HomeMy WebLinkAboutCC - Plat 9-30-19�3 34
2
►i
�L� 1
010101010
W. LESINA ST.
OAKCREEK SUBDIVISION NO. 3
BK. 106 PG. 14692
`FL Q
a G Z
H
V)
Y
Q
O
X9.99
D21 BLOCK 2
20 19 18 17 16 15
W. LESINA ST.
W. MCMILLAN RD. _ S.28 S.27
CP&F NO. S.33 S.34
2015-079245
TC)
I�
I
POINT OF N 89'30'26"W
BEGINNING 48'00
12
7 1 i
14 13 1 I
� Q I
W. GRAND RAPID DR.
22
BLOCK 1
54"W 302.03 _ _ - - �� •G�
N77'43'33"W 82.6 /_
N63'07'27"W 70.53'`
N58'15'13"W 39.83
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
0 BLOCK 3
23
24
25
26
27
28
29
30
N73'45'43"W
1'50'47"
C3
50.00
78.51
70.69
S44'31'32"E
89'57'48"
C4
L OCK
3
38.25
N67'00'59"W
44'58'54"
131211 1000000000
i'1 ~ N89'30'26"W
50.00
398.46
W. THORNAPPLE
N22'02'05"W
DR.
21
20
19
18
17
16
15
14
O %
70.70
S44'31'01 "E
89'58'50"
C8
50.00
78.56
70.72
S45'28'59"W
19'49'37"W 56.78
W. GRAND RAPID DR.
22
BLOCK 1
54"W 302.03 _ _ - - �� •G�
N77'43'33"W 82.6 /_
N63'07'27"W 70.53'`
N58'15'13"W 39.83
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
64.00
78.93
74.03
S55'09'36"W
70'39'57"
C2
623.50
20.09
20.09
N73'45'43"W
1'50'47"
C3
50.00
78.51
70.69
S44'31'32"E
89'57'48"
C4
50.00
39.25
38.25
N67'00'59"W
44'58'54"
C5
50.00
39.25
38.25
N22'02'05"W
44'58'54"
C6
600.00
155.22
154.78
S82'05'46"E
14'49'19"
C7
50.00
78.52
70.70
S44'31'01 "E
89'58'50"
C8
50.00
78.56
70.72
S45'28'59"W
90'01'10"
C9
50.00
39.28
38.28
S22'58'41 "W
45'00'35"
C10
50.00
39.28
38.28
S67'59'17"W
45'00'35-
C11
52.00
145.91
102.54
N44'31'32"W
160'46'00"
C12
52.00
33.93
33.33
N7347'00"E
37'23'04"
C13
52.00
32.87
32.33
S69'2447"E
36'13'21"
C14
52.00
32.87
32.33
S3311'26"E
36'13'21"
C15
52.00
46.23
44.72
S10'23'21 "W
50'56'13"
C16
64.00
19.86
19.78
N81'36'18"E
17'46'32"
C17
64.00
32.99
32.63
N57'56'56"E
29'32'11"
C18
64.00
26.09
25.91
N31 *30*14"E
23'21'13"
C19
623.50
11.00
11.00
S75111'26"E
1'00'39"
C20
623.50
161.29
160.85
N82'05'46"W
14'49'19"
C21
623.50
53.06
53.04
S78'08'02"E
4'52'32"
RAPID CREEK SUBDIVISION NO. 1
BK. PG.
