HomeMy WebLinkAboutFinal Plat V229' El(IDIANg-
APPROVED
ChM.OMM2
EBB NUMBER: -
Final Plat for
Southridge South Subdivision Phase 1
Located in the Northwest 1/4 of Section 23,
Township 3 North, Range 1 West, Boise Meridian,
FOUND ALUMINUM CAP
CP&FNo.111026808 City of Meridian, Ada County, Idaho
FOUND ALUMINUM CAP
-BASIS OF BEARING- 2�22
4S.22S.23
4 S89°14'56"E 2652.36' _ _ - W. Overland Road S 14 CP&F No. 110088910
--- --- --- --- -- --- ---
fir CENTERLINE RIDENBAUGH CANAL N1/4 S.23
'al
R
cI
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
320.04'
375.00'
48°53'57"
S85°56'02"E
310.42'
C2
14.24'
320.00'
21256"
S62°45'31"E
14.23'
C3
25.63'
20.00'
73°25'14"
S27°19'23"E
23.91'
C4
56.75'
1,745.00'
1°51'48"
S1011910811W
56.74'
C5
390.80,
1,635.00'
13°41'42"
S18°05'53"W
389.87'
C6
179.16'
1,595.00'
6°26'08"
S28°09'48"W
179.06'
C7
46.76'
1,595.00'
1°40'47"
S35°27'08"W
46.76'
C8
6.08'
1,485.00'
0°14'05"
S36°24'34"W
6.08'
C9
463.75'
1,325.00'
20'0313"
S46°33'13"W
461.39'
C10
23.64'
20.00'
67°43'56"
N83"50'38"W
22.29'
C11
35.96'
20.00'
103°00'51"
N12°26'06"E
31.31'
C12
98.14'
982.41'
5°43'25"
N36°12'37"W
98.10,
C13
298.31,
1,050.50'
16116'14"
N55°38'01"E
297.31'
C14
288.12,
1,047.00'
15°46'02"
N38°26'04"E
287.21'
C15
393.81T
1 1,044.50'
1 21°36'21"
N20°56'21"E
391.55'
Line Table
LINE
BEARING
LENGTH
L1
S75°06'37"E
6.36'
L2
N14°5T23"E
79.42'
L3
N69°37'00"E
34.90'
L4
S64°01'59"E
47.54'
L5
S25°58'01"W
49.98'
L6
S64°01'59"E
96.78'
L7
N27°49'21"W
18.88'
L8
S28°30'57"W
60.00'
L9
S20°23'09"E
60.00'
CANAL EASEMENT INST. No. 800640 "\ UNPLATTED
• _ C1 m N00°48'16"E
ss�o L3 90.36' WC Ssra
L1 RM � � � rs 29�3F �SC2 I
Cq
I RM
WC 20 21 22 e`OC� r
POINT OF BEGINNING
O O
N'l 19 // \ \� \ 24 /ti �� I Notes:
Legend:
FOUND ALUMINUM CAP MONUMENT, AS SHOWN
0•
FOUND 5/8" REBAR PLS 7880 OR AS SHOWN
O
SET 5/8"x24" REBAR WITH PLASTIC CAP, PLS 7880
o
SET 1/2"x24" REBAR WITH PLASTIC CAP, PLS 7880
WC / RM
WITNESS CORNER / REFERENCE MONUMENT
CALCULATED POINT, (NOT SET)
- - -
SECTION LINE
SUBDIVISION BOUNDARY LINE
- -
RIGHT-OF-WAY LINE
0
LOT LINE
rG
L
-
ROAD CENTERLINE
- - - -
ADJACENT LOT LINE
- - - - - - -
- - EASEMENT LINE
-
- TIE LINE
0
100, 200'
OLOT
NUMBER
Scale: 1" = 100'
ku
I o O 1
i
14 P5
O
I
SPROPERTY
1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC
SAID
�
\\\F
N�TF3 I
/
DRAINAGE A DIRR GATION EASEMENTS ARE EHE SERV D FOR E SOUTHRIDGE RESIDENTIAL HOMEOW RS
g
NOTE 12
\
9sV \�
26ASSOCIATION.
/
n13 st
700.97, /
� \ / � ,�O' �
2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND
'
15 /
PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION
•
17
12
^
EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS ASSOCIATION.
/
\
' L5 I
3. REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT
/ NOTE 12
16 r
7 o I
6 z
PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED
NOTE 12
OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE RESIDENTIAL
15
HOMEOWNERS ASSOCIATION.
10
/
I '
0
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION
REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY APPROVED AND/OR
15 /
. l / //
O
18 /� 14
l
0 Cj
IV78°44'58"W °
REQUIRED.
5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF
/ W/ 19 / 13 110,00, I RESUBDIVISION.
14 / /
/ 6. LOT 1, BLOCK 1; LOTS 1 & 13, BLOCK 2; LOTS 1 & 13, BLOCK 3; LOTS 1 & 15, BLOCK 4; AND LOT 1, BLOCK 5 ARE
/ 12 DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE RESIDENTIAL
20 I HOMEOWNERS ASSOCIATION.
a�O� 21 // 13 / / / / O / / / 11 7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN
/ �► 1 UNPLATTED UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS
/ 10 /� FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.
