CC - Final Plat_2018-02-12CP&F No.
107153515
[5291 ]
W 1/1 6th PLAT SHOWING
S89°07'24"E 1327.87' CP&F No.
108106004
[8961 ] Fall Creek Meadows Subdivision No. 2
N I V)V Situated in the Northwest Quarter of
N a
`°'�'° Section 24, Township 3 North, Range 1 West, Boise Meridian,
0
Point of Beginning bb I o °�ed��`s�
S7,• , N r s''b City of Meridian Ada County Idaho
N18'S7'18"E
19o4"E 288
Direction
1
S8T56'18"E 464.66' 2018 •
L1
99.36
76
L2
S49'00' 15"W
103.64'
Block 5
[11118]
L4
L15 34
[4998]
On
�N.
N51'30'19"W
8.38'
33
NO3°45'28"W
14.58'
L14
32 30
31
29 28 27 26 25 Block 5 %., ,yea
L8
L1 3
50.00'
24
NO3'17'51 "E
L12
L10
\Pe
72.61'
N 19'03'09 "E
w E/; -
_ -- ---� �' 0
L12
Block 4
_ _ _
S Dr.8
_
j 500 1,000
qET109.40
/ 9
10--
23 •�, A+ Scale in Feet
6J
HEE
LO CO 0-)�
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Cn
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I
I
I
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I
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CP&F No.
23P
18009553
[ 11334]
11
/A(7,5-58, 55" 12 13 14
2
10 W
ll� .64' I IV 77.18,54"
301.84,
L11 L10
L8
L7 C3
e� 1 20
C'o
Block 5 os�q
2
L5
L4
3
\ A
0.
37�
0
ee`' 1
V9
A
0
4C
N
Line Table — This Sheet Only
Line #
Direction
Length
L1
S45'51'201"W
94.20'
L2
S49'00' 15"W
103.64'
L3
N30'38'10"W
52.24'
L4
N48'54'23"E
32.96'
L5
N51'30'19"W
8.38'
L6
NO3°45'28"W
14.58'
L7
N80'27'04"E
14.01'
L8
N37'38'54"E
50.00'
L9
NO3'17'51 "E
75.07'
L10
N70°22'30"W
72.61'
L11
N89'09'01 "W
79.30'
L12
N62'26'53"E
14.51'
L13
S75' 15'10 "E
3.92'
L14
N 14'34'04"E
50.00'
L15
N27'41'30"W
27.52'
L16
N00'46'27"E
29.82'
SHEET 4
5
Key Map
Elivs-0•►
PAGE
0
100 200
3
Radius
Delta
Scale in Feet
Legend
C1
148.59'
- Subdivision Boundary Line
8°46'37"
- Lot Line
- - -
- Section Line
- -
- Center Line
10'27'27"
- Right-of-way Line
77.83'
- Adjacent Property Line
• • • •
- Match Line
-----------------
- Tie Line
----------------
- Utility Easement Line
— - - - -
— - Sidewalk Easement Line
-
Section Corner
-
Quarter -Section Corner
-
Found Brass Cap
O -
Found 5/8" Rebar, Plastic Cap Marked
"JUB 11334", Unless Otherwise Noted
0 -
Found 1/2" Rebar, Plastic Cap Marked
"JUB 11334", Unless Otherwise Noted
0 -
Found 5/8" Rebar, Added
Plastic Cap Marked "JUB 11334"
• -
Set 1/2"x24" Rebar, with
Plastic Cap Marked "JUB 11334"
O -
Set 5/8"x24" Rebar, with
Plastic Cap Marked "JUB 11334"
-
Point Not Set or Found
C# -
Curve Number (Typical)
L# -
Course Number (Typical)
# -
Lot Number (Typical)
[####] -
PLS Number Found on Monument
Curve Table — This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C1
148.59'
970.00'
8°46'37"
N35'01'06"W
148.45'
C2
77.94'
427.00'
10'27'27"
N35°51'54"W
77.83'
C3
12.54'
775.00'
0'55'36"
S52'48'55"E
12.54'
See Sheet 7 for Notes & Easements.
,rim ■
7=000�
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
JUB Project No. 10-17-106
SHEET 1 OF 9
PLAT SHOWING
Fall Creek Meadows Subdivision No. 2
I
I
N � M
770 19'04 "w S87. 10 .
