CC - TreeFarm2_Final Plat i
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 2
Situated in the West Half of the Southwest Quarter of
Sheet 4 ,
Section 22, Township 4 North, Range 1 West, Boise Meridian,
Cityof Meridian, Ada Count
10.2 'Sheet 3 y, Idaho.
2017
Unplatted E 37�j.39 I
Sheet 2 1'41r ono I Tree Farm 0 100 200
N�$ 2
.p I Subdivision No. 1
J
23�z Key a N78'21 '41 "E , 13 a, - I
�r..9 , •1C M R , 53.50 r Block 2 14 at I Scale in Feet
2 Scale 1 400 Co 15 m .
• 16
16 15 18 17
C6 : -o S11'38'19"E Legend
21 22 L7 • \ land Fa11 0r
CID 37.00' -
• L6 h- 19 L9 - Boundary Line
Unplatted N7$ 70 • m S11'38'19"E - - Lot Line
212• - Section Line
44.07'
N04'34'56"W •
18 - - - - ' - - Center Line
M 94.00' Block $ Adjacent 'Property Line
o I 1 I . . Match Line
z ----------------- - Tie Line
zl 17
I N82'50'27"E C5 -a Oo - - -- Utility Easement Line
37.00 L5 • Block 4 I� - ACHD Sidewalk Easement Line
Block 3
N83047 55 E C4 2 - 04 - ACHD Storm Drain Easement Line
78.41 ' L3 �.4 • gac�Ce� � 16 �- - - Line table
Sum -1 Line # Direction Length - Section Corner, Found Aluminum Cap
• 1 �/ \ L1 N00'30'42"E 47.86' - Quarter-Section Corner, Found Aluminum Cap
L2 Block 9 y
J 1 4 IN 1 5 �'- - - L2 N06.12'05"W 7.78' O - Found 1/2" Rebar
Z L3 N80'25'04"E 16.90' 0 - Found 5/8" Rebar
13 0 • Set 1/2"x24" Rebar,»with "
L4 N74'01'52"E 103.84' Plastic Cap Marked JUB 11779
O 10 20' 15 ,� 14 cn- - - " _ " "
N89 54 1 1 W 4 Set 5 8 x24 Rebar,„ with "
� O � 19 � � I L5 N74'01 54 E 137.09' Plastic Cap Marked JUB 11779
• 12 -0 245.50 L10 L6 N21'14'06"E 6.12
N m00
O - Set 1-3/16" Bernt'sen BP Cap with Magnet
W L7 N11'38'19"W 39.99' " "
O 18 Z 16 U 1.3 (- - - Marked J-U-B 11334
G L8 N 11 38 19 W 44.61
o - Point Not Set or Found
CID
17 L9 S78'21'41"W 24.17' C - Curve Number (Typical)
�� 17 N79.25'19"W N89"29'11 "W # ( y )
• G 10 37.00' / 139.48' I I - L10 N00*30'49"E 24.51' L# - Course Number (Typical)
' - - - - - 16 m � t- _ - _ - _ i L11 N65'06'21"W 18.47' # - Lot Number (Typical)
1 8 / L12 S55.40'41"W 10.2T [####] PLS Number Found on Monument
Block 5 Tree Farm
n
9 / Subdivision No. 1 / I
I� 15 I S50'17'04"W /
l 19 �
- Unplatted 37.00 - -
P I Block 6 8 ,Nry o
14 /
Cc 7 5 %`0 ��
CIO
13 ��/ • , " Curve Table
S65 06 21 E -
26�59' Curve # Length Radius Delta Chord Bearing Chord Length
in I� ICIO 12 6 C1 8.14' 1436.66' 0'19'29" N11'45'48"E 8.14'
� l N m � T L l l C2 49.20' 268.00' 10'31'09" N06'20'29"E 49.13'
z w Star 4 'l % // / ,
H � / C3 127.12 1000.00 7°16 59 NO2'33 36"W 127.03
W M 1 1 ����w •� Co./ / C4 18.16' 5018.50' 0'12'27" N07'15'46"W 18.16'
�LJJ �i NV 'M/ Tree Farm " "
Gj C5 12.43 4981.50 0 08 35 S07 13 50 E 12.43'
ro / Subdivision No. 1
ol�r 10 g � �
/ C6 20.53' 30.00' 39'12'15 S07'57'48"1N 20.13'
z O 9 ,� �L1 1 C7 29.63' 43.30' 39'12'15" N07'57'48"E 29.05
O 7 6 ��� C8 84.58' 481.50' 10*03'52" N05'32'45"E 84.47'
z 5 M h /
C9 199.35' 2035.50' 5'36'41" S08'27'09"E 199.27'
S65.06'21 "E C10 15.76' 26.50' 34'04'08 S22'40'52"E 15.53'
\ N h ,
\ 0 1) BIOCk 7 `'1! Tr�� /102.00 " C11 56.80' 850.00' 3'49'44" N67'01'13"W 56.79'
S66 42 07 E
L341- Clq U M 2 CrestQr / 59.70' C12 151.39' 700.00' 12'23'30" N71'18'06"W 151.10' L LA >
04 U L12 C'� ?342, \ / / C13 61.64' 1552.00' 2'16'31" S10'4831 61.63' 5��
Point of 107 l 5 ��C,1 S TE,� G a
Beginning ui N78 03,IN
�4„ ,,�� Uv( o
b d 84;00 W Puma Ss`S•os, �0 .92, -.40 0 1s�23 l�9
0 0M0 l Subdivision 22 j. ?1" ,OM l�' �ql£ �pP���
z ss, F w O ooy of J-U-B ENGINEERS, INC.