U 8. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE
VO Og / I WHICH WILL BE OWNED AND OPERATED BY THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS ASSOCIATION. ALL
• O 11 / P3 'W/ / PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED
8 b / I BY THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS ASSOCIATION.
y /�l
24 / �\ G� I 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO
/ NOTE 12 AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,
O
10 / O3 O Q1 PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL
�0 / 25 y� / / ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR
6EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS
Al SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF
26 // / O I ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
27 4 I 10. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT
O \ CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SOUTHRIDGE
/ / \�: SUBDIVISION FILED AS INSTRUMENT No. RECORDS OF ADA COUNTY, IDAHO.
NOTE 122 O / / 11 12 \ 13 oo�A'a fa // O / /dO 11 . THIS SUBDIVISION
IS SUBJECT
ENT T TO A LICENSE AGREEMENT WITH THE ADA COUNTY
OF ADA COUNTY, IDAHO.
YDISTRICT (ACHD) AS
ORECORDED N
\ O� O 12. THIS SUBDIVISION IS SUBJECT TO AN ACHD PERMANENT EASEMENT AS RECORDED IN INSTRUMENT No. 2021-
// / 5 / / 10 � NOTE 12 1 , RECORDS OF ADA COUNTY, IDAHO.
13. DIRECT VEHICULAR ACCESS FROM ANY LOT TO W. OVERLAND ROAD IS PROHIBITED.
h 6��4'4� 1 �Qia06 I 14. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST KNOWN
3 OS I 1� <L O' I NORMAL GROUND WATER ELEVATION.
O
(07
L7 \` ��° �� / cs ° �� Survey Narrative:
/ N53°42'28"W 110.00' O
O � THIS PLAT WAS PREPARED TO SUBDIVIDE THE SUBJECT PROPERTY. THE
O CORNER FOUND MONUMENTS WERE HELD FOR THOSE BOUNDARY LINES.
4 NOTE 12 G°' y THE NORTHWEST CORNER OF SECTION 23 AND THE NORTH 1/4 CORNER OF I
C11 \ ° A.
/' 33 SECTION 23 WERE USED AS THE BASIS OF BEARINGS.
° � ODa 2 / / UNPLATTED References:
O, 1 R1 RECORD OF SURVEY No.10035, RECORDS OF ADA COUNTY, IDAHO.
R2 RECORD OF SURVEY No.11271, RECORDS OF ADA COUNTY, IDAHO.
d25°51'16"W 50.00' 010 \ 2y o \ S40°01'20"W R3 DEED INST. No. 2020-017062, RECORDS OF ADA COUNTY, IDAHO. JC1/4
S
UNPLATTED /2j 8Qp 70.38 FOUND 5/8" REBAR, PLS 7880
/0' � - CP&F No. 2017-008747
12-6-2021
�� �Jf OF \_16.��'
R. wAST'%
iTHE
0i, LAN D
-GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208)939-4041
PN 121027 SHEET 1 OF 6
D%-
APPROVED
ChM, ONOW2
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5 NOr
Final Plat for
Southridge South Subdivision Phase 1
WI
�oN
� � ^ 0 60' 120'
col' "��------_
Scale: 1" = 60'
See Sheet 1 for Notes & Legend and
Sheet 4 for Line & Curve Tables
POINT OF BEGINNING L1
W. Overland Rd. L2
__ 10°08'10"E 2311� i WC �� \
• 5.5' NOTE 12 N _ _ 5.93' \
' C25 C24 \\ - ---- C15 _ - - 10°OS'10"E 10 / / C182
'3 O C23 ------ �734' C784 \ g0 \
ti o 3 C22 — —C16- C17 26.58' z O
BLOCK C21 C20 C19 — C� � o � \ cP 0.0
' = N � of m w 19 3 �Bd \ 0 pVGN
O y j 17
CS =w 12 m ce
13
o w a v+ - 0 21.77' \ \
3
� z z � � C167 30.06'- - C766-
C172 8' NOTE 12 - -66.09'- C76S �O \
1 h \ -056- - �-C16-60.52'�
N � Q, -C171- - C170- - - -C169- - � N11°25'29"E 178 44_
' C61_ -_ T - ro \ 21
C137 UNPLATTED
�� - C173 - - _
' a o / / �g6 - - .84.94' -
0 0 o G -C60 _ S. Border WayN18°46'52"E )
h / - 9. _ _ _ - 54.55' -
_ _ _ 38.95'-
M o iu 25 25' Cn CS -058_ _C775_ _ C180 - 101.07' I
y 12 o _C176- _C177- C178 - C179- C181 25, 25, C163 I
m , / w C174 w 14
°' w 8 NOTE12 °° 13 I I
C85 y o/ 11 / Q 1 M 2 0 o n o o lwu vo 'o w 12 o w I� 22 ro I R I
N� o ov O° 3 0 0 0 o c� o w o cn 11 o j q � m I I I C
O O 5 0 o O m g O o o O o o O o 0 10 w o- �" voi
C8 N !Q o h w O° 6 0 0 7 o m $ o y 9 o N o rn m
1 6 0 y co rn o 0 0 1 `" S11°25'29"W °° I
n "- m 11°25'29"W cu i/ y N28o3'19"E ? I
oo o C 6 - C138 C147 S 64.80 Q I 00' L8 I
/ 13 O C15 - C139 BLOCK 3 95' 54.55' _ g9.18' O �_I RM = I
o h 8 C740 38. o I y K T +� I
o �0 3 _/ C757- - C141 - C142 - C143 - C144 - C145 - C146 - 36.69' - 5243 ' �L O
0 14 n LI / o '-C156- O° I moo^ n 23 a
% O� / / 3 , / o �C155- --C154- '-C153= '�C152� '-C151� - C150 - C149 ' C148
/ 8' NOTE 12' 3 m w 15 II I m o I
z / 25' / M 27 o M o Z - 'o 0 16 " �' II W N / N28°30'57" '
C134 / 25' / v o 26 o h 3 z z o rn O w w I 3 ' E I
rn v o o° - 3 co 5S - 17 a <o {y _ 110. 60,
25 N O m O tV � 1 W O fD (S(IP OO' T I
91 0 24 w o O X o O v -F.
