CC - Final Plat PLAT SHOWING CW1/16 PLAT BOOK PAGE
Tree Farm Subdivision No. 1 [8022]
Situated in the West half of the Southwest Quarter of UJ
Section 22, Township 4 North, Range 1 West, Boise Meridian,
City of Meridian, Ada County, Idaho. M ,
2 0 1 7 S89 29 11 E
Zi
R
L1-2 130.51 ' L1L14
. I
. .�
J 0)12 11 9 0 120 240
e L11 8
L10 Hih- —laTFall r. Scale in Feet
.
h e � 7
2 Legend
Block 2
Unplatted ( -
6 - Subdivision Boundary Line
Key Mab
.Scale 1" _ 500' 3 ' - Lot Line
- - - Section Line
> - - - Center Line
5
N 4 �,' -- - - Right-of-way Line
Adjacent Property Line
Line Table - This Sheet O . .
W 5 �� - Match Line
Line # Direction Length p) 4 --- -- -- - Utility Easement Line
OTHER Easement Line
L1 N21'03'55"E 105.00 O Block 3
- OTHER Easement Line
L2 N66°42'07"W 59.70' S89054'11 "E M 6
co O 3 - Section Corner, Aluminum Cap
L3 S65'06'21"E 18.47' 245.50' •_J L�
Z ► - Quarter-Section Corner, Aluminum Cap
L4 N65'06'21"W 26.59' � 7 i
V 2 0 - Found. 1/2" Rebar
L5 N50'17'04"E 37.00' I
n L7 O - Found 5/8" Rebar
L6 Soo'30'49"W 24.51' .p L8 8 1 1 CD - Found Right-Of-Way Marker
L7 S79.25'19"E 37.00' , 12 �_�now Cherry St. > • - Set 1/2"x24" Rebar, with
" - ° Z Plastic Cap Marked "JUB 11779"
L8 S89'29 11 E 139.48 C3 9 27 � CD C pO - Set 5/8"x24" Rebar, with
L9 N11'38'19V 44.07' L5 N C'° Plastic Cap Marked "JUB 11779"
L10 " ,<v 11 1 I d= L- : p Set 1-3 16" Bernt'sen BP Cap with Magnet
N7s 21 41 E 24.17 PV ' 26 } a� Marked J-U-B 11779"
L11 N11'38'19"W 37.00' 00 _ 10 cn cn A - Point Not Set or Found
L12 N80'55'24"E 87.46' Block 5 ' w_Gr_�S�/re 25 C# - Curve Number (Typical)
L13 S00'30'49"W 15.24' ��/ +� 20 21 0-�-r.�- - p) L# = Course Number (Typical)
14-
L14 S89'29'11"E 135.00' 22 Q, # Lot Number (Typical)
44 0 17 24 co [####] - PLS Number found on Monument
N24'53'39"E
y/ 18 O
Curve Table - This Sheet 136.50 3 1 �� i 16 19 20 21 to
Curve # Length Radius Delta Chord Bearing Chord Length 2/ 23
2 �
C1 421.36' 841.73' 28'40'54" S87'36'19"W 416.97' St r 15
C2 135.29' 850.00' 9'07'09" N73'29'39"W 135.14' 1% O O1 / 14 Block 1 11
O
C3 15.76' 26.50' 34'04'08" N22'40'52"W 15.53' •ham h N' 13 12 10 ���� LAxST
NQ
C4 199.35' 2035.50' 5'36'41" N08'27'09"W 199.27' C_'V Block 6 W
C5 1 0' 10*03'52" S05'3245W 84.47' 4 3 ' St�a�H 0
84.58 4 8 .5 ' " 2 0�� � 9 11779
N6 r0?.p . 1 2 �o�9rF of
S 06, / 3 4 8 y M. Mc�P
1 5 6 7
1
�lpClCfhot 1 Point of Beginning
- � n Dr:
C2
N7263,21 , Block 7 w
8'03 14„W 1 C1
Puma Subdivision
o I o Unplatted
MIN
Ol ^ • ■
Z (rJ
21 22
_ _ _ 1323.62 1323.62 22 J-U-6 ENGINEERS, INC.