_N
-- pp, 288. �6, 56 18 E 464.66' n N
/75 00j, L16 ,----- 66.21'-------- ----- ---
/ X50• --__ __ �-10' i , _5�—
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2 32 N o
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j N 30 (D29 �, w
Co N rn W W to
/ 31 ®
J ---it J j j Existing ACHD W
cn sidewalk Easement, I I I
See Easement
Note 6 io .
I95.83, 66.4p'' °° Co 0)00jj I I
t ---__--------L1_ i I ;________J
35.83, C8 _ _ _� L----- _
_
C10 _ - - C13- 37.20'
�
w EI C76 N86"57' 12"E '
83' Elias �- -
Dr• C11 N86'57'12"E
?5'_00 - - - - --- OO -- -
160.37'
l N77.18,
*34 "W
/ 301.84
i
PLAT SHOWING
Fall Creek Meadows Subdivision No. 2
N ! M
N �
v'v
t s
S87°56' 18"E 464.66'
_ 78.27' --__-_ - 7_5.80'
-- 75.71' _ 78.47' • - -
i - ----------
r-------------- --
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Its --10 Z 5 _ .j i�-10' �? I I o
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15.02' I 1--L�--- L �"�----- 1 �� Scale in Feet
I I �---- � I
`----- _ _ C20
75.09' - - 33°06' C15 v .,6
N86°57' 12"E 160.37' C18
J_ N86'57'129*E 160.37-o_ _ __*' cj6
• W. Elias Dr. y 0
I N86°57' 12"E 160.37' �
\ X22 '
mss, ���
5.51 I I
__ i 23
`\ AO
- r i �------------------ I l ((Y'i Existing ACRD
sidewalk Easement,
5
I— -10 16 --i i i See Easement N0 \�
►� s'�I / i Note 6
(01
I �
1 15 170.
r7 n i I G`L�`• S82°47'50"E---_��(
jI 162.51 = __ _ Q��°
co I I I t
•I
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It\ I r7--------127.79'---------, I 50, �I 22 0,
o in 16, --moi I j' 4K
o 25 25'
I s I I •
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01 i to i r-- -S8 °47,50"E---L�_J
Lfi1 16
I ^ I Existing ACHD I I� O I---16'
5�� 10, sidewalk Easement, �j� O I 1 i 0)
See Easement Note i I C)
J 6 I pp Co I 10'
Zt w
L ----N89'09'01 "W --------- I "� vt rn N �lI 21 i iv O
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I T I I o I i L
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LO i� I �o LO � � o ---S82
0 0 °47'50 _C �_
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V) I I Sheet 3
Col .
'---- ---N89°09'01 "W---------- L61(0 Sheet 4
20 I 't
\\ -� _�------134.21'------------I 1
I
I
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See Sheet 1 for Legend.
See Sheet 6 for Line & Curve Table.
See Sheet 7 for Notes & Easements.
PLAT BOOK
0 500 1,000
Scale in Feet
(rim 0
J -U -R ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
\V
Key Map
J
SHEET 3 OF 9
L8
L7 C3
N, tih
Y�
YIN\
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1XV
i
o�h Block 5
2
L6/01
'
1
L5
L4 Is,
'<
/ < <i
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[11118]
I Sheet 4
I Sheet 5
I
I
PLAT SHOWING
0
Fall Creek Meadows Subdivision No. 2
IL__ I _O
S82.47'rz,,,, . ii
l I
Sheet 3 '
Sheet 4 ---- . i. • .{l .
_ I
-N89 09 01 W--------- I
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�- I 50' I t--16' 19
ll 1
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s' C27
1o. - - -_S
�o - I 82-47#%
F
O®
Block
I 1 g 4 �����''� / vim/®� %� Block
"D
Existing ACHD � ' VM Existing ACHD 18
\ sidewalk Easement, /' / sidewalk Easement,
`\ See Easement �' i See Easement
\ �\ Note 6 ,� i �,Note 6
`O '' Q�`L �'� � Vii-`S76'O6'4j"E
r N 1 '' 99 • ,tib
, 17
06 76*06$47b
�� SS ,\��' /'�. E 171.,
3r 2 30 14 "E g s.
28.76'15
\ S \ \
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5
16 �\\ \ � � \\\ • 11 Q6
66 9182,
562
17
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o-
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See
Sheet 1
for
Legend.