O cn 20 a 19 o f 18 0 0 �_ .c II o ' I M 80' I
O 23 - O 22 - 21 O W C W O IV e Z O
C135 z z m co r c o o V o m o °° C160
C88
- N z z -'- 45 09
2115 C114-2573' I z tII 8' NOTE2412 oo N co 'C725= C1238' NOTE 12 C
C133 124C122- -C121-C120- -C119- C118---C117- C116 N28°30'57"E
9036 •I
I
WC
_C127 102.39' 110.00, I N LDS 1�
8' NOTE 12 - 0113 - � - �^
3 C131_ S. SUlrlrrlerSoo' NOTE 1206
— a2 - _
I r / C132 -C730_ _C129- Ave.AVe_ _ C103- - �38. C159 I 25 z
o/ o - C128- _ _ C104 I 1 u
2 C112 -C711- _C710- C109. -C108--C107--C106- -C105� N 25 25' I N t10
`- I 28°30'S7"E N
O o o �u cn
`-" I 3 16.97' 110.00' CIO
5 0 o v o0 e 1 .° o p o w 14 o 13.96'
500' 25.00' l 19.97' <n O O o O o o O- o O o om_ 10 0 1 11 0' 12 o N 13 o O m o m 26 " •
VJ (O O m p N O O? - N m D) O N
948"�/ 8.Q9 C90 m `n "' "' r^ "' 15 I z I 5' NOTE 1 0 • U
4 - 91 25.00, 24.98' - JL - v i
-j c92 C93 BLOCK 4 C102 L5 ----y
C6 - C94 C95 C96 C97 C98 C99 C100 C101� I S25°57'46"W
C5 — 6� j 110.02' j S25°58'01 "W 140.00, j% T H E
ce
I ��----' ' LAND
UNPLATTED �� I I s� GROUP
' I
o I I
462 East Shore Drive, Suite 100
I Eagle, ID 83616
C4 I I PH:(208) 939-4041
I I
I FIN 121027 SHEET 2 OF 6
APPROVED
0102122
Final Plat for
Southridge South Subdivision Phase 1
L7 > °
/ c�a
UNPLATTED
p
< 69' a�Qi
N25°51'16"W 50.00' \
O
O h
r2 9 \\ \ \
M w 2
L10
C10 / ° Qp \ ��y��� C33 \ \ \ 5.5' NOTE 12
O b
/T 25, tih \ 4 \ \ \
25,Cr
/o/ / \\ tih \ 9�\ 8'NOTE 12a°P`' ' z
/y /
° 250p ,069
S410 `O,tv ° 20.38' ��o 3 �ti \ \ C68 S \ \ \Cqy, \ _ O8 N
O a' 5 O \ C6� �a C50 \ _
',�0 4, \ 8' NOTE 12
c' O oM C66 Cyr —
oOM
\ �P� O � O
C64 -�' 8 ' O o0 00 C68 \
N.