/_ QST 8'530W 47.00
21
3273'07"W 113.57
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C22
623.50
52.35
52.34
S82'58'38"E
4-4840-
C23
623.50
44.88
44.87
S87 -26-42"E
4'07'28"
C24
26.50
41.62
37.47
S44'31'01"E
89'58'50"
C25
26.50
11.93
11.83
S76'36'42"E
25'4729"
C26
26.50
29.69
28.16
S31 '37-17-E
64-11-21-
C27
26.50
41.64
37.48
S45 -28-59"W
90'01'10"
C28
26.50
29.77
28.23
S32'39'34"W
64'22'20"
C29
26.50
11.86
11.76
S77'40'09"W
25'38'50"
C30
26.50
41.61
37.46
N44'31'30W
89'57'48"
C31
576.50
65.18
65.14
S86'16'06"E
6'2839"
C32
576.50
83.96
83.89
N78'51'27"W
8'20'40"
C33
576.50
65.18
65.14
N86'16'06"W
628'39"
C34
73.50
115.43
103.93
S44'31'01"E
8958'50"
C35
73.50
45.85
45.11
S71 *38'07"E
35'44'37"
C36
73.50
32.73
32.46
S41 *00'23"E
25'30'51"
C37
73.50
36.85
36.46
S13'53'17"E
28'43'21"
C38
52.00
145.92
102.54
S45'28'59"W
160'46'37"
C39
52.00
24.79
24.56
S21'1 4!53"E
27'18'53"
C40
52.00
38.10
37.26
S13'24'O4"W
41'59'02"
C41
52.00
32.36
31.84
1 S52'13'07"W
35'39'04"
C42
1 52.00
1 50.67
48.69
1 N82 -02-32"W
55'49'39"
Line Table
Line #
Direction
M
�
S00'27'22"W
11
L2
S45'28'28"W
U
L3
S6336'06"W
21.68
�N
S44'30'26"E
lyj
L5
U
13.99
I 04
U
Q
10
L7
I N
I N
W
Z
S18'09'25"W
m
I^
IN
m
14.28
L10
S17"12'58"E
•
Z
N71'49'04"W
8.82
L12
IN
21.21
O
FOUND 1/2" IRON PIN WITH
CAP PLS 7729
I
CALCULATED POINT
9'32'38"W187.00
tN8
N 89'30'26"W
J
48.00'
Line Table
Line #
Direction
Length
L1
S00'27'22"W
9.45
L2
S45'28'28"W
21.31
L3
S6336'06"W
21.68
L4
S44'30'26"E
21.21
L5
N72'47'31"E
13.99
L6
N18'09'25"E
13.99
L7
S18'09'25"W
4.42
L8
S18'09'25"W
9.57
L9
N46'49'09"W
14.28
L10
S17"12'58"E
13.98
L11
N71'49'04"W
8.82
L12
S45 29'34"W
21.21
oto
ZM
�to
Q N
w
m3
L_ N
ON
to i�
ao
mN
I
I
i,
IM
N
I
S.33 S.34
CP&F NO.
103049708
PLAT SHOWING
J?A PID CREEK
SUBDIVISION NO. 2
LOCATED IN THE NE 1/4 OF SECTION 33, T. 4N., RAW., B.M.
CITY OF MERIDIAN, ADA COUNTY, IDAHO
2019
NOTES:
1. A ten (10) foot wide Permanent Public Utilities, Property Drainage, and Irrigation Easement is hereby
designated along all lot lines common to a Public Right -of -Way and along all rear lot lines. A five
(5) foot wide Public Utilities and Property Drainage Easement is hereby designated along each side of
interior lot lines.
2. A portion of Lot 22, Block 1 is servient to and contains the ACHD Storm Water Drainage System.
This lot is encumbered by the First Amended Master Perpetual Storm Water Drainage Easement
recorded on November 10, 2015 as Instrument No. 2015-103256, Official Records of Ada County, and
incorporated herein by this reference as if set forth in full (the "Master Easement"). The Master
Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to Section
40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm
Water Drainage System.
3. Any Re -Subdivision of this Plat shall be in compliance with the most recently approved Subdivision
Standards of the City of Meridian.
4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No
agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private
or public, by any changed conditions in or about the surrounding nonagricultural activities after it
has been in operation for more than one (1) year, when the operation, facility or expansion was not
a nuisance at the time it began or was constructed. The provisions of this section shall not apply
when a nuisance results from the improper or negligent operation of an agricultural operation,
agricultural facility or expansion thereof."
5. Maintenance of any irrigation or drainage pipe or ditch crossing a lot is the responsibility of the lot
owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has
been provided by Settlers District in compliance with Idaho Code Section 31-3805(1)(b). Lots within
the subdivision will be entitled to irrigation water rights, and will be obligated for assessments from
Settlers Irrigation District.
6. Direct lot access to N. Black Cat Road. is prohibited.
7. Lots 22, 32 and 42, Block 1, Lots 7, 12, and 21, Block 2, and Lot 1, Block 3, are common lots
which shall be owned and maintained by the Rapid Creek Homeowner's Association. All common lots
are subject to a blanket Public Utility Easement and Irrigation Easement.
