HomeMy WebLinkAboutMapsPLAT SHOWING
Weston Pointe Subdivision 1\T®e 5
Situated in the Southeast Quarter of the Southwest Quarter and the Southwest Quarter of the Southeast Quarter of
Section 1, Township 3 North, Range 3 L7est, Boise Meridian,
City of Caldwell, Canyon County, Idaho.
2017
a
Key Map
Scale 1' = 500'
�{ I
1 Unpiatted cin
C-S7 /16 \�
m o Point of I (NB9'33'45'E 252.36') Owyhee Village Subdivision
N89" 12'24"E - 866.20' - - - rtr, m„ Beginning , N89'32'21 "E 252.35'
Weston Pointe V- 66 67 68 69 70 71 72 a' 27 26 22 Block 10
Subdivision No. 2 EI? I 25 24 23 21 \ \
(N15'49'00'Y/) I ` \
N15'47'57"W oak 5_ I 'L
�__._
111.68' � 65 r �- Newbridge Street (Pubtte) - � 20 �cp a'• �
F21 20 19 18 17 16 15 14 13 2 ' 19 o,
U± \ lock 1 I o <^
O (P I
� o
v N 64 I 1
18 ` z
cP.
Z 1 63 � ` 1 2 3 4 5 6 7 8 9 10 � m �` \
17 \
2 O t 62
16
Weston Pointe ` r Bainbridge Street (Public)
Subdivision No. 1 N LLAO t 61 e - -- -- -- -- ---- -- \/ ` \
r24 23 22 21 20 19 18 \ 17 16 15 14 13 15 \
\
60 �\ ` Block 8
rn 59 r S89'12'20"W 651.78'
t S72'25 24"W ' I I S61'58'44`%V N71'31'58"W
67.00' :' 66.09' 81.34'
O O
'Z25.2q W 1 S80'04'40"W Weston Pointe "' Weston Points
5 56.50' Subdivision No. 4 co n Subdivision No. 4
O '
Z
N89'26'42'E Basis of Bearing
1323.31' [Illegible] N88.27'07'E 1323.38' 1
2 1 ___
11 12 --- 121/4
W1 16 CP&F 200663365
CP&F 2005020006 CP& 881603
Curve Table - This Sheet Only
Cur" 6 Leny,h Radius Dclta Chord Bearing Chord Length
Cl �5.35• 36,68• 41'09'03" N04'46'34"E 25.78'
(41'15'597 (N04'49'00'� (25.85')
PLAT BOOK= PAGE
2017-040176
RECORDED
09/18/2017 10:38 AM
00374322201700401760060060IIIIIaJIIIll
CHRIS YAMAMOTO
CANYON COUNTY RECORDER
Pgs=6 SCUPUIS S11 CO
PLAT
JUS ENGINEERS INC
r
T
100 200
0
Scale in Feet
Le4end
�-�-
- Eloundary Lino
- Let lln0
�- - - -
- Section lino
-- - - '-
- Ccntcr lino
Right-of-iroy Uno
--- --
- Adjacent Property Line
Match Line
--- ------'--
- Tie Lino
-
- - UUI! Y E¢ocmont Lino
--
_ -
- - Canal Ea_mont Uno
- -
t7
- - E'J'Ung TcmPorery Soucy Eoxm;,.nt
Sea Eeccmont Note 4
G{Ll+
- ScctJon Corner. Found em= Cop
m0cl
- Duartcr-Sxt{on Ccmcr, Found R'uminum
0
Cop
- Found 5/8" Rbor
O
- Found 5/8' Rr_-bor, D--�tc n .-
Rcct With 5/8'x24' rz_ d by �n'�cion
'6or.