\g <'b' o O h� 00 \ \ C62 \ N
UNPLATTED c8oC�2 ��� �9 �� 7
o '
11 � oo�
0
�2
`84 'N
S /VOTE r 'Z
y
i
0 60' 120'
Scale: 1" = 60'
See Sheet 1 for Notes & Legend and
Sheet 4 for Line & Curve Tables
7880
12-6-2021
III @`
LAN D
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
IPIN 121027 SHEET 3 OF 6 1
29' El(IDIANg-
APPROVED
ChM.OMM2
EBB NUMBER: -
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
Cl
320.04'
375.00'
48°53'57'
S85°56'02"E
310.42'
C2
14.24'
320.00'
2°32'56'
S62°45'31'E
14.23'
C3
25.63'
20.00'
73°25'14"
S27019'23'E
23.91'
C4
56.75'
1,745.00'
1°51'48"
S10°19'08"W
56.74'
C5
390.80'
1,635.00'
13°41'42'
S18°05'53"W
389.87'
C6
179.16'
1,595.00'
6°26'08'
S28009'48"W
179.06'
C7
46.76
1,595.00'
1°40'47"
S35027'08"W
46.76'
C8
6.08'
1,485.00'
0°14'05'
S36'24'34"W
6.08'
C9
463.75'
1,325.00'
20°03'13"
S46°33'13"W
461.39'
C10
23.64'
20.00'
67°43'56"
N8305018"W
22.29'
C11
35.96'
20.00'
103"0051"
N12°26'06'E
31.31'
C12
98.14'
982.41'
5°43'25'
N36°12'37'W
98.10,
C13
228.16'
1,050.50'
12026'40'
N53°43'14"E
227.71'
C14
288.12'
1,047.00'
15'46'02'
N38°26'04'E
287.21'
C15
393.88'
1,044.50'
2136'21"
N20°56'21"E
391.55'
C16
394.63'
1,068.00'
21010'15"
N20°43'18"E
392.39'
C17
38.99'
1,068.00'
200529'
N11'10'55"E
38.98'
C18
59.78'
1,068.00'
301225'
N13049'52"E
59.77
C19
59.74'
1,068.00'
3°12'18'
N17°02'14'E
59.73'
C20
59.71'
1,068.00'
3°12'11'
N20°14'28'E
59.70'
C21
59.66
1,068.00'
3°12'03'
N23°26'35"E
59.66'
C22
59.45'
1,068.00'
3°11'21"
N26°38'17"E
59.44'
C23
57.31'
1,068.00'
300428'
N29°46'12'E
57.30'
C24
52.74'
1,070.77'
204918'
N32037'35"E
52.73'
C25
52.98'
1.070.77'
2'50'06'
N35°27'18'E
52.98'
C26
53.27'
1,070.77'
2°51'01'
N38°17'51"E
53.26'
C27
53.58'
1,070.77'
2°52'01'
N41"09'22'E
53.58'
C28
53.93'
1,070.77'
2°53'09'
N44'01'57'E
53.92'
C29
15.83'
1,070.77'
0°5050'
N45°53'56"E
15.83'
C30
282.33'
1,070.77'
15006'25'
S38'46'08"W
281.51'
C31
200.27'
1,074.00'
10°41'03'
S52049'15'W
199.98,
C32
38.34'
1,074.00'
2°02'44"
N48°30'06'E
38.34'
C33
54.OT
1,074.00'
2°53'04"
N50°58'00'E
54.06'
C34
53.98'
1,074.00'
2°52'47"
N53'50'56'E
53.97'
C35
53.88'
1,074.00'
205228"
N56°43'33"E
53.87'
036
228.16'
1,050.50'
12026'40'
N5304314"E
227.71'
C37
32.15'
1,050.50'
1°45'12"
N60°49'10'E
32.15'
C38
38.00'
1,050.50'
2°04'22'
N62°43'57"E
38.00'
C39
44.03'
488.86'
5'09'37'
N31°00'51'W
44.01'
C40
42.49'
471.76'
5009'37'
N20°48'44'W
42.47'
C41
26.21'
474.64'
300951"
N3305744'W
26.21'
C42
77.34'
200.00'
22009'19"
S38°54'01'E
76.86'
C43
29.78'
20.00'
85°1630"
N78°11'54'W
27.10'
C44
21.11'
1,165.00'
1"02'18"
S58°3742"W
21.11'
C45
59.98'
1,165.00'
2°57'00'
S56°38'02"W
59.98'
C46
59.96'
1,165.00'
2'56'57'
S53°41'04"W
59.96'
C47
60.05'
1,165.00'
2057'13"
S50°43'59"W
60.05'
C48
60.16
1,165.00'
2057'31'
S47046'38"W
60.15,
C49
59.91,
1,165.00'
2°56'47'
S44049'29"W
59.90'
C50
59.56
1,165.00'
2°55'46'
S41°53'12"W
59.56'
Final Plat for
Southridge South Subdivision Phase 1
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C51
59.25'
1,165.00'
2°54'51'
S38°57'54"W
59.25'
C52
58.9T
1,165.00'
2°54'01'
S36003'28"W
58.97'
C53
58.73'
1,165.00'
2053'17'
S33°09'49"W
58.72'
C54
20.00'
1,165.00'
0°59'01'
N31°1NDT
20.00'
C55
66.09'
1,165.00'
3°15'01"
S29°06'39W
66.08'
C56
51.65'
1,165.00'
2°32'24"
526°12'56'W
51.64'
C57
167.22'
1,190.00'
8°03'04"
N28°58'16"E
167.08'
C58
40.96'
1,215.00'
1'55'54"
N25°54'41"E
40.96'
C59
43.49'
1,215.00'
2003'02'
N27°54'10"E
43.48'
060
42.00'
1,215.00'
1°58'50"
N29°55'06'E
42.00'
C61
42.00'
