HomeMy WebLinkAboutRecorded PlatFinal Plat
for
Southridale Subdivision. Phase 1
Situated in a portion of the NE 1 /4 of Section 23,
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
3
FOUND ALUMINUM CAP 2011
PC1/4 CORNER SECTION 2
.P.&F. No. 110088910
FOUND BRASS CAP
NE CORNER SECTION 23
C.P.&F. No. 107153515
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S89`19`41 "E 2661.73. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72.51'�
BASIS OF BEARING So'40'19"W
_ L23 — 53.5C (TIE)
2583.72' L2 j S89'19'41 "E 629.98'
C� W. OVERLAND RD. L21 P.O.B.
Notes
1. ALL LOTS ARE SUBJECT TO A PERMANENT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (10)
FEET CONTIGUOUS TO AND PARALLEL WITH ROAD RIGHTS -OF -WAY. THIS EASEMENT SHALL NOT PRECLUDE THE
CONSTRUCTION OF HARD SURFACE DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. ANY SPECIAL EASEMENTS ARE
SHOWN ON THE PLAT.
2. EACH SIDE OF COMMON INTERIOR LOT LINES PER SUBJECT TO A FIVE (5) FOOT PERMANENT PUBLIC UTILITIES, IRRIGATION
AND DRAINAGE EASEMENT, UNLESS OTHERWISE NOTED.
3. ALL LOTS ARE SUBJECT TO A FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE, AND IRRIGATION EASEMENT
ADJACENT TO AND PARALLEL WITH REAR YARD LOT LINES.
4. ALL LOTS ARE SUBJECT TO A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE, AND IRRIGATION EASEMENT
ALONG ALL EXTERIOR BOUNDARIES OF THE SUBDIVISION WHERE NO EASEMENT EXISTS ON ADJOINING PROPERTY.
5. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME
OF RESUBDIVISION.
6. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME
OF ISSUANCE OF A BUILDING PERMIT. _
7. LANDSCAPE BUFFER CITY OF MERIDIAN CONDITIONS OF APPROVAL TO BE MAINTAINED BY SOUTHRIDGE OWNER'S
ASSOCIATION:
8. NOT USED.
9. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE,
SECTION 31-3805(b) AS IT PERTAINS TO IRRIGATION WATER. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO
IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA MERIDIAN IRRIGATION DISTRICT.
10. LOT 1, BLOCK 3, LOT 1, 12 AND 22, BLOCK 3, LOTS 1, 10-11 AND 22, BLOCK 4, LOT 1, BLOCK 5; AND LOTS 1 AND 9,
BLOCK 6 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE HOMEOWNER'S ASSOCIATION,
INC,.
11. 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 WHEN A
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN NONAGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF.
12. THIS SUBDIVISION IS SUBJECT TO THE DEVELOPMENT AGREEMENT APPROVED FOR THIS SITE RECORDED AS INSTUMENT NO.
107074205.
13. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN SANITARY
RESTRICTION RELEASE.
14. REFERENCE IS MADE TO PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS.
15. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD
AT THE ADA COUNTY RECORDER'S OFFICE.
16. NOT USED.
17. DIRECT LOT OR PARCEL ACCESS TO W. OVERLAND RD., S. LINDER RD. AND S. SPANISH FORK WAY IS PROHIBITED.
18. PORTIONS OF LOT 1 BLOCK 2 AND LOT 2 BLOCK 2 SHOWN HERE ON ARE SERVIENT TO AND CONTAIN THE ACHD STORM
WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER
DRAINAGE EASEMENT RECORDED MAY 8, 2009 AS INSTRUMENT No. 109053259, 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.
19. NOT USED.
20. NOT USED.
21. THIS SUBDIVISION IS SUBJECT TO AN ACHD LICENSE AGREEMENT PER INSTRUMENT No. 111066392, OFFICIAL RECORDS OF
ADA COUNTY.
22. LOTS ARE SUBJECT TO ACHD SIDEWALK EASEMENTS AS SHOWN HEREON PER INSTRUMENT No. 111067210.
Developer/Owner
Linder 109, LLC
(208) 955-6655
Meridian, Idaho 83646
C�
C13
L12 2
C12 4tC11LI
L20
.13
231' 24.
�G
�C
200' 100' 0 200' 400' 600'
Sheet Index
I BLOCK 1
__
.
SHEET 1 -
OVERALL BOUNDARY & NOTES
C21
3 (SEE SHEET 2)
SHEET 2 -
BLOCK 1
S
SHEET 3 -
BLOCK 2
N 4to
N
SHEET 4 -
BLOCKS 3
o
i
L18 �,
5
o
SHEET 5 -
BLOCKS 4, 5, & 6
1
SHEET 6 -
CURVE & LINE TABLES
I S89'18'34'E
\
(SEE SHEET 3)
48.00' (TIE)
SHEET 7 -
CERTIFICATE OF OWNERS
SHEET 8 -
SIGNATURE SHEET
�r0 �.
CDO
I o
LO o
CDC17
0
cCD
N S89'18'34"E
J
BLOCK 2 L3
48.00' (TIE)
I
.
i
234
56
,0 BLOCK 3
1(SEE SHEET 4
M;
2
(SEE SHEET 3)
11 �-
2 3
13 44Ze 4 5 6 7 8 9
\nn 21 _ BLOCK 4111
C7
S. KNOTTY_,,- \-C4 L7-
PINE AVE. C
C
Unplatted
®
FOUND ALUMINUM CAP
FOUND BRASS CAP
FOUND 5/8" STEEL PIN AS NOTED
O
SET 5/8" STEEL PIN WMPC MARKED "ALB 12459"
O
SET 1/2" STEEL PIN WMPC MARKED "ALB 12459"
O
SET 1-1/4" BRASS PLUG MARKED "ALB 12459"
A
CALCULATED POINT, NOTHING FOUND OR SET
WMPC
WITH MAROON PLASTIC CAP
WYPC
WITH YELLOW PLASTIC CAP
14
LOT NUMBER
BLOCK 1
BLOCK NUMBER
P.O.B.
POINT OF BEGINNING
1 0
r(i�BLOCK n5)
�' I
w 2 3 6 7
N(SEE SHEET W. WOODINGTON ST.
BLOCK ISS. KNOTTY
1 2 7TIMBER AVE.
N (SEE SHEET 5)
77
N89°34'27"W 333.99' L4
_ S89'18`32"E J
48.00' (TIE)
r`
CD
o '
23 24
FOUND 5/8"STEEL PIN
WYPC "BERGEY 5710"
E 1 /4 CORNER SECTION 23
C.P.&F. No. 9255545
SUBDIVISION BOUNDARY LINE
- - - - INTERIOR LOT LINE
-------SECTION LINE
ROAD CENTERLINE
RIGHT-OF-WAY LINE
- - - - - - - - - - - - - - EASEMENT LINE
12459 o
9 STgTE OF \OP�
4
9� -V L. BPA�
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THE LAND GROUP
INC.