C y r M° McCP
Basis Of BearinC� � � - 250 South Beechwood Avenue,Suite 201, Boise,ID 83709-0944
21 22 N89.1 7'18"W 2647.24' 22 p 208 3767330 f 208 323.9336 w www.jub.com
- - - - -
28 27 - - JUB Project No. 10-17-052 SHEET 1 OF E
27
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Subdivision No. 2
Sheet 4
10.2 ^
Sheet 3
r
1
Sheet 2 �
1ryry o
Scale Key p400' , i Sheet 3 po �o
. . �i 0 40 80
2 N86'52'30"E -132.38' 'Sheet 2 N ,
C65 • C76" — — — •� ' ' '
N86'45'04"E- 131.85 — — . . N
5 D CD
• - Scale In Feet
Sheet •3. . . . . I i 0 N N N o t 1 7
-� 13 LO �`
Sheet 2 I r N I I I u? o
32' 32' ao 1 L J
6 I j 1 L -N8832'20"E-132.13'—— Common N6S,0
L 1 -N88.34'05"E- 131.63'— — I _ Lot s
N et d• -- -- --
1 1 o I o
� 0 1 1 N 0 0 0 M I 1 i / \�
0 12 ( En N 21' 6
o i
U') 13-P. 0 LO
M L -— N88'34'05"E •135.26'— — �. o
rn rn 0cs' 76 \ g'01"E- J 02•20' � '� /
41
\
0 I o � 5,_ — _— �� \ \ Existing ACHD �
1 ^ Right—of—Way Easement.` / 4 S' /�
t'`� � o � I 2 � \ 6', • � •� � See Easement .Note 6 lryM �
W ca E LO I Existing ACHD—,-''� 6 ��
U d- Right—of—Way Easement. �• .S'ss• 47.1 �M / co /
U U I See Easement Note 6 ^ k1! 06, 7
:- 1 m ,� i "°j 30 S S16S•06' //ow 200 9 / M /
z z N 1y i / � Op^ 00• 6S•06, pr r \ \ /
/1�0• , cVd` o�• S0 0 27 ryF 200
97
5 �
a0 I 1 s. '\0 '- / S' \� �5�00• �o /
N ` , ./ , a 1,^ 4 J 1 /
I--5'� i 10 ,���' Common co- / S0 0 h /
i > Lot
0. Tree Farm
3.28 ^M 9 � 8 / Co / / T Subdivision No. 1 \
In �C „^�
L14 S7 .M / / o /
2536ry£ 121.
�� /� �`�� / �� 7 / �
• S78.55,06„ o 48'��„
w 50.07' E • M C22 W S0 00,LO / / o�^, fij�
Is
o ILo
o Sss•06• S�00, /�
m41
7 /
z � \ mo,, 4ot s°oo, s°oo,\ / / j i / l LAND
. 32 32' C21 \� �, Tr S6SOST
.o SSS�O / / � ��
11779
U o ^ Block 7
•� , //
(Z3�
C 2 0° '� S �2 00. / / �o �91F of
• C14 M ? �,�0n 4 4?' S S�s6 2, / Oy M, MClc a'
• 2.00 C15 U 6S. 6?�� 9'0, F/
Point of 32.000 20.00' 06? F
Beginning N7$•43,' �� roe 4,.7'w 2
4 W \ 2�' N S o
84.00' Existing ACHD J^• ^ C,
Drainage Easement, See
Easement Note 7 �V Q
06,
cow ,h
o
?> > yo o C o O
Puma Subdivision F 2 2s?,
2�
o h
0
C24 Mo M
20.00' J-U-6 ENGINEERS, INC.
C'V \
C>> 250 South Beechwood Avenue,Suite 201, Boise,ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 8
PLAT SHOWING PLAT BOOK PAGE
Tree Farm Su bdivis ion No. 2 »�� n12-7®
N78,21
't
Common/
Lot /
LA � / Existing ACHD
-P r
Block 8 Right-of-Way Easement.
