HomeMy WebLinkAboutCC - Final Plat Set Southridge30 200' 400'
Scale: 1" = 200'
FOUND ALUMINUM CAP
CP&F INSTR. NO.110088910
S.141
S.231"1/4 - - -
SCALE: 1"=20'
589°19'41 "E 2661.73'
- - W. OVERLAND RD.
FOUND BRASS CAP -
CP&F INSTR. NO. 107153515
S.14
S.13
S923 I S.24
S 0 U T H R I D G E
�L15
SUBDIVISION PHASE 1
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BEGINNING
rL OF RIDENBAUGH CANAL 148
UNPLATTED I I S89°02'56"E
0'
\ \\----4L7
50.00'
FOUND 5/8" REBAR
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C4
90.18'
120.00'
43'03'30"
N76'29'30"VV
88.07'
C5
178.74'
300.00'
34'08'12"
N20'48'41V
176.11'
C6
31.42'
20.00'
90°00'00"
S82°52'47"E
28.28'
C7
335.48'
575.00'
33°25'46"
N35'24'20"E
330.75'
C8
31.42'
20.00'
90'00'00"
N63'4127"E
28.28'
C9
157.91'
275.00'
32'54'01"
S54'51'32"E
155.75'
C10
165.46'
765.00'
12'23'32"
S44'36'1 8T
165.14'
C11
29.58'
20.00'
84'44'29"
508'25'50"E
26.96'
Line Table
LINE
BEARING
LENGTH
L1
N40'56'27"W
67.62'
L2
S81'58'45"W
140.20'
13
N00'00'05"E
12.65'
L4
N84'59'17"W
50.29'
L5
N89'02'41 "W
167.48'
L6
S861525"W
70.00'
17
N42°09'07"E
71.07'
1-8
N52'07'13"E
50.00'
L9
S37°52'47"E
32.47'
L10
N52'07'1 TE
89.12'
L11
N1 8'41'27T
144.96'
L12
S71'1 HTE
50.00'
L13
S71'18'33"E
16.94'
L14
S52°30'58"E
50.10'
L15
533'56'25"W
25.81'
116
S89`34'28"E
101.62'
L17
S12'54'43"W
63.07'
50' ROW PER INSTR. NO. 857845
5.23
CP&F INSTR. NO. 9255545
S.24
Legend
FOUND BRASS OR ALUMINUM CAP MONUMENT, AS SHOWN
O FOUND 5/8" REBAR PLS 14216 OR AS SHOWN
we
FOUND 1/2" REBAR, PLS 14216, OR AS SHOWN
SET 5/8"X24" REBAR WITH PLASTIC CAP, PLS 7880
SET 1/2"x24" REBAR WITH PLASTIC CAP, PLS 7880
CALCULATED POINT, (NOT SET)
SECTION LINE
SUBDIVISION BOUNDARY LINE
RIGHT-OF-WAY LINE
INTERIOR LOT LINE
ROAD CENTERLINE
ADJACENT LOT LINE
EASEMENT LINE
LOT NUMBER
WITNESS CORNER
Notes
1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY
DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS
ARE RESERVED FOR THE SOUTHRIDGE HOME OWNERS ASSOCIATION.
2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION
EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE
HOME OWNERS ASSOCIATION.
3. REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES,
PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION
EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE HOME OWNERS ASSOCIATION.
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGUI ATIONS AT THE
TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED.
5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION.
6. LOTS 77 & 85, BLOCK 5 ARE DESIGNATED AS COMMON LOTS TO PROVIDE SHARED ACCESS FOR LOTS 71-73, AND LOTS 75, 76, 78, &
80-84 & 86, BLOCK 5, RESPECTIVELY. SAID LOTS 77 & 85, BLOCK 5 ARE TO BE OWNED BY THE SOUTHRIDGE OWNER'S ASSOCIATION, OR
ASSIGNS AND THE OWNERS OF THE LOTS WHICH WILL BENEFIT FROM USE OF THE COMMON DRIVEWAY SHALL MAINTAIN, REPAIR
AND/OR REPLACE AT THEIR OWN COST AND EXPENSE OF SAID DRIVEWAY. LOTS 77 & 85, BLOCK 5 ARE ALSO ENCUMBERED BY A
BLANKET PUBLIC UTILITIES AND CITY OF MERIDIAN PUBLIC WORKS EASEMENT.