1,215.00'
1°58'50"
N36°04'31"E
42.00'
C62
42.00'
1,215.00'
1°58'50"
N38°03'21"E
42.00'
C63
42.00'
1,215.00'
1"58'50"
N40°02'11"E
42.00'
C64
42.00'
1,215.00'
1"58'50"
N42°01'01"E
42.00'
C65
42.00'
1,215.00'
1058'50"
N43059'52"E
42.00'
066
42.00'
1,215.00'
1°58'50"
N45°58'42"E
42.00'
C67
42.00'
1,215.00'
1°58'50"
N47°57'32"E
42.00'
C68
42.00'
1,215.00'
1"58'50"
N49°56'22"E
42.00'
C69
42.00'
1,215.00'
1"58'50"
N51°55'12"E
42.00'
C70
42.00'
1,215.00'
1°58'50"
N53054'02"E
42.00'
C71
62.62'
1,215.00'
2°57'11'
N56°22'03"E
62.62'
C72
578.35'
1,190.00'
27°50'47"
N46°55'12'E
572.68'
C73
46.72'
1,190.00'
2°14'57'
N61'58'04'E
46.71'
C74
37.64'
20.00'
107049'19"
NO3°55'59"E
32.32'
C75
39.07'
1,325.00'
1'41'22"
S55°44'08"W
39.07'
C76
45.80'
1,325.00'
1'58'50"
S53°54'02"W
45.80'
C77
45.80'
1,325.00'
1°58'50"
S51°55'12"W
45.80'
C78
45.80'
1,325.00'
1058'50"
S49056'22'W
45.80'
C79
45.80'
1,325.00'
1°58'50"
S47°57'32W
45.80'
C80
45.80'
1,325.00'
1°58'50"
S45'58'42"W
45.80'
C81
45.80'
1,325.00'
1"58'50"
S43°59'52"W
45.80'
C82
45.80'
1,325.00'
1'58'50"
S42°01101"W
45.80'
C83
45.80'
1,325.00'
1°58'50"
S40°02'11"W
45.80'
084
45.80'
1,325.00'
1°58'50"
S38003'21'W
45.80'
C85
12.46'
1,325.00'
0°32'20'
536°47'46W
12.46'
C86
36.6T
1,325.00'
1"35'09"
S35'44'02"W
36.67'
C87
42.77'
1,435.00'
1°42'27"
S35°40'23"W
42.77'
C88
89.95'
1,460.00'
3031'48'
N34°45'42"E
89.94'
089
41.00'
1,485.00'
1034'55"
N35030'04"E
41.00'
C90
46.23'
1,595.00'
1°39'38"
S30°33'03'W
46.22'
C91
44.58'
1,595.00'
1°36'04"
S28°55'12"W
44.57'
C92
43.50'
1,595.00'
1"33'46"
S27'20'17"W
43.50'
C93
44.85'
1,595.00'
1"36'40"
S25045'04"W
44.85'
C94
43.42'
1,635.00'
1°31'18"
S24011'05"W
43.42'
C95
43.42'
1,635.00'
1031'18"
S22°39'47'W
43.42'
C96
43.42'
1,635.00'
1°31'18"
S21°08'29"W
43.42'
C97
43.42'
1,635.00'
1°31'18"
S19°37'11"W
43.42'
C98
43.42'
1,635.00'
1"31'18"
S18'05'53"W
43.42'
C99
43.42'
1,635.00'
1"31'18"
S16034'35"W
43.42'
C100
1 43.42'
1 1,635.00'
1°31'18"
S15°03'17"W
43.42'
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C101
43.42'
1,635.00'
103118"
S13°31'59"W
43.42'
C102
43.42'
1,635.00'
1"31'18"
S12000'41"W
43.42'
C103
66.10'
1,525.00'
2°29'01'
N10°00'32"E
66.10'
C104
40.50'
1,525.00'
1°31'18"
N12°00'41"E
40.50'
C105
40.50'
1,525.00'
1°31'18"
N13°3159"E
40.50'
C106
40.50'
1,525.00'
1°31'18"
N15°03'17"E
40.50'
C107
40.50'
1,525.00'
1"31'18"
N16°34'35"E
40.50'
C108
40.50'
1,525.00'
1"31'18"
N18°05'53'E
40.50'
C109
40.50'
1,525.00'
1°31'18"
N19°37'11"E
40.50'
C710
40.50'
1,525.00'
1°31'18"
N21008'29'E
40.50'
C711
40.50'
1,525.00'
1°31'18"
N22°39'47"E
40.50'
C112
40.50'
1,525.00'
1"31'18"
N24'11'05'E
40.50'
C113
423.55'
1,500.00'
1610'43'
N16°51'23'E
422.15'
C114
28.78'
1,475.00'
1°07'04"
S09°19'34"W
28.78'
C115
54.83'
1,475.00'
2°07'47"
S10056'59"W
54.82'
C116
54.77'
1,475.00'
2°07'39"
S13004'42"W
54.77'
C117
54.77'
1,475.00'
2°07'39"
S15'12'21"W
54.77'
C118
47.22'
1,475.00'
1"50'03"
S17°11'12"W
47.21'
C119
47.22'
1,475.00'
1"50'03"
S19°01'15"W
47.21'
C120
47.22'
1,475.00'
1°50'03"
S20051'17"W
47.21'
C121
47.22'
1,475.00'
1050'03"
S22°41'20'W
47.21'
C122
34.49'
1,475.00'
1°20'23"
S24°7633'W
34.49'
C123
12.74'
1,435.00'
0°30'31'
S25'12'00"W
12.74'
C124
47.2T
1,435.00'
1'53'14"
S26°23'52"W
47.26'
C125
47.27'
1,435.00'
1'53'14"
S28°17'06'W
47.26'
C126
48.73'
1,435.00'
1°56'45"
S30012'05"W
48.73'
C127
205.16
1,460.00'
8003'04"
N28058'16"E
204.99'
C128
41.76
1,485.00'
1°36'40"
N25°45'04"E
41.76'
C129
40.50'
1,485.00'
1°33'46"
N27°20'17'E
