CC - Final Plat PLAT SHOWING PLAT BOOK PAGE
14 13 W. Overland Rd.
Fall Creek Subdivision No. 4
13 24
cP&F No. 1071 53515 Situated in the West Half of the Northwest Quarter of
I
I
Section 24, Township. 3 North, Range 1 West, Boise Meridian,
I
Meridian, Ada County, Idaho. -
2017
LO
Point of Beginning S
I \
L1
• • C Curve Table This Sheet g
I 2 Curve # Length Radius Delta Chord Bearing Chord Length
I \ •C3 C1 64.69' 342.00' 10*50'13" S81'43'04"E 64.59'
C� C2 89.09' 157.00' 32'30'46" S60'02'35"E 87.90' a Ma ,
C3 23.06' 93.00' 1412'26" S50'53'25"E 23.00' — '
I • d Scale 1 500
I \ \o,�e C4 89.33' 775.50' 6'35'59" S61'17'37"E 89.28'
53 S6, ��Q C5 154.09' 770.69' 11*27'21" S70'19'17"E 153.83'
I
\\ �•3s 3 C6 347.90' 427.00' 46'40'53" S53'58'37"E 338.35'
46 0 100 200
i \\ w SBr,
. ko
45 47 \d%k �r Scale in Feet
o \;
w N Block 3 •
48
Legend
m \ 49 CS S7T�9� E - Subdivision Boundary Line
4- w M Y 50 • 127,35# - Lot Line
in M 44 '\ \\ ' �` - - - Section Line
to cV _
51 �� • - - - Center Line
•� 00 \ Q-
m ' \ 52 " - Right-of-way Line
p 22 \ice \ \ - Adjacent Property Line
Z 43 I¢ w \ , k 13 �'6 _
Match Line
Chr% ,
sto o° ----------------- Utility Easement Line
c 20 phe •m 12 I - - — -— -— -- - Existing ACHD right-of-way Easement Line
o � I
Block 1
42 a 18 \� 10 I - Section Corner, found Brass Cap
I J � N
N 21 16 \ , ��0. r - Quarter-Section Corner, as noted
19 14 \ 9 •0.,61 o - Found 1/2" Rebar
41 \ \ - O - Found 5/8" Rebar, with Plastic Cap Marked
17 12 sz. O� Marked 'PLS` 11118", unless otherwise noted.
I 10 8 � - Found 1/2" Rebar, Reset w/5/8" ...Rebar
I 15 O� ''� Plastic Cap Marked "JUB 11779"
I \, Block 2 11 8 �OgS '' � 1�.15� � 0 - Found 5 8" Rebar, Added "
\ 13 \ 1 \ /
- I y, � � 1 �G�9 � Plastic Cap •Marked JUB 11779
40 \. 0% 6 p� \ - Set 1/2"x24" Rebar, with
39 R Dc S� L3� Plastic Cap Marked "JUB 11779"
38 er O,. 9 p - Set 5/8"x24" Rebar, with
I \ 7 q L5 Plastic Cap Marked "JUB 11779"
37 I 0 - Set 1-3/16" Bernt'sen�� BP Cap with Magnet
105.19 L 10 • Block 3 5 \ _
N89 18 35 W I 150 \ ` Marked J-U B 11779
/V�J-40 S�, 36 �\ \ Off` , l - Set 1/2"x24" Rebar,, with
4 /
I I� I ' i IS"� � r 35 \ 3 .�� ��, � � Plastic Cap Marked EASEMENT JUB 11779
Np %(; I 1 34 �� D.b* o. Point Not Set or Found
I 1 / 26, 3 • C# Curve Number (Typical)
`38'� 33 32 \c f .'o L# - Course Number (Typical)
49 �S , � �o�.oa # - Lot Number (Typical)
J
110 29, 31 +"� �� / G' [####] - PLS Number Found on Monument
I / 1 '2S'00 4� ���� Line Table This Sheet (####) FallRec�Creeksis No.o3.Bearing
I � 1
/ / •'� O I
i S46 Cree / ���. Line # Direction Length
d�� / / L1 S88'56'38"E 48.00'
23 24 NO, L2 S44'16'13"E 35.38'
CP&F No. 9255545 L3 N30'38'10"w 16.92'
III���pl LAND
L4 S51'54'40"W 50.00' S
L5 S38'05'20"E 5.70' L ■ ■
L6 N50'20'15"W 25.64' 11/779
L7 N52'12'55'W 75.04'
L8 N62'08'20"W 63.92' OF
J-U-B ENGINEERS, INC.