7. LOT 1, BLOCK 8; LOT 1 & 6, BLOCK 9; LOTS 70, 79 & 87, BLOCK 5; ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND
MAINTAINED BY THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION.
8. LOT 74, BLOCK 5; LOT 4 BLOCK 10 ARE DESIGNATED AS A COMMON LOT.
9. LOTS 70, 79 & 87 BLOCK 5 HAVE A PATHWAY EASEMENT OVER THE ENTIRE LOT.
10, IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND
IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN IRRIGATION
DISTRICT FOR SAID IRRIGATION WATER.
11. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED
AND OPERATED BY THE SOUTHRIDGE OWNER'S ASSOCIATION. ALL PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS
SUBDIVISION WILL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE HOME OWNER'S ASSOCIATION.
12. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE 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 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 WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR
NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
13. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER
DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SOUTHRIDGE SUBDIVISION FILED AS INSTRUMENT
NO. OFFICIAL RECORDS OF ADA COUNTY IDAHO.
14. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT NO.
15. DIRECT LOT ACCESS TO S. LINDER ROAD IS PROHIBITED.
16. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12 -INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND
WATER ELEVATION.
17. FOR ADDITIONAL BOUNDARY & EASEMENT INFORMATION, SEE THE PLAT OF SOUTHRIDGE SUBDIVISION PHASE 1, RECORDED IN BOOK 104
OF PLATS AT PAGE 14056 OF ADA COUNTY RECORDS AND SEE THE PLAT OF SOUTHRIDGE SUBDIVISION PHASE 2, RECORDED UNDER
BOOK OF PLATS AT PAGE OF ADA COUNTY RECORDS.
0 50' 100' /
Scale: 1" = 50'
s 1
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° S86°1725"W 70.00' •
\ C3�• �o� oo°� / h�5 %4\ o C22 N
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2 C26
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O
N89°02'4®®1"W 167.48'® -
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
90.18'
120.00
043`03'30"
N76'29'30"W
88.07'
C2
178.74'
300.00'
034`08'12°
N20°48'41"W
176.11'
C3
31.42'
20.00'
090`00'00°
S82°52'47"E
28.28'
C4
335.48'
575.00'
033`25'46"
N35°24'20"E
330.75'
C5
31.42'
20.00'
090=00'00"
S63°41'27"W
28.28'
C6
157.91'
275.00'
032`54'01"
N54°51'32"W
155.75'
C7
165.46'
765.00'
012'23'32"
S44°36118"E
165.14'
C8
29.58'
20.00'
084°44'29"
N08`25'50%
26.96'
C9
27.08'
125.001
012'2452"
S27°43'59"W
27.03'
C10
111.45'
180.00'
035`28'30"
N80°17'00%
109.68'
C11
36.94'
210.00'
010-04'41"
S76°56'24"W
36.89'
C12
28.47'
20.00'
081-33'13"
N41°12'08'E
26.12'
C13
64.05'
45.00'
081°33'13"
N41°12'08"E
58.78'
C14
71.17'
50.00'
081°33'13"
N41°12'08"E
65.31'
C15
38.99'
50.00'
044°41'01"
N59°38'14"E
38.01'
C16
32.18'
50.00'
036°52'12"
N18°51'38"E
31-.6-2'-
C17
28.88'
20.00'
082'44'27°
S40°36'31"W
26.44'
C18
30.31'
20.00'
086'4915"
S54°36'38"E
27.49'
C19
173.33'
475.00'
020=5426"
N21°39'14"W
172.37'
C20
29.40'
20.00'
084°13'39"
S10°00'23"W
26.82'
021
24.42'
20.00'
069°57'56"
S87°06'11"W
22.93'
C22
j 122.50'
175.00'
040`06'24°
S77°58'03"E
120.01'
C23
7.35'
175.00'
002'24'25"
S59°07'03"E
7.35'
(;24
38.72'
175.00'
012°40141"
S66°3913611E
38.64'
C25
43.60'
175.00'
014°16'34"
S80°08'14"E
43.49'
G26
32.82'
175.00'
010°44'44"
N87°21'07"E
32.77'
027
137.35'
150.00'
05227'45"
S71°47'23"E
132.60'
C28
34.36'
20.00'
098`26'47"
N48°47'52"W
30.29'
N89°34'28"W 110.00'
I
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CD
O I
ti
67
O
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N89'34'28"W 110.00'
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CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
CV
cw
N89°34'28'W 110.00'
\
\
T
T
4 0
o
u
270.27'
Lo
N
L{
o
T
13 0 12
T
265.74'
T
o
cz
O
003°38'38"
0 0
o o T
27.02'
_
70.00'
" 53.96' p
C.>'`�/
T
N
to
CD
117.81'
C33
125.06'
1-
00
O oT
124.60'
�,
220.45'
87.55' I
034°0812"
N20°48'41"W
En
W
N
69.29'
L
N
70
N32'30'53"W
CL) pN
Q
_
1
N
p
`
co
0 70.00'
70.00'
1w.HenrysForkpr.