-Landscape Architecture
-Civic Engineering
-Site Planning
-Golf Course Irrigation
& Engineering
-Graphic Communication
-Land Surveying
462 East Shore Drive,
Suite 100
Eagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 939-4445
www.thelandgroupinc.com
PN 08099 SHEET 1 OF 8)
?i< 1b'#' P� 140s7
FOUND ALUMINUM CAP
N 1/4 CORNER SECTION 23
CP&F 110088910
50.50'
ACHD SIDEWALK EASEMENT
(SEE NOTE 22, SHEET 1)
Unplatted
Final Plat
for
Southridge Subdivision Phase 1
Situated in a portion of the NE 1/4 of Section 23,
53.50'
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
2011
BASIS OF BEARING
S89'19'41 "E 2661.73'
---2589.22' —----
OVERLAND RD.
c
\ cSS \ \
ACHD SIDEWALK EASEMENT_//
\\
(SEE NOTE 22, SHEET 1) �\
CS6
J V'
JG
�C
FOUND BRASS CAP
NE CORNER SECTION 23
C.P.&F. No. 107153515
50' 25' 0 50' 100' 150°
14 13
72.51'
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34.92' S89'18'34"E
I bl .25' 48.00' (TIE) ;r,
.
FOUND 5/8" STEEL PIN
WYPC "BERGEY 5710"
N
E 1/4 CORNER SECTION 23
CP&F 1255545
.'
o��,eT
L LANd
4 ( 12459 ) 0
9,Y �QTE OF 0 4'
�0 L. BAZ'�'A
Developer/Owner
Linder 109, LLC
"208) 95J— 65-5
Meridian, Idaho 83646
\\
mr/ter
THE LAND
GROUP
INC.
-Landscape Arehateetlere
-Civil Engineering
'Site Planning
Golf Course Irrigation
& Engineering
'Graphic Communication
'Land Surveying
462 East Shore Drive,
Suite 100
Eagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 939-4445
vwvw.thelandgroupinc.com
PN 08099 SHEET 2 OF 81
Final Plat
for
Southridge Subdivision Phase1
Situated in a portion of the NE 1 /4 of Section 23,
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
2011
C21
_ tK
L29
/ C51 \� 01 53
O
�� � \�s
Q.)ACHD SIDEWALK EASEMENT css S. SPANISH
\ L18 (SEE NOTE 22, SHEET 1) �\\
SUN WAY
c/,�� / \ ��� ACHD SIDEWALK EASEMENT \\ FOUND BRASS CAP
Unplatted / �� (SEE NOTE 22, SHEET 1) NE CORNER SECTION 23
C.P.&F. No. 107153515
9. \ \
'19 \ \ ` \? _ — \ FOUND 5/8-INCH STEEL
N ' PIN WYPC MARKED
CO C i \N89'18'34"W 25.00° I• "CSC PLS 5082"
ACHD SIDEWALK EASEMENT �ry �\ s6 / 46.33' e\147.31'
(SEE NOTE 22, SHEET 1) I 104.92'
I
ACHD STORM DRAINAGE EASEMENT �� N89'19'41"W 151.25'
(SEE NOTE � 18, SHEET 1) \\ �' S89'18'34"E
FOUND 5/8-INCH STEEL \ 48 00' (TIE) FOUND 5/8-INCH STEEL
11 1 1 11 11 11
S. SPANISH _ PIN. NO CAP. PLACED
v/
� PIN. NO CAP. PLACED b
�'
MAROON PLASTIC CAP MAROON PLASTIC CAP
� �
o I: MARKED "ALB PLS 12459"
2s �� FORK WAY \ MARKED "ALB PLS 12459" N N
L15 0� �5 ,i �C92j„ NOT A PART o : \
o S26'46'03"W \
\� C17— Ohi �/ \�� �y N o I ; 9.65' C� C185\
p0� — S48'08'00"W `¢\
62.86' FOUND 5/8-INCH STEEL
C61 \\ BLOCK 2 \ N S89'18'34"E I 1
PIN WYPC MARKED /
/ / \ 48.00' (TIE) "CSC PLS 5082" \ / 5.909'28'44"E
I/ /�-ACHD STORM DRAINAGE EASEMENT S63'13'57"E 5.
1 I / (SEE NOTE 18, SHEET 1) 25.38' S89'19'41 "E 151.25' 47.97' `� i
\ 1 FOUND 5/8-INCH STEEL � e S89'19'41"E
�\ \ C60 / PIN WYPC MARKED -----FOUND 5/8-INCH STEEL 1 I 16.63'
"HWE PLS 5617" PIN. NO CAP. PLACED �I I
MAROON PLASTIC CAP I I o
\ MARKED "ALB PLS 12459" 1 I I N
2 I j I N
'
91�, ACHD SIDEWALK EASEMENT 48' R-O-W I I o
(SEE NOTE 22, SHEET 1) PER INST. No 107034555 I 1 LO �'�•I
I
sss I M
\ J I w
\\\ ACHD SIDEWALK EASEMENT
(SEE NOTE 22, SHEET 1)�I1
\\\ 25' LANDSCAPE BUFFER 1
\� SEE NOTE 7 I I v
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N \\ I I M
I M
\ \CS9.�\\ i �I
C3? I N I
_------------------ N89°34'28"W 431.61-------------058--Gg1
C 3� CN CD
_ N89'34'28"W 431.61' _ N_ C34 � N
391.29'
- 40.32
W. AMERICAN FORK DR.
I:
Cl
FOUND 5/8" STEEL PIN
WYPC "BERGEY 5710"
E 1 /4 CORNER SECTION 23
CP&F 9255545
9 sTgTf OF 10P� �
q�01V
L. BAti�'A4
Developer/Owner
Linder 109, LLC
(208` J55-005
Meridian, Idaho 83646
lam
�►'
�/
THE LAND
GROUP
INC.
-Landscape architecture
'Civil Engineering
'Site Planniny
-Golf Course Irrigation
& Engineering
-Graphic Communication
'Land Surveying
Ar
462 East Shore Drive,
Suite 100
Eagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 939-4445
www.thelandgroupinc.com
PN 08099 SHEET 3 OF 8I
C�pIc I cyt-
Final Plat
L15 for
�h° Southridge Subdivision Phase 1
ti��° Situated in a portion of the NE 1/4 of Section 23,
Township 3 North, Range 1 West, B.M.