v;Lh
PIa;Ua Cap !.'.arty 'JU3 11334-
C
- Set 1/2'x24' Reber, v
Plaatic Cop Hartxd JU3 11334-
�'
- Sot 5/8'x24" Rcbcr, r.;ih
Pta=trc Cep r_a;k::d 'JUi3 113,34-
- Sat 1-3/16' [I,mt'c-n 6P Cap, crlth L"cgrt
Vadmdl J-u-B 113W
- Pont not Sct or Found
C11#11
- Curve Number (Typ!oal)
Lrf
- coumo Number (Typ!CoQ
#
- Lot rtumb-r (Typ!cal)
WC
- CGtne-o Corncr
RM
- 110crcnco Llcnument
sf
- Square Feat
111d117)
- PLS Numbcr Found on L!cnumcnt
( )
- Rccnrd Infonnati0n
�' C
J�D
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 ! 208 323 9336 ry www.Jub.com
SHEET 1 OF 6
1 PLAT SHOWING
weston Pointe Subdivis'1
onl 5
N�
Unplatted t. m
N89'12'24'E 866.20' 14.32' 1n�
60.00' 60.00' s0.00' 70.00 28.00' 8.00' 70.00 �- we
60.00' 60.00' 60.00, 1 -U 167.82 - - io - _ m _ an - - n - - -� 15.59.14.69' we INCwe We 1�.96 v •-13.�1
-e�•1 -� v - 18.46' V' wC 16-LE c -� I $�6' --� f=-1o' p
------0 - N w 21.22_a 21_45' _o WC-21.67_-o w---- - ---o- O ! I I 28' 2 ol o I
r 20.18' -o $
Wetlton Pointe ` n '0I M 1012 Block 10
Subdivision No. 2 Exisu 9 Notas Canal^ o zz I�1 o c6of � co o
�Eoaemont• See 66 o ate°• 6517 of m 6628 at � uo 6627 If m 6627 of p 6627 sf o 7531 lu)1� < rn� I 75317 of 'r ri
y Easemont Note 3 p t COCD l' 69 70 a M a 72 N t. rn
O 65 ^ co 7t55 of r` m 67 r` Co 68 i� rn a m a 71 m f 10'-1 I I moo 0
rnon Lot o0 0+ . C16 1-- bo - g Block 5-0 - Z -J_ �o'txIQ o �'�---t-z
` Com z o. z C15- z z "'`-- z i� 50.00
CA_ _ _ C1 mod, 60_00 _ 60,00' 60.00r_ 50.00 b � E �
of Eatsting i�G;� N891 ---- --- o o ; co 281.46
1 32686 cry Sewer N 2'20'E 290.00• � _co
T Ea rnnt. See <.T G•.•� 9A 00 Z U v 329A15
\.l BM-O Eovement Notes Vo �, �n `_ 338.00' Newbridge Street (Public)_ _ _'
�' -' Cl)
D o f N N89.12'207 667.46' DO
Block 5 c �� co 1
slasz33E ^� _i-- N89'12'20" 667.46'--
-i _ - - 5'• / SQL - - _152M"- - - �T -
\\ w w o w
1J% �`- 2k \ 21 0 20 g o 18 0 17 0 16 o 15 of
N3 S�T25 >0\. C12 \�1O o 19 $ O o , o ^ o ^ o
\ C10 t� [j nQ 1 \ 7502 at O 0 6200 of O CS 620D at O o 6200 v/ tam 6200 of b p� G200 of o o 6200 at .�
gh.50 1 \ �1 28' ` LV `m\ y V)i ^ v�i vi -Block 11
9540 ai ` o
W_ b RM \,�� - - - r - N 89' 12'20'E- - r - - _ }-
p_ �g -,Q \ �49• p L--- - r- - 60Q9'-�Q.OQ_
t '1 ` 62.95" 62.00 62. 0 6 .00' 62 00 6 00 67.00
,0g1a \ap` N \ --�•4S%-- -IUQ---Q_Q•Q0---.�a4�- -
AA c \ 63 �'