28 27 S89'17'18"E 2647.24' 250 South Beechwood Avenue,Suite 201,Boise, ID 83709-0944
Basis of Bearing 27 p 208 376 7330 f 208 323 9336 w wwwJub.com
JUB Project No. ---- SHEET 1 OF 8
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 1
Unplatted
„ S89'29'11 "E 130.51 ' I r
N80r 55 24 E
_ 90.51' 40.00'
87.46 - "' ► -'
S89 29 f 11 19E
1 1
r- i 1
1 1 I r-----------135.00 -------
,
1' z I "o i
o hee 0 40 80
con M o 9
Z �1 N M O ao 100
oo. .p. ) 11 IR COMMON cn �
- 12 0uo! as 1* LOT 1 eet 4 Scale In Feet
t-aV a?� it � M L------------S89'29'11"E-----1 �
.. o
I, z i-------
-------135.00'-------
11---� Key Map
olo ; Scale 1" _ 500'
C22 C24 1 0 00
�17 C10
L16
• W. Highland Fall Dr. -----------S89'29'11"E----------�
cto
C27 L21 �, �\ r------------135.00--------------
VZO
u!
S89'40'43"W \ i!
LA --------------131.51'----------
1---10, , O
CA Existing ACHD 11 r I'_'13 7 i 0 O
..+ J Right-of-Way y �} 100
cU 1 Easement, See 1 i N
0 Easement Note 7 1 N O 1
`L o0 2 ' a'• 'n
I 1
i L-----
� . � ----S89'29'11"E------� --� � �
13'-;-►I I
10 r------------ ----Tl
1 136.50'---- T I--1 � z°
-----------N89'29'11"W---------i i i oin i o
-------------131.500------------, 1 . , c •-
Un tatted I i I 3 •`�
p I o! I Block 2 1 b
I , oil 6 io cn�
0 10
37 c01 100 N
63 I i Oo 18.5' 18.5' � � 10'
p r 1 � � i �
0 0 1 10 1 i IL---------S89'29'11"E---� -----�
c� L----1+----N89'29'11"W--------- r------------136.50'----- ----�
IT
r- 131.50 ------------i ai I 1 — o 10 , N
�, 5 10'-r; Q 1 H-10
orn 1 13 11
Block 3 o � I o il I�"o
o o 5
4 . 10
100o r6
1
z i Ii z o i1
------ I;i �' --- ----- wo
-----N89 29 i 1"W--------- S89 29 11"E---------- M�N O
------131.50'------------
� i------------136.50-------------i O
O I i co 1 _Existing ACHD
10'--►
Right—of—Way
Easement, SeeO O O
O 01 01 Easement Note 7 11
�i
0O5 . 01 .
l 4 �
I 1100
0o� mI
II 0)
N
I . ,
0 . I I ,
M L-----------N89'29'11"W---------7�
b ------------- - 1 Z 131.50'- -------- . I I
---------S89 29 11"E----- ---�I '
r-- -----------136.50'------- --
1
10
0 6 i i o i �13, o� i o�pl LAND C
I i o i l i o �SS��� S TF,��,s'
I , aol . .1 , o ■ ■
oIl 3 to
I N 11 7
----11- I J 00 a_ o
----N89 29 11 'W--------- o I
----T -------131.50'------------i I " Lo
o I C�09T �F
T
1 ----------S89 29 11 E-JA----- y M Mr. J-U-B ENGINEERS, INC,
J
Sheet 2 _ i , 136.50 _ ------� Sheet 2 _ 250 South Beechwood Avenue,Suite 201,Boise, ID 83709-0944
Sheet 3 Sheet 3 p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 8
Unplatted PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 1
r S89054'11 "E
245.50'
----IJ-----N89'29111"W--------
1 I + 00 -- -T -------131.50'----- 3�7 to
1 I -
N i i 18.5 118.5
- -------S89 29 11 E-1-1------J
0 40 80 1 Sheet 2 d- I . . . . .r_ . --.----- ---136.50'--- -r---- Sheet 2
1 Sheet •3 W� i 7 1 �b d- 13' i Sheet 3
p I i O I N �10'
W ,
Scale in Feet 1 v o I o ' 0) b i Block 2 ' o
o I
1 0 --- ------N89'29'11"W--- J I o o�
COMMON
1 Z ------131.50' -----------, 0) z ,gyp
r--
�� I
j LOT ' W i ino 110' ro 7_07' , " �__�
L 7 ( I I o -- -S89 29 11 E 131.50
- 1 • S89 29 11 E o Block 3 o , o ,
he 2 O 21.21 ,
� 1
1 Block 4 // =----------139.48'--------- ---- o 0 8 i o I `' 15.00
�o. o ' 116.50 0
N I , " W. Snow Cherry St. o
12 0 ---------N89 29 11 W--------� ''�
3,, v -------131.50------------- S89'29'12"E 155.00' o
Existing ACHD--1 I O
118.51 5'--� Right-of-Way I O
/ L'/--------------157.00------------------r "I Easement, See I , i " 116.50' M
O Easement Note 7 I p
/ • „i ------------------------------------� 6 9 o ^� COMMON 15 00'
eet 4 V i I i o0 I ca ►�`�' LOT 27
/ I r r----N89'29'11 V-131.50'----- ,
o / Qi -- -------N89'29CCO '11"W-------- i .--13' '�0��
Keya �'� / o� �� n I d. r- -10'
7.