See
Sheet 6
for
Line & Curve Table.
See
/
for
Notes & Easements.
/
/
/
/
/
/
/
I Sheet 4
I Sheet 5
I
I
PLAT SHOWING
0
Fall Creek Meadows Subdivision No. 2
IL__ I _O
S82.47'rz,,,, . ii
l I
Sheet 3 '
Sheet 4 ---- . i. • .{l .
_ I
-N89 09 01 W--------- I
-LO
'
0 r_ 20
` 34.2°Do-Tr oo
i
a� 1
,\ I v to
N L---'S82•47'r
1 I
----o 0 133.7;18 I 0 �I �co to 0
�'1C� in
Ico
I
1
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�- I 50' I t--16' 19
ll 1
-IV7g•26'41 "W 25' 25' I8.
s' C27
1o. - - -_S
�o - I 82-47#%
F
O®
Block
I 1 g 4 �����''� / vim/®� %� Block
"D
Existing ACHD � ' VM Existing ACHD 18
\ sidewalk Easement, /' / sidewalk Easement,
`\ See Easement �' i See Easement
\ �\ Note 6 ,� i �,Note 6
`O '' Q�`L �'� � Vii-`S76'O6'4j"E
r N 1 '' 99 • ,tib
, 17
06 76*06$47b
�� SS ,\��' /'�. E 171.,
3r 2 30 14 "E g s.
28.76'15
\ S \ \
\ \�p
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15 \ ,o 6ilk�
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5 s \ 0. > 2
01.
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14
5
16 �\\ \ � � \\\ • 11 Q6
66 9182,
562
17
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See
Sheet 1
for
Legend.
See
Sheet 6
for
Line & Curve Table.
See
Sheet 7
for
Notes & Easements.
Sheet 3
Sheet 4
M
0)
P%-
0
\0
N
LO
O
Z
PLAT BOOK
0 40 80
Scale in Feet
/ •s
0 500 1,000
0016��
Scale in Feet
PAGE
\IV
Key Map
31
rs
0 N 14
OF
S • ®yam
J -U -B ENGINEERS, INC. cygEL
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 4 OF 9
PLAT SHOWING
Fall Creek Meadows Subdivision No. 2
PLAT BOOK
PAGE
I
10'---
SHEET 2
SHEET 3
0 500 1,000
Scale in Feet
SHEET 4
N6 1g1 �� • ' ; a)
01
1 �0 40 80 SHEET 5 13
Scale in Feet
Key Map
�- N
\ / s OR p�
Sheet 4 \ / ,�- ,-' \` \ \� �6 Z
Sheet 5 • \ Block 5 �� •$' 12
\ Existing ACHD \�\ ni j
sidewalk Easement, � \gyp 0 I
\ See Easement I OI
�• tS� Nola -'6' l I 10'--�
� - 1 I �
o min
120° $ 1 'n d , '�
i� v , v 1 L ---------- S89.09'01 "E---U----j
U U ------------ 133.87------ ---
/ Existing ACRD I
\ / /
sidewalk Easement, I
See Easement
Note 6
61 • / IN
\ v /
\ 8 +o�`; o2 U C66
O� \ �10
0 C68 ^�' 572-48'S /i h
\ U 55'
s i UI t
\ / — /
1
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N
\ \ 01)
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\ F \
ON COs / /O
\ \\\\ Block 5\\\\\ 10
9
/
/
\ \ v
1O
CJ JB
\ 6 �°�� J -U -B ENGINEERS, INC.
• C See Sheet 1 for Legend.