L9 N67'03'35"W 75.10' 250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944
L10 N83'58'54'W 93.15' p 208 376 7330 f 208 323 9336 w www.jub.com
JUB Project No. 10-17-014 SHEET 1 OF 8
L1 ` PLAT SHOWING PLAT BOOK PAGE
Fall Creek Subdivision No. 4
* S89.18'35"E \
60.03'
_ C
3
S,6.CO
34, \\ \ See
56
Key Map
Scale 1" = 500'
0 40 80
00 AD
53 �Ix ',,`r \'\
Common Lot Scale in Feet
1tk 40
Block 3
46 �S QQ,
Existing ACHD ��' \ \ 8236 la - 3)�F •81
JP O / Storm Drain \ 6 8j\\ \-\ Existing Right-of-Way
Existing ACHD %O / / /�• \. g Y
Right—of—Way p Easement, See 7p. \ \\ \. Easement, See
t0 Easement Note 7 Easement Note 6
Easement, See $ \
Easement Note 6 Nh � /� `'� •OQ• \ \.\
C1445 \ \` - N6-..\ \ .
47
00
00
CO
qj
4i -N74.0 ,s,,,,- 2� C2 v �\
0 N
Existing ACHD
\ ,
49
LO
Storm Drain —
N rn Easement, See C6 $
co Easement Note 7 — / /
D� / $QO \ \ /
`�� � .QQ, � i h mob' i • \
in `� 44 `� \ O \\ \ ' 50 ' \ •
i ' O ^/ 70,04
r— ` 40
Co 0
I \ G . _ , try b ,� NrJ• > 6 /
51
Z 03 \ /
e-It I
40
a) 3 r 83'23 17" I \ 4• c N /
/� 3
52
oo CID0 15 Block 2 �,$ h��st \38Q$ , 4 j$ �`� �, ,� ,�
w p � � � N I n i 22 � / 'QO 'aher � 00'� �`./' / ,� O � / O / 00 113 �
in cn 43 o w , / ,' \ N64. ®r \'\ <� O 06 c�• �� r� .
d• Q I i , , r,'� \\\ \ \\`\\ O � ry try/� w0
a0 q� \ 1 \ h O O
o I �1oJ j ^ e- �I Q I NCO OO ,O� / �� \ ry 38Q \� \ `�� 2� / /
Z Lt_'--126.45'--- ' �3 �L'i ��.1� �. ,o� �' ; ``�\aQ0\ .$ ' `363' \ ��\\ 8' / 6�� ti .9 o 00
CV
3 - d• fit- o ' `�' 20
--5' 23 �7-W---- c0 cO Q 3 ,, 1 J j / / O A Existing ACHD `� \. $J a •�,
i tV ) I dM � �`` •4g O ,OP5 Right—of—Way /��\`> •�.> 41 •\ `\ 079 12 a. •/ / `34' � O
0 1 I / O Easement, See , , S
-� "op i i � Z tN M ; ^ry •�O Easement Note 6 �`. \Q0� •'\ / 2
0 CID
Lfi
42 1 M cn CV '' ,� ��� �� •'\ \��3 �, �,,
; 25' 25' I i gyp , ,/ OQ, >F �/ �, /• �,L LA/`lps \\ Cs? C� . , C14
___-_-_----i 18 84,_- 121 �`�' / 16 5 ����s rf
_ i 40 n
� •43 16 W----___ � ice--15' O 1177 M w �
• I ,O / / / / NM �.