l \\ s6la st �y\�1 \�\ 01 n 2 g 0 3 a b 4 0 0 5 v g 6 g o 7 I� o
a �81 \ 8774 If fh d0 i� O I� a O 6000 sl 0 6000 of r O 6000 of O
P 1 \ - 150- \ 7 11 it 0 6055 of d o so00 at oo s000 of o o a o b o
71 2 9. ,p5 42 0. \0 �co \o" o"\O�\r1 i Z - Z Z z z z o I z
45 �9 i ` \ 62 \ 11 �ff \ \� ° - - - r - - 6- - _ 60.00' _ 60.00r _ 60A_0_
C6 9.24 60.00
Fr1 1 \ 9690 If \ 2 n t ilCS � - - -1-
0p ��5 4 N89'12'20'E 599.72' I N
c �00
0 1 \\ •24'•'N 152 9 \ 1 �\ C 00 N89.12'20'E _ 599.72_
Z------- -
� �z2� 105 6 M w �' `---�C'- - - -
61 \°\� , N12 �5�03 � � _ 89'1220to aEe5 9r72t (Public) �
\ \\ 9766 of \\ ` W 7O C2 - - 52,QQ' - - �a..O.Q'- - -`0Q- - - -�j�- - - - `(°"�0-
e a 1 \ 3 �9 1
!z o 1. 4� 15 \ 11a ` w o w q
r,+ 5722� 2 105 9� �> P v/ 24 NOi 23 w o 22 v 0 21 0 20 0 19 I
•Q \ Block 5 (o\ \ hfa. o d O q o n o
Weston Pointe 61 0 N f` 0 620o t d o 6200 of 6 6200 sf a o 6200 of
Subdivision No. 1 41.22 11 \ 60 �\ 1 1'J 1 \\ 7514 a V so3s st I.
o b o 0 0 0 0
\\ 9a42 If o
\ 1 'tn Block 8
O \ 1 \ 4� 154.38 1 11 �. Aft
\ 6.52' 1- - - - r - - -
57 2 106 24 �A \ ,Za 1 \\�ld� 52.35' 62.00 62.00 62.00' 62.00' - -
C\ to 28 ` ' '� q, Y� Q S89' 12'20"VN 651.78'
48 �q 1 \-'10 t Gj
59 P 1 25 2g.25 . 25 2 , I 1 i
\\ 9918 If \ 28' \51_ 00
1 6� Weston Pointe I
0 11 \\ 10652 1 �C0 g004'40nW Subdivision No. 4'
- -� �wc 1555 �' S
bg OS 56.50'
S12 25
PLAT 800K_ U_ PAGE
1 py-mw-
Scale 1' - 500'
11
Cad
0 50 100
Scale in Feet
Curve ?able - This Sheet Only
CNvo f
Length
Rodluo
Delta
Chord Boarin9
Chord Length
cl
26.34'
36,65'
41'09'03'
NO4'46'34'E
25.78'
C2
44.52'
152.00'
16-46'56'
I S8O'48'52'1Y
44.36'
C3
52.72'
160.00'
16'48'S6'
S80'48'S21Y
52.53'
04
60.92'
208.00'
16-46'56'
S80'48'521Y
60.71-
05
19.90'
208.00'
528'53'
S75'09'511Y
19.89'
C6
41.02'
208.00'
1 11-18.03-
SaS33'19'1Y
40.96•
C7
50.32'
27.00'
106'46'56'
S35'48.521Y
43 •
C8
102-50'
55.00'
106'46.56'
S35-48'52ZY
C9
12.78'
83.00-
B-49.18-
S73'°9'57-E
12.77'
CIO
10.97'
20.Go-
31'25'01'
N24-27.48'1Y
10.83'
C71
144.56'
S4.50-
151*58*22'
S35'48'52'Y/
c12
12.1'
54_50,
13-31"30-
53324'34-E
105.76'
C13
55.51•
54.50'
58-21.22-
S02'31'48-AV
12.84'
C14
38-89'
54.50-
40.53'09•
S52-09.07-W
53.14'
C15
3729'
54.50'
39'12'21'
N8T48'D7iY
38.07'
C16
10.07'
20.00-
31'25'Oi'
SaT54'27'E
36.5T
C17
12.78'
a3.00-
8*49'18'
S84'47*421Y
10.83'
12.77'
(JOU11118
J-U-6 ENGINEERS, INC.