See Sheet 6 for Line & Curve Table. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
See Sheet 7 for Notes & Easements. p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 5 OF 9
PLAT SHOWING
10 Fall Creek Meadows Subdivision No. 2
Curve Table
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C1
148.59'
970.00'
8'46'37"
N35'01'06"W
148.45'
C2
77.94'
427.00'
10'27'27"
N35'51'54"W
77.83'
C2
77.94'
427.00'
10'27'27"
N35'51'54"W
77.83'
C3
12.54'
775.00'
0'55'36"
S52'48'55"E
12.54'
C4
18.84'
575.00'
1'52'38"
S76'22'1 5"E
18.84'
C4
18.84'
575.00'
1'52'38"
S76'22'15"E
18.84'
C5
20.48'
625.00'
1'52'38"
S76'22' 15"E
20.48'
C5
20.48'
625.00'
1'52'38"
576'22'15"E
20.48'
C6
8.60'
775.00'
0'38'08"
S77'37'38"E
8.60'
C7
66.01'
825.00'
4'35'03"
S79'36'05"E
65.99'
C8
89.92'
775.00'
6'38'51 "
S81'1 6'07"E
89.87'
C9
73.25'
825.00'
5'05' 14"
S84'26' 1 YE
73.22'
C10
76.41'
775.00'
5'38'56"
S87'25'01 "E
76.38'
C11
219.73'
800.00'
15°44'14"
S85'10'41"E
219.04'
C12
74.27'
825.00'
5'09'28"
S89'33'34"E
74.24'
C13
37.95'
775.00'
2'48'19"
N88'21'22"E
37.94'
C14
13.08'
825.00'
0'54'30"
N87'24'27"E
13.08'
C15
27.63'
75.00'
21'06'17"
N82'29'40"W
27.47'
C16
63.50'
50.00'
72'45'45"
N56'39'56"W
59.32'
C17
40.97'
25.00'
93'53'47"
N46'05'55"W
36.54'
C18
15.67'
20.00'
44'53'37"
N85'36'40"E
15.27'
C19
18.44'
50.00'
21'08'02"
N09'43'02"W
18.34'
C20
57.72'
55.00'
60'07'27"
N86'46'25"W
55.10'
C21
81.94'
50.00'
9353'47"
N46'05'55"W
73.07'
C22
40.94'
55.00'
42'38'51"
N35'23'1 6"W
40.00'
C23
69.54'
55.00'
72'26'35"
N22'09'27"E
65.00'
C24
6.89'
55.00'
7'10'26"
N61'57'57"E
6.88'
C25
175.08'
55.00'
182'23'18"
N25'38'29"W
109.98'
C26
22.59'
20.00'
64!42'11 "
S33' 12'04"W
21.40'
C27
3.90'
125.00'
1'47'12"
N01'44'35"E
3.90'
C28
68.89'
75.00'
52'37'29"
N27'09'43"E
66.49'
C29
91.85'
100.00'
52'37'29"
N27'09'43"E
88.65'
C30
73.88'
125.00'
33'51'44"
N19'34'03"E
72.81'
C31
16.77'
125.00'
7'41'07"
N40'20'29"E
16.75'
C32
20.27'
125.00'
9°17'26"
N48'49'45"E
20.25'
C33
114.81'
125.00'
52'37'29"
N27'09'43"E
110.82'
C34
70.52'
825.00'
4'53'51 "
N49'54'1 1 "W
70.50'
C35
66.24'
775.00'
4'53'51 "
N49'54' 11 "W
66.22'
C36
68.38'
800.00'
4'53'51 "
N49'54'1 1 "W
68.36'
C37
14.53'
325.00'
2'33'43"
N46'1 0'24"W
14.53'
Curve Table
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C38
11.64'
275.00'
2'25'33"
N46'14'30"W
11.64'
C39
28.16'
300.00'
5'22'40"
1\144'45'56"W
28.15'
C40
14.17'
275.00'
2'57'07"
N43'33'10"W
14.17'
C41
30.50'
325.00'
5'22'40"
N44'45'56"W
30.49'
C42
15.97'
325.00'
2'48'57"
N43'29'05"W
15.97'
C43
25.81'
275.00'
5'22'40"
S44°45'56"E
25.80'
C44
54.31'
1025.00'
3'02'08"
N40'33'32"W
54.30'
C45
96.89'
1000.00'
5'33'04"
N39'18'04"W
96.85'
C46
68.89'
975.00'
4'02'54"
N40'03'09"W
68.88'
C47
87.07'
975.00'
5'07'00"
N35'28'12"W
87.04'
C48
87.07'
975.00'
5'07'00"
N30'21'1 1"W
87.04'
C49
311.59'
1000.00'
17'51'11"
N27'35'57"W
310.33'
C50
87.07'
975.00'
5'06'59"
N25' 14'11 "W
87.04'
C51
408.48'
1000.00'
23'24'15"
N30'22'29"W
405.64'
C52
398.27'
975.00'
23'24'15"
N30'22'29"W
395.50'
C53
110.59'
1025.00'
6'10'55"
N30'55'08"W
110.54'
C54