Scale 1" = 500' L+ t j i/ Existing ACHD i i-- --------131.50'------------, o i s 10
43 8 �•�_ / Ui
/� �� 4.50' in Drainage Easement, See i � I i I 0 o i I 26
6 ,V r 1,y Easement Note 8. r I - I I o p
S \C10 L27 co ��------ ------160.09 -----------------j "I I iv I
.h MMON o I rn i t , b
\ C46 \� /� a> LOT oo' 10 I .d- I
Cog \ _ / I I i �I------cry • S7 , cS �= - I I i ----S89 29 11 E-------L'
Unplatted , i�.T�. \ C4) � �0-- _ =3 14„E • � .� M I 13'�
----------136.50 r
C4 56.4g' �, 176.9 ' I 15 i �° T
10 O r.
� 8 _ _ 8 -• _ -----------N89'29'11"W---------� �n co I
� i i i • '.- �- _
�p /� i 6.30 9 �(p / S78'03�14„E _ �� W Greens - - - - -131.01' ro
26 _ Dr. C38 92.13 G� '� 1� i N co
N 20 V24NN �i % a� / - 218, Pyre _ _ ,
.� o25
`O co , r -____ 62.3 G . M o• 100 d- ° z
_ LO -0 S88 24 03 E 92.13 �, o
GjN 21 ,per ^ �� / 'rj�� ;� 7.25 i - 70.00' 06
- - - - - - C' / J W i o
/'• o , r r , �C`V33.22' > r^-----------S89'29'11"E--- ---� a
o , �o N 22 ,� / r ,- C33 C32 C3�
y r r r , -�_-.`--___ 59.50 32.64' _ ��. --- 0 cn �
�O M r r C_.."---------- r------------123.77 ------ i
i r h r r r - - - -,. r_-----j L34 I r7
2g < i T ,� , "� r r ,.� i I I T T I 5 0�n I 0
'S9' CO oo� , r , , I I I o I W I , O
23 43, Nss•0 , 0) M� �r +W 5'--i "� 10'-•y"
821" i i• i / �o , o 17 co �-s' ; I i i I o O 24 I o0
CO
N24'53'39"E 38S>, 1� /v z/ 18 ,� o o
173.50 '01'� Q / M r ; to Block 1Co
; 0 11
op a ^N o� Existing ACHD ; 1 19 � 20 21 COMMON I j
o / G/ , Right-of-Way r r , et M I I , "
i i i 4 ,� - r r M I L----- 1---S89 29 11 E---------J
o Easement, See r r W LOT
Existing ACHD N C /r� ^4� / `�`� Easement Note 7 1 i !� I o orn ----- '
��Drainage Easement, � �,, � _ r , '� r._ j I t/� I � r-----r� 123.77 -----------�
.� i See i /-� M� l _ i r r ��� I i i I O
Co
CO. 3 Easement Note 8 i 2 N �- _ r r r ► 5 , r I I M , in o
h0 y � � ,i l 2-14 -N78• " o;n --I I�-10' o o�p
•h CO' /2 Co �1 14 89,,__--_ 03 14 W-__ , r J� , I I �5. z o I o
Block 5 � r r' i ' I_ I I I co I o
2 "Cp �3. , �co' --r �o. 65.11'-____4.8 N80'26'01"W i �"' i i i i 23
100
i�� \y i o .2 , , 5' 9 7- ---73 ,_ -� �'j-N88'19'52"W---� �� '----- I I I
43 �' '� h / �3' ' She r r ► ► T 03 - ----72.76
c r �' 6 / et 3 r r r r -, 1
i ;�S ,n/ 3 , / l Shy' r r I 3.30 - - --- ' , „ i i� �n
0 r et 4 i i ► r 74.93 ----- S88 19 52 E•____ L36 L35 r 10'-.-I
�Sheet • 6?0 33 r r 5'-- f I T I 0---
e 3 1q! 0 �Ji i r / 0 / r�5.• . . r � , , �''`--_ N00'30'49„E _ ��-----S89'29'11,,E---------�
t - -_
4 /� StQr .9.14' �^ , �W �- y 10'--� r� 5--�
• SS.O� do// �.._ r i. i -._ �.-.-- -.-----123.77-.---------- Sheet 3
,[
\621 °w �� �. / . . I • Sheet 4
' • Iti� fir; CS �.7.21' p� / co
•� Np,L LqN�
�8ss1, 0 2°�'9 16 55� _�\stf,� s
,.c
11 9
�15'-18 s� Zy i7 0
• C
1 578.03,14 �MreQ, J-U,B ENGINEERS, INC.