/
/ City of Meridian, Ada County, Idaho
/ L31 \ C61 2011
I o C�6 \ co
�
1\ \ 36.94, 0 97 1 I '---,-__ACHD STORM DRAINAGE EASEMENT
Cs(SEE NOTE 18, SHEET 1)
s
\ \ \ i / / -
\ 3630, 0.64'
DETAIL "A"
-NTS-
VARIES --' o \\
ACHD SIDEWALK EASEMENT
(SEE NOTE 22, SHEET 1)
/ cis ° BLOCK 3
\
Unp tatted �` /� _�'� ° \` �'•
i ' // '� \\ �' \ s�� ACHD SIDEWALK EASEMENT
2 o / 9 o c)g \\\ O �y�s (SEE NOTE 22, SHEET 1)
SEE DETAIL "A" /
THIS SHEET
3 50' 25' 0 50' 100' 150'
� L31 0 \ C� / ti /• o \\
o
1\ �' 36.80, 6 5 \ \ \
o C 20' WIDE
.N / 18 0 80 PUBLIC / 6
0.64' \ o STREET/CO
061
21 N o* `"
n o / SEE DETAIL "B" 20 0 /o moo\
THIS SHEET
N�118 �° r'° < 0.64' / o�h /o ° ' 900 C�'
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0 45.00,
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C� 0 61.94• N � / 18 �^:° oo° , 10
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ACHD SIDEWALK EASEMENT N>>•18, "Soo' G�� C10\ `\' ° i 17 �°���oo° o'°>
(SEE NOTE 22, SHEET 1) SO 33 W ��s �,11 sr
.001
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16
ACHD SIDEWALK EASEMENT ` �� lam\ ' \� /\\o
(SEE NOTE 22, SHEET 1) \ \ o �o , ��,o, °� \ // �•
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14 y / lb -
SEE
DETAIL „C„
16,30, 0.64 1 \ �� \\ / THIS SHEET /o ��h coo \
13
1 ` �0
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Unplatted
DETAIL B h "-
-NTS- `L----
\�\ \ / DETAIL "C"
-NTS-
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S���S
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Developer/Owner
Linder 109, LLC
Meridian, Idaho 83646
r/ or
i
THE LAND GROUP
INC.
Landscape Architecture
-Civil Engineering
-Site Plaimmy
-Coif Course Irrigation
& Engineering
-Graphic Communication
Land SuTIT-ij ng
462 East Shore Drive,
Suite 100
Eagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 939-4445
www.thelandgroupinc.com
PN 08099 SHEET 4 OF 8
Final Plat
for
Southridge Subdivision Phase 1
Situated in a portion of the NE 1/4 of Section 23,
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
2011
\ JG
e
I
\ \ 0 50' 25' 0 50' 100' 150' 1 1 M
�5
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CD
— — — — — — — — — — — — — — — — — — — — — — ----------- _I/;1
N89'34'28"W 43161' ,C58 _ L4
' ! b ° N
�� W. AMERICAN FORK DR.
/ /, \ \1
_
C122 3 �`� ^� CI 0 I o
N89'34'28"W 431,61' —
391.29'—
LO
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L24
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Al ^`'° 4 �' o/^ 3 C139 v� G ,®....... o... _ . • .o .S89'34'28"E0360.67'......... o... _ ...o .._.. T
/5 ``� / ��; 31 N 25' 45.00' 45.00' 45.00' 45.00' 4500' 45,00' 45.00' 45.67'• CI71 0 1 S
o ! rn o o II 25
in p "�1 - io 0 o I I
t o w I ,,, I
!' C �° 1 BLOCK 4 6 ^ I+ I o II w w - w w 11
�• / !6g C?, 7 o f `D I Nl of o �`'I_l o N o
o \ / $ MI o �1 o MI o w C170
C167 \0 9 �110 o II Flo Nlg 'I� olo NIo NIa
�D°j ` C!6? o C12g / 20' 1MDE !/ I n `� '� z z z z Z z r z o z+ r 'oNa I 1
.�! 0 PUBLIC I o+� � N �; 2 3 4 5 6 7 8 � 0 1
a C16p ° \� C131 STREET I I V)l i I N ,6' 9 /. C13g3 —°
II 1 0 z0
21 �3
Cam' 8 0 o C135 II C172 BOCK5
0�o' 3 C130 / hC16 0 Z 0 14 1C176
0 0268
C166 C1504 M 30.61' 45.00'- 45.00' 45.00' 45.00'45.00' 5.00' _ClC150 - 0 /7,/19 C150 ° r, SEE DETAIL "E"_�*` --
I+ II
I
II
I
° SEE DETAIL "D"
/ o C148 C145 C143 N — THIS SHEET ° C' •'� °
O THIS SHEET — N89'34'28"W 348.30_
18 7 �-� /o � : /o k 1
17 / o / N 1$ I N o I 1 \ c18o N W. WOODINGTON ST. cA�
/ 16 rn rn I o N o °o I ( o 0 0 0 0 0 0 0 0
° Cl "' I _o r I �> >!_ 44.45'_ _ — — 45.00'_ — _ _45.00'_ _ _ _45.00' _ _ _ _45.00' — _ — _ 45.00'_ _ — 33.85'_ —
�' 14
° C159>\ / / 13 12 0 1i I wl
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C \ — I ,r; 112
TrT N r
\�C37 C 8 W tT °—C153 ---®Ci — 4.74' C146 1 °
lZ
S. KNOTTY=
PINE AVE.
N
cV
!
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0+0
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DETAIL "D"
-NTS-
0 51 �� I
— C149 — 0 0 25.22' 147 + i I
TI�IB�R ° ° Ln
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I�SO'25'32"W
28¢ 45,63' �— — L25 C40 S89'34'28"E 18.99'0
owolo 0lo C4 <D co 0+-
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(BLOCK 6
C181
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N6 ? .. .......
co
co
6'�y C3___--L7 C2 1 N c6
L 25.00' 25.00' J
N89"34'28"W
5n nn'
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1 2.68' I
+ 45.00' 0 0 C177 I
l S89'34'28"E
DETAIL "E"
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U nplatted
NI M 1
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0
i$10 N,
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Il S. KNOTTY
TIN BER AVE.
z I 1 1
91
I I�00
I O m
+ I I
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27.0 ' 021.00 21.00' o 132.46' I S89'18'32"E
........L4.•••• 48.00'(TIE) 0
Developer/Owner
Linder 100, LLC
(255) 555 SE,55
Meridian, Idaho 83646
j- LA,1 6
12459
'QQ '9TE OF \OPr 4t1�
Lot I
��
THE LAND
GROUP
INC.