8 r•j �� ��� / cy / i ?� �'DOy if OF \��t10� c
Sheet 2 I _.. �5'--',, _..� a�L� ..— ._.._..19._.._.o�.,� ...._.._.._.._.._,� ,��___j�64•i�.` M• Mc�P ✓' J-U-6 ENGINEERS, INC.
—.. _
Sheet�4 41 ,� / 250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
� n > � 4
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 8
�! PLAT SHOWING PLAT BOOK PAGE
• �5�., , Fall Creek Subdivision No . 4
C10 4• C9
Existing ACHD
Right—of—Way
S7 • • — Easement, See
- ='p » Easement Note 6
3
C37 12 7 62,
'gyp\
/ 6�p2�1, 127.890 E ti! ko\ \ .\ 0 40 80
ZY
S7j — _ h
rn
/ _`vExisting '84.3 ` -•'� Scale in Feet
/ O / ACHD
1p / / 1
Storm Drain
8, /• ry Easement, See
/ 6-1 2 / Easement Note 7 / i Co C \
3 / �o ; W �, ; C S 'I-, °
/ 8•
Sh �,� a. try 12 0 0 , / s• 6
(14
beet• j° / j N cry ,. \ \
•��c�3 <�, c_,, �' ^ti •,�"� Block 1C14
\ / _
2 / , ^ O \ \ \
S •��.\C49 ' , �` ` S77.19,03ry 6.14 _. ��, / ��y-b' '(V \ '
• E C42\ ��_`j S .; �ry �� \ \ \ See
go
�`74 1,4 \
O , 3 / / Existing ACHD , O o.
O v�/� , N7 `v' i Right—of—Way '
•�� A: % ' C47 7"19 p3"�y H! Chr, ' C' \ Easement, See '��,, �� \ �� �W. Key Mai
ry �ryo / O ct' 55.63'— 18 /stOpher . C'3 33 \.�\ Easement Note 6 �6,1� Off' °, \ \. `w'O• �Sr.�O. Scale 1" 500'
cV O , i C �� �, >
Existing ACHD / O' r3 , .\ \ C ,� ,�� O� S� CP. 3z.
Storm Drain 2 , , Rst\ `�� ,�' �.' v'�
Easement, See / �h , \ \ ` / / > Tt. O'-
Easement Note 7 / i Oo� OF
1 0 .k �10, \ > c� h \ /�, , •��, O.,\ F \
Common LotCV b, / / A h `�' '.`� 8 0. \ 0 ��� O� \
CV 8
pWo ,f / ;� ;/ �nj ��ry� 10.82' \ \ So+ �•\` \\
j O ry i /4. � 7 c, 38 6,'' J / IAKi'�p, `�\ � �O`L
j �' ' •oo� Block 2
. 1 / Existing ACHD ^�'
,�
—• L�' i , Right—of—Way .O �C
Easement, See , O `\ ,�
6p CS2 1 � <e Easement Note 6 / \
/
' • �`1 Off` a C6 t� \��� V tK
I \
h �O
3 ' `-7 CSe
N / SS
n ••ash LANp
She Pet, ` \ 02o, A8, \ y °�� rf� s Goll
33
Block 3 � sso• ��,00
11779
9T�OF
,,, �;/' ;' •' ��:�8; F � � \ � °y M. Mc�P�� J-U-6 ENGINEERS, INC.
0' 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
Creek FallSubdivision No. 4
/ 00,
N� `\` `y \ ••Sheep.?
110
10
/ 16
21
/ , ,, %• O Existing ACHD
i — ,O Right—of—Way
'N80.43,16 _ i c3 i i %• �W p Easement, See S / �/ \ 4
'-- ___, • �"15' O �'^`��\ i p• Easement Note 6 ,
i ,O ry
Sheet 4 .._.._.: ' ._.._.._.._15' 00 Cl)
`'�► �� �ry_.._.. 19 — .._.._.._.. \`� �6 `\\\ // �•C
00
N "1• \ �c' � '`, �' ' a`� o ; �'`,�S �'`�' ; o • O• / Scale in Feet
\ \ 44
2 `� N ryp' `00\ �`.��1� t�cy� �
p �" �=�. � \ \ .Z ,'� , `w Existing ACHD /
�;. � \ / / 17 �� / �� 1 Storm Drain
fn i �� •\ \ ` ` .p0 ,/ I `--- I Easement, See /
' a 1 �� �� \' '�1 O .S. / �S , �I Easement Note 7
•QO,. \ J/ S• o p. 10 � 00, /
_`V ry Block 2 Common Lot
to
, � \ \ 15 `
N ,�
(/j co Existing ACHD / \ � , � , 0 S.