4E
' -,254.01, 250 South Beechwood Avenue,Suite 201,Boise, ID 83709-0944
• p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 3 OF 8
- PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 1
r he 2
he t
0 40 80
/ -
Scale in Feet -
/ I I
Key Mai --------------Sh �
in o
et Scale 1" = 500' / �l• iJ i i `- `� --- 10'
h . 3 • , I .` I , 5•y,
__N00'30 49 E -------------
eet Styr l i�5. i _` % 10'—,,j '� 5'—�-I _
• . yo / 15 , I I + '— --- • ---- Sheef----Sheet 3,
W• . \\w Or l i Stu 11 ;/
<v ��j�s°�o• ` ° • 16 to � 14 ,� W o COMMON
%/^ ,, �o d. -00
;n d. +v LOT1-0
ZD
_P/ / , / 3 ► ( ^_ i Existing ACHD iZN Right—of—Way i
p 80.�/ p o Easement, See
`\ -----------S89 29 11 —
+,. I I. -----i
Co. Easement Note 7 E--
n / .
S78 0 Op 136.28 T
•�^D h , 9 4 E 25 w ,� + o to
co.Block 6 ,� / , / 4=' 39.74;
i�10• N ,� 3 ,^o , O �,�J� _ _ __--J ' -- --- ' R52' j
W. C73 - --- co.'
hCo coo , �' / ' `- 78_21' Sfor Hallo _ C72 1� v�I 1 o
G / o
N �0 2 h ./ / �� �� ,�O _ --� _ w Cf' - BOO Co C74 G1� % 9
100
L0 - -- - - - 1�•
70
JIV
c1 S. Cd
/ j i % , - -
Ate. 5`63,rco /058 C61 C657 o� 6'•
----------
S89 29 11 E--------
, _ .— --- C66h C59 C63 %
co C60 50 . X F`-- ----------
- 121.01 ,�0 /CIO 0
IV co
Q /� ^ ^ co 10
l .� I LO
Existing ACHD i 3 + i i�10'
i i
23.00' 3 60 °j / Right of-Way i V 4 00 o + No !, -�+ it $ 100
0 /� I Easement, See I Uj i Block 1 in � a; P N j
C89 �,� 0 i 13. Easement Note 7 i i % ;n 5 O Lo w P 7 0 is ,
W -4 I
o < `78.21 o rn +
COMMON
rn i
�• c� LOT
a`
�/ -�• S7 --� / 5 I 51 52
N
- �p �� O 8.03 14"E ```----84.56,_ �' i � ---i i i +� —'� ' —�` 13A' t
la
oo —per 266.44 — _ , - -S84.07'19"E------ N8T55'28"E---�- '-----Ng .