8. This subdivision is subject to a City of Meridian Development Agreement recorded as Inst.
records of Ado County, Idaho.
9. ACHD License Agreement Inst.
10. Nampa & Meridian Irrigation District License Agreement Inst.
11. Lots 30 and 31, Block 1 shall take access from the common driveway located in Lot 32, Block 1.
12. ACHD Permanent Easement Inst.
13. City of Meridian Offsite Sewer & Water Easement Inst. to be vacated.
14. ACHD Temporary Easement Inst, to be vacated.
100 0 50 100 200
SCALE IN FEET
1" = 100'
LEGEND
--- ---
SUBDIVISION BOUNDARY
- - -
SECTION LINE
- - - - - - -
- EASEMENT LINE (SEE NOTE 1)
EXISTING EASEMENT UNE
(AS NOTED)
�y
ACHD STORM DRAIN EASEMENT
(SEE NOTE 2)
- -
STREET CENTERLINE
LOT LINE
EXISTING PARCEL LINE
OLOT
NUMBER
FOUND BRASS OR ALUM.
CAP MONUMENT
Q
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
•
SET 1/2* x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
00
FOUND 5/8" IRON PIN WITH
CAP PLS 7729
O
FOUND 1/2" IRON PIN WITH
CAP PLS 7729
CALCULATED POINT
SHEET 1 OF 4
T
7729 GREGORY 7729RTER,
cn\ 1)30/) �O IDAHO SURVEY GROUP
9T Q 1450 E. WATERTOWER STREET,
0
\RY G. C PMERIDIAN. ID 83642
r- 110.00'--
25.00
ol
101 31
38.00'
38.00'
38.00'
I d
7 w
38.00'
1
38.00' IF
N
c00
F �
II
---110.00'---�
F-7
II
w N
1 r+ IN89'31'36"W- -
-1
N o
F--1
II
10
01 SEE
p1 NOTE 1 30
I o
0
Z
N
o
II
W1
1 rn�
13
o
to
z
Iu�L- - -110.00'-
W!
I =
•0M,$
WI
R
-0,$
r --N89'31'36"W- -
f
WI
$ �$
ur�O
WI
�$
1 13.69'
I
I
o
O
N
RAPID CREEK SUBDI VISION NO. 2
-- - --- --- -- --- --- -- 99 ___ _____ _ ____
53.22' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' , 65.00' 60.00' 60.00' 60.00' 60.00 O6 00' 6 51.56' -
r---, r ---i (---7 j---7 r---7 r--7 r--7 �---� r--, 3.50 3.50 3 �--
I I I I I I I BLOCK I I 1 I I I I I t 15'00 1 3 I b� I 15'00 I I I I I I Bad OCK 1 1 2 1 1 1 1 1 I O wI ,x•380 12
R O o_
=M N =� _ I =� w i =� .I =� -I =� ^ I RW I RW I I $ M Cp $ N 1 RW I RW I =W I RW I =W I RW I w Z N \ , r
of OfM MO MO M$ M$ M$ M$ MO I $4V r o I ►ryQ 10 MD MO MO MO Q0� / n ??
�'_ �_ 0) M r0 1Oi i i i i I
0 R
�ci 34 rn 35 0) 3fi 0) 37 'a� 38 0) 39 0, 40 0) 41 ;� ra I � 0i a,o a,o �o rn0 �o r �, / \> �S
Or
F4 Lo 04 t6
;rte :`'� :`�� C-4 L6
Mo tan ;�'.I 20 Nui 19 Nui 18 N,ri 17 Nui 16 Nui 15 Nui 14 co 13 �.°y \�\2.