C37
I
oo
70
I
I
73.72'
25' 1 c
45 "VJ 518.54'
600.00'
I
N35°24'20"E
�,
039
GO
's'
o 70.00'
N04°38'39"W 30.05' I
f-N89°34'28"W 20.65'
C40
I
c
\
S14°22'34"E
T
o
u; 70.00' S81`58'45"W 507.55'
N85`38'22°W 99.58'
125.00'
026°41'44"
m
Li 1
o
S81`58'45"W 232.52'
z
70.00'
S01°58'58"E
28.06'
C43
a
v�
J'
S58°55'55"E
70.00'
C44
132.75'
645.00'
o
O
132.52'
C45
26.73'
20.00'
076°35'15"
N43°41'07"E
24.79'
C46
14.45'
20.00'
N89°34'28"W 110.00'
I
O
CD
O I
ti
67
O
O I
N89'34'28"W 110.00'
tI
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1 68 �I
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Z
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
CV
cw
N89°34'28'W 110.00'
\
\
T
T
T
o\
11 T
I 25' �• 125'
o
C30
270.27'
Q
\�
14 o
p
o
T
13 0 12
T
265.74'
,�ti
o
I 69
v
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M
003°38'38"
0 0
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27.02'
_
70.00'
" 53.96' p
C.>'`�/
O
CC) I0
h
to
CD
117.81'
C33
125.06'
--
-"70.00'-
N /%
�I
124.60'
�,
220.45'
370.00'
034°0812"
N20°48'41"W
21720'
C35
69.29'
L
N
LU
N32'30'53"W
"--
_
1
N
N88°49'44"W 120.01'
o
N21°09'50"W
70.00'
1w.HenrysForkpr.
C37
_ -
370.00'
70
I
I
73.72'
25' 1 c
45 "VJ 518.54'
600.00'
I
N35°24'20"E
�,
039
260.52'
s81 °58
229.84' 79
N04°38'39"W 30.05' I
f-N89°34'28"W 20.65'
C40
39.76'
C"
N
S14°22'34"E
33.53'
.1
N85`38'22°W 99.58'
125.00'
026°41'44"
S84°40'23"E
57.72'
o
S81`58'45"W 232.52'
121.32'
C
089°0642"
S01°58'58"E
28.06'
C43
I C- 87CDr
C-'
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N84°59'17"W �® -®' g8i5 814 W 140.20' I 80 co
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Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C29
289.00'
450.00'
036°47'47"
N19°28'54"W
284.06
C30
270.27'
425.00'
036°26'10"
N191942"W
265.74'
C31
27.03'
425.00'
003°38'38"
N36`03'29"W
27.02'
C32
118.19'
425.00'
015°5600"
N26°16'10"W
117.81'
C33
125.06'
425.00'
016°51'33"
N09°52'24"W
124.60'
C34
220.45'
370.00'
034°0812"
N20°48'41"W
21720'
C35
69.29'
370.00'
010°43'49"
N32'30'53"W
69.19'
C36
77.31'
370.00'
011°58'17"
N21°09'50"W
77.17'
C37
73.84'
370.00'
011°26'06"
N09'27'38"W
73.72'
C38
350.07'
600.00'
033°25'46"
N35°24'20"E
345.13'
039
260.52'
625.00'
023°52'56"
N30°37'55"E
258.63'
C40
39.76'
20.00'
113°53'55"
S14°22'34"E
33.53'
C41
58.24'
125.00'
026°41'44"
S84°40'23"E
57.72'
C42
31.11'
20.00'
089°0642"
S01°58'58"E
28.06'
C43
8.65'
20.00'
024°47'13"
S58°55'55"E
8.58'
C44
132.75'
645.00'
011°47'33"
N38'27'1 3"E
132.52'
C45
26.73'
20.00'
076°35'15"
N43°41'07"E
24.79'
C46
14.45'
20.00'
041°23'30"
N61°17'00"E
14.14'
C47
12.29'
20.00'
035°11'45"
N22°59'23"E
12.09'
C48
87.20'
175.00'
028°32'54"
S19°39'57"W
86.30'
C49
87.74'
150.00'
033°30'52"
S17°10'58"W
86.50'
C50
46.03'
125.00'
021°06'01"
S10°58'33"W
45.77'
C51
59.99'
275.00'
012°29'56"
N65`03'35"W