-Landscape .42-clzitecture
-Civil E7zgmeering
-Site Planning
Golf Course Irrigation
& Engineereng
-Graphic Communication
Land Surveying
or
462 East Shore Drive,
Suite 100
Eagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 939-4445
www,thelandgroupinc.com
PIN 08099 SHEET 5 OF 8I
F-�K- ia4 1* !404o1
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
Cl
31.18'
20.00'
89'19'29"
28.12'
N44'14'13"W
C2
15.26'
325.00'
2'41'23"
15.26'
N87'33'16"W
C3
132.04'
765.00'
9'53'22"
131.88'
N81'15'53"W
C4
36.04'
20.00'
103'15"6"
31.36'
S52'03'10"W
C5
24.39'
20.00'
69'53'02"
22.91'
N34'30'59"W
C6
161.30'
765.00'
12'04150"
161.00'
N63'25'04"W
C7
30.96'
20.00'
88'40'56"
27.96'
S78'16'53"W
C8
29.58'
20.00'
84'44'29"
26.96'
N8'25'50"W
C9
165.46'
765.00'
12'23'32"
165.14'
N4436'18"W
C10
157.91'
275.00'
32'54'01"
155.75'
N54'51'32"W
C11
31.42'
20.00'
90'00'00"
28.28'
S63'41'27"W
C12
31.42'
20.00'
90'00'00"
28.28'
N26'18'33"W
C13
31.42'
20.00'
90'00'00"
28.28'
N63'41'27"E
C14
94.67'
300.00'
18'04'50"
94.28'
N27'43'52"E
C15
95.80'
310.47'
17'40'49"
95.42'
N45'18'15"E
C16
121.69'
76.49'
91'08'46"
109.26'
N8'34'31"E
C17
106.80'
64.50'
94'52'22"
95.01'
S84'25'49"E
C18
140.47'
275.00'
29'l5'56"
138.94'
N33'30'02"E
C19
110.20'
325.00'
19'25'39"
109.67'
N28'34'53"E
C20
49.34'
331.00'
8'32'29"
49.30'
N42'33'57"E
C21
19.85'
14.00'
81*13'33"
18.23'
N6'13'26"E
C22
170.90'
281.00'
34'50'47"
168.28'
N16'57'57"W
C23
190.33'
250.00'
43*37'15"
185.77'
S21'21'11"E
C24
334.56'
250.00'
76'40'35"
310.15'
S37'52'51"E
C25
144.23'
250.00'
33'03'21"
142.24'
S59'41'28"E
C26
251.45'
300.00'
48'01'23"
244.15'
N52'12'27"W
C27
266.66'
250.00'
61'06'48"
254.20'
S58'45'10"E
C28
146.45'
300.00'
27'58'08"
145.00'
S32'51'08"W
C29
153.23'
300.00'
29*15'56"
151.57'
N33'30'02"E
C30
176.47'
275.00'
36'46'00"
173.45'
S37'04'27"W
C31
96.67'
425.00'
13'01'59"
96.47'
S43'30'37"E
C32
390.02'
425.00'
52'34'50"
376.48'
S63'l7'03"E
C33
293.35'
425.00'
39'32'51"
287.56'
S69'48'02"E
C34
66.61'
250.00'
15'15'54"
66.41'
N81'56'31"W
C35
172.27'
300.00'
32'54'01"
169.91'
N54'51'32"W
C36
201.02'
740.00'
15'33'51"
200,40'
S46'11'27"E
C37
231.21'
740.00'
17'54'06"
230.27'
S62'55'26"E
C38
416.35'
740.00'
32'14'12"
410.88'
S70'05'28"E
C39
185.14'
740.00'
14'20'06"
184.66'
S79'02'32"E
C40
17.62'
300.00'
3'21'53"
17.62'
S87'53'31"E
C41
92.95'
59.00'
90'15'56"
83.63'
N44'26'30"W
C42
166.73'
219.00'
43'37'15"
162.73'
S21'21'11"E
C43
71.69'
377.50'
10'52'49"
71.58'
N50'56'40"W
C44
177.44'
331.00'
30'42'53"
175.32'
N60'51'42"W
C45
126.35'
219.00'
33'03'21"
124.60'
S59'41'28"E
C46
39.95'
377.50'
6'03'47"
39.93'
N34'16'33"W
C47
47.36'
331.00'
8*11'50"
47.32'
N41'24'21"W
C48
28.60'
30.00'
54'37'08"
27.53'
N63'22'52"E
C49
233.59
219.00'
61'06'48"
222,68'
S58'45'101
C50
52.64'
331.00'
9'06'40"
52.58'
N32'45'06"W
Final Plat
for
Southridge Subdivision Phase 1
Situated in a portion of the NE 1/4 of Section 23,
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
2011
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C51
8.99'
275.00'
1'52'25"
8.99'
S37'19'35"W
C52
40.25'
269.00'
8'34'25"
40.21'
S42'33'00"W
C53
19.85'
14.00'
81'13'33"
18.23'
S87'26'58"W
C54
119.09'
281.00'
24'16'53"
118.20'
S64'04'42"E
C55
225.47'
269.00'
48'01'23"
218.92'
N52'l2'27"W
C56
241.71'
281.00'
49*17'01"
234.32'
S52'50'16"E
C57
51.01'
30.00'
97'24'49"
45.08'
N49'23'50"E
C58
36.85'
275.00'
7'40'43"
36.83'
N85'44'06"W
C59
367.08'
400.00' 1
52'34'50"
354.33'
S63'17'03"E
C60
57.86'
64.50'
51'23'56"
55.94'
S11'17'40"E
C61
55.63'
94.50'
33'43'58"
54.83'
S31'16'09"W
C62
166.00'
325.00'
29'15'56"
164.21'
N33'30'02"E
C63
84.10'
275.00'
17'31'19"
83.77'
S27'37'43"W
C64
8.36'
250.00'
1'54'59"
8.36'
S19'38'56"W
C65
255.53'
445.00'
32'54'01"
252.03'
N54'51'32"W
C66
131.29'
595,00'
12'38'32"
131.02'
S44'43'48"E
C67
170.45'
250.00'
39'03'48"
167.16'
S40'08'20"W
C68
50.86'
62.50'
46'37'16"
49.46'
S82'58'52"W
C69
37.57'
92.50'
23'16'l8"
37.31'
N62'04'21 "W
C70
13.14'
56.00'
13'26'34"
13.1l'
N43'42'55"W
C71
63.36'
450.00'
8'04'03"
63.31'
S41'01'40"E
C72
27,58'
20.00'
79'00'06"
25.44'
N5'33'38"W
C73
16.02'
585,00'
1'34'10"
16.02'
S50'10'50"E
C74
325.64'
565.00'
33'01'22"
321.15'
N54'55'13"W
C75
43.47'
565.00'
4'24'30"
43.46'
N69'13'39"W
C76
34.04'
455.00'
4'17'09"
34.03'
N69'09'58"W
C77
43.47'
565.00'
4'24'30"
43.46'
N64'49'09"W
C78
35.01'
455.00'
4'24'30"
35.00'
N64'49'09"W
C79
43.47'
565.00'
4'24'30"
43.46'
N60'24'38"W
C80
35,01'
455.00'
4'24'30"
35.00'
N60'24'38"W
C81
43.47'
565.00'
4'24'30"
43.46'
N56'00'08"W
C82
35.01'
455.00'
4'24'30"
35.00'
N56'00'08"W
C83
43.47'
565.00'
4'24'30"
43.46'
N51'35'37"W
C84
35.01'
455.00'
4'24'30"
35.00'
N51'35'37"W
C85
43,47'
565.00'
4'24'30"
43.46'
N47'11'07"W
C86
35.01'
455.00'
4'24'30"
35.00'
N47'l1'07"W
C87
43.47'
565.00'
4'24'30"
43.46'
N42'46'36"W
C88
35.01'
455.00'
4'24'30"
35.00'
N42'46'36"W
C89
21.34'
565.00'
2'09'49"
21.33'
N39'29'27"W
C90
14.47'
475.00'
1'44'43"
14.47'
S39'16'53"E
C91
17,82'
585.00'
1'44'43"
17.82'
S39'16'53"E
C92
17.18'
455.00'
2'09'49"
17.18'
N39'29'27"W
C93
35.01'
475.00'
4'13'22"
35.00'
S42'15'56"E
C94
43.12'
585,00'
4'13'22"
43.11'
S42'15'56"E
C95
34.73'
475.00'
4'11'22"
34.72'