p r a r O r a a r r O r O r 0-
I
r a r r r \
z $
O r
I z l I I z I- w Z Z Z Z 1 $z N to r) $ Z I Z Z Z Z 1 Z I Z I �•
Ow I I i I I I 1 1 I I p N co 1 I 1�5' I I I I I I I I •
I�w z I I i t I I I I I I z 42 ' o $ 1 I I I I SEE 18'29
I Li2 z Z 4_ NOTE 1
Lt --J L --J L ---J L ---J L --_I L --J -J L ---J L ---J L ---J L --.-J L ---J _5
41.60' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 121 65.00' 60.00' 60.00' 60.00' 60.00' 60.00' L
in S89'30'26"E 391.60 I » , f
10 29 o RAS 0 � N _ W. LESINA ST. S89'30'26"E 438.16 S89'30 26 E 383.29 M Cj�� � � t1�45594- � �I
1 I (�v ?0, G1 �-�-- - - - - _ _ _ _ _ • _ _ _ _ S89'3026 E 429.09 - N - W. LESINA ST. o -��•
Ic
o, 1 S89'30'26"E 868.05 N
I- -N89'31'.20 w - v G`I' 2 40.57' 52.00' 52.00' 52.00' 52.00' T 52.00' qp 52.00' 52.00'
jol C39 vry�
LolA 28 L1 • I I I I I I I I I I I I I I I I
L- 13.87 I WI WI WI WI WI WI WI40 11
--115.00--- _ _ _ _ _
» I rn M� MO M Mo RM .1 *_i y'1 O
to - -N89'31 36 W- - 7 _ M $ o $ o O 'as $ O ) 0 O o
MI Y p 04 23 N ^ 24 N LO 25 N ui 26 N ui 27 N wi 28 N ui 29 N ui 30 rn
0?1p 27 1 . I �p 22� $� $� $� $� $` $� $- i M
IC5 I� ,Q0 1 z l z i z l z z z z 0,
w a I• I I If 5' I I I I I r
t 1 Lm --115.00'- - J rn W '` I I I I I I I I I I I SEE 11 1 1 I w
_ _ �0 1• o_ BLOCK 3 NOTE 1 = 3
N89'3136 w --T o r N L-- J L_ --J L-- - L_ --.J L--J--J L_ --J L_ --J ��
I d 52.04 52.00 52 00 52.00 52.00 All -52.00' 52.00' 52.00' om M
1 o I 26 w o I po 3 O� ;+� __ __ S89-30'26 E 416.04 __ 0 0
Z1$1 In cn Z I ,n N N N M r -1 I- -1 f (- -1 (- -j (� - - -1 r- - - z N
TL ---115.00'---J N N �v0i N I I I I I I I I I I I I I I( I
T N89'31'36"W- --�I p v I Z o 1 W I W I W I W I I I I I I
W
1• lO N Z �_ �_1 W CO
rl
N89'30'26"W 463.48 nt3` I 10
N
Ow o O BLOCK 3 . • -- s89•32'38"E- -
�' Z S89 30'2 "E 456 0
38.00'
-�
M1
u°iil
N
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00'
38.00' IF
F �
II
F--1
II
F-7
II
F--1
II
I 1
II
�`-1
II
1---1
II
F--1
II
F--1
II
F--1
7`-1
II
W1
1 rn�
13
WI
Wo
12 N
WI
'0M,$
ori 11 N
WI
ui 10
WI
=
$ �o
ui O
W!
I =
•0M,$
WI
R
-0,$
WI
I
O
WI
$ �$
ur�O
WI
�$
II
WI
�$
O
I
I
o
O
N
o
0
r o
1 0
N
r a
1 p
;v
r $
l
�O ;v
r $
aiO N
r
N
r a
N
r a
l
�riO ;v
r
l o`
to N
o
ori ori
.-
Z
I zi
zt
zl
zl
zl
x[-5'
p
zl
p
zl
a
zl
o
zl
I
1
1 I
18.46' 1
1 1
1 1
1 1
1 1
ISEE I
I I
I I
I I
I I
I L9
L-
L -J
L- I
L -J
L -J
L -J
jNOTE�
L -J
L -J
L -J
L -J
C16 O
38.00'
38.00'
3$ 00'
38.
38.00'
38.