JL------
N — ._. 82.24 COMMON ,.•
S78•03,14,E '—., 97.34' 97.34' LOT_ _ • _ M
—� 2 _
-�21 W. Block a�kthor — — --
C thorn - - - - - - - C57 •
-� cfl
o
•_ 263.21 --__ _
r�
— . o - C17__ _ -
Existing ACHD '
263 _ Drainage Easement, See N
N7g•p .210 COMMOf�' _ Easement Note 8
14"w LOT Block 7— -
1
C1
LANp
�5 ��q21ST£,�
11 9
� J�1�5� fOP�o =
F °f J-U-6 ENGINEERS' INC.
o�y M McCP��
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 8
PLAT SHOWING PLAT BOOK PAGE
Tree Fa rm. S ub d ivis io n No. 1
Curve Table Curve Table Curve Table
Curve # Length Radius Delta Chord Bearing Chord Length Curve # Length Radius Delta Chord Bearing Chord Length Curve # Length Radius Delta Chord Bearing Chord Length
C1 421.36' 841.73' 28'40'54" S87'36'19"W 416.97' C21 81.75' 500.00' 9'22'05" N15'15'43"E 81.66' C41 84.78' 518.50' 9'22'05" N15'15'43"E 84.68'
C2 135.29' 850.00' 9'07'09" N73'29'39"W 135.14' C22 56.84' 368.50' 8*50'17" S82'46'49"W 56.79' C42 78.73' 481.50' 9'22'05" N15*15'43"E 78.64'
C3 15.76' 26.50' 3404'08" N2T40'52"W 15.53' C23 21.32' 368.50' 3'18'52" S88'51'23"W 21.31' C43 110.88' 454.77' 13'58'12" S71'04'08"E 110.61'
C4 199.35' 2035.50' 5'36'41" N08'27'09"W 199.27' C24 25.70' 63.50' 23*11'06" N77'53'38"W 25.52' C44 11.27' 26.50' 24'22'05" S51'53'59"E 11.19'
C5 84.58' 481.50' 10*03'52" S05'32'45"W 84.47' C25 74.05' 63.50' 66'48'54" N32'53'38"W 69.92' C44 264.30' 52.00' 291*12'59" N32'11'01"W 58.74'
C6 74.23' 350.00' 12'09'08" S84'26'15'W 74.10' C26 99.75' 63.50' 90'00'00" S44'29'11"E 89.80' C45 27.01' 63.50' 24'22'05" S51'53'59"E 26.80'
C7 70.69' 45.00' 90*00,00" N44'29'11"W 63.64' C27 70.31' 331.50' 12'09'08" S84'26'15"W 70.18' C46 24.12' 491.77' 2'48'36" S65'29'20"E 24.12'
C8 71.54' 45.00' 91'05'07" N46'03'23"E 64.24' C28 41.63' 26.50' 90,00,00" N44'29'11"W 37.48' C47 49.06' 491.77' 5'42'59" S69'45'07"E 49.04'
C9 39.73' 220.00' 10*20'50" S83'13'39"E 39.68' C29 100.95' 63.50' 91'05'07" N46'03'23"E 90.65' C49 118.47' 491.77' 13*48'12" N70'59'08"W 118.19'
C10 115.39' 473.27' 13*58'12" S71'04'08"E 115.11' C30 62.66' 63.50' 56'32'04" N28'46'51"E 60.15' C50 65.76' 571.50' 6'35'34" S68'24'08"E 65.72'
C1 1 19.14' 45.00' 24'22'05" S51'53'59"E 18.99' C31 38.29' 63.50' 34 33'04 N74'19'25"E 37.71' C51 10.12' 608.50' 0'57'09" S65'34'55"E 10.12'
C12 80.76' 96.68' 4751'35" N62'56'56"E 78.43' C32 9.69' 238.50' 2'19'37" S87'14'15"E 9.69' C52 48.69' 608.50' 4'35'06" S68'21'02"E 48.68'
C13 142.47' 541.76' 15'04'03" S85'35'15"E 142.06' C33 33.38' 238.50' 8'01'12" S82'03'50"E 33.36' C53 10.14' 608.50' 0*57'18" S71'07'14"E 10.14'
C14 10.83' 590.00' 1'03'07 S77*31'40"E 10.83' C34 43.07' 238.50' 10*20'50" S83'13'39"E 43.01' C54 68.95' 608.50' 6'29'33" S68'21'07"E 68.91'
C15 133.33' 590.00' 12'56'53" S71'34'47"E 133.05' C35 5.11' 26.50' 11'02'32 S06'02'05"W 5.10' C55 132.10' 830.00' 9'07'09" S73'29'39"E 131.96'