1 See Easement Note 6
Common
Lot
O 1 �
® 0 40 80
131 •p9 '_ '•
N82.50'27"E •p1,5 / , ; »� a�
37.00 C5 N7 4 N74 0152 �- Scale in Feet
CO) • 8.5018.50
3 8 • \gee
L3 10 0
S83'4755"w 1.52"� " �N _Sugar �411.3�
78.'41' r' N7 4 0 o aV0 57 4.01 2
1 3' 4'
• 00, • N • ommon �O � / "E 235.1 2"E-126'S w 1 •\
v' 26.41 32• / 74•p1 52 nor �o, ,�74•01 �1 r Sheet 3
Lot r0_1
� 0).
1_22 � C27 7 4 01,52 E • � N Cow •�. / �o � 21,-�\ r � •
• Existing ACHD r
O C) -' Block 9 10 Drainage Easement, r
'o �1.37 1g 90 See Easement Note 7 r 10.2
O .� �, "w ,O 2 E 1 Z r 13'r"'�. Sheet 3
z • 740152 1 �.°' N74•02 r �• 14 ••
S80 2 ' C26 5 "�N n v Existing ACHD
52 (A U.Right-of-Way Easement. i0 W Q. , ,+ 126.00'
• 57.99 '0 57 A �5, See Easement Note 6 a? \ 5• 7 2 OS E - r
' 3 - ,
L17 g 58• �.� �8 ,7 1 1 13 �: r N _ 1
c2 - -
1 Common "wt 124.p1' 18.5 18 5 1 11 Sheet 2
, 9 �
L
4•01 1 i 1 t 113 1„E_123.98 -A j ; U r co Key Map
'/ 1 OD L 77.21 3 I Z 1 5 Existing ACHD ?3
10.20' 1 n 1 N _ o , r Drainage Easement, 4?A�, Scale 1 = 400
' 5 r-4 13 r, _ W O W' See Easement Note 7 g?'
Z 6 , 5' 19 21'""'� 1 nN � W _ _ I
O 32 I .P 11 w 1 1 a; yr
a; 32 o I � w _ 62'-�"J J 1 1 12
N n, N -tN7T40'®0 E -- 1 I 1 I 5 J 5 r -S7g 15 1 n® L_ _ Lp
o u , - C 1 1 ca 6•44 12 '-_' 1 I (0 Existing ACHD
1. �
a r 1 • n ' ' g•Z5 14 E O I Right-of-Way Easement.
Z r' 18 \ \ �' N7 _- -- I o �• 16 See Easement Note 6
0 co I 00 c0 0) r Existing ACHD 0) �• n
W o 0
O to W J :p J I 1 I Right-of-Way Easement. .p ' _
128.1 ro _ See Easement Note 6 w 1 126•p0
trW O( � p t---5' 7g•29'01"E -1 1. 1 1 I °' o o L _ -Na1.OS 16 E-
t_- 1 1 z N 1 I 11Lntl o - 10.
:J N Existing ACHD 1 I -'
,1p Drainage Easement, 17 I I CD ' I �� 128.59 - ® 1 O
ao
I \ o cp See Easement Note 7 I m ,_N81•2905 E_---- � Z 4 �\ 17
.p N 1 i _ ..
O s - J _ _ �J Ut W I
11
m L L N81'18'02"E-129.34 _ I m I i •? J
• - _
1 10 CC o- m _
Existing ACHD 1 i L - 00' C) ��pl. LAND
Z f Right-of-Way Easement. 1 1 rn W 1 1 -� 'cJ0" 126 I oo
o i See Easement Note 6 N n -S83 00 I ', .
• 130.
_ 0 0) � � 16 I ! . 0 0' � L--N8508'S4"E- 78 - __-� w i
0 o N , W I _ _ - - Existing ACHD Z w , C82 11779
I •07'02"E-130.12 -- LA I Drainage Easement, o � N 18 1
o t_-- N83 - _ See Easement Note 7� •P, U, S25'31'29"W C� J�ql/23�t7��o
�_ <? - - __ -_- -1 I 1 I w m 39.65' , co �0o FOF
w r o r - -- - j j j Block 5 o .01
m I - ---- •\ yM• Mccp�
_ o
w � 15 I I w 4b• I I 9 I L \ mod'
o 13 S83 00 50"W-108.17'" -
• sr
I ry con I I I I I _ 4' ..._ -- - � (" �
' 6 03 ti;`. � •
-N5'12'41"E 132.5
►__--N845 ' "E-131.05'- - J L8
I _ - _--___ -- -5- o 15
21,-a I I �- - 1 cn o rn 19 co cy`V
13'I- I I-•-21' 6 N /�) gyp0 CA
-
00
• • n i0 Block 6 I I 0 I cn o M _ 3•00'50"W- 98.92 J �N
0 rn , I I 37 1 1 _-. AJ M L S8 ■ ■ ,
32' 32' o 00 �Cl �' 14 i 18.5' 18.5' L _ _ _ - _ ----- Sheet 3 .,�/�
6 Z 1 -- - - - C65 C76 - -N86'52'30"E 132.38' 1 • - • . 'Sheet 2 0� 1 /
N86.45'04 E- 131.85'- , , • I
. . �• �
� /
{ ® . . _._.. . • -•--� ,• �, • J-U-B ENGINEERS, INC.