59.87'
C52
85.56'
275.00'
017°49'34"
N49°53'50"W
85.21'
C53
12.36'
275.00'
002°34'31"
N39°41'47"W
12.36'
C54
63.40'
765.00'
004°44'54"
S40°46'59"E
63.38'
C55
78.35'
765.00'
005°52'06"
S46°05'29"E
78.32'
C56
23.71'
765.00'
001°46'32"
S49°54'48"E
23.70'
i�
I I
N90`00'00"W 110.00' o I m
to 1 i
0
MI
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co
N
`-" S00°25'32"W 40 90'
N89°34'28"W 110.00'
N00°25'32"E 18.10'
N89°34'28"W 110.00'
M 15.00'
in
N
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83
Q
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Ee
1
N89°34'28"W 120.00'
1
rte-'
O
17
r
76
S00025'32"W 40.38'
N89°34'28"W 120.00'
75
136.48`
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I1- 71
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Lo �I� ol�
IN 77 'I
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N89°34'28"W 120.00'
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7z
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N00°25'32" F_ 24.80'
N89'34'28"W 120.00' I
15.00'
15.00'
7
y
N
O
73 r I
I
27.06'
C10
I 126.37 380.01'
4!81`58'45"E
90.10`
74
C1
Wid+�c�baag , z
X°8'45"8 380
81 8
6' -
Line Table
LINE
BEARING
LENGTH
L1
N00°00'05"E
12.65'
L2
S37`52'47"E
32.47'
L3
S71°18'33'E
16.94'
L4
N33°56'25"F
25.81'
L5
S89°34'28"E
30.00'
N
389°34'28"E
30.00'
L7
N52°07'13"E
32.99'
18
N37°52'47"W
12.30'
L10
S33'56'25"W
28.91'
O�
10 A�4
Ridenbaugh Canal _ - \ \ low�
- UNPLATTED a7880
D GROUP
i Z - 5 -w t& INCORPORATED
462 East Shore D?'ive, Suite 100
�y 9rE OF \OP Eagle, Idaho 83616
sR. WA Ph.. 208.939.4041 Fax.208. 939.4445
www. thelandgroupinc. com
PN 116093 SHEET 2 OF 5
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
90.18'
120.00'
04303'30°
N76°29'30"W
88.07'
02
178.74'
300.00'
034`08'12"
N20°48'41"W
176.11'
C3
31.42'
20.00'
090°0000"
S82°52'47"E
28.28'
C4
335.48'
575.00'
033°25'46"
N35`24'20"E
330.75'
C5
31.42'
20.00'
090,0000"
S63°41'27"W
28.28'
C6
157.91'
275.00'
032°54'01"
N54°51'32"W
155.75'
C7
165.46'
765.00'
012`2332"
S44°36'18"E
165.14'
C8
29.58'
20.00'
084°44'29"
N08°25'50"W
26.96'
C9
27.08'
125.00'
012`24'52"
S27°43'59"W
27.03'
C10
111.45'
180.00'
035°28'30"
N80'17'00"W
109.68'
C11
36.94'
210.00'
010`04'41"
S76°56'24"W
36.89'
C12
28.47'
20.00'
081°33'13"
N41°12'08"E
26.12'
C13
64.05'
45.00'
08113'13"
N41°1208"E
58.78'
C14
71.17'
50.00'
081°33'13"
N41°1208"E
65.31'
C15
38.99'
50.00'
044°41'01"
N5"8'14"E
38.01'
C16
32.18'
50.00'
036°52'12"
N 18°51'38"E
31.62'
C17
28.88'
20.00'
082°4427"
540°36'31"W
26.44'
C18
30.31'
20.00'
086'4915"
S54°36'38"E
27.49'
C19
173.33'
475.00'
020°54'26"
N21°39'14"W
172.37'
020
29.40'
20.00'
084°13'39"
810`00'23"W
26.82'
C21
24.42'
20.00'
069°57'56"
S87°0611"W
22.93'
022
122.50'
175.00'
040°06'24"
S77°58'03'E
120.01'
C23
7.35'
175.00'
002°24'25"
S59'0T03"E
7.35'
C24
38.72'
175.00'
