CC - No 9 Final PlatN20'29'59"E
89.73'
0 50 100 200 300
Scale: 1"=100'
m
O
BLOCK 28
H
..
O I
0 N89'21'06"W
171.00'
W. Vanderbilt Dr.
11 12 \
BLOCK 28
BLOCK 27
O
N00038'54"E
89.28'
PLAT OF
Bainbridge Subdivision No. 9
A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 27,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2018
,3 St'�da�as
Or
o L1 S68'01'23"E
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171.00'
W. Vanderbilt Dr.
11 12 \
BLOCK 28
BLOCK 27
O
N00038'54"E
89.28'
PLAT OF
Bainbridge Subdivision No. 9
A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 27,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2018
,3 St'�da�as
Or
o L1 S68'01'23"E
0 90.00'
14 C51-1
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0 BLOCK 26
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211
N89'21'17"W 1571.75'
FOUND ALUMINUM CAP
CENTER OF SECTION 27
PER CP&F No. 2017-025897
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no
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14.09'
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o S85'48'25 "E 357.44'
11 12 S00'20'42"W
(SEE NOTE 18) 63.52'
7
N86'21'29"W 440 --_ -.67'
\_S72'20'56"W
60.
N89'21'06"W
95.28'
O
N89'21 ' 17"W
32.44'
POINT OF
BEGINNING
POINT OF COMMENCEMENT
FOUND ALUMINUM CAP
NE CORNER OF SECTION 27
PER CP&F No. 2017-072465
SHEET INDEX
SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND
SHEET 2 - DETAIL PLAT MAP AND NOTES
SHEET 3 - DETAIL PLAT MAP AND CURVE AND LINE TABLES
SHEET 4 - CERTIFICATE OF OWNERS
SHEET 5 - CERTIFICATE AND APPROVALS
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0
48' ACHD R—O—W
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INSTRUMENT
No. 201-----
1
N89'21'17"W 671.23'
I
I
I
FOUND ALUMINUM CAP
E 1/4 CORNER SECTION 27
PER CP&F No. 112026997
REFERENCES
R1. RECORD OF SURVEY No. 4822, RECORDS OF ADA COUNTY, IDAHO.
R2. RECORD OF SURVEY No. 11040, RECORDS OF ADA COUNTY, IDAHO.
R3. RECORD OF SURVEY No. 11456, RECORDS OF ADA COUNTY, IDAHO.
R4. PLAT OF BAINBRIDGE CHURCH SUBDIVISION, BOOK 103 OF PLATS AT
PAGES 13919-13921, RECORDS OF ADA COUNTY, IDAHO.
R5. PLAT OF BAINBRIDGE PARK SUBDIVISION, BOOK 111 OF PLATS AT
PAGES 16073-16076, RECORDS OF ADA COUNTY, IDAHO.
R6. PLAT OF BAINBRIDGE SUBDIVISION No. 8, BOOK 11— OF PLATS AT
PAGES 1 ----- 1—___, RECORDS OF ADA COUNTY, IDAHO.
LEGEND
®
FOUND ALUMINUM CAP
O
FOUND 5/8" REBAR MARKED "PLS
O�
O
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w
0 BLOCK 26
O O 10 M M 11 12 13 14 15
O
211
N89'21'17"W 1571.75'
FOUND ALUMINUM CAP
CENTER OF SECTION 27
PER CP&F No. 2017-025897
N89'21'17"W 408.00'
no
L2
Unpiatted
S80' 19'32"E
14.09'
r10
7 �
00
M
BLOCK 30 0
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Bainbridge Church
Subdivision
o S85'48'25 "E 357.44'
11 12 S00'20'42"W
(SEE NOTE 18) 63.52'
7
N86'21'29"W 440 --_ -.67'
\_S72'20'56"W
60.
N89'21'06"W
95.28'
O
N89'21 ' 17"W
32.44'
POINT OF
BEGINNING
POINT OF COMMENCEMENT
FOUND ALUMINUM CAP
NE CORNER OF SECTION 27
PER CP&F No. 2017-072465
SHEET INDEX
SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND
SHEET 2 - DETAIL PLAT MAP AND NOTES
SHEET 3 - DETAIL PLAT MAP AND CURVE AND LINE TABLES
SHEET 4 - CERTIFICATE OF OWNERS
SHEET 5 - CERTIFICATE AND APPROVALS
►i
Q0
.O
nz
CDN
m
�U_
0
INLnQ
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0
48' ACHD R—O—W
DEDICATION PER
INSTRUMENT
No. 201-----
1
N89'21'17"W 671.23'
I
I
I
FOUND ALUMINUM CAP
E 1/4 CORNER SECTION 27
PER CP&F No. 112026997
REFERENCES
R1. RECORD OF SURVEY No. 4822, RECORDS OF ADA COUNTY, IDAHO.
R2. RECORD OF SURVEY No. 11040, RECORDS OF ADA COUNTY, IDAHO.
R3. RECORD OF SURVEY No. 11456, RECORDS OF ADA COUNTY, IDAHO.
R4. PLAT OF BAINBRIDGE CHURCH SUBDIVISION, BOOK 103 OF PLATS AT
PAGES 13919-13921, RECORDS OF ADA COUNTY, IDAHO.