Sheet .3. ..._. /
Sheet 2 i o,1 Q/
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 Tree Farm Subdivison No. 2
• �
� 38, L-
S1� .®®• S11*38'19"E
37 44.07'
�25„E 141 .66 a.50 18.50 1- S00'30'49"W 420.00'
S°57
r---70.00'• - - � r- -•70.00'•-- - --70.00'. --� r- - •70.00'.
� 1 __ , -- 70.00' __ -t r -- 70.00' _- 1
AS
0 40 80
1-5, 5'� 11 I I I I --I
1 -'0 1 1 Common
1 1 lot 00
rn N 1 I I I I I I I 1 I I I I00
Scale in feet
13 1 1 �, oq I 1 ,f
� o I I
M
ZBlock 3 15 17 16 �,
rn E
I14
I 13
5,
I
1� — 919„W_141.50 1 1 1 0 1 I rn � 1 +� i X N 1 N 1
N11'38 1 1 �, 1 I 100 00 I 00 1 wOf� o I I I N
1 .o �, 1 1 0 1 1 � � _ _ - - L -- -- --- ---- - - - i L — -- —— —- ------- -�
00
1 1 1 185' 0B.5 21.84' �. --4-29' —•— —• — —. _. —. _ —.—. —. _. — -: _. _. -._.-. L
14 1 1 3� 6.44' 70.00' 70.00' 70.00' 49.39' C86 L .—
C85
Existing ACHD-----_.� �33 C51
0+ Right—of—Way Easement. 1 2 Co 00 C54
1 See Easement Note 6 \ 1..3 • W cn _ N. Spurwing Park Ave. — — .Sheet 4
Cd
C) 1411-381g W • C50 oo N00'30'49"E 263.68' co • C53"1 — o
141 5p 1 \ • 53 13 cr, °N
cA ' � .—
N' 19 1 \ o o L31 C52 239.16' N00'30'49"E ^ M 10.2 {^�'
1 1 0 _- i — — ._ . _ ._ ._._._._ ._ .— •—•— -- -- - ---� C8 Z Sheet 3
-- -- -- -- -- -- --
\ BI c 2 1 �, N00 30'49"E
1 �
0 11 1 _ 1 \ N N 24.51 '
W p 1 �24 Existing ACHD Existing ACHD
1 1 Drainage Easement,
O Right—of—Way Easement. Sheet 2
See Easement Note 6 See Easement Note 7
W
14
-N11 1 1 e
CO. N I' 2342, Scale 1" 400'
1 1 Co, 1 1 �1 :9 ,
1 i 1 •o: 1 I' 2
1 16 1 1 .P \ 1 Existing ACHD Tree Farm
\ \ 1V
f Drainage Easement, dam- Subdivision No. 1
O 1' W 1 I See Easement Note 7 N
— — 2 1
0 �, 1 1 Block 4
11 _13 \ t o to 2
141' 0 1 1 1 Common P
-N11 38 1 1 I' Lot
r• \ O \ 1
1LO
1 1 •1 1a.5' 1a.5,
17 1
ao
31 7 Z
0 14.1,4'
$ .14..14
8 1 /
1 11.38,19„W 860n `ot
18 Cornnj 6 128 C47 • , 2 ��
• Z t2' G5 � Very. G
s N 0o .o /
L � N. Ca
cp• 0 ar Ave _ , s
(3► CA _ P� 5.60 Existing ACHD M — C9 9 •
W N C3� 11 \ Right—of—Way Easement. — C3 > 4 \
i N11.'J8'19 \ •\ See Easement Note 6 �. (-A �! • �s Shee ki
_ 3
J O S S e
_m L7 • • �6 �8
/ C 43 Cy — J00
Ca G$
1k,
k.P v,Ca\\e
C55 66007 Ca
C4
e
C80 C82
pr�,N
L6 cA �� C42 C79 — _ �- — — S25'31'29"W
OD
Existing ACHD
Right-of-Way Easement.
\` See Easement Note 6
Existing ACHD
Common �► '\� N
- Lot \ ' S, , See rEa Easement Note ainage n7
LAND
i
:"= 3 11779
Sheet
o°oyTF or J-U-B ENGINEERS' INC.