012'4041°
S66°39'36"E
38.64'
025
43.60'
175.00'
014-1634"
S80`08'14"E
43.49'
026
32.82'
175.00'
010°44'44"
N87'21'07"E
32.77'
C27
1 137.35'
150.00'
052°27'45"
871°4723"E
132.60'
C28
34.36'
20.00'
098-2647"
N48°47'52"W
30.29'
Line Table
LINE
BEARING
LENGTH
Li
N00°00'05"E
12.65'
L2
S37=52'47"E
32.47'
L3
S71°18'33"E
16.94-
L4
N33`5625"E
25.81-
L5
S89 -34'28"E
30.00'
L6
S89`34'28"E
30.00'
L7
N52`0713"E
32.99'
L8
N37'52'47'W
12.30'
L10
S33°56'25"W
28.91'
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C29
289.00'
450.00'
036°47'47"
N19°28'54"W
284.06'
C30
270.27'
425.00'
036°26'10"
N19°39'42"W
265.74'
C31
27.03'
425.00'
003°38'38"
N36`03'29"W
27 02'
032
118.19'
425.00'
015°56'00"
N26°16'10"W
117.81'
C33
125.06'
425.00'
016°51'33"
N09°52'24"W
124.60'
C34
220.45'
370.00'
034`08'12"
N20°48'41"W
217.20'
C35
69.29'
370.00'
010°4349"
N32°30'53"W
69.19'
C36
77.31'
370.00'
011`58'17"
N21`09'50"W
77.17'
C37
73.84'
370.00'
011'26'06"
N09°27'38"W
73.72'
C38
350.07'
600.00'
033°25'46"
N35°24'20"E
345.13'
C39
260.52'
625.00'
023°52'56"
N30'37'55"E
258.63'
C40
39.76'
20.00'
113°53'55"
S14°22'34"E
33.53'
C41
58.24'
125.00'
026°41'44"
S84°40'23"E
57.72'
C42
31.11'
20.00'
089°06'42"
S01°58'58"E
28.06'
C43
8.65'
20.00'
024°47'13"
S58°55'55"E
8.58'
C44
132.75'
645.00'
011'47'33"
N38 27'13"E
132.52'
C45
26.73'
20.00'
076°35'15"
N43°41'07"E
24.79'
C46
14.45'
20.00'
041°23'30"
N61°17'00"E
14.14'
C47
12.29'
20.00'
03511'45"
N22`59'23"E
12.09'
C48
87.20'
175.00'
028°32'54"
S19'39'57"W
86.30'
C49
87.74'
150.00'
033°30'52"
S17°10'58"W
86.50'
C50
46.03'
125.00'
021`06'01"
S10`58'33"W
45.77'
C51
59.99'
275.00'
012`29'56"
N65°03'35"W
59.87'
C52
85.56'
275.00'
017°49'34"
N49°53'50"W
85.21'
C53
12.36'
275.00'
002°34'31"
N39°41'47"W
12.36'
C54
63.40'
765.00'
004°44'54"
S40°4659"E
63.38'
C55
78.35'
765.00'
005°52'06"
S46°05'29"E
78.32'
C56
23.71'
765.00'
001°46'32"
SW5448"E
23.70'
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SR. WA
Southridge Subdivision Phase 3
Certificate of Owners 2017 Certificate of Surveyor
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: I, JAMES R. WASHBURN, 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
A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 13, 14, 23 AND 24 OF SAID TOWNSHIP 3 NORTH, RANGE 1 WEST, (FROM WHICH POINT THE EAST ONE QUARTER
SECTION CORNER OF SAID SECTION 23 BEARS SOUTH 00041'26" WEST, 2650.67 FEET DISTANT);
THENCE FROM SAID SECTION CORNER, SOUTH 00°41'26" WEST, A DISTANCE OF 2600.67 FEET ON THE EAST LINE OF SAID SECTION 23;
THENCE NORTH 89°02'56" WEST, A DISTANCE OF 48.00 FEET TO THE SOUTHEAST CORNER OF SOUTHRIDGE SUBDIVISION PHASE 2, AS SAME IS SHOWN ON THE PLAT THEREOF
RECORDED IN BOOK OF PLATS AT PAGE OF ADA COUNTY RECORDS, SAID POINT BEING ON THE EASTERLY RIGHT -OF WAY LINE OF SOUTH LINDER ROAD.
