does hereby certify that it is the owner of that real property to be known as Pine 43 Subdivision No. 2, and that it intends to include said real property, as described
below, in this plat:
That portion of the Northwest Quarter of Section 8, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows:
Commencing at the west quarter corner of Section 8, Township 3 North, Range 1 East, Boise Meridian, from which the northwest corner of said Section 8 bears North 00'26'22" East, 2,649.67 feet; Thence North 00'26'22" East, 1,096.38 feet along the west
line of said Section 8; Thence South 89'33'38" East, 54.62 feet deporting from said west line to the east right-of-way line of N. Locust Grove Road and the POINT OF BEGINNING;
Thence N 00'13'53" W. 83.B5 feet along said east right-of-way line;
Thence N 00'26'13" E, 305.22 feet continuing along said east right-of-way line;
Thence S 89'33'39" E, 454.52 feet departing from said east right-of-way line to the southwesterly boundary of Pleasant Valley Subdivision according to the official plat thereof filed in Book 12 of Plats at Page 665, Ada County Records;
Thence S 5525'16" E, 314.50 feet along said southwesterly boundary and the southwesterly boundary of Little Creek Subdivision No. 1 according to the official plot thereof filed in Book 117 of Plats at Pages 17804 through 17810, Ada County Records;
Thence S 65'20'40" E. 214.62 feet continuing along the southwesterly boundary of said Little Creek Subdivision No. 1 to the most northerly corner of the boundary of Pine 43 Subdivision No. 1 according to the official plot thereof filed in Book 116 of Plats
at Pages 17597 through 17604, Ada County Records;
Thence along the northwesterly boundary of said Pine 43 Subdivision No. 1 the following eleven (11)
courses:
Thence S 26'22'56" W, 115.98 feet;
Thence S 28'14'17" W, 47.01 feet;
Thence S 10'53'31" W, 79.88 feet;
Thence S 30'30'44" W. 105.98 feet;
Thence S 39"08'31" W. 20.00 feet to the beginning of a non -tangent curve;
Thence along said non -tangent curve to the right an arc length of 6.58 feet, having a radius of 451.50 feet, a central angle of 00'50'08", a chord bearing of S 50'26'24" E and a chord length of 6.58 feet;
Thence S 11'27'39" E, 7.38 feet;
Thence S 26'08'55" W, 15.61 feet;
Thence S 29'41'49" W. 26.24 feet;
Thence S 36"47'36" W, 26.24 feet;
Thence S 46"36'49" W, 45.75 feet to the northeasterly and northerly right-of-way line of E. State Avenue as described in that Warranty Deed to the Ada County Highway District recorded under Instrument No. 2019-037535, Ada County Records;
Thence along said northeasterly and northerly right-of-way line the following fourteen (14) courses:
Thence N 49'46'47" W. 49.77 feet;
Thence N 58'38'14" W. 141.25 feet to the beginning of a curve;
Thence along said curve to the right an arc length of 59.39 feet, having a radius of 141.50 feet, a central angle of 24'02'51", a chord bearing of N 4636'49" W and a chord length of 58.95 feet;
Thence N 34'35'24" W. 41.97 feet to the beginning of a curve;
Thence along said curve to the left an arc length of 196.95 feet, having a radius of 276.50 feet, a central angle of 4W46'45", a chord bearing of N 54'59'46" W and a chord length of 192.82 feet;
Thence S 68'10'22" W, 20.23 feet;
Thence N 7W53'19" W. 15.17 feet;
Thence N 41'16*36" W. 18.91 feet;
Thence N 00'00'01 " W. 13.07 feet;
Thence S 89'59'59" W, 47.00 feet;
Thence S 44'59'59" W, 28.28 feet;
Thence S 89'59'59" W, 165.39 feet;
Thence N 45'06'57" W, 28.34 feet;
Thence S 89'46'07" W, 11.00 feet to the POINT OF BEGINNING.
The above -described parcel contains 8.69 acres, more or less.
The public streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for
any other purposes designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the lots within this subdivision are eligible to receive water service from the City of
Meridian, and the City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Settlers Irrigation District, in compliance with Idaho Code 31-3805(l)(b). Lots within this subdivision will be entitled to
irrigation water rights, and will be obligated for assessments from Settlers Irrigation District.
In witness whereof, I have hereunto set my hand:
Dennis M. Baker, President
C&O Development, Inc.
Acknowledgment
State of Idaho )
County of Ada j as.
On this day of , in the year 20-, before me, a
Notary Public in and for the State of Idaho, personally appeared Dennis M.
Baker, known or identified to me to be President of C&O Development, Inc.,
that executed the within instrument and acknowledged to me that C&O
Development, Inc. executed the same.
Notary public for Idaho
My commission expires_
Certificate of Surveyor
I, Robert L. Kazarinoff, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Pine 43 Subdivision No. 2, as described in the Certificate of
Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho
Code relating to plots and surveys. I
Robert L. Kazarinoff, PLS 16642
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS V 11{Y1J{'
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION 14 MAY 2020
CJUB
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 837OM944
p 208 376 7330 w www.jub.com
SHEET 6 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No. 2
Approval of Central District Health Certificate of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that
to the letter to be read on file with the County Recorder or his agent listing the conditions of I have checked this plat and find that it complies with the State of Idaho Code relating to plats
approval. Sanitary restrictions may be re —imposed, in accordance with Section 50-1326, Idaho and surveys.
Code, by the issuance of a certificate of disapproval.
Central District Health
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. .. . _.. ... 20_.
Commission President
Ado County Highway District
Ada County Surveyor
Certificate of County Treasurer
Date
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per
requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent
county property taxes for the property included in this proposed subdivision have been paid in full.
This certificate is valid for the next thirty (30) days only.
Ada County Treasurer Date
County Recorder's Certificate
Approval of Meridian City Engineer State of Idaho
I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby County of Ada sa. Instrument No.
approve this plat.
Meridian City Engineer
Date
Approval of Meridian City Council
I. the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby certify
that at regular meeting of the City Council held on the day of this
plat was duly accepted and approved.
Meridian City Clerk
I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at
__minutes post o'clock—.M.,
this —__day of
in my office, and was recorded in
Book of Plats at Pages ___ through
Fee:
Deputy
14 MAY 2020
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION
Ex—Officio Recorder
(FJ-U-B
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 8370M944
p 208 376 7330 w www.jub.com
SHEET 7 OF 7