M. Mc�P
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 Farm Subdi vis ion No. 2
Curve Table Curve Table
Curve # Length Radius Delta Chord Bearing Chord Length Curve # Length Radius Delta Chord Bearing Chord Length Line Table
C1 8.14' 1436.66' 019'29" N11'45'48"E 8.14' C44 196.46' 120.00' 93'48'07" S31'27'38"W 175.24' Line # Direction . Length
C2 49.20' 268.00' 10*31'09" N06'20'29"E 49.13' C45 19.86' 120.00' 9'28'54" S10'41'59"E 19.84'
L1 N00'30'42"E 47.86'
C3 127.12' 1000.00' 7'16'59" NO2'33'36"W 127.03' C46 169.44' 120.00' 80'53'59" S3429'28"W 155.71' L2 N06'12'05"W 7.78'
C4 18.16' 5018.50' 0'12'27" N07'15'46"W 18.16' C47 7.16' 120.00' 325'14" S76'39'04"W 7.16' L3 N80'25'04"E 16.90'
C5 12.43' 4981.50' 0'08'35" S07'13'50"E 12.43' C48 166.17' 101.50' 93'48'07" S31'27'38"W 148.23'
L4 N74'01 52„E 103.84'
C6 20.53' 30.00' 39'12'15" S07'57'48"W 20.13' C49 100.57' 138.50' 41*36'11" S33°18'26"W 98.37' L5 N74'01'54"E 137.09'
C7 29.63' 43.30' 39'12'15" N07'57'48"E 29.05' C50 42.42' 200.00' 12'09'08" N05'33'45"W 42.34'
L6 N21'14'06"E 6.12'
C8 84.58' 481.50' 10*03'52" N05'32'45"E 84.47' C51 46.34' 218.50' 12'09'08" N05'33'45"W 46.26'
L7 N11'38'19"W 39.99'
C9 199.35' 2035.50' 5'36'41" S08'27'09"E 199.27' C52 38.50' 181.50' 12'09'08" N0533'45"W 38.42'
L8 N11'38'19"W 44.61'
C10 15.76' 26.50' 34'04'08" S22'40'52"E 15.53' C53 87.83' 500.00' 10*03'52" N05'32'45"E 87.71'
L9 S78'21'41"W 24.17'
C11 56.80' 850.00' 3'49'44" N67'01'13"W 56.79' C54 91.08, 518.50' 10*03'52" N05'32'45"E 90.96'
L10 N00'30'49"E 24.51'
C12 151.39' 700.00' 12'23'30" N71'18'06"W 151.10' C55 148.58' 2035.50' V10'56" N13'20'58"W 148.55' L11 N65'06'21"W 18.47'
_ C13 61.64' 1552.00' 2'16'31" S10'48'30"W 61.63' C56 19.16' 46.00' 23'52'08" S23'34'23"E 19.02' L12 S55'40'41"W 10.27'
C14 ' 8.33' 1468.66' O'19'30" N11'45'48"E 8.33' C57 12.50' 30.00' 23'52'08" N23'34'23"W 12.41'
L13 S51'45'21"W 30.76'
C15 8.53' 1500.66' 0'19'32" N 11'45'49"E 8.53' C58 57.00' 5018.50' O'39'03" S08'50'41"E 57.00'
L14 S78'55'06"E 6.09'
C16 55.08 300.00 10'31 09 N06'20 29 E 55.00 C59 35.87 5018.50 0'24 34 S09'22 30 E 35.87 L15 S38'55'06"E 25.71'
C17 58.62' 332.00' 10*07'00" N06'32'33"E 58.54' C60 17.42' 1281.50' 0'46'44" N09'11'25"W 17.42' L16 S37'06'29"W 31.55'
C18 131.18' 1032.00' 7'16'59" NO2'33'36"W 131.10' C61 53.23' 1281.50' 2'22'48" N07'36'39"W 53.23' L17 S80'25'04"W 6.03'
C19 135.25' 1064.00' 7'16'59" NO2'33'36"W 135.16' C62 53.18' 1281.50' 2'22'40" N05'13'55"W 53.18' L18 N56'54'36"W 26.47'
C20 180.81' 750.00' 13'48'45" S72'00'43"E 180.37' C63 53.13' 1281.50' 2'22'31 NO2'51'19"W 53.12' L19 N32'37'34"E 30.23'
C21 161.69' 720.00' 12'52'01" N71'32'21"W 161.35' C64 53.06' 1281.50' 2'22'20 N00'28'54"W 53.05'
L20 S56'19'18"E 26.24'
C22 188.04' 780.00' 13'48'45" N72'00'43"W 187.58' C65 8.44' 1281.50' 0'22'38" N00'53'35"E 8.44'
121 N32'47'02„E 30.33'
C23 53.46' 800.00' 3'49'44" S67'01'13"E 53.45' C66 21.58' 63.50' 19*28'12" S08'39'12"E 21.47'
122 S06'12'05"E 4.60' '
C24 55.47' 830.00' 349'44" S67'01'13"E 55.46' C67 40.50' 63.50' 36'32'20" S36'39'28"E 39.81'
L23 S52'55'08"E 33.49'