73.58'
1025.00'
4'06'47"
N25'46' 17"W
73.56'
C55
274.38'
1025.00'
15'20'14"
N26'20'29"W
273.56'
C56
72.37'
1025.00'
4'02'43"
N21'41'32"W
72.36'
C57
68.16'
975.00'
4'00'20"
N20°40'32"W
68.15'
C58
6.94'
75.00'
5'18'08"
N16*01'18"W
6.94'
C59
17.83'
1025.00'
0'59'49"
N19'10'16"W
17.83'
C60
53.30'
125.00'
24'25'55"
N06'27'24"W
52.90'
C61
57.71'
75.00'
44'05'14"
N08'40'23"E
56.30'
C62
86.20'
100.00'
49'23'21 "
N06'01'1 9"E
83.56'
C63
54.45'
125.00'
24'57'27"
N18'14'17"E
54.02'
C64
107.75'
125.00'
49'23'21 "
N06'01' 19"E
104.45'
C65
64.65'
75.00'
49'23'21 "
N06'01'1 9"E
62.67'
C66
5.82'
20.00'
16'41'02"
S22'22'29"W
5.80'
C67
18.55'
20.00'
53'07'48"
N57'16'54"E
17.89'
C68
12.72'
20.00'
36'26'46"
SO4'11'25"E
12.51'
C69
18.55'
20.00'
53'07'48"
SO4'09'06"W
17.89'
C70
155.09'
55.00'
161'33'42"
S03'03'58"W
108.58'
C71
58.78'
55.00'
61'14'02"
N71°40'06"E
56.02'
C72
60.92'
55.00'
63'27'54"
N09'1 9'08"E
57.85'
C73
274.79'
55.00'
286' 15'37"
S59'1 7'00"E
66.00'
C74
19.66'
600.00'
1'52'38"
S76'22' 15"E
19.66'
C75
226.60'
825.00'
15'44'14"
S85'10'41"E
225.89'
C76
212.87'
775.00'
1 15'44'14"
1 S85'10'41"E
212.20'
See Sheet 1 for Legend.
See Sheet 7 for Notes & Easements.
PLAT BOOK PAGE
Line Table
Line #
Direction
Length
L1
S45'51'20"W
94.20'
12
S49'00'15"W
103.64'
L3
N30-38'1 O -W
52.24'
L4
N48'54'23"E
32.96'
L5
N51'30'19"W
8.38'
L6
NO3'45'28"W
14.58'
L7
N80'27'04"E
14.01'
L8
N37'38'54"E
50.00'
L9
NO3' 17'51 "E
75.07'
L10
N70'22'30"W
72.61'
L11
N89'09'01 "W
79.30'
L12
N62'26'53"E
14.51'
L13
S75' 15'1 0"E
3.92'
L14
N14'34'04"E
50.00'
L15
N27'41'30"W
27.52'
L16
N00'46'27"E
29.82'
L17
N30'43'00"E
13.17'
L18
N30'43'00"E
13.17'
L19
S58'5 1'54"W
22.74'
L20
N67'57'28"W
14.07'
L21
S30'44'13"W
22.89'
L22
S69'42'57'W
17.49'
■ ■ C- M
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S. 0y�
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 6 OF 9
PLAT SHOWING
Fall Creek Meadows Subdivision No. 2
Notes
1. Lots 8, 17, and 27 of Block 5 are owned and maintained by Fall Creek Subdivision Homeowner's
Association.
2. The owner has provided irrigation water to each lot through a pressurized irrigation system to be owned
and maintained by Nampa & Meridian Irrigation District. All lots in this subdivision will be subject to
assessments by the Nampa & Meridain Irrigation District.
3. Any re -subdivision of this plat shall comply with the applicable zoning regulations in effect at the time
of the re—subdivision.
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the
applicable zoning regulations of the City of Meridian, Idaho.
5. This Development is subject to a Development Agreement Instrument No. 114030972.
6. Lots shall not be reduced in size without prior approval from the Health Authority.
7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary
restriction release.
8. Reference is made to the public health letter on file with Ada County Recorder regarding additional
restrictions.
9. This development recognizes Section 22-4503 of Idaho Code, Right to Farm 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."