F I'7 Right—of—Way / >86 \ J�,00, G``J, •pc p0 /
to 53 Easement, See \ \ C 2N
00 Easement Note 6 / \ , \ '� / et
/ \ h / ; 13 Existing ACHD /•
Z v / , �/ \ / r� Storm Drain `
c \ / O Easement, See
�o ,! 3 ^�\ \ >S \ 3 SQQ,. ,� ,O Easement Note 7
40 N i i/ 0>' /V `32 9 !y \ �' ap °jp e 3
n
o cr / \ J 1 %ds h N
r' o .� Block 3 SJ\,
N s N 39 14) �`�o
` C
PO / 9 \ ,
�100
0, ^ ,ti �
^� �, / \ \ 63 \ e Ma
___ i Cl) 38 , ,3 ,,� \ \ \ Scale 1" — 500'
57.19'
1105.19 • �� ,\
N89'18'35"W L10 �s•28, N 3700,
`
(y10.
00
36
``. �,`�' 35
� S C,r N 34 Cb
� i •�•t � \`�.\ C
1 °h N° / 9 99, , , / , ghee
� She mot.
33 N
4p 1 ,;" Block 3 • . ,�\ ss ,
/ 4 N 32
s10' pc110
2 � `
31
/ 639
C.
70,
Of
p,C LA04
Np
11779
E OF O
�oyM• Mc�� 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 4 OF 8
PLAT SHOWING PLAT BOOK PAGE
Fall Creek subdivision No. 4
Line Table Curve Table Curve Table
Line # Direction Length Curve # Length Radius Delta Chord Bearing Chord Length Curve # Length Radius Delta Chord Bearing Chord Length
L1 S88'56'38"E 48.00'
C1 64.69' 342.00' 10*50'13" S81°43'04"E 64.59' C41 50.05' 775.00' 3'42'00" N75'28'03"W 50.04'
L2 S4416'1YE 35.38' C2 89.09' 157.00' 32'30'46" S60'02'35"E 87.90' C42 45.76' 275.00' 9'31'59" N72'33'04"W 45.70'
L3 N30'38'10"W 16.92'
C3 23.06' 93.00' 14'12'26" S50'53'25"E 23.00' C43 73.31' 275.00' 15*16'25" N60'08'52"W 73.09'
L4 S51'54'40"W 50.00'
C4 89.33' 775.50' 6'35'59" S61'17'37"E 89.28' C44 69.22' 275.00' 14'25'19" N45'18'00"W 69.04'
L5 S38'0520"E 5.70' C5 154.09, 770.69, 11*27'21" S70'19'17"E 153.83' C45 82.06' 225.00' 20'53'51" S4832'16"E 81.61'
L6 N50'20'15"W 25.64' C6 347.90' 427.00' 46'40'53" S53'58'37"E 338.35' C46 71.99' 225.00' 18*19'52" S68'09'07"E 71.68'
C7 166.09' 300.00' 31'43'18" S73'26'56"E 163.98' C47 17.54' 825.00' 1'13'04" S76'42'31"E 17.54'
L7 N52'12'55"W 75.04'
L8 N62'08 20 W 63.92'
C8 93.33' 800.50' 6'40'49" S61'15'12"E 93.28' C48 79.19' 825.00' 5'29'59" S73'20'59"E 79.16'
L9 N6703'35"W 75.10'
C9 159.37' 795.69' 11*28'33" S70'19'53"E 159.10' C49 68.73' 825.00' V46'24" S68'12'48"E 68.71'
L10 N83'58'54"W 93.15
C10 71.81' 795.69' 5'1O'14" S67'10'44"E 71.78' C50 93.64' 975.00' 5*30'10" N67'38'57"W 93.61'
L11 S23'15'59"E 29.04'
C11 87.56' 795.69' 6'18'19" S72'55'00"E 87.52' C51 9.46 325.00' 1'40'04" N73'50'10"W 9.46'
L12 S66'56'34"W 28.83'
C12 183.19' 800.00' 13*07'12" S70'45'27"E 182.79' C52 72.65' 975.00' V16'09" N72'32'07"W 72.63'
L13 N64'11'51"W 6.90'
C13 74.83' 800.00, 5°21'34" S66'52'39"E 74.81' C53 70.70' 325.00' 12'27'52" N66'46'11"W 70.56'
L14 S06'36'43"W 25.28' C14 108.36' 800.00' 7'45'37" S73'26'14"E 108.27' C54 57.86' 325.00' 10'12'00" N55'26'15"W 57.78'