C25 51.46' 770.00' 3'49'44" S67'01'13"E 51.45' C68 11.28' 63.50' 10*10'42 S60'00'59"E 11.27' L24 S60'24'43"E 28.01'
C26 33.44' 300.00' 6'23'1 1" S77'13'28"W 33.42' C69 50.12' 4981.50' 0'34'35" S08'45'07"E 50.12'
125 N43'16'06'E 29.67,
C27 29.84' 270.00' 6'19'57" N77'11'51"E 29.83' C70 46.90' 4981.50' 0'32'22" S09'18'36"E 46.90' >
L26 N21'14'06"E 21.02
C28 36.78' 330.00' 6*23'11" N77'13'28"E 36.76' C71 14.93' 1318.50' 0'38'56" NOW 15'19"W 14.93'
L27 S11'38'19"E 15.58' ,
C29 65.83' 5000.00' 0*45'16" S07'32'11"E 65.83' C72 61.80' 1318.50' 2'41'09" N07'35'17'W 61.80'
L28 S11'38'19"E 30.56'
C30 145.40' 5000.00' 1'39'58" S08'44'48"E 145.39' C73 49.77' 1318.50' 2'09'46" N05'09'50"W 49.77'
L29 S56'38'19"E 28.28'
C31 92.86' 5018.50' 1°03'37" S09'02'59"E 92.86' C74 61.65' 1318.50' 2'40'44" NO2'44'35"W 61.64'
L30 N56'38'19"W 28.28'
C32 97.02 4981.50 1'06'57" S09'01 18 E 97.02 C75 49.65 1318.50' 2'09 27' N00'19 29 W 49.65 L31 N11'38'19"W 14.63'
LA
C33 241.90' 1300.00' 10'39'41" SO4'14'56"E 241.55' C76 7.54' 1318.50' O'19'40" N00'55'04"E 7.54' L32 N11'38'19"W 14.63' Q�' ND
C34 238.46' 1281.50' 10*39'41" N04'14'56"W 238.11' C77 68.15' 1998.50' 1*57'14" N13'35'29"W 68.15' Q�G\STfp G
L33 S33'21 41 W 28.28'
C35 245.34 1318.50' 10'39 41 N04'14 56'W 244.99 C78 65.44 1998.50 1'52 34 N11'40 35 W 65.44'
C36 51.98' 45.00 66'11 15 S32'00 43 E 49.14 C79 65.44' 1998.50 1'52 34 N09'48 01'W 65.44
f f H f " f I I ,
26.50' 66'11 15 S32'00 43 E 28.94 C80 65.44 1998.50 1'52 34" N0T55'27'
f W 65.44' ��OyTF OF C37 30.61
C38 73.35' 63.50' 66*11'15" S32'00'43"E 69.34' C81 28.56' 1998.50' 0'49'08" N06°34'35"W 28.56' MCCP
C39 26.76' 45.00' 34'04'08" S22'40'52"E 26.37' C82 18.14' 1998.50' 0'31'13" N05'54'25"W 18.14'
C40 37.76' 63.50' 34'04'08" S22'40'52"E 37.20' C83 11.90, 63.50' 10*44'18" S11'00'58"E 11.88'
C41 344.77' 2017.00' 9'47'37" S10'32'37"E 344.35' C84 25.86' 63.50' 23'19'49" S28'03'02"E 25.68'
C42 311.19, 1998.50' 8'55'18" N10'06'27"W 310.87' C85 70.46' 518.50' 747'11 N06'41'05"E 70.41°
C43 347.93' 2035.50' 9'47'37" N10'32'37"W 347.51' C86 20.62' 518.50' 2'16'41" N01'39'10"E 20.61°
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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. 2
Notes Easement Notes
1. Lot 18 of Block 2, Lot 19 of Block 3, Lot 2 of Block 4, Lot 5 of Block 5, Lot 5 of Block 6, Lot 2 of
Block 7, Lot 1 of Block 8, and Lot 1 of Block 9 are common lots and will be owned and maintained by 1. Lot 18 of Block 2, Lot 19 of Block 3, Lot 5 of Block 6, Lot 2 of Block 7, Lot 1 of Block 8, and
Tree Farm Subdivision Homeowner's Association. Lot 1 of Block 9 are hereby designated as having a Utility Easement and a Pressure Irrigation
Easement co—situate with said dots.
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. 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,
3. Any re-subdivision of this plat shall comply with the applicable zoning regulations in effect at the time maintenance, operation, and use of public and private utilities, sewer service, cable
of the re—subdivision. television/data; appurtenances thereto; and lot drainage.