THENCE NORTH 89002'56" WEST, A DISTANCE OF 255.36 FEET ON THE SOUTHERLY BOUNDARY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 2 TO A POINT OF CURVE ON THE
CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE ON THE CENTERLINE OF THE RIDENBAUGH CANAL FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE 287.73 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 600.00 FEET, A CENTRAL ANGEL OF 27°28'35", A CHORD BEARING OF
NORTH 4601510" WEST, AND A CHORD LENGTH OF 284.98 FEET;
THENCE NORTH 59°59'27" WEST, A DISTANCE OF 73.72 FEET TO A POINT OF CURVE;
THENCE 90.21 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 120.00 FEET, A CENTRAL ANGEL OF 43°04'2411, A CHORD BEARING OF
NORTH 81°31'39" WEST, AND A CHORD DISTANCE OF 88.10 FEET;
THENCE SOUTH 76'56'09" WEST, A DISTANCE OF 93.79 FEET TO A POINT OF CURVE;
THENCE 83.95 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 48'06'06", A CHORD BEARING OF
NORTH 79'00'48" WEST, AND A CHORD DISTANCE OF 81.51 FEET;
THENCE NORTH 54°57'45" WEST, A DISTANCE OF 108.31 FEET TO A POINT OF CURVE, SAID POINT ALSO BEING THE POINT OF BEGINNING;
THENCE 90.18 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 120.00 FEET, A CENTRAL ANGEL OF 43°03'30", A CHORD BEARING OF
NORTH 76'29'30" WEST, AND A CHORD LENGTH OF 88.07 FEET ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 81'58'45" WEST, A DISTANCE OF 380.01 FEET ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE LEAVING THE CENTERLINE OF THE RIDENBAUGH CANAL, NORTH 40'56'27" WEST, A DISTANCE OF 67.62 FEET;
THENCE NORTH 00025'32" EAST, A DISTANCE OF 267.38 FEET;
THENCE SOUTH 81'58'45" WEST, A DISTANCE OF 140.20 FEET;
THENCE NORTH 00'00'05" EAST, A DISTANCE OF 12.65 FEET;
THENCE NORTH 84'59'17" WEST, A DISTANCE OF 50.29 FEET;
THENCE NORTH 89'02'41 " WEST, A DISTANCE OF 167.48 FEET;
THENCE SOUTH 86'1525" WEST, A DISTANCE OF 70.00 FEET TO A POINT OF CURVE ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE 178.74 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 34'08'12", A CHORD BEARING
NORTH 20'48'41 " WEST, AND A CHORD LENGTH OF 176.11 FEET ON SAID CANAL CENTERLINE;
THENCE NORTH 42'09'07" EAST, A DISTANCE OF 71.07 FEET;
THENCE NORTH 52'03'57" EAST, A DISTANCE OF 149.78 FEET;
THENCE NORTH 52'07'13" EAST, A DISTANCE OF 50.00 FEET;
THENCE SOUTH 37'52'47" EAST, A DISTANCE OF 32.47 FEET TO A POINT OF CURVE;
THENCE 31.42 FEET ON SAID CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF
SOUTH 82'52'47" EAST, AND A CHORD LENGTH OF 28.28 FEET;
THENCE NORTH 52'07'13" EAST, A DISTANCE OF 89.12 FEET TO A POINT OF CURVE;
THENCE 335.48 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 575.00 FEET, A CENTRAL ANGLE OF 33'25'4611, A CHORD BEARING OF
NORTH 35'24'20" EAST, AND A CHORD LENGTH OF 330.75 FEET;
THENCE NORTH 18'41'27" EAST, A DISTANCE OF 144.96 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF SOUTHRIDGE SUBDIVISION PHASE 1, AS SAME IS SHOWN ON
THE PLAT THEREOF RECORDED IN BOOK 104 OF PLATS AT PAGE 14056 OF ADA COUNTY RECORDS;
THENCE ON THE EXTERIOR BOUNDARY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 1 FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE SOUTH 71'18'33 EAST, A DISTANCE OF 50.00 FEET TO A POINT OF CURVE;
THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90'00100", A CHORD BEARING
NORTH 63'41'27" EAST, AND A CHORD LENGTH OF 28.28 FEET;
THENCE SOUTH 7118'33" EAST, A DISTANCE OF 16.94 FEET TO A POINT OF CURVE;
THENCE 157.91 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 275.00 FEET, A CENTRAL ANGLE OF 32054'01 ", A CHORD BEARING