S46'28'18"E
C96
51,24'
585.00'
5'01'08"
51.23'
S46'53'11"E
C97
10.04'
605.00'
0'57'05"
10.04'
S50'39'31 "E
C98
20.94'
20.00'
60'00'00"
20.00'
N63'56'25"E
C99
35.00'
605.00'
3'18'54"
35.00'
S48'31'31 "E
C100
12.55'
20.00'
35'56'31"
12.34'
S68'05'20"E
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C101
40,56'
715,00'
3*15'00"
40.55'
S48'29'34"E
C102
35.00'
605.00'
3'18'54"
35.00'
S45'12'37"E
C103
41.37'
715.00'
3'18'54"
41.36'
S4512'37"E
C104
35.00'
605.00'
3'18'54"
35.00'
S41'53'43"E
C105
41.37'
715.00'
3*18'54"
41.36'
S41'53'43"E
C106
16.30'
435.00'
2'08'51"
16.30'
N39'28'57"W
C107
19.31'
605.00'
1'49'43"
19.31'
S39'19'24"E
C108
22.82'
715.00'
1'49'43"
22.82'
S39'19'24"E
C109
12.18'
325.00'
2'08'51"
1218'
N39'28'57"W
C110
46.87'
435.00'
6'l0'24"
46.85'
N43'38'35"W
C111
35.02'
325.00'
6'10'24"
35.00'
N43'38'35"W
C112
46.87'
435.00' 1
6-10'24"
46.85'
N49'48'59"W
C113
35,02'
325.00'
6'10'24"
35.00'
N49'48'59"W
C114
46.87'
435.00'
6'10'24"
46.85'
N55'59'22"W
C115
35.02'
325.00'
6'l0'24"
35.00'
N55'59'22"W
C116
46.87'
435.00' 1
6'10'24"
46.85'
N62'09'46"W
C117
35.02'
325.00'
6'10'24"
35.00'
N62'09'46"W
C118
46.01'
435.00'
6'03'35"
45.98'
N68'16'46"W
C119
34.37'
325.00'
6'03'35"
34.36'
N68'16'46"W
C120
31.42'
20.00'
90'00'00"
28.28'
S26'l8'33"E
C121
20.94'
20.00'
60'00'00"
20.00'
S63'56'25"W
C122
10.00'
585.00'
0'58'46"
10.00'
S56'21'32"E
C123
10.46'
20.00'
29'57'34"
10.34'
N71'04'48"W
C124
24.27'
450.00'
3'05'23"
24.26'
S57'38'43"E
C125
44.72'
585.00'
4'22'47"
44.71'
S59'02'18"E
C126
34.67'
450.00'
4'24'50"
34,66'
S61'23'49"E
C127
43.12'
585.00'
4'13'22"
43.1l'
S63'20'23"E
C128
34.74'
450.00'
4'25'26"
34.74'
S65'48'57"E
C129
43.12'
585.00'
4*13'22"
43.11'
S67'33'45"E
C130
34.81'
450.00'
4'25'58"
34.81'
S70'14'38"E
C131
43.12'
585.00'
4'13'22"
43.11'
S71'47'06"E
C132
34.88'
450.00'
4'26'26"
34.87'
S74'40'50"E
C133
43.12'
585.00'
4'13'22"
43.11'
S76'00'28"E
C134
34.93'
450.00'
4'26'49"
34.92'
S79'07'28"E
C135
43.12'
585.00'
4'13'22"
43.1l'
S80'13'50"E
C136
34.97'
450.00'
4'27'09"
34.96'
S83'34'27"E
C137
43.12'
585.00'
4'l3'22"
43.1l'
S84'27'12"E
C138
25.16'
450.00'
3*12'l3"
25.16'
S87'24'08"E
C139
10.24'
20.00'
29'20'54"
10.13'
N74'19'47"W
C140
39.41'
585.00'
3'51'35"
39.40'
S88'29'40"E
C141
20.97'
20.00'
60'04'52"
20.02'
N29'36'54"W
C142
11.34'
585.00'
1'06'40"
11.34'
N89'01'12"E
C143
15.81'
605.00'
1'29'50"
15.81'
N89'16'41"E
C144
26.38'
20.00'
75*34'13"
24.51'
N38'12'38"E
C145
35.00'
605.00'
3'18'54"
35.00'
S88'18'57"E
C146
5.36'
20.00'
15'20'36"
5.34'
N83'40'03"E
C147
11.77'
275.00'
2'27'05"
11.76'
S87'26'07"E
C148
35.00'
605.00'
3'18'54"
35.00'
S85'00'03"E
C149
35.77'
715.00'
2'51'59"
35.77'
S84'46'35"E
C150
35.00'
605.00'
3'18'54"
35.00'
S81'41'08"E
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C151
41.37'
715.00'
3'18'54"
41.36'
S81'41'08"E
C152
35.00'
605.00'
3'18'54"
35.00'
S78'22'14"E
C153
41.37'
715.00'
3'18'54"
41.36'
S78'22'141
C154 1
35.00'
605.00'
3'18'54"
35.00'
S75'03'20"E
C155
41.37'
715.00'
3'18'54"
41.36'
S75'03'20"E
C156
35.00'
605.00'
3'18'54"
35.00'
S71'44'25"E
C157
41.37'
715.00'
3*18'54"
41.36'
S71'44'25"E
C158
35.00'
605.00'
3'18'54"
35.00'
S68'25'31"E
C159
41.37'
715.00'
3'18'54"
41.36'
S68'25'31"E
C160
35.00'
605.00'
3'18'54"
35.00'
S65'06'37"E
C161
41.37'
715.00'
3'18'54"
41.36'
S65'06'37"E
C162
35.00'
605.00'
3*18'54"
35.00'
S61'47'42"E
C163
41.37'
715.00'
3'18'54"
41.36'
S61'47'42"E
C164
35.00'
605.00'
3*18'54"
35.00'
S58'28'48"E
C165
32.31'
715.00'
2'35'21"
32,31'
S58'50'34"E
C166
10.99,
20.00'
31*29'18"
10.85'
S41'48'l5"E
C167
10,00'
605,00'
0'56'49"
10.00'
S56'20'56"E
C168
20.94'
20.00'
60'00'00"
20,00'
S3'56'25"W
C169
53.68'
80.00'
38'26'32"
52,67'
N18'31'48"W
C170
2.68'
10.00'
15*22'17"
2.67'
N69'58'49"W
C171
42.61'
205.00'
11'54'30"
42.53'
N83'37'13"W
C172
15.36'
20.00'
43'59'42"
14.98'
S21'34'19"E
C173
31.42'
20.00'
90'00'00"
28.28'
S45'25'32"W
C174
46.76'
225.00'
11'54'30"
46.68'
N83'37'13"W
C175
41.03'
30.00'
78'21'24"
37.90'
N38'29'16"W
C176
16.06'
20.00'
46'00'18"
15.63'
S66'34'19"E
C177
44.59'
80,00'
31'56'01"
44.01'
N73'36'27"W
C178
27.77'
80.00'
19'53'23"
27.63'
N47'41'45"W
C179
30.87'
20.00'
88'25'35"
27.89'
S44'38'20"W
C180
0.55'
20.00'
1'34'25"
0.55'
S89'38'20"W
C181
11.31,
38.00'
1 17'03'30"
11.27'
N81'02'43"W
C182
48.55'
38.00'
73'l2'26"
45.32'
N35'54'45"W
C183
369.98'
595.00'
35'37'38"
364,05'
S73'41'20"E
C184
62.38'
281.00'
12*43'10"
62.25'
S66'28'05"E
C185
22.81'
281.00'
1 4'39'07"
22.81'
S75'09'14"E
Developer/Owner
Linder 109, LLC
Meridian, Idaho 83646
Line Table
LINE
LENGTH
BEARING
Lt
34.64'
S44'19'00"E
L2
151.25'
N89'19'41 "W
L3
151.25'
S89'19'41 "E
L4
101.48'
N89'18'32"W
L5
48.98'
SO'25'32"W
L6
50.00'
N89'34'28"W
L7
29.96'
N86'12'34"W
L8
56.81'
N61*13'36"W
L9
50.10'
N52'30'58"W
L10
16.94'
N71'18'33"W
Lll
50.00'
N71'18'33"W
L12
50.00'
N18'41'27"E
L13
101.64'
N18'41'27"E
L14
49.00'
N53'00'22"E
L15
9.62'
S36'59'38"E
L16
65.33'
N48'08'00"E
L17
113.44'
N18'52'04"E
L18
6.00'
N51'42'17"W
L19
169.43'
N46'50'12"E
L20
18.36'
NO'27'27"E
L21
37.67'
N44'16'59"W
L22
57.51'
S89'19'41"E
L23
3.00'
SO'40'19"W
L24
4.81'
N74'18'34"W
L25
29.96'
S86'12'34"E
L26
18.28'
SO'27'27"W
L27