C16 122.50' 590.00' 11*53'46" S71'03'14"E 122.28' C36 37.02' 26.50' 80'02'35" S51'34'39"W 34.08' C56 417.16' 860.00' 27'47'34" N8T23'19"E 413.09'
C17 411.61' 830.00' 28'24'50" N8644'46"E 407.41 C37 42.13' 26.50' 91'05'07" S46'03'23"W 37.83' C57 406.14' 800.00' 29*05'15" N86'03'47"E 401.79'
C18 62.53' 800.00' 4'28'42" S75'48'53"E 62.51' C38 36.39' 201.50' 10*20'50" S83'13'39"E 36.34' C58 20.45' 560.26' 2'05'28" S79'05'58"E 20.45'
C 19 64.80' 800.00' 4'38'27" S71'15'18"E 64.78' C39 12.56' 518.50' 1*23'16" N 19'15'08"E 12.56' C59 77.77' 560.26' 7.57'13" S84'07'19"E 77.71'
C20 127.33' 800.00' 9'07'09" S73'29'39"E 127.19' C40 72.22' 518.50' 7'58'49" N14'34'05"E 72.16 C60 49.11' 560.26' 5'01'21" N89'23'24"E 49.10'
Curve Table
Curve # Length Radius Delta Chord Bearing Chord Length
C61 147.33' 560.26' 15'04'03" S85'35'15"E 146.91' Line Table Line Table
C63 28.80' 115.18' 14'19'40" N79'42'54"E 28.73' Line # Direction Length Line # Direction Length
C64 5.36' 115.18' 2'40'01" N71'13'03"E 5.36' L1 N21'03'55"E 105.00' L25 N29'03'14"W 26.24'
C65 15.20' 20.00' 43'32'26" S88'20'45"E 14.84' L2 N66'42'07"W 59.70' L26 S60'56'46"W 30.19'
C66 34.87' 52.00' 3825'06" S85'47'04"E 34.22' L3 S65'06'21"E 18.47' L27 S78'03'14"E 20.38'
C67 30.97' 52.00' 34'07'16" N57'56'45"E 30.51' L4 N65'06'21"W 26.59' L28 N29'03'05"W 32.80'
C68 60.30' 52.00' 66'26'46" N0739'44"E 56.98' L5 N50'17'04"E 37.00' L29 N63'29'50"E 36.24'
C69 35.70' 52.00' 39'19'56" N45'13'37"W 35.00' L6 S00'30'49"W 24.51' L30 S26'24'52"E 34.51'
C70 102.46' 52.00' 112'53'56" S58'39'27"W 86.67' L7 N79'25'19"W 37.00' L31 S64'41'57"W 35.51'
C71 29.56' 20.00' 84 40'15" S44'32'36"W 26.94' L10 N78'21'41"E 24.17' L32 N28'28'07"W 33.20'
C72 85.11' 523.26' 9,19,09" N88'27'42"W 85.01' L11 N11'38'19"W 37.00' L33 N60'56'46"E 37.74'
C73 52.50' 523.26' 5'44'54" N80'55'41'W 52.47' L13 NOO'30'49"E 15.24' L34 N29'03'14"W 32.80'
C74 137.60' 523.26' 15'04'03" S85'35'15"E 137.21' L15 N78'21'41"E 21.56' L35 N89'29'11"W 30.00'
L16 S89'29'11"E 29.79' L36 S82'05'27"W 10.11'
L17 S78'21'41"W 21.56'
L18 N89'29'11"W 29.79'
L19 S0323'58"W 29.79'
L20 N78'21'41"E 21.56'
L21 S89'29'11"E 29.79'
L22 N44'29'12"W 28.28'
L23 S45'30'48"W 28.28'
L24 N60'56'46"E 37.74'
LgNo
�tIri 1 S
117 9
��y M AMC P� 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 5 OF 8
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 1
Notes Easement Notes
1. Lots 1, 11, 16, & 27 of Block 1, and Lots 1, and 10 of Block 2, and Lot 1 of Block 3, and Lot 1 of
Block 4, and Lot 1 of Block 5, and Lot 1 of Block 6 are common lots and will be owned and maintained 1. Lots 1, 16, 22 & 27 of Block 1, and Lots 1 and 10 of Block 2, and Lot 1 of Block 3, and Lot 1
by Tree Form Subdivision Homeowner's Association. of Block 5, and Lot 1 of Block 6 are hereby designated as having a Utility Easement and a
Pressure Irrigation Easement co—situate with said lots.