L15 N63'37'55"E 28.90' C15 114.34' 60.00' 109'11'26" N61'12'26"E 97.81' C55 99.57' 275.00' 20'44'43" S62'22'49"E 99.03'
L16 N26'18'40"W 28.95'
C16 74.15' 60.00' 70'48'34" N28'47'34"W 69.52' C56 66.23' 1025.00' 342'07" S72'49'08"E 66.22'
L17 S38'22'24"E 24.69'
C17 188.19, 55.00' 196'02'34" S51'37'36"W 108.92' C57 9.20' 275.00' 1'55'01" S7342'41"E 9.20'
C18 20.08' 820.69' 1'24'06" S65'17'40"E 20.08' C58 138.02' 325.00' 24'19'56" S62'30'13"E 136.99'
C19 17.32' 775.00' 1'16'51 N64'50'17"W 17.32' C59 116.79' 275.00' 24'19'56" N62'30'13"W 115.91'
C20 28.42' 85.00' 19'09'37" N73'46'40"W 28.29' C60 178.21 975.00' 10*28'20" S69'26'01"E 177.96'
C21 18.50' 20.00' 53'00'21" N56'51'18"W 17.85' C61 187.34' 1025.00' 10*28'20" N69'26'01"W 187.08'
C22 24.32' 55.00' 25*20'16" N43'01'15"W 24.12' C62 23.46' 825.00' 1'37'44" S65'00'44"E 23.45
C23 56.11' 55.00' 58'27'20" N84'55'03"W 53.71' C63 11.92' 975.00' 0'42'01" N64'32'52"W 11.92'
C24 55.82' 55.00' 58'09'18" S3646'38"W 53.46' C64 57.10' 85.00' 38'29'29" S44'57'07"E 56.04'
C25 51.93' 55.00' 54'05'40" S19*20'51"E 50.02' C65 46.04' 1025.00' 2'34'25" S65'29'04"E 46.04'
C26 18.50' 20.00' 53'00'24" S19'53'29"E 17.85' C66 75.07' 1025.00' V11'48" S68'52'11"E 75.06'
C27 43.26' 35.00' 70'48'34" N28'47'34"W 40.55' C67 105.05' 85.00' 70'48'34" S28'47'34"E 98.49'
C28 66.70' 35.00' 109*11'26" N61'12'26"E 57.06' C68 8.02' 275.00' 1'40'12" S51'10'21"E 8.02'
C29 327.53' 402.00' 46'40'53" S53'58'37"E 318.54' C69 67.20' 60.00' 64'10'33" S83'42'52"W 63.75'
C30 171.17' 250.00' 39'13'43" S57'42'12"E 167.84' C70 47.14' 60.00' 45'00'53" S29'07'09"W 45.94'
C31 287.60' 353.00' 46'40'53" S53'58'37"E 279.72'
C32 188.91' 825.00' 13*07'12" N70'45'27"W 188.50'
C33 188.28' 275.00' 39'13'43" S57'42'12"E 184.63'
C34 154.05' 225.00' 39'13'43" N57'42'12"W 151.06'
C35 104.24' 353.00' 16'55'07" N66'41'24"W 103.86'
C36 13.36' 353.00' 2'10'06" N76'14'00"W 13.36'
C37 36.65' 820.69' 2'33'32" S74'48'33"E 36.65'
C38 307.16' 377.00' 46'40'53" S53'58'37"E 298.73'
C39 65.38' 353.00' 10*36'46" N35'56'33"W 65.29'
C40 104.62' 353.00' 16'58'54" N49'44'23"W 104.24'
LqN�s'
c,\S T fps, G
11779
J:Ilk91�1�/r U�B��i,,OP�o
D� F OF �O
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
Fall Creek Subdivision No. 4
Notes Easement Notes
1. Lot 13 of Block 1, Lot 11 of Block 2, and Lot 53 of Block 3 are common lots and will be owned and
maintained by Fall Creek Subdivision Homeowner's Association. 1. Lot 13 of Block 1, and Lot 53 Block 3 are hereby designated as having a Utility Easement and a
Pressure Irrigation Easement co—situate with said lots.