10. This development is subject to ACHD License Agreement Instrument No. N
11. Per the City of Meridian, bottom elevation of structural footings shall be set a minimum of 12—inches
above the highest established normal ground water elevation. On March 21, 2012, MT&I excavated 16 test
pits to depths between 7 and 16 feet and encountered ground water in one hole at 14.3 feet deep.
12. Direct access to S. Linder Road is prohibited.
Reference Documents
Subdivisions:
Fall Creek Subdivision No.
1 (Book
107 of Plats
at Pages
14780 through
14782).
Fall Creek Subdivision No.
2 (Book
109 of Plats
at Pages
15465 through
15467).
Fall Creek Subdivision No.
4 (Book
113 of Plats
at Pages
16528 through
16535).
Fall Creek Meadows Subdivision No.
1 (Book
of Plats
at Pages _a—
through ).
Surveys:
ROS's 5672, 5800, 6726,
and 9666
Deeds:
2016-107398, &
_(S.
Linder Road Dedication)
Easements: 107167638, 113108959, 2017-076326.
PLAT BOOK
PAGE
Easement Notes
1. Lots 8, 17, and Lot 27 of Block 5 are hereby designated as having a Utility Easement and a
Pressure Irrigation Easement co—situated with said lots (i.e. blanket easement).
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 and private utilities, sewer service, cable
television/data; appurtenances thereto; and lot drainage.
3. All Pressure Irrigation 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 unto the
Fall Creek Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation,
access to, and use of pressurized & gravity irrigation; transportation of water; and appurtenances
thereto.
4. All Irrigation 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 unto Fall Creek
Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to,
and use of drainage & irrigation; transportation of water; and appurtenances thereto.
5. A portion of Lot 8 of Block 5 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 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 ACHD pursuant to
section 40-2302 Idaho code. The Master Easement is for the operation and maintenance of the
storm water drainage system.
6. See Instrument Number _ for existing ACHD Right—of—Way Easements.
7. See Instrument Numbers 107167638 and 113108959 for Existing Sewer and Water Easements.
8. No Utility or Pressure Irrigation Easement created hereon shall preclude the construction and
maintenance of hard—surfaced driveways, landscaping, parking, or other such nonpermanent
improvements.
9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
,rim ■
ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 7 OF 9
PLAT SHOWING PLAT BOOK PAGE
Fall Creek Meadows Subdivision No. 2
Certificate of Owners
Know
all people by these presents: that Toll ID I LLC, an Idaho limited liability company,
does hereby certify that they are the owner of that real property to be known as Fall Creek Meadows Subdivision No. 2, and that it intends to include said real property,
as described below, in this plat:
A parcel of land situated in the northwest quarter of Section 24, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows:
Commencing
at the
northwest corner of northwest quarter (northwest section corner) of Section
24, Township 3 North, Range 1 West, Boise Meridian which bears N00'41'25"E, 2650.74 feet from the southwest corner of the northwest quarter (west quarter–section corner) of Section 24;
Thence
S89'07'24"E,
1327.87 feet along the north line of the northwest quarter to the northeast
corner of the west half of the northwest quarter (west sixteenth–section corner);
Thence
S00'46'27"W,
1088.34 feet along the east line of the west half of the northwest quarter
and the west boundary of Sagewood Subdivision (Book 110 of Plats at Pages 15846 through 15848, records of Ada County, Idaho) to southwest corner of Sagewood Subdivision and the
northwest corner of
Parcel IV (Grant Deed Instrument No. 2016-107398, records of Ada County,
Idaho), the POINT OF BEGINNING:
Thence
S8756'1 8"E,
464.66 feet along the boundary of Sagewood Subdivision and Parcel IV;
Thence
522'3855"E,
241.95 feet along the boundary of Parcel IV;
Thence
S45'51'20"W,
94.20 feet along the boundary of Parcel IV;
Thence
S00'51'20"W,
793.33 feet along the boundary of Parcel IV;
Thence
S17'11'24"W,
222.58 feet along the boundary of Parcel IV;
Thence
S49'00'15"W,
103.64 feet along the boundary of Parcel IV to the boundary of Fall Creek
Subdivision No. 1 (Book 107 of Plats at Pages 14780 through 14782, records of Ada County, Idaho);
Thence
148.59 feet
on a non–tangent curve to the right, concave northeasterly, having a radius
of 970.00 feet, a central angle of 84637", a chord bearing of N35'01'06"W, and a chord length of 148.45 feet, along the boundary of Fall Creek Subdivision No. 1 and Parcel IV;
Thence
N30'37'47"W,
510.26 feet along the boundary of Fall Creek Subdivision No. 1 and Parcel
IV to the east–most corner of Fall Creek Subdivision No. 4 (Book 113 of Plats at Pages 16528 through 16535, records of Ada County, Idaho);
Thence
N30'38'10"W,