40.50'
C130
41.50'
1,485.00'
1"36'04"
N28°55'12"E
41.50'
C131
40.50'
1,485.00'
1"33'46"
N30°30'07'E
40.50'
C132
30.82'
20.00'
88'17'12"
N12051'36"W
27.86'
C133
30.82'
20.00'
88"17'12"
N78'51'13'E
27.86'
C134
32.05'
20.00'
91048'56"
S11°05'44"E
28.73'
C135
32.05'
20.00'
91049'21"
S77°05'08"W
28.73'
C136
30.69'
20.00'
87°5443"
N13002'50"W
27.76'
C137
30.69'
20.00'
875442"
N79°02'27"E
27.76'
C138
42.16
1,325.00'
1'49'26"
S30"08'26"W
42.18'
C139
36.69'
1,325.00'
1"35'12"
S28°08'05"W
36.69'
C140
32.91'
1,325.00'
1°25'23"
S26°09'57"W
32.91'
C141
29.17'
1,365.00'
1°13'28"
S24013'05"W
29.17'
C142
25.50'
1,365.00'
1004'14"
N22°18'25"E
25.50'
C143
25.53'
1,365.00'
1004'18"
N19°24'07'E
25.53'
C144
29.20'
1,365.00'
1"13'32"
S17029'27"W
29.20'
C145
42.34'
1,365.00'
1°46'38"
N15°22'52"E
42.34'
C146
48.49'
1,365.00'
2002'07"
S13°07'28"W
48.49'
C147
2.19'
1,365.00'
0°05'32"
S12°03'39"W
2.19'
C148
14.05'
1,365.00'
003523"
S11°43'11"W
14.05'
C149
48.49'
1,365.00'
2002'07"
S13°07'28"W
48.49'
C150
1 42.34'
1,365.00'
1046"
S15022'52"W
42.34'
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C151
29.20'
1,365.00'
101 T32"
S17°29'27"W
29.20'
C152
25.53'
1,365.00'
1°04'18"
N19'24'07'E
25.53'
C153
21.86'
1,365.00'
0°55'03"
N21°18'47E
21.86'
C154
25.50'
1,365.00'
1004'14"
N22°18'25'E
25.50'
C155
29.17'
1,365.00'
1°13'28"
S2413'05"W
29.17'
C156
32.91'
1,325.00'
1°25'23"
526°09'5T'W
32.91'
C157
36.69'
1,325.00'
1"35'12"
S28°08'05"W
36.69'
C158
42.18'
1,325.00'
1°49'26"
S3000826"W
42.18'
C159
38.31'
20.00'
109°44'55"
N63038'29"E
32.72'
C160
24.52'
20.00'
70'15'05"
S26°21'31'E
23.01'
C161
56.07'
30.00'
107°05'27"
N64°58'13'E
48.26'
C162
102.80'
55.00'
107°05'27"
S64°58'13"W
88.48'
C163
13.59'
80.00'
9°44'05"
N66°21'06"W
13.58'
C164
52.23'
80.00'
37°2417"
N89°55'1 TV
51.30'
C165
50.84'
80.00'
36°24'53"
S53°70'08"W
49.99'
C166
32.86'
80.00'
23°32'12"
S23°11'35"W
32.63'
C167
5.57'
1,205.00'
0*15-53-
S11°33'26W
5.57'
C168
66.09'
1,205.00'
3°08'33'
S13°75'36W
66.08'
C169
66.09'
1,205.00'
3°08'33'
S16°24'11"W
66.08'
C170
66.09'
1,205.00'
3°08'33'
S19°32'43"W
66.08'
C171
66.09'
1,205.00'
3008'33'
S22°41'16"W
66.08'
C172
14.44'
1,205.00'
0°41'12'
S24036'06'W
14.44'
C173
290.26
1,230.00'
13°31'15'
N18°11'07'E
289.59'
C174
2.53'
1,255.00'
0°06'55'
N24°53'17'E
2.53'
C175
43.55'
1,255.00'
1'59'17"
N23°50'11'E
43.54'
C176
43.55'
1,255.00'
1'59'17"
N21'50'54'E
43.54'
C177
43.55'
1,255.00'
1°59'17"
N19°51'37E
43.54'
C178
43.55'
1,255.00'
1°59'17"
N17°52'20'E
43.54'
C179
52.26'
1,255.00'
2023'08"
N15°41'07'E
52.25'
C180
52.26'
1,255.00'
2°23'08"
N13°17'59'E
52.25'
C181
14.94'
1,255.00'
0°40'55"
N71'45'57'E
14.94'
C182
94.13'
196.80'
27°24'19"
N26'08'57"E
93.24'
C183
118.06'
196.80'
34°22'38"
N57°02'26'E
116.32'
C184
262.18'
196.80'
76*19145"
S50°36'40"W
243.21'
C185
153.13'
315.00'
27051'10"
N75°24'39"W
151.63'
C186
49.96
196.80'
14032'48'
N81°30'09'E
49.83'
C187
t67.60'
315.00'
12017'47"
S8301121'E
67.47'
C788
85.53'
315.00'
1 15°33'24"
S69°15'45"E
85.26'
Line Table
LINE
BEARING
LENGTH
L7
S75°06'37'E
6.36'
L2
N14°53'23"E
79.42'
L3
N69°37100"E
34.90'
L4
S64°01'59'E
47.54'
L5
S25°58'01"W
49.98'
L6
S64°01'59'E
96.78'
L7
N27°49'21'W
18.88'
L8
S28°30'57"W
60.00'
L9
S20°23'00"E
60.00'
L10
N49058'40"W
12.74'
` Eagle, ID 83616
PH:(208)939-4041
THE
LAN D
GROUP
462 East Shore Drive, Suite 100
PN 121027 SHEET 4 OF 6
29' El(IDIANg-
APPROVED
ChM.OMM2
EBB NUMBER: -
Final Plat for
Southridge South Subdivision Phase 1
Certificate of Owners
KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED:
A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN,
ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SECTION 23 OF SAID TOWNSHIP 3 NORTH, RANGE 1 WEST, (FROM WHICH POINT THE NORTH ONE QUARTER
CORNER OF SAID SECTION 23 BEARS SOUTH 89"14'56" EAST, 2652.36 FEET DISTANT);
THENCE FROM SAID NORTHWEST CORNER OF SECTION 23, SOUTH 60' 02' 48" EAST, A DISTANCE OF 1751.02 FEET TO A POINT ON THE EAST RIGHT OF WAY
LINE OF WEST OVERLAND ROAD AND THE SOUTH LINE OF THE RIDENBAUGH CANAL EASEMENT, SAID POINT BEING THE POINT OF BEGINNING;
THENCE SOUTH 75' 06' 37" EAST, A DISTANCE OF 6.36 FEET ON THE EAST RIGHT OF WAY LINE OF WEST OVERLAND ROAD;
THENCE NORTH 14" 53' 23" EAST, A DISTANCE OF 79.42 FEET ON THE EAST RIGHT OF WAY LINE OF WEST OVERLAND ROAD TO A POINT ON THE CENTERLINE
OF THE RIDENBAUGH CANAL;
THENCE NORTH 69" 37' 00" EAST, A DISTANCE OF 34.90 FEET TO A POINT OF CURVE ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE 320.04 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 375.00 FEET, A CENTRAL ANGLE OF 48' 53, 57", A CHORD
BEARING OF SOUTH 85' 56' 02" EAST, AND A CHORD LENGTH OF 310.42 FEET ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 61" 29' 03" EAST, A DISTANCE OF 150.70 FEET ON THE CENTERLINE OF THE SAID CANAL;
THENCE NORTH 00" 48' 16" EAST, A DISTANCE OF 90.36 FEET;
THENCE SOUTH 61° 29' 03" EAST, A DISTANCE OF 118.75 FEET TO A POINT OF CURVE;
THENCE 14.24 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 320.00 FEET, A CENTRAL ANGLE OF 02" 32' 56", A CHORD BEARING
OF SOUTH 62" 45' 31" EAST, AND A CHORD LENGTH OF 14.23 FEET;
THENCE SOUTH 64" 01' 59" EAST, A DISTANCE OF 47.54 FEET;
THENCE SOUTH 25° 58' 01" WEST, A DISTANCE OF 140.00 FEET;
THENCE SOUTH 25° 57' 46" WEST, A DISTANCE OF 110.02 FEET;
THENCE SOUTH 25' 58' 01" WEST, A DISTANCE OF 49.98 FEET;
THENCE SOUTH 64" 01' 59" EAST, A DISTANCE OF 96.78 FEET TO A POINT OF CURVE;
THENCE 25.63 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 73" 25' 14", A CHORD BEARING
OF SOUTH 27' 19' 23" EAST, AND A CHORD LENGTH OF 23.91 FEET TO A POINT OF COMPOUND CURVE;
THENCE 56.75 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1745.00 FEET, A CENTRAL ANGLE OF 01° 51' 48", A CHORD
BEARING OF SOUTH 10° 19' 08" WEST, AND A CHORD LENGTH OF 56.74 FEET;
THENCE NORTH 78" 44' 58" WEST, A DISTANCE OF 110.00 FEET TO A POINT OF CURVE;
THENCE 390.80 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1635.00 FEET, A CENTRAL ANGLE OF 13" 41' 42", A CHORD
BEARING OF SOUTH 18" 05' 53" WEST, AND A CHORD LENGTH OF 389.87 FEET TO A POINT OF COMPOUND CURVE;
THENCE 179.16 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1595.00 FEET, A CENTRAL ANGLE OF 06° 26' 08", A CHORD
BEARING OF SOUTH 28° 09' 48" WEST, AND A CHORD LENGTH OF 179.06 FEET;
THENCE SOUTH 32' 59' 48" WEST, A DISTANCE OF 89.94 FEET TO A POINT OF CURVE;
THENCE 46.76 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1595.00 FEET, A CENTRAL ANGLE OF 01' 40, 47", A CHORD
BEARING OF SOUTH 35" 27' 08" WEST, AND A CHORD LENGTH OF 46.76 FEET;
THENCE NORTH 53° 42' 28" WEST, A DISTANCE OF 110.00 FEET TO A POINT OF CURVE;
THENCE 6.08 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1485.00 FEET, A CENTRAL ANGLE OF 00° 14' 05", A CHORD
BEARING OF SOUTH 36" 24' 34" WEST, AND A CHORD LENGTH OF 6.08 FEET;
THENCE NORTH 53" 28' 24" WEST, A DISTANCE OF 160.00 FEET TO A POINT OF CURVE;