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 2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the
assessments by the Nampa & Meridain Irrigation District. 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
3. Any re-subdivision of this plat shall comply with the applicable zoning regulations in effect at the time television/data; appurtenances thereto; and lot drainage.
of the re—subdivision.
3. All Pressure Irrigation easements shown or designated hereon are non—exclusive, perpetual, shall
4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the run with the land, are appurtenant to the lots shown hereon, and are hereby reserved unto the
applicable zoning regulations of the City of Meridian, Idaho. 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
5. This Development is subject to a Development Agreement Instrument No. 114030972. 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
the land, are appurtenant to the lots shown hereon, and are hereby reserved unto Fall Creek
7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary Subdivision Homeowner's Association, Inca for the installation, maintenance, operation, access to,
restriction release. 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 5. A portion of Lot 13 of Block 1, Lot 11 of Block 2, and Lot 53 of Block 3 are servient to and
restrictions. 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
9. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "No Instrument Number 2015-103256, official records of Ada County, and incorporated herein by this
agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or reference as if set forth in full (the "Master easement"). the Master Easement and the storm
public, by any changed conditions in or about the surrounding nonagricultural activities after it has been water drainage system are dedicated to ACHD pursuant to section 40-2302 Idaho code. The
in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance Master Easement is for the operation and maintenance of the storm water drainage system.
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 6. See Instrument Number for existing ACHD Right—of—Way Easements.
expansion thereof."
7. See Instrument Number for existing ACHD Storm Drain Easement.
10. This development is subject to ACHD License Agreement Instrument No.
8. No Utility or Pressure Irrigation Easement created hereon shall preclude the construction and
11. Per the City of Meridian, bottom elevation of structural footings shall be set a minimum of 12—inches maintenance of hard—surfaced driveways, landscaping, parking, or other such nonpermanent
above the highest established normal ground water elevation. On DATE, COMPANY excavated ?? test pits improvements.
to depths between ? and ? feet and encountered no ground water.
9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
12. Direct access to S. Linder Road is prohibited. unless otherwise noted.
Reference Documents
Subdivisions:
Surveys:
Deeds:
Easements:
LANp
�1ST (rJ
f SG
11779
�o grF bF °P o� J-U-13 ENGINEERS INC.