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the 3. All Pressure Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall
applicable zoning regulations of the City of Meridian, Idaho. run with the land, are appurtenant to the lots shown hereon, and are hereby reserved unto the
Tree Farm Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation,
5. This Development is subject to a Development Agreement Instrument No. access to, and use of pressurized & gravity irrigation; transportation of water; and appurtenances
thereto.
6. Lots shall not be reduced in size without prior approval from the Health Authority.
4. All Irrigation easements shown or designated hereon are non-exclusive, perpetual, shall run with
7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary the land, are appurtenant to the lots shown hereon, and are hereby reserved unto Tree Farm
restriction release. Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to,
and use of drainage & irrigation; transportation of water; and appurtenances thereto.
8. Reference is made to the public health letter on file with Ada County Recorder regarding additional
restrictions. 5. A portion of Lot 2 of Block 4, Lots 5, 14, 15, 16, and 17 of Block 5, Lot 5 of Block 6 and
Lot 2 of Block 7 are servient to and contain the ACHD storm water drainage system. These lots
9. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "No are encumbered by the First amended Master Perpetual Storm Water Drainage Easement recorded
agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or on November 10, 2015 as Instrument Number 2015-103256, records of Ada County, and
public, by any changed conditions in or about the surrounding nonagricultural activities after it has been incorporated herein by this reference as if set forth in full (the "Master easement"). the Master
in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance Easement and the storm water drainage system are dedicated to ACHD pursuant to section
at the time it began or was constructed. The provisions of this section shall not apply when a nuisance 40-2302 Idaho code. The Master Easement is for the operation and maintenance of the storm
results from the improper or negligent operation of an agricultural operation, agricultural facility or water drainage system.
expansion thereof."
_ 6. See Instrument Number for existing ACHD Right—of—Way Easements.
10. This development is subject to ACHD License Agreement Instrument No.
7. See Instrument Number for existing ACHD Storm Drain Easement.
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. No Utility or Pressure Irrigation Easement created hereon shall preclude the construction and
to depths between __ and — feet and encountered no ground water. maintenance of hard—surfaced driveways, landscaping, parking, or other such nonpermanent
improvements.
12. Direct lot/parcel access to W. Tree Crest Drive and N. Black Cat Road is prohibited.
9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
13. N. Black Cat Road and W. Tree Crest Drive is existing ACHD Right—of—Way per Instrument No. unless otherwise noted.
dated records of Ada County, Idaho.
Reference Documents
Subdivisions:
Surveys:
Deeds:
Easements:
XL LA
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__----
11779
J-U-6 ENGINEERS, INC.
OF
MCC,P 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 Subdivis ion No. 2
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 Bill's First Subidivsion, 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 southeast corner of the Southwest 1/4 of said Section 22;
Thence North 89'17'18" West, 2,647.24 feet to a found aluminum cap marking the southwest corner of said Section 22;
Thence along the west boundary of said Section 22, North 00'30'42" East, 898.44 feet to the northwest corner of Puma Subdivision;
Thence along the north boundary of Puma Subdivision, South 78'03'14" West, 20.00 feet to the POINT OF BEGINNING;
Thence 8.14 feet northerly along the arc of a curve to the left having a radius of 1,436.66 feet, a central angle of 00'19'29", and a long chord which bears North 11.45'48" East, 8.14 feet;
Thence 49.20 feet northerly along the arc of a curve to the left having a radius of 268.00 feet, and a central angle of 10'31'09", and a Tong chord which bears North 06'20'29" East, 49.13 feet;
Thence North 01'04'54" East, 360.28 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:
Thence North 00.30'42" East, 47.86 feet;
Thence North 83.47'55" East, 78.41 feet;
Thence South 06'12'05" East, 7.78 feet;
Thence North 80'25'04" East,, 16.90 feet;
Thence North 74'01'52" East, 103.84 feet;
Thence 18.16 feet northerly along the arc of a curve to the right having a radius of 5,018.50 feet, a central angle of 00'12'27", and a long chord which bears North 0T15'46" West, 18.16 feet;
Thence North 82'50'27" East, 37.00 feet;
Thence 12.43 feet southerly along the arc of a curve to the left having a radius of 4,981.50 feet, a central angle of 00'08'35", and a long chord which bears South 0713'50" East, 12.43 feet;
Thence North 74 01'S4" East, 137.09 feet;
Thence North 04 34'56" West, 94.00 feet;
Thence North 78*21'41" East, 212.70 feet;
Thence North 21'14'06" East, 6.12 feet;
Thence North 11'38'19" West, 39.99 feet;
Thence 20.53 feet northerly along the arc of a curve to right having a radius of 30.00 feet, a central angle of 3W12'15", and a long chord which bears North 0T57'48" East 20.13 feet;
Thence 29.63 feet northerly along the arc of a reverse curve to the left having a radius of 43.30 feet, a central angle of 39.12'15", and a long chord which bears North 07'57'48" East 29.05 feet;
Thence North 78'2l 41" East, 53.50 feet:
Thence North 11.38'19" West, 44.61 feet;
Thence North 78'21'41" East, 375.39 feet to the west boundary of Tree Farm Subdivision No. 1, according to the plat thereof filed in Book 71 of Plats at Pages 7263 and 7264, records of Ada
County, Idaho;
Thence along said west boundary the following 21 courses and distances:
Thence South OW57'25" East, 141.66 feet;
Thence South 11*38*19" East, 37.00 feet;
Thence South 78'21'41" West, 24.17 feet;
Thence South 11*38'19" East, 44.07 feet;
Thence South 00'30'49" West, 420.00 feet; Acknowledgment
Thence North 89*29-11" West, 139.48 feet;
Thence North 79*25'19" West, 37.00 feet; State of _ �N
Thence 84.58 feet northerly along the arc of a curve to the left having a radius of 481.50 feet, a central angle of 10'03'52", and a long chord which bears North 05'32'45" East, 84.47 feet; Ss.