2. The pressurized irrigation system shall be owned and maintained by Tree Farm Subdivision Homeowner's
Association. Irrigation water will be provided by Settlers Irrigation District. 2. Lot 22, Block 1 and Lot 10, Block 2 are hereby designated as having an Access Easement
co—situate with said lots.
3. Any re—subdivision of this plot shall comply with the applicable zoning regulations in effect at the time
of the re—subdivision. 3. 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,
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the maintenance, operation, and use of public and private utilities, sewer service, cable
applicable zoning regulations of the City of Meridian, Idaho. television/data; appurtenances thereto; and lot drainage.
5. This Development is subject to a Development Agreement Instrument No. ????????? 4. 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
6. Lots shall not be reduced in size without prior approval from the Health Authority. Tree Farm Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation,
access to, and use of pressurized & gravity irrigation; transportation of water; and appurtenances
7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary thereto.
restriction release.
5. All Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall run with
8. Reference is made to the public health letter on file with Ada County Recorder regarding additional the land, are appurtenant to the lots shown hereon, and are hereby reserved unto Tree Farm
restrictions. Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to,
and use of drainage & irrigation; transportation of water; and appurtenances thereto.
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 6. A portion of Lot 1 of Block 3, and Lot 1 of Block 5, and Lot 1 of Block 7 are servient to and
public, by any changed conditions in or about the surrounding nonagricultural activities after it has been contain the ACHD storm water drainage system. These lots are encumbered by that certain first
in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance amended Master Perpetual Storm Water Drainage Easement recorded on as
at the time it began or was constructed. The provisions of this section shall not apply when a nuisance Instrument Number official records of Ada County, and incorporated herein by this
results from the improper or negligent operation of an agricultural operation, agricultural facility or reference as if set forth in full (the "Master easement"). the Master Easement and the storm
expansion thereof." 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.
10. This development is subject to ACHD License Agreement Instrument No.
7. See Instrument Number for existing ACHD Right—of—Way Easements.
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 DATE, COMPANY excavated ?? test pits 8. See Instrument Number for existing ACHD Storm Drain Easement.
to depths between ? and ? feet and encountered no ground water.
9. 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.
10. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
Reference Documents
Subdivisions:
Surveys:
Deeds:
Easements:
Npl LAND
rER SG� 6_� _ ■ �B�
F
C> J
..c
11 9
kp,j/�y!oP_r J-U-B ENGINEERS, INC.
Day F OF
44 MCCp' 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 8
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 1
Certificate of Owners
Know all people by these presents: that COMPANY, an Idaho limited liability company, does hereby certify that he/she/it/they is/are the owner of that real property to be known as Tree Farm Subdivision No. 1 , and that it intends to include said real property,
as described below, in this plat:
A parcel of land being a portion of Lot 2, Puma Subdivision, according to the plat thereof filed in Book 71 of Plats at Pages 7263 and 7264, records of Ada County, Idaho and the West 1/2 of the Southwest 1/4 of Section 22, Township 4 North, Range 1
West of the Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows:
Commencing at an aluminum cap marking the southwest corner of said Section 22, from which the southeast corner of the Southwest 1/4 of Section 22 bears South 89°17'18" East, ,2,647.24 feet to a found aluminum cap marking the southwest corner of
Section 22;
Thence along the west boundary of said Section 22, North 00°30'42" East, 898.44 feet to the northwest corner of said Puma Subdivision;
Thence leaving said west boundary along the north boundary of said Puma Subdivision, South 78`03'14" East, 18.68 feet to the POINT OF BEGINNING;
Thence 32.28 feet northerly along the arc of a non-tangent curve to the left having a radius of 400.00 feet, a central angle of 04°37'28", and a long chord which bears North 05'36'40" East, 32.28 feet;
Thence North 03°17'57" East, 84.24 feet;
Thence 77.40 feet northerly along the arc of a curve to left having a radius of 2,000.00 feet, a central angle of 02'13'03", and a long chord which bears North 02°11'25" East, 77.40 feet;