250 South 6eechwoDd Avenue, Suite 201, Boise, ID 93709.0944
p 208 376 7330 f 208 323 9336 w tvww.lub,com
See Sheet 1 for Legend
SHEET 2 OF 6
r(.•Y
PLAT SHOWING
Wes -ton P®inte Subdivision N®e 5
Ovryhee Ylloga
"t Subdivision
:=N89122`;"E t�roJ N89'32'21"E 252.35'
Existing "roe Carol 866.20 35•J _ �� ��p_ - MOIL - 32.59' 62.14'
Easement, nee 60,00' - - �-- - `
Easement Not, 3 6 WC
O.pQ 8.01' 22.38' i-10
Ct
o,
25 a 24 a 23 M22
o o `�_ Fxiau ��.
26 6627 e1 a o 6523 of y. O� 6604 of O 7055 of O 21 Dmin Ea0i7men ✓O
' 66z1 a o o z= z 1 Z o Block 10 ` Noon 4Utnent L �
l Z 13506 of 4
a I o \c310't' 7
C19 Common Lot i;
1- y0°
z ,-- --
_
60AOT 51.46T C 5 'o
.�60_i p✓ 2 20-E 281.46' -2a Q.
m N6T Newbridge Street (Public) C 8 C21 6p2 \
a - 120� 667.46' 20 \
N p76T2'C' 3 10529 of
�t45\ ; ° 49 p0
12'20'E 667.46', _ _ _ _ \ C22
52.70' C? `�Ln\ 59 A4� c yy. o D
Ct Cp.
19
14 0 6200 of a 6200 of 1� `\ y 1 j �p 10542 of \\ ` p.7 yp0 to �G
bzm m bo Block 11 0 - o % 0 O� ` 0 F. 1 o r' o
to N (n �. 9^/\•p\ 159� \ ` $. S� Cri.
01
Ne 12'20'E 15.83' 11 \6Jy \ OLco t\ C\6 y�1 \
--62.00r� 9
i
21903 of 0. `'do ;\\\ 10557 of
o`tD �- qb \ C 0
Common Lot \ \%�oa\�o\ 1y$ \ 02.
0 o g o 0 9 g-0 10 0
v o �* q o o v 6 gS \\
a ci 6000 of Ci 6000 of oO 6000 of o17
t \ nJfJ \ 9y \\ \
z 0 z y
0 0 Z 5.80'\�� j 10573 of e� ` 1y\ 5C yyoO -1
_60.00r - - 60.OD 100.48'
N89 12 20'E 599.72' to C26 N6/y�y0 \1 \ \ 9
N 1ji
co N89'12'20'E 599.72' `
rn \
N Bainbridge Street (Public) 1 \
m
A'89' 2'20'E 599.7 ' _ - j C2� a L1.2 �o\
--UAL- 41E C29 -580'
I `no `ems ot9.
m \
\ \\ \\
d \ \i `
ty \o \
16 \ ��
Block 10 \ �y\31 i
10588 of Yc yy.
Ak
96' \
17 ' 16 w 15 0 14
pp o 0 0 LP \
g
v a 18 0 -C, d 0 0 n 0 N A 7912 of
n 6200 of r- 6200 of O 6200 of a o 6200 of
o 0 6776 of
e o 0 0 0 0 0 0 m✓ 4O 6j' CO�p \
0 1 Block 8 0 N
--ti2.00r---62.00'- - 62.00`-- - 62.00' 75.ti ilrc'y6�66�9 8�'34'8�y
S89' 12'20 V 651.78' SO 4T40'E
I too'
I
Weston Pointe
'Subdivision No. 4
See Sheet 1 for Legend
\
15 \\ \ yy..