oy
tit. M& 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
Fall Creek Subdivision No. 4
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 Subdivision No. 4, and that it intends to include said real property, as
described below, in this plat:
A parcel of land situated in the West 1/2 of the Northwest 1/4 of Section 24, Township 3 North, Range 1 West of the Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows:
Commencing at a Brass Cap marking the northwest corner of Section 24 from which a 5/8 Inch Iron Pin marking the West 1/4 corner said Section 24 bears South 00'41'25" West, 2650.74 feet;
Thence along the west boundary of said Section 24, South 00'41'25" West, 1258.56 feet to the POINT OF BEGINNING;
Thence South 88'5638" East, 48.00 feet;
Thence South 44'16'13" East, 35.38 feet;
Thence 64.69 feet easterly along the arc of a non-tangent curve to the right having a radius of 342.00 feet, a central angle of 10'50'13", and a long chord which bears South 81'43'04" East, 64.59 feet;
Thence 89.09 feet southeasterly along the arc of a compound curve to the right having a radius of 157.00 feet, a central angle of 32'30'46", and a long chord which bears South 60°02'35" East, 87.90 feet;
Thence 23.06 feet southeasterly along the arc of a reverse curve to the left having a radius of 93.00 feet, a central angle of 1412'26", and a long chord which bears South 50'53'25" East, 23.00 feet;
Thence 89.33 feet southeasterly along the arc of a compound curve to the left having a radius of 775.50 feet, a central angle of 06'35'59", and a long chord which bears South 61'17'37" East, 89.28 feet;
Thence South 64'35'37" East, 485.81 feet;
Thence 154.09 feet easterly along the arc of a curve to left having a radius of 770.69 feet, a central angle of 11°27'21", and a long chord which bears South 70'19'17" East, 153.83 feet;
Thence South 77'19'03" East, 127.35 feet;
Thence 347.90 feet southeasterly along the arc of a curve to right having a radius of 427.00 feet, a central angle of 46'40'53", and a long chord which bears South 53*5837" East, 338.35 feet;
Thence South 30'38'10" East, 52.24 feet to the northeast corner of Fall Creek Subdivision No. 1, recorded in Book 107 of Plats at Pages 14780 through 14782, records of Ada County, Idaho;
Thence along the westerly boundary of said Fall Creek Subdivision No. 1 the following eight courses and distances:
South 59'21'50" West, 74.00 feet;
North 30*38'10" West, 16.92 feet;
South 59*21'16" West, 140.94 feet;
South 51'54'40" West, 50.00 feet;
South 38'05'20" East, 5.70 feet;
South 42'56'04" West, 243.92 feet;
North 50*20'15" West, 25.64 feet;
South 39'39'45" West, 172.08 feet to the north boundary of Fall Creek Subdivision No. 2, recorded in Book 109 of Plats at Pages 15465 through 15467, records of Ada County, Idaho;
Thence along the northerly boundary of said Fall Creek Subdivision No. 2 the following eight courses and distances:
North 5T 1255" West, 75.04 feet;
North 62'08'20" West, 63.92 feet;
North 71'25'00" West, 110.29 feet;
North 67'03'35" West, 75.10 feet;
North 64'26'38" West, 190.13 feet;
North 71'40'45" West, 150.57 feet;
North 83'58'54" West, 93.15 feet;
North 89'18'35" West, 105.19 feet to the west boundary of said Section 24;
Thence along said west boundary, North 00'41'25" East, 813.35 feet to the POINT OF BEGINNING.
Said parcel contains 793,647 square feet or 18.22 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:
have hereunto set my hand
Thomas Coleman, Division President
Toll ID I LLC
Certificate of Surveyor
I, Cody M McCommon, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Fall Creek Subdivision No. 4, 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.
� l LA
Np s
Acknowledgment ���ksrf G
CIL-
State of Idaho
County of Ada
ss. 1 779 0 .
On this--day of in the year 20 before me, a Cody M. McCammon, PLS 11779
Notary Public in and for the State of -, personally appeared OF
Thomas Coleman, known or identified to me to be a Division President of M
Toll ID I LLC, that executed the within instrument and acknowledged to me
that Toll 1D I LLC executed the same.
Notary public for Idaho
1rJ B
My commission expires
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
Fall Creek SubdIv1sion No. 4
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_M. 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 County of Ada ss' Instrument No.—
approve this plat.
hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at
--minutes past_ —o'clockr.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 ,�M, this
plat was duly accepted and approved.
Meridian City Clerk
Opp` LAND
6\SiF,p `sG�G
11779
1 o J-U-B ENGINEERS, INC. -
eOO9lF Or ��P�O� 250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
y AV MCQ, p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 8 OF 8