14.47'
SO'40'34"W
L28
17.31'
N89'18'34"W
L29
6.00'
S51'44'1 YE
L30
mocf
N18'41'27"E
L31
1.64'
N18'41'27"E
L32
20.08'
N33'56'25"E
L33
20.08'
N33'56'25"E
L34
20.00'
N33'56'25"E
L35
20.00'
N33'56'25"E
L36
20.01'
SO'25'32"W
L37
20.01'
SO'25'32"W
%1% /K.N�
THE LAND GROUP
INC.
-Landscape Architecture
-Civil Engineering
-Site Planning
-Golf Course Irrigation
d Engineering
-Graphic Communication
-Land Surveying
462 East Shore Drive,
Suite 100
�JEagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 939-4445
www.thelandgroupinc.com
PN 08099 SHEET 6 OF 8
Sm
N,11���
0
Final Plat
for
Southridge Subdivision Phase 1
Situated in a portion of the NE 1/4 of Section 23,
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
Certificate of Owner 2011
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE
REAL PROPERTY HEREAFTER DESCRIBED.
A TRACT OF LAND SITUATED IN A PORTION OF THE NORTHEAST ONE QUARTER OF SECTION 23,
TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO,
DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND BRASS CAP MONUMENTING THE NORTHEAST CORNER OF SAID SECTION
23 ON THE CENTERLINE OF WEST OVERLAND ROAD, FROM WHICH A FOUND ALUMINUM CAP
MONUMENTING THE NORTH ONE QUARTER CORNER OF SAID SECTION 23 BEARS NORTH 89°19'41"
WEST A DISTANCE OF 2,661.73 FEET;
THENCE FOLLOWING THE NORTHERLY LINE OF SAID SECTION 23 AND THE CENTERLINE OF SAID
WEST OVERLAND ROAD, NORTH 89'19'41" WEST A DISTANCE OF 72.51 FEET TO A POINT;
THENCE LEAVING SAID NORTHERLY LINE AND SAID CENTERLINE, SOUTH 00'40'19" WEST A
DISTANCE OF 53.50 FEET TO A SET 5/8-INCH STEEL PIN ON THE SOUTHERLY RIGHT-OF-WAY
LINE OF SAID WEST OVERLAND ROAD BEING THE POINT OF BEGINNING;
THENCE SOUTH 44°19'00" EAST A DISTANCE OF 34.64 FEET TO A FOUND 5/8-INCH STEEL PIN
ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH LINDER ROAD;
THENCE FOLLOWING THE WESTERLY RIGHT-OF-WAY LINE OF SAID SOUTH LINDER ROAD,
SOUTH 00°41'26" WEST A DISTANCE OF 561.61 FEET TO A FOUND 5/8-INCH STEEL PIN;
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE, NORTH 89-19-41" WEST A DISTANCE OF
151.25 FEET TO A FOUND 5/8-INCH STEEL PIN;
THENCE SOUTH 00°41'26" WEST A DISTANCE OF 250.00 FEET TO A FOUND 5/8-INCH STEEL PIN;
THENCE SOUTH 89°19'41" EAST A DISTANCE OF 151.25 FEET TO A FOUND 5/8-INCH STEEL PIN
ON SAID WESTERLY RIGHT-OF-WAY LINE OF SOUTH LINDER ROAD;
THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 00°41'26" WEST A DISTANCE OF
713.31 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE, NORTH 89°18'32" WEST A DISTANCE OF
101.48 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 89°34'27" WEST A DISTANCE OF 333.99 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE SOUTH 00°25'32" WEST A DISTANCE OF 48.98 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 89'34'28" WEST A DISTANCE OF 50.00 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 31.18 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 89°19'29", A CHORD BEARING OF
NORTH 44°14'13" WEST, AND A CHORD DISTANCE OF 28.12 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 15.26 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 325.00 FEET, A CENTRAL ANGLE OF 02'41'23", A CHORD BEARING OF
NORTH 87°33'16" WEST, AND A CHORD DISTANCE OF 15.26 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 86°12'34" WEST A DISTANCE OF 29.96 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 132.04 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE
HAVING A RADIUS OF 765.00 FEET, A CENTRAL ANGLE OF 09'53'22", A CHORD BEARING OF
NORTH 81°15'53" WEST, AND A CHORD DISTANCE OF 131.88 FEET TO A SET 5/8-INCH STEEL
PIN;
THENCE 36.04 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT, SAID CURVE HAVING A
RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 103'15'16", A CHORD BEARING OF SOUTH
52'03'10" WEST, AND A CHORD DISTANCE OF 31,36 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 61°13'36" WEST A DISTANCE OF 56.81 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 24.39 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 69'53'02", A CHORD BEARING OF NORTH
34`30'59" WEST, AND A CHORD DISTANCE OF 22,91 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 161.30 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 765.00 FEET, A CENTRAL ANGLE OF 12°04'50", A CHORD BEARING OF NORTH
63°25'04" WEST, AND A CHORD DISTANCE OF 161.00 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 30.96 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT, SAID CURVE HAVING A
RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 88°40'56", A CHORD BEARING OF SOUTH 78'16'53"
WEST, AND A CHORD DISTANCE OF 27.96 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 52`30'58" WEST A DISTANCE OF 50.10 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 29.58 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 84°44'29", A CHORD BEARING OF NORTH
08°25'50" WEST, AND A CHORD DISTANCE OF 26.96 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 165.46 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 765.00 FEET, A CENTRAL ANGLE OF 12°23'32", A CHORD BEARING OF NORTH