10604 of \ Y71y1
9
06-
PLAT BOOK Le PAGE
a
Kev wa
Scale 1' = 500'
Curve Table - This Sheet Only
0 50 100
Scale in Feet
Rcddw
Deno
I Chord Searing
Chord Length
Length
Ly°
90.93' �.��
6746'24'
N59'24'281Y
86.45'
018
�•
83.00'
5'54'14"
N8750'331Y
8.55'
619
48.99'
83.00'
1 3548'58"
I N67'58'571Y
4828'
L-20
22.y'
83.00-
15-20.54'
N43'24.011Y
22,17'
C21
11.16
83.00
742'18'
N31'52'251Y
11.15'
C22
60.26'
55.00
62'46'24'
N59'24'281Y
57.29'
C23
C24
29.58'
27.00'
6746*24'
N59.24'281Y
28.12'
C25
24.71'
52.00'
27'13'36'
N75'35'32-E
24.48'
L46
38-o2'
80.00'
2713*36'
N7535'32E
37.66'
C27
51.32'
108.00'
2713'36'
N7535'32"E
50.84'
C28
34.14'
10&00'
18'06'37'
N71'02'03-E
34.Do'
C29
17.18'
108.00'
9'06'59'
N84'38'S1'E 1
17 1 T
Line Table - This
Sheet
floe S
Direction
Length
L10
N38'55'32E
24.25'
L11
N16-58-44-E
2828'
L12
S73'01'16'E
2826'
� jUDOC
J-U-6 ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, t0 83709-0944
p 208 376 7330 f 209 323 9336 11- wtv%v.Jub.mm
SHEET 3 OF 6
Wes-t®n
Easement Notes
PLAT
Pointe
1' The Common having a65 of Block 5, Lot 21 Of blankett Utility Easement co —situated ted with Lot 11
lots.
Block 11, are hereby
d�l9noted os
2' 11Utilityappurtenant toents wthe or
lots showndhereon,i are and are hereby reserved the shall
iinstallation the
merits once operation, and use of public & private utilities, pressurized irrigation, sewer, cable
television data' appurtenances thereto; and lot & street drainage.
lock
ts 25
3' tots 59 thraugConal Ea2. ofement5perrand
existi g improements. Blocklock Canyon tirri ation D strit, are encumbered band the
W"tUng Po mote Sutusbdivision No. 4. g
e 1on
4 rough 20, of Block 10, are encumbered by the existing Elijah Drain Easement per
Bur15 of Reclamation, ROS 906780. and Weston Pointe Subdivision No. 4.
eau
5- See Instrument No. 200643511 for existing Temporary Sewer Easement-
6. N casement created hereon shall preclude the construMion and maintenance of
hef Utittyrioced driveways, landscaping, parking, aide & rear property line fences, or other such
nonfrnonent improvements.
7. All easerrl"ts are parallel (or concentric) to the - lines (or arcs) that they are dimensioned from
unless a0
Reference Documents
S.,bdlvislan �-
Owyhoe Village Subdivision (Book 12 of Plats, Page 1)
Weston Pointe Subdivision No. 1 (Book 32 of Plats, Page 8)
Weston Pointe Subdivision No. 2 (Book 35 of Plats, Page 26)
Weston Pointe Subdivision No. 4 (Book 38 of Plats. Page 21)
Surveys:
ROSs 906780. 987617, 9921739, 9006544. 9023050. 20000586, 20001217 and 20010460.
Deeds:
2011003509, 12197 and 2016-026853.
Easements.
200643511 and 200643513.
SHOWING
INTO. 5
PLAT BOOK— PAGE
Notes
1. Any re —subdivision of this plat shall compH with the applicable zoning regulations in effect at
the time of re —subdivision.
2. The development of this property shall be in complionce with the City of Caldwell Zoning
Ordinance.
3. Lot 65 of Block 5, Lot 21 of Block 10, and Lot 11 of Block 11, are common lots which shall
s Association.
be owned and maintained by the Weston Pointe Homeowner
4. Minimum building setback lines shall be in accordance with the City of Caldwell Zoning
meetadimensional standards as nee of the building e 'f All lot, parZoning
and tract sizes shall
established in City of Caldwell Zonin Ordinance.
5. The availability of building permits for this development may be limited pursuant to Caldwell
cry
City Code Section 11-02-06(1)(i) which firms the number `f buiilldin building
to lot mits t purchasers
whetherissued prior the tssuanfinal
ceaof completion
of the develOP' cL�tricted by Caldwell City CodeepSection
9 permitsi5 in
11-02-06(1)(i) and lot purchasers arereencouraged to contact Caldwell City Building Department
prior to closing.