52.24 feet along the boundary of Fall Creek Subdivision No. 4;
Thence
77.94 feet on
a curve to the left, having a radius of 427.00 feet, a central angle of 10'27'27", a chord bearing of N35'51'54"W, and a chord length of 77.83 feet, along the boundary of Fall Creek Subdivision No. 4 to the south–most corner of Fall Creek Meadows Subdivision
No. 1 (Book
of Plats at Pages through , records of Ada County, Idaho);
Thence
N48'54'23"E,
32.96 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N51'30'19"W,
8.38 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N0345'28"W,
14.58 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N34!55'1 3"E,
114.29 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N80'27'04"E,
14.01 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
12.54 feet on
a non–tangent curve to the right, concave southwesterly, having a radius
of 775.00 feet, a central angle of 0'55'36", a chord bearing of S52'48'55"E, and a chord length of 12.54 feet, along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N37'38'54"E,
50.00 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N47'28'09"E,
158.86 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
NO3'17'51"E,
75.07 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N70'22'30"W,
72.61 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N89'09'01"W,
79.30 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N77'18'34"W,
301.84 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N75'58'55"W,
102.64 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N19'03'09"E,
109.40 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N62'2653"E,
14.51 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
S75'15'10"E,
3.92 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N14'34'04"E,
50.00 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N27'41'30"W,
27.52 feet along the boundary of Fall Creek Meadows Subdivision No. 1;
Thence
N18*57'18"E,
99.36 feet along the boundary of Fall Creek Meadows Subdivision No. 1 to
the boundary of Parcel V (Grant Deed Instrument No. 2016-107398, records of Ada County, Idaho);
Thence
S77'19'04"E,
288.76 feet along the boundary of Parcel V to the aforementioned east line of the west half of the northwest quarter;
Thence
N00'4627"E,
29.82 feet along the east line of the west half of the northwest quarter to
the POINT OF BEGINNING.
The above–described parcel contains 14.81 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 City of
Meridian, and City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Nampa & Meridian Irrigation District, in compliance with Idaho Code 31-3805(1)(b). Lots within this subdivision will be
entitled to irrigation water rights, and will be obligated for assessments from Nampa & Meridian Irrigation District.
In witness whereof:
I have hereunto set my hand
Thomas Coleman, Division President
Toll ID I LLC
Acknowledgment
State of Idaho
County of Ada 5
ss.
On this _day of _, in the year 20—_, before me, a
Notary Public in and for the State of __.r, personally appeared
Thomas Coleman, known or identified to me to be a Division President of
Toll ID I LLC, that executed the within instrument and acknowledged to me
that Toll ID I LLC executed the same.
Notary public for Idaho
My commission expires _
Certificate of Surveyor
I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Fall Creek Meadows 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 plats and surveys. �.
Michael
1rJE ■
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 8 OF 9
PLAT SHOWING
Fall Creek Meadows Subdivision No. 2
Approval of Central District Health Departmen1l
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according
to the letter to be read on file with the County Recorder or his agent listing the 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.
Central District Health Department Date
PACE
Certificate of County Surveyor
I, the undersigned, County 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.
Ada County Surveyor
Date
Approval of Ada County Highway District Certificate of County Treasurer
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per
The foregoing plat was accepted and approved by the Board of Ada County Highway District requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent
Commissioners on the —day of— 20 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.
Commission President
Ada County Highway District
Approval of Meridian City Engineer
I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby
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
Ada County Treasurer Date
County Recorder's Certificate
State of Idaho
County of Ada ss. Instrument No.
I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at
minutes past —o'clock_—.M.,
this day of in my office, and was recorded in
Book of Plats at Pages through
Fee:
Deputy Ex—Officio Recorder
(rim 0
7=000�
J -U-6 ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208323 9336 w www.jub.com
SHEET 9 OF 9