Thence North 01°04'54" East, 223.23 feet;
Thence 127.12 feet northerly along the arc of a curve to left having a radius of 1,000.00 feet, a central angle of 07'16'59", and a long chord which bears North 02°33'36" West, 127.03 feet;
Thence North 06°12'05" West, 196.39 feet to the west boundary of said Section 22;
Thence along said west boundary, North 00'30'42" East 979.12 feet to the southerly right-of-way line of the Phyllis Canal as shown on Record of Survey 7900, recorded as Instrument No. 107067669, records of Ada County, Idaho;
Thence along said southerly right-of-way line the following nine courses and distances:
North 65°15'13" East, 174.26 feet;
North 71°21 '04" East, 300.98 feet;
North 74*33'18" East, 164.83 feet;
North 75°49'29" East, 79.69 feet;
North 81°10'02" East, 156.99 feet;
North 80°36'32" East, 317.18 feet;
North 79'11'07" East, 128.36 feet;
North 79°30'38" East, 40.23 feet;
North 76'33'21" East, 13.91 feet to the east boundary of the Southwest 1/4 of the Northwest 1/4 of said Section 22;
Thence South 00°30'32" West, 338.90 feet to the northeast corner of the West 1/2 of the Southwest 1/4 of said Section 22;
Thence along the east boundary of the West 1/2 of the Southwest 1/4 of said Section 22, South 00°30'49" West, 1912.96 feet;
Thence 421.36 feet westerly along the arc of a non-tangent curve to the right having a radius of 841.73 feet, a central angle of 28°40'54", and a long chord which bears South 87`36'19" West, 416.97 feet;
Thence North 78°03'14" West, 263.21 feet;
Thence 192.09 feet northwesterly along the arc of a curve to the right having a radius of 850.00 feet, a central angle of 12'56'53"; and a long chord which bears North 71°34'47" West, 191.68 feet;
Thence North 65°06'21" West, 221 .65 feet;
Thence 151 .39 feet northwesterly along the arc of a curve to the left having a radius of 700.00 feet, a central angle of 12°23'30", and a long chord which bears North 71°18'06" West, 151 .10 feet;
Thence South 55'40'41 " West, 10.27 feet;
Thence 61.64 feet southerly along the arc of a non-tangent curve to the right, having a radius of 1,552.00 feet, a central angle of 02°16'31", and a long chord which bears South 10°48'30" West, 61 .63 feet to the north boundary of said Puma Subdivision;
Thence along said north boundary, North 78°03'14" West, 85.32 feet to the POINT OF BEGINNING.
Said parcel contains 2,695,273 square feet or 61 .87 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(1)(b). All lots within this subdivision will be entitled to
irrigation water rights, and will be obligated for assessments from Settlers Irrigation District.
Certificate of Surveyor
I, Cody M McCammon, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Tree Farm Subdivision No. 1, as described in the Certificate
Acknowledgment of Owners and as shown on the attached plat is correct and was surveyed in accordance with
g Idaho Code relating to plats and surveys.
State of Idaho l LAND
ss. `' ��\Stfp�,s'
County of Ada
On this--day of--N in the year 20 , before me, a o
Notary Public in and for the State of ,ypersonally appeared 1_17 /
SOMEBODY, known or identified to me to be a Member of SOME COMPANY,
Cody M McCammon, PLS 11779 q
that executed the within instrument and acknowledged to me that SOME f>OOyI OF
COMPANY executed the same on behalf of SOME OTHER COMPANY. tit. MCP
Notary public for Idaho
My commission expiresM
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 7 OF 8
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 1
Approval of Central District Health Department Certificate of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according I, the undersigned, County Surveyor for Ada County, Idaho, do hereby certify that I have checked
to the letter to be read on file with the County Recorder or his agent listing the conditions of this plat and find that it complies with the State of Idaho Code relating to plats and surveys.
approval. Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho
Code, by the issuance of a certificate of disapproval.
Ada County Surveyor Date
Central District Health Department Date
Approval of Ada Count Highway District Certificate of County Treasurer
pp y g 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
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 ss. Instrument No. MN
9 Y 9� Y Y Y County of Ada
- approve this plat.
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
Meridian City Engineer Date Book_N—of Plats at Pages through
Fee:
—
Deputy Ex—Officio Recorder
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 ,M�, this
plat was duly accepted and approved.
Meridian City Clerk
■ ■
LAND
(rJ
�,\STf,��,S�
1 'I 79 J-U-B ENGINEERS, INC.
�0 qlF OF �OQ �� 250 South Beechwood Avenue,Suite 201,Boise, ID 83709-0944
MCCP�� p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 8 OF 8