Thence North 00'30'49" East, 24.51 feet; County of
Thence North 8W54'11" West, 245.50 feet;
Thence 199.35 feet southerly along the arc of a non-tangent curve to the right having a radius of 2,035.50 feet, a central angle of 05'36'41", and a long chord which bears South OW27'09" On this day of in the year 20 before me, a Notary Public in and for
East, 199.27 feet; the State of personally appeared William I. Brownlee, known or identified to me to be
Thence 15.76 feet southeasterly along the arc of a reverse curve to the left having a radius of 26.50 feet, a central angle of 3404'08", and a long chord which bears South 22'40'52" East, Trustee of Brownlee Family Trust, u/t/a December 19, 2004, Member of BFT Management, LLC, an
15.53 feet;
Thence South 50'1T04" West, 37.00 feet; Arizona limited liability company, Manager of BFT Croft, LLC, an Arizona limited liability company,
Then
Thence South 23.06'22" West, 142.60 feet; Member of M3 ID Tree Farm, LLC, an Arizona limited liability company, that executed the within
Thence south 65'06'21" East, 26.59 feet; instrument and acknowledged to me that Brownlee Family Trust, u/t/a December 19, 2004
Thence South 24'53'39" West, 136.50 feet; executed the some on behalf of BFT Management, LLC, on behalf of BFT Croft, LLC, on behalf of
Thence North 65'06'21" West, 18.47 feet; M3 ID Tree Farm, LLC.
Thence South 24'53'39" West, 173.50 feet;
Thence South 65'06'21" East, 102.00 feet;
Thence South 6642'07" East, 59.70 feet;
Thence South 21'03'55" West, 105.00 feet;
Thence leaving said west boundary, 56.80 feet northwesterly along the arc of a curve to the right having a radius of 850.00 feet, a central angle of 03'49'44", and a long chord which bears North Notary public for -
6T01'13" West, 56.79 feet; My commission expiresM
Thence North 65'06'21" West, 221.65 feet;
Thence 151.39 feet westerly along the arc of a curve to 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 02.1631", and a long chord which bears South 10'48'30" West Certificate of Surveyor
61.63 feet;
Thence North 78'03'14" West, 84.00 feet to the POINT OF BEGINNING. I, Cody M. McCammon, do hereby certify that 1 am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Tree Farm Subdivision No. 2, as described in the Certificate
Said parcel contains15.92 acres, more or less. of Owners and as shown on the attached plat is correct and was surveyed in accordance with
End of Description. Idaho Code relating to plats and surveys.
LAN s
k S jFip
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 o
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 11 9
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 ( �o
subdivision. Irrigation water has been provided from Settlers Irrigation District, in compliance with Idaho Code 31-3805(1)(b). All lots within this Cody M. McCammon, PLS 11779 C'o qr p
subdivision will be entitled to irrigation water rights, and will be obligated for assessments from Settlers Irrigation District. Oy
M. Mc�a
1n witness whereof, I have hereunto set my hand:
M3 ID Tree Farm, LLC,
an Arizona limited liability company
By: BFT Croft, LLC, an Arizona limited liability company
Its: Member ■
By: BFT Management, LLC, an Arizona limited liability company
Its: Manager
By: Brownlee Family Trust, u/t/a December 19, 2004,
Its: Member
J-U-B ENGINEERS, INC.
By: William I. Brownlee, M 250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
Its: Trustee 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. 2
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 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
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.—
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 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 this
plat was duly accepted and approved.
Meridian City Clerk
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ooNpl LAN®
11 79 J-U-B ENGINEERS, INC.
si3�►'7�o
00 40 OF 250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
f'M, MCCQl� p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 8 OF 8