44'36'18" WEST, AND A CHORD DISTANCE OF 165.14 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 157.91 FEET ALONG THE ARC OF A REVERSE CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 275.00 FEET, A CENTRAL ANGLE OF 32`54'01", A CHORD BEARING OF NORTH
54`51'32" WEST, AND A CHORD DISTANCE OF 155.75 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 71°18'33" WEST A DISTANCE OF 16.94 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 31.42 FEET ALONG THE ARC OF A CIRCULAR 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
63°41'27" WEST, AND A CHORD DISTANCE OF 28.28 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 71°18'33" WEST A DISTANCE OF 50.00 FEET TO A SET BRASS PLUG;
THENCE 31.42 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90'00'00", A CHORD BEARING OF NORTH
26°18'33" WEST, AND A CHORD DISTANCE OF 28.28 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 18°41'27" EAST A DISTANCE OF 50.00 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 31.42 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, SAID CURVE
HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90°00'00", A CHORD BEARING OF
NORTH 63'41'27" EAST, AND A CHORD DISTANCE OF 28.28 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 18°41'27" EAST A DISTANCE OF 101.64 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 94.67 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 18°04'50", A CHORD BEARING OF
NORTH 27°43'52" EAST, AND A CHORD DISTANCE OF 94,28 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 95.80 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 310.47 FEET, A CENTRAL ANGLE OF 17-40-49", A CHORD BEARING OF
NORTH 45°18'15" EAST, AND A CHORD DISTANCE OF 95.42 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 121.69 FEET FOLLOWING THE ARC OF A REVERSE CURVE TO THE LEFT, SAID CURVE
HAVING A RADIUS OF 76.49 FEET, A CENTRAL ANGLE OF 91°08'46", A CHORD BEARING OF
NORTH 08'34'31 " EAST, AND A CHORD DISTANCE OF 109.26 FEET TO A SET 5/8-INCH STEEL
PIN;
THENCE NORTH 53'00'22" EAST A DISTANCE OF 49.00 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE SOUTH 36°59'38" EAST A DISTANCE OF 9.62 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 106.80 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 64,50 FEET, A CENTRAL ANGLE OF 94°52'22", A CHORD BEARING OF
SOUTH 84°25'49" EAST, AND A CHORD DISTANCE OF 95.01 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 48°08'00" EAST A DISTANCE OF 65.33 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 140.47 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 275.00 FEET, A CENTRAL ANGLE OF 29°15'56", A CHORD BEARING OF
NORTH 33°30'02" EAST, AND A CHORD DISTANCE OF 138.94 FEET TO A SET 5/8-INCH STEEL
PIN;
THENCE NORTH 18°52'04" EAST A DISTANCE OF 113.44 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE 110,20 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 325.00 FEET, A CENTRAL ANGLE OF 19°25'39", A CHORD BEARING OF NORTH
28'34'53" EAST, AND A CHORD DISTANCE OF 109.67 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE NORTH 51'42'17" WEST A DISTANCE OF 6.00 FEET TO A SET BRASS PLUG;
THENCE 49.34 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, SAID CURVE
HAVING A RADIUS OF 331.00 FEET, A CENTRAL ANGLE OF 08°32'29", A CHORD BEARING OF
NORTH 42°33'57" EAST AND A CHORD DISTANCE OF 49.30 FEET TO A SET BRASS PLUG;
THENCE NORTH 46°50'12" EAST A DISTANCE OF 169.43 FEET TO A SET BRASS PLUG;
THENCE 19.85 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING
RADIUS OF 14.00 FEET, A CENTRAL ANGLE OF 81°13'33", A CHORD BEARING OF NORTH 06°13'26"
EAST, AND A CHORD DISTANCE OF 18.23 FEET TO A SET BRASS PLUG;
THENCE 170.90 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT, SAID CURVE HAVING
A RADIUS OF 281.00 FEET, A CENTRAL ANGLE OF 34'50'47", A CHORD BEARING OF
NORTH 16°57'57" WEST, AND A CHORD DISTANCE OF 168.28 FEET TO A SET BRASS PLUG;
THENCE NORTH 00'27'27" EAST A DISTANCE OF 18.36 FEET TO A SET BRASS PLUG;
THENCE NORTH 44°16'59" WEST A DISTANCE OF 37.67 FEET TO A SET 5/8-INCH STEEL PIN ON
THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID WEST OVERLAND ROAD;
THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 89°19'41" EAST A DISTANCE
OF 57.51 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 00'40'19" WEST A DISTANCE
OF 3.00 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 89°19'41" EAST A DISTANCE OF
629.98 FEET TO THE POINT OF BEGINNING.
THE TOTAL AREA OF ABOVE -DESCRIBED TRACT OF LAND IS 33.62 ACRES, MORE OF LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE
EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID
EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS
SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED
PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE
ON THIS PLAT. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE DEDICATED TO THE PUBLIC, ALL LOTS
SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE
CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS.
JAMES L. JEWETT, MAN ,\ R, NDER 109, LLC
f /
PATRICIA YOUNGER, DIRECTOR, MERtQIAN LIBRARY DISTRICT
DR. LINDA L. CLARK, SUPERINTEN
COREY BARTON, COREY D.