SOUTH 54051'32" EAST, AND A CHORD LENGTH OF 155.75 FEET TO A POINT OF REVERSE CURVE;
THENCE 165.46 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 765.00 FEET, A CENTRAL ANGLE OF 12'23'32", A CHORD BEARING
SOUTH 44'36'18" EAST, AND A CHORD LENGTH OF 165.14 FEET TO A POINT OF REVERSE CURVE;
THENCE 29.58 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 84'44'29", A CHORD BEARING
SOUTH 08'25'50" EAST, AND A CHORD LENGTH OF 26.96 FEET;
THENCE SOUTH 52030'58" EAST, A DISTANCE OF 50.10 FEET;
THENCE LEAVING THE SOUTHERLY BOUNDARY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 1 AND ON THE WESTERLY BOUNDARY LINE OF SAID SOUTHRIDGE SUBDIVISION
PHASE 2 FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE SOUTH 33'56'25" WEST, A DISTANCE OF 25.81 FEET TO A POINT OF CURVE;
THENCE 27.08 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 125.00 FEET, A CENTRAL ANGLE OF 12'24'52", A CHORD BEARING
SOUTH 27'43'59" WEST, AND A CHORD LENGTH OF 27.03 FEET;
THENCE SOUTH 89'34'28" EAST, A DISTANCE OF 101.62 FEET;
THENCE SOUTH 00'25'32" WEST, A DISTANCE OF 673.44 FEET;
THENCE SOUTH 12'54'43" WEST, A DISTANCE OF 63.07 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 14.75 ACRES MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS
SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE 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 WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED
IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
COREY BARTON HOMES, INC., AN IDAHO CORPORATION
BY:
COREY D. BARTON, PRESIDENT
L
V ND
JAMES R. VIASHBURN J a 788 0 2
S'- _L 1
�
T �
`r9l OF
SSR, WAS
Acknowledgment
STATE OF IDAHO )
) S.S.
COUNTY OF ADA)
ON THIS DAY OF BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY
IDAHO NO., 7880
APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF COREY BARTON HOMES, INC., AN IDAHO CORPORATION, AND ACKNOWLEDGED TO ME THAT HE
EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION 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.
NOTARY PUBLIC FOR IDAHO
RESIDING IN BOISE, IDAHO
MY COMMISSION EXPIRES
\\ 00F
THE LAND GROUP
INCORPORATED
I62 East Shore Drive, Suite 100
Eagir, Idaho 23616
Ph. 208.939.1011 EaT.202.939.4445
2u lc) zr,. thela ndgroupti?tc. c o in
PN 116093 SHEET 4 OF 5
siiTM Mii
Approval of Central District Health Department
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH
THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
CENTRAL DISTRICT HEALTH DEPARTMENT
Approval of Ada County Highway District
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
ON THE DAY OF
PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
Approval of City Engineer
I, THE UNDERSIGNED, CIT( ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
Certificate of County Surveyor
I, THE UNDERSIGNED, COUNTY 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
PLS
DATE
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.
111.1119
STATE OF IDAHO)
) S.S.
COUNTY OF ADA)
COUNTY TREASURER
HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC.
AT MINUTES PAST O'CLOCK
CITY ENGINEER BOOK OF PLATS AT PAGES
Approval of City Council
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR
MEETING OF THE CITY COUNCIL HELD ON THE DAY OF
DULY ACCEPTED AND APPROVED.
, THIS PLAT WAS
CITY CLERK, MERIDIAN, IDAHO
ULFUIY
FEE:
.M., ON THIS DAY OF IN
THROUGH , INSTRUMENT NO.
EX -OFFICIO RECORDER
THE LAND GROUP
INCORPORATED
462 East. Shore Drive, Suite 100
Eagle, Idaho 53616
Ph. 1?08.93.9.4041 Fax.208.939.4445
'r U'LU2U.thetCL7Ldg?,o'LLIJ'CItC con)
PN 116093 SHEET 5 OF 5