3$.00'
3§.0
G�
N89'30'26"W
398.46
• Li'rCD0
• •
• •
•�
O•
Is
Q •
♦ 4001, 0
• ♦i♦i♦ii♦ii♦i�0i♦i♦ii♦i♦ilii♦ii♦ii♦vii'am Am
i♦i♦i♦i♦i♦ii♦i�♦iiRDi♦i�0i♦iii♦i♦i♦i♦i♦i♦O♦♦ice♦♦ii♦i♦ii%i��%%�%i%%%� ����%
Oi♦i♦i♦♦♦i♦i♦i♦i♦i♦i♦i♦♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦♦♦i♦i♦i0♦i♦i♦i♦i0♦i♦:'♦'♦i♦i♦i♦i♦Oi♦i♦i♦i♦i♦i♦ii♦�i♦i♦i♦i0♦i♦i♦Oi�i♦i♦Oi♦i♦i♦i0O♦ ♦♦ : 1 1
• �iO�i�i�i��i�i�i�i��i�`�i�`i'i♦i♦i♦Oi♦i♦i♦�i�i♦i3ii♦i'i♦i�♦i��i♦i♦i♦i♦i♦i♦i'i♦i�♦iiOO�i♦i♦iii♦i►`♦♦i♦i♦i♦ii♦i♦i♦i♦iO,i♦i O
� ' iii♦Oi♦i♦i♦i♦i♦ii♦i♦iii♦�i♦i♦i♦i�0♦i♦i♦i�♦i♦i♦i♦Oi♦i♦i♦i0♦i♦i♦i♦i♦i♦i♦i♦Oi�i%%%%%%%%O%%%%%%%%i%%%%%%Oii�i+♦iii '
• �♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i`i♦i♦i♦i♦Oi♦i♦i♦i�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�ii♦iii�♦♦iiii♦ii♦♦i+♦♦♦i♦�♦♦♦ 1 1
1 1 1 '•��i♦iii♦i♦i♦i♦i0♦i♦i♦iii♦
`!www♦'♦♦♦iii♦i♦i♦i' .4
••app♦w♦gyp♦4D�
N63'07'27"W 70.53
N58'15'13"W 39.83
NOTE:
SEE SHEET 1 OF 4 FOR NOTES AND LINE & CURVE TABLES
60 0 30 60 120
SCALE -1N 6F0EET
GREGORY G CARTER,
PLS 7729
IDAHO SURVEY GROUP
9955 W. EMERALD ST.
BOISE, ID 83704
SHEET 2 OF 4
(
1
O7
1
i
1
N 1^
w I00
N N
N
13
I4
z
N
to
10
t/1
I
1
I
I
1
Q
- - - -
- - SUBDIVISION BOUNDARY
F-
-112.09
- - - - - -
- - EASEMENT LINE (SEE NOTE 1)
rn
rn
O
8
v la
03W
Qz
0
, �
rn
o
�
gl
9
0
0
3
O
W F-"
(6)
L-
-58932'38"E-a
m J
M
in
N
(41
i�
3---115.00'---�
WITH PLASTIC CAP, PLS 7729
•
CD N
CL
0-
In
N
OI
I$
$
z�
N
o
ti
0
ul
N
Zo
N
L
o
0
--
1
---115=00'-===1
�V89'32'38"W 187.00
SHEET 2 OF 4
(
1
O7
1
i
1
N 1^
w I00
N N
N
13
I4
z
N
to
10
t/1
I
1
I
I
1
GEN
- - - -
- - SUBDIVISION BOUNDARY
- - -
SECTION LINE
- - - - - -
- - EASEMENT LINE (SEE NOTE 1)
EXISTING EASEMENT LINE
(AS NOTED)
ACHD STORM DRAIN EASEMENT
(SEE NOTE 2)
- -
STREET CENTERLINE
LOT UNE
EXISTING PARCEL LINE
(6)
LOT NUMBER
FOUND BRASS OR ALUM.
CAP MONUMENT
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
•
SET 112" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
FOUND 5/8" IRON PIN WITH
CAP PLS 7729
O
FOUND 1/2" IRON PIN WITH
CAP PLS 7729
CALCULATED POINT
RA PID CREEK SUBDIVISION NO. 2
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by
a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE
approval of the design plans and specifications and the conditions imposed on the developer for continued
satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water
extensions or sewer extensions were constructed. Building construction can be allowed with appropriate
building permits if drinking water extensions or sewer extensions have since been constructed or if the
developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then
sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a
Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or
sewer/septic facilities shall be allowed.
Central District Health Department Date
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on
the day of , 20
ACHD President
I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have checked this plat
and that it complies with the State of Idaho Code relating to plats and surveys.
County Surveyor
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do
hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have
been paid in full. This certification is valid for the next thirty (30) days only.