JOINT SCHOOL DISTRICT No. 2
INC.
Acknowledgment
STATE OF IDAHO)
COUNTY OF ADA) ss
ON THIS
�6411-\ DAY OF 9r-x el
IN THE YEAR 2011, BEFORE ME, THE
UNDERSIGNED, A NOTARY
PUBLIC IN AND FOR SAID
STATE OF IDAHO, PERSONALLY APPEARED
JAMES L.
JEWETT, KNOWN
OR IDENTIFIED TO ME TO
BE THE MANAGER OF THE LIMITED LIABILITY
COMPANY
THAT EXECUTED
THE WITHIN INSTRUMENT
ON BEHALF OF SAID LIMITED LIABILITY
COMPANY,
AND ACKNOWLEDGED TO ME THAT SAID
LIMITED LIABILITY COMPANY EXECUTED THE
SAME.
® s
_,
NOTARY PUBLIC FOR THE
STATE OF IDAHO
RESIDING AT t,�4n4,0,n_ , IDAHO
MY COMMISSION EXPIRES 0-05��
Acknowledgment�
STATE OF IDAHO)
COUNTY OF ADA) ss
ON THIS ` DAY OF cIN THE YEAR 2011, BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR
SAID STATE OF IDAHO, PERSONALLY APPEARED
COREY D. BARTON, KNOWN OR IDENTIFIED TO
ME TO BE THE PRESIDENT OF THE INCORPORATION
THAT EXECUTED THE WITHIN INSTRUMENT ON
BEHALF OF SAID INCORPORATION, AND
ACKNOWLEDGED TO ME THAT SAID INCORPORATION EXECUTED THE SAME.
}
NOTARY PUBLIC FOR THE STATE OF IDAHO
„ -
RESIDING AT r,&,o A IDAHO
MY COMMISSION EXPIRES
Acknowledgment
STATE OF IDAHO)
COUNTY OF ADA) ss
ON THIS AQihDAY OF IN THE YEAR 2011, BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR
SAID STATE OF IDAHO, PERSONALLY APPEARED
PATRICIA YOUNGER, KNOWN OR IDENTIFIED TO
ME TO BE THE DIRECTOR OF MERIDIAN LIBRARY
DISTRICT AND ACKNOWLEDGED TO ME THAT SAID MERIDIAN LIBRARY DISTRICT EXECUTED THE
SAME,
f = ®
r�t����it§i�rlrPrrrrrdr
1
OTARY UBLIC FOR THE STATE OF IDAHO
` WTARY 7
RESIDING AT 'IDAHO
x�
MY COMMISSI E IRES / /
Acknowledgment
s''®�®®®,,�
`®®rrrrtrR a �r i �tt�i��e
STATE OF IDAHO)
COUNTY OF ADA) ss
ON THIS d.®_�k DAY OFLuadbeX IN THE YEAR 2011, BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE OF IDAHO, PERSONALLY APPEARED DR,
LINDA L. CLARK, KNOWN OR IDENTIFIED TO ME TO BE THE SUPERINTENDENT OF JOINT SCHOOL
DISTRICT No. 2 AND ACKNOWLEDGED TO ME THAT SAID JOINT SCHOOL DISTRICT No. 2 EXECUTED
THE SAME.
1 Ilk
lot
NOTARY PUBLIC FOR THE STATE OF IDAHO
RESIDING AT IDAHO
MY COMMISSION EXPIRES 3417-15
Certificate of Surveyor
I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED
PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT
THIS PLAT OF SOUTHRIDGE SUBDIVISION PHASE 1 AS DESCRIBED IN THE
CERTIFICATE OF OWNERS WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE .
GROUND UNDER MY SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS
THE POINTS THEREON AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS. THE LAND GROUP
o.�kp,1, LAIV4D INC.
'Amti 01STEy
-Landscape architecture
O -Ci2:i Ergin,eeriny
AARON L. BALLARD a 12459 -Site ,'Gann -mg
-Golf Course Irngation
I't 6 1 sp �p el Engineervng
9� qTf OF ��P �� 'GraLhec Communication
DATE L. BIN 'Land Surzemng
- Ir - -- -
Developer/Owner
462 East Shore Drive,
Linder 109, LLC
Suite 100
Ea, Idaho 83616
Phone (208) 939-4041
Fax (208) 939- 445
g 5- 6 6 5 5
www.thelandgroupinc.com
S3646
PIN 08099 SHEET 7 OF 81
Final Plat
for
Southridge Subdivision Phase 1
Situated in a portion of the NE 1/4 of Section 23,
Township 3 North, Range 1 West, B.M.
City of Meridian, Ada County, Idaho
2011
Approval of Central District Health Department
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED
BASED ON THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 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 OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING
CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER
FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING
THOSE FACILITIES. IF THE DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS
OF DEQ, 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.
DISTRICT HEALTH DEPARTMENT, EHS
Approval of Ada County Highway District
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY T BOARD OF ADA COUNTY HIGHWAY
DISTRICT COMMISSIONERS ON THE (� DAY OF FtAtVAr 2011.
ADA O TY HIGHWAY DI TRICT
AI AN
Approval of Meridian City Engineer
THIS PLAT IS ACCEPTED AND APPROVED THIS J&. DAY OF �!
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO,
CITY ENGINEE
Certificate of Ada County Surveyor
A.D. 2011, BY 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,
Approval of Meridian City
I, JAliree— k, 4otw1aV\ , 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 1y4k DAY OF 00-61Q k 2011', THIS PLAT WAS DULY ACCEPTED AND
APPROVED,
G®44 NTEDAU�Gs a
,tia '90
City of
IDIAN MERIDIA CITY CLERK
IDAHO
�E SEAL
J rb a TAE �Suy,F.
Certificate of the County Treasurer
THIS IS TO CERTIFY THAT THE UNDERSIGNED, PER THE REQUIREMENTS OF IDAHO CODE 50-1308,
DOES HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY
TAXES FOR THE PROPERTY INCLUDED IN THIS PLAT HAVE BEEN PAID IN FULL. THIS
CERTIFICATION IS VALID FOR TF,�:IRTY (30) DAYS ONLY,
Certificate of
STATE OF IDAHO)
DE T
FEE. •
-/A7
AD COUNTY THE SURER
a County Recorder
cw�A� v - R"
EX—OFFICIO RECORDER
9-121-11
Developer/Owner
Linder 109, LLC
2 8 955-n655
fll�riui�r. I�rh� �3646
\%WE
��,►'
i
THE LAND
GROUP
INC.
�La��dscane Archziecture
Civil rngineer2ny
'Sine Planning
'Golf Course Irrtiaation
& Enganeering
'Craphec Commumcainon
'Land. Survey^,ng
462 East Shore Drive,
Suite 100
Eagle, Idaho 83616
Phone (208) 939-4041
Fax (208) 9394445
www.thelandgroupinc.com
SHEET 8 OF 8