THENCE 463.75 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1325.00 FEET, A CENTRAL ANGLE OF 20" 03' 13", A CHORD
BEARING OF SOUTH 46° 33' 13" WEST, AND A CHORD LENGTH OF 461.39 FEET;
THENCE SOUTH 40° 01' 20" WEST, A DISTANCE OF 70.38 FEET;
THENCE NORTH 49" 58' 40" WEST, A DISTANCE OF 127.16 FEET TO A POINT OF CURVE;
THENCE 23.64 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 67' 43' 56", A CHORD BEARING
OF NORTH 83" 50' 38" WEST, AND A CHORD LENGTH OF 22.29 FEET;
THENCE NORTH 61' 16' 40" WEST, A DISTANCE OF 60.59 FEET TO A POINT OF CURVE;
THENCE 35.96 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 103° 00' 51 ", A CHORD BEARING
OF NORTH 12" 26' 06" EAST, AND A CHORD LENGTH OF 31.31 FEET TO A POINT OF COMPOUND CURVE;
THENCE 98.14 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 982.41 FEET, A CENTRAL ANGLE OF 05° 43' 25", A CHORD
BEARING OF NORTH 360 12'37" WEST, AND A CHORD LENGTH OF 98.10 FEET;
THENCE NORTH 27" 49' 21" WEST, A DISTANCE OF 18.88 FEET TO A POINT ON A CURVE ON THE EASTERLY RIGHT OF WAY LINE OF WEST OVERLAND ROAD;
THENCE ON THE EASTERLY RIGHT OF WAY LINE OF WEST OVERLAND ROAD FOR THE FOLLOWING BEARINGS AND DISTANCES:
THENCE 298.31 ON THE ARC OF A CURVE TO THE LEFT. SAID CURVE HAVING A RADIUS OF 1050.50 FEET. A CENTRAL ANGLE OF 16" 16' 14". A CHORD
BEARING OF NORTH 55° 38' 01" EAST, AND A CHORD LENGTH OF 297.31 FEET TO A POINT OF COMPOUND CURVE;
THENCE 288.12 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1047.00 FEET, A CENTRAL ANGLE OF 15' 46' 02", A CHORD
BEARING OF NORTH 38" 26' 04" EAST, AND A CHORD LENGTH OF 287.21 FEET TO A POINT OF COMPOUND CURVE;
THENCE 393.88 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1044.50 FEET, A CENTRAL ANGLE OF 21' 36' 21", A CHORD
BEARING OF NORTH 20" 56' 21" EAST, AND A CHORD LENGTH OF 391.55 FEET;
THENCE NORTH 10" 08' 10" EAST, A DISTANCE OF 231.17 FEET TO THE POINT OF BEGINNING.
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.
CHALLENGER DEVELOPMENT, INC., AN IDAHO CORPORATION
BY:
COREY D. BARTON, PRESIDENT
Acknowledgment
STATE OF IDAHO )
) SS
COUNTYOFADA )
ON THIS DAY OF , 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, 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
MY COMMISSION EXPIRES
Certificate of Surveyor
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 PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
THE
LAN D
-GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
IPN 121027 SHEET 5 OF 6 1
DWITEDIA y-
APPROVED
ChM, ONOW2
FU:
Final Plat for
Southridge South Subdivision Phase 1
Approval of Central District Health
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
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
Approval of City Engineer
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
CITY ENGINEER
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 . THIS PLAT WAS DULY
ACCEPTED AND APPROVED.
CITY CLERK, MERIDIAN, IDAHO
Certificate of County Surveyor
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
PLS
DATE
Certificate of the County Treasurer
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 Recorder's Certificate
COUNTY TREASURER
STATE OF IDAHO)
) SS
COUNTY OF ADA)
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP. INC.
AT MINUTES PAST O'CLOCK .M., ON THIS DAY OF IN
BOOK OF PLATS AT PAGES THROUGH , INSTRUMENT NO.
DEPUTY
FEE:
EX-OFFICIO RECORDER
THE
LAN D
GROUP
e, Suite 100
PH: (208) 939, 4041
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