Date County Treasurer
APPROVAL OF CITY ENGINEER COUNTY RECORDER'S CERTIFICATE
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. State of Idaho )
) s.s.
County of Ada )
I hereby certify that this instrument was filed for record at the request of
City Engineer Date past O'clock M. on this day of
Pages _
Instrument No.
APPROVAL OF CITY COUNCIL
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular
meeting of the City Council held on the day of 20 _, this plat was duly accepted and
approved.
City Clerk, Meridian, Idaho
�P L 0
5 s
7729
qq
'PF FOF�
P<1
Deputy
20 , in Book
Ex -Officio Recorder
SHEET 4 OF 4
at
_ Minutes
of plats at
RAPID CREEK SUBDI VISION NO. 2
Know all men by these presents: That Challenger Development, Inc., an Idaho Corporation, is the owner
of the property described as follows:
A parcel of land located in the SE 1/4 of the NE 1/4 of Section 33, TAN., R.1W., B.M., Ada County,
Idaho more particularly described as follows:
Commencing at the NE corner of said Section 33 from which the E1/4 corner of said Section bears
South 00027'22" West 2631.60 feet-,
thence along the East boundary line of said Section 33 South 00°27'22" West, 1107.75 feet;
thence leaving said the East boundary line of said Section 33 North 89030'26" West, 48.00 feet to a point
on the West right-of-way line of N. Black Cat Road, said point also being the REAL POINT OF BEGINNING;
thence along the West right-of-way line of N. Black Cat Road South 00027'22" West, 287.35 feet;
thence leaving said West right-of-way line North 89°32'38" West, 187.00 feet;
thence South 00027'22" West, 9.45 feet;
thence South 45028'28" West, 21.31 feet;
thence North 89030'26" West, 398.46 feet;
thence 78.93 feet along the arc of a curve to the left, said curve having a radius of 64.00 feet, a central
angle of 70°39'57" and a long chord which bears South 55009'36" West, 74.03 feet;
thence South 19049'37" West, 56.78 feet;
thence South 63036'06" West, 21.68 feet;
thence 20.09 feet along the arc of a non -tangent curve to the left, said curve having a radius of 623.50
feet, a central angle of 01'50'47" and a long chord which bears North 73045'43" West, 20.09 feet;
thence South 15018'53" West, 47.00 feet;
thence South 32023'07" West, 113.57 feet to a point on the northerly boundary line of Five Mile Creek;
thence along said northerly boundary line of Five Mile Creek for the following 4 courses and distances:
thence North 58015'13" West, 39.83 feet;
thence North 63°07'27" West, 70.53 feet;
thence North 77°43'33" West, 82.60 feet;
thence South 87005'54" West, 302.03 feet to a point on the East boundary line of The Oaks South
Subdivision No.4 as filed in Book 110 of Plats at Page 15812, records Ada County, Idaho;
thence along said East boundary line North 00028'24" East, 503.62 feet to the SW corner of Oakcreek
Subdivision No.3 as filed in Book 106 of Plats at Page 14692, records Ada County, Idaho;
thence along the South boundary line of said Oakcreek Subdivision No.3 and the easterly extension
South 89°30'26" East, 1,269.99 feet (formerly described as South 89016'47" Fast) to the REAL POINT OF
BEGINNING. Containing 11.51 acres, more or less.
I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and
that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground
under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State
of Idaho Code relating to plats and surveys.
Gregory G. Carter
State of Idaho )
) s. s.
County of Ada)
T
0
7 729
�i N�T130f10
'PF F O F
Y G. GPS/
P.L.S. No. 7729
On this day of , 20 , before me, the undersigned, a Notary Public in and for said State,
personally appeared Corey D. Barton, known or identified to me to be the President of Challenger Development, Inc., an
Idaho Corporation, the corporation that executed the within instrument or the person who executed the instrument on
behalf of said corporation, and acknowledged to me that said corporation executed the same.
acknowledged to me that he executed the same.
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above
written.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to My commission expires Notary Public for Idaho
the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the Residing in Idaho
public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other
uses as designated within this plat, and no permanent structures are to be erected within the lines of said
easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line
located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in
this subdivision.
Challenger Development, Inc., an Idaho Corporation
Corey D. Barton, President
SHEET 3 OF 4