6. Lots shall not be reduced in size without prior approval from the City of Caldwell.
7. 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 ectivitles 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 operat;on, agricultural facility or expansion thereof.-
8. Lots shall not be reduced In size without prior approval from the health authority.
9. No additional the sanitary restriction ic water supplies shall be installed beyond the water system approved in
10. deference is made to the public health letter on file with Canyon County Recorder regarding
11. The areas depicted hereon are for convenience and ore subordinate to the dimensions depicted
hereon.
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 837090944
p 208 376 7330 f 208 323 9336 rvwww.Jub.com
SHEET 4 OF 6
PLAT SHOWING
Weston Pointe Subdivision 1\\To. 5
PLATOBOK PAGE (�
Certificate of wners 5 and that it intends to include said real property, as
Know all people tj these Presents: thot Challenger Development, Inc. an Idaho Corporation, does hereby certify that it is the owner of that real property to be known as Wston Pointe Subdivsian No•
described below, in this Plat:
To -Wit on County, Idaho;
A parcel of land gituoted in the southeast quarter of the southwest quarter and the southwest quarter of the southeast quarter of Section 1, Township 3 North, Range 3 West, Boise Meridian, City of Caldwell, Cony
Commencing at
Thence N89'28• the southwest corner of the south line ofhip 3 Section o ihto theesou southwest BoiseMeridian;
the southeast quarter of the southwest quarter,
42' 1323.31 feet alongcomer of Section 1; angle p
Thence N8527•oTE 323.38 feet along the south line of Section 1 to the south quarter -section point
on the west boundary of Owyhee
Thence N00'18•4g �333.30 feet along the east line of the southeast quarter of the southwest quarter to the purported northwest comer of the southwest quarter of the southeast quarter and °n
Village Subdivision oak 12 of Plats at Page 1, records of Canyon County, Idaho), the POINT OF BEGINNING:
Thence N89'32.21,EB 252 35 feet along the north line of the southwest quarter of the southeast gVll Indd the boundary of Owyhee Village Subbdivision oPo Pointe Subdivisionenterline No. Elijah Drain-,
the
Thence S28'12.0 • 504.88 feet along the centerline of the Elijah Drain and the boundary of Owyhee9 Subdivision to the north boundary
of Thence S61'S8'g34 151 59 feet along the north boundary of Weston Pointe Subdivision No. 4;
Thence N71'31' 4 feet along the north boundary of Weston Pointe Subdivision No. 4;
Thence S61'S8'q�4'W 1 O9 feet along the north boundary of Weston Pointe Subdivision No. 4;
Thence SB9'12'20 51.78 feet along the north boundary of Weston Pointe Subdivision No. 4;
Thence S7725'2gw g7 00 feet along the north boundary of Weston Pointe Subdivision No. 4;
Thence S80'04• 0 feet along the north boundary of Weston Pointe Subdivision No. 4; 32 0{ plats at Page B. records of Canyon
Thence S72'25-4"i 555,57 feet along the north boundary of Weston Pointe Subdivision No. 4 to the centerline of the Notus Canal and the east boundary of Weston Pointe Subdivision No, 1 (Book
County, Idaho); the centerline of the Notus Canal and the east boundaryof Weston Pointe Subdivision No. 1; of plots at Page 26, records of Canyon
Thence N17 55' 9w y35.0 feet allong the contorline of the Notus Canal and the east boundary ointe Subdivision No. 1 to the boundo of Weston Pointe Subdivision No. 2
Thence N17'S5'S2yl 135.03 feet of Weston p boundary (Book �
County, Idaho);
Thence N15'47'S 11 BS feet along the centerline of the Notus Canal and the east boundary of Weston Pointe Subdivision No. 2; a Notus Canal and the east boundary of Weston
Thence 1Sr4 feetNon o curve to the right having a radius of 36.68 feet, a central angle of 41'09'03', a chord bearing of N04'46'34'E, and a chord length of 25.78 foot, along the centerline of th
Pointe Subdiviaiott Q to the now lino of the southeast quarter of the southwest quarter,
Thence N89' Subdivision
No866.20 feet along the north line of the southeast quarter of the soutfwest quarter to the POINT OF BEGINNING.
The above -described Par
contains 14.28 acres, more or less
The public streets sh°wn on this plot are hereby dedicated to the public. The easements shown on this plat am 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
for such uses and
any
Calother
f erand The city ofCaldwellhas agreed in writingted hereon, and no nto structures,
lotsewithinnthe subdivision. Irrigatio�owoieronasre tb on povo be ldeded wrro'm caldwclln the �Mun',ciof 'aleirrigation oistn!ct,finhcomtliancelnwlhsldahod'co'on da 31re-380511 b receive water service from The City of
pp ()() Lots within this subdivision will be
entitled to irrigation water rights, and will be obligated for assessments from Caldwell Municipal Irrigation District.
Corey D. arton, President
Challenger Development, Inc.
Acknowledgment
State of Idaho )
SS.
County of Ado
On this la day of r in the year 20J-'L before me, a
Notary Public in and for the State of Idaho, personally appeared Corey
D. Barton, known or identified to me to the President of Challenger
Development, Inc., that executed the within instrument and acknowledged
to me that Challenger Development, Inc., executed the same.
Notary pubic for Idaho
My commiss;on expires �n-0� S �}r
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 Weston Pointe Subdivision No. 5, as described in the
Certificate of Owners and as shown on the attached plat is correct and tras surveyed in
accordance with Idaho Code relating to plats and surveys.
E
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1-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, BOM, ID 83709-0944
p 208 376 7330 f2083239336 a•www,lub.com
SHEET 5 OF 6
Wes -ton
County Recorder's Certificate
PLAT
Pointe
Approval of Southwest District Health Department
Sanitary restrictions os required by Idaho Code, Title 50, Chapter 13 have been aatisf;ed basad on
o review es i ions ed t'aensed professional Engineer (QLPE) representing the City of Caldwell and
the OLPE appr�avoi ol of the design plans and specifications and the conditions imposed on the
developer for continue
satisfactions of the sanitary restrictions. Buyer is cautioned that at the
nons were
onstru
time of this appro'aOl no drinking
Quow dwithappropriate building water extensionsrpermits isewer ef drinking wateraextc extensions Building ons Or sewer
construction can b ce been constructed. or if the developer is simultaneously constructing those
extensions have 51 eloper fails to construct facilities, then the sanitary restrictions may be
focilities. If the ,dance with Section 50-1326, Idaho Code, by the issuance of a certificate of
rc—impval. in °° and ^o construction of any building or shelter requiring drinking water or sewer/septic
disopProvol, allowed.
faciGtie� aholl Ua
Southwest District Health Department
Approval of Caldwell City Engineer
I, the undersigned, City Engineer, in and for the City of Caldwell, Canyon County, Idaho, do hereby
approve this plat -
Caldwell City Engineer
SHOWING
Subdivision
1��®° 5
PLAT BOOK ��_ PAGE_
Approval of Caldwell City Council
I. the undersigned, City Clerk in and for the City if IdonCaldwell, C AmnrCay ofty. daho, do hereby
certify that at regular meeting of the City Council held on the � day of ..I�—.
this plot was duly accepted and approved.
Certificate of County Surveyor
I. the checked this undersigned,
and find that tor for complies then County.Idaho.
of Idaho hereby
C de relating that
to plat v and
p plies with
vacations.
Canyon County Survoyor
Date
P�vIp
Certificate of County Treasurer
I, the undersigned, County Treasurer in and for the County of Canyon. State of Idaho, per
requirements of Idaho Code 50-1303, do hereby certify that any and all currant and/or delinquent
county property taxes for the property included in this proposed subdivision have been paid in full.
This certificate is valid for the next thirty (30) days only.
Canyon County
gh3h
Date
. c �L �o:F
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J-U-B ENGINEERS, INC.
2_50South Beechwood Avenue, Suite 201, Boise, ID 83709-0954
p 208 376 7330 f 208 323 9336 a vmm.lubsom
SHEET 6 OF 6
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