R5. PLAT OF BAINBRIDGE PARK SUBDIVISION, BOOK 111 OF PLATS AT
PAGES 16073-16076, RECORDS OF ADA COUNTY, IDAHO.
R6. PLAT OF BAINBRIDGE SUBDIVISION No. 8, BOOK 11— OF PLATS AT
PAGES 1 ----- 1—___, RECORDS OF ADA COUNTY, IDAHO.
LEGEND
®
FOUND ALUMINUM CAP
FOUND 5/8" REBAR MARKED "PLS
7880' UNLESS NOTED OTHERWISE
SET 5/8" REBAR WITH PLASTIC CAP
MARKED "ALB 12459"
0
FOUND 1/2" REBAR MARKED "PLS
12459" UNLESS NOTED OTHERWISE
SET 1/2" REBAR WITH PLASTIC CAP
MARKED "ALB 12459"
(&FND
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PLS 12459"
D
CALCULATED POINT
10
LOT NUMBER
SUBDIVISION BOUNDARY LINE
LOT LINE
- - -
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12459
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DEVELOPER
BRIGHTON CORPORATION
BOISE. ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
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NOTES
1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING
REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING
PERMIT.
2. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 -INCHES
ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION.
4. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN
COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION
WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR
ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT.
5. 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
AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF".
6. LOTS 8 AND 15, BLOCK 27, LOT 15, BLOCK 28, LOT 8, BLOCK 29, LOT 1, BLOCK 30,
AND LOT 1, BLOCK 31 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY
THE BAINBRIDGE OWNERS ASSOCIATION, INC. THESE COMMON LOTS ARE SUBJECT TO
BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HOMEOWNER'S ASSOCIATION
PRESSURIZED IRRIGATION.
7. LOT 10, BLOCK 28 IS SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO
PROVIDE ACCESS FOR LOTS 8, 9 AND 11, BLOCK 28. SAID LOT 10, BLOCK 28 SHALL
BE OWNED BY THE BAINBRIDGE OWNERS' ASSOCIATION, INC., OR ASSIGNS, AND THE
OWNER'S OF THE LOTS THAT BENEFIT FROM THE COMMON DRIVES SHALL MAINTAIN,
REPAIR AND/OR REPLACE SAID COMMON DRIVE AT THEIR OWN COST AND EXPENSE. LOT
10, BLOCK 28 IS ALSO SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES AND
HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION.
8. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00 FOOT WIDE
EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S
ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE.
9. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY
AND ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES,
HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE.
10. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC
UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE.
11. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH
AUTHORITY AND THE CITY OF MERIDIAN.
12. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER
SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE.
13. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL
RESTRICTIONS.
14. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT
No. 2018------ OF ADA COUNTY RECORDS.
15, AS SHOWN HEREON, PORTIONS OF LOTS 13-15, BLOCK 26, LOTS 8-10 AND 12-14,
BLOCK 27, LOTS 3-6 AND 15, BLOCK 28, LOTS 2-4 AND 7-8, BLOCK 29 AND LOT 1,
BLOCK 30 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM.
THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL
STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT
NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY
THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER
EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE
SYSTEM.
16. THIS SUBDIVISION IS SUBJECT TO A McMULLEN LATERAL WATER USERS ASSOCIATION, INC.
LICENSE AGREEMENT PER INSTRUMENT No. 2018------ OF ADA COUNTY RECORDS
17. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT
ARE ON FILE AT THE ADA COUNTY RECORDER'S AS INSTRUMENT No. 114054968, AS
AMENDED FROM TIME TO TIME.
18. LOT 12, BLOCK 30 IS A NON -BUILDABLE LOT.
m*NL LAND
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q' nr•zo18
DEVELOPER
BRIGHTON CORPORATION
BOISE, ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
PLAT OF
Bainbridge Subdivision No. 9
• N89'21'06"W r1
60.01' ^ �SEE SHEET 2
w 10.01' 0 3
I
6
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ACHD PERMANENT •
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W. Vanderbilt Dr. I N I o o INST. No. 201_- ___ C
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0 I
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Ln
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INST, No. 201---
E
(SEE NOTE 16) I
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20.00'
30.45'
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LL
Oo 30 �° •
7 • N89'21'06"W o �° •
95.28' I /
'S72*20'56"W
---� / 60.00'
z
0
2 u w z Unplatted
O_ z to
a Qw �
o�N
NOu
LINE
S89 19 46 E 110.00
BEARING
L1
11.56
S21'58'37"W
1
>
13.45
0 15 Q) tK
L3
I
S72'25'55"E
20.00
21.45
I
171.71'57.55
5
0
o
0
TEMPORARY ACHD
203.52'
8'14'37"
S61'30'15"E
EASEMENT PER
0
Ln
30.58'
INST, No. 201---
N89'21'17"W 221.71' - N89'21'17"W
107.56'
K)
20.00'
30.45'
87'13'14"
0
0
27.59'
C6
1426.50'
237.24'
N
W. Ladle Rapids St.
236.97'
C7
1073.00'
0
O
�
3
C8
BLOCK 31
6
o
N36'37'58"W
65.26'(166.00'
C9
000M
L66.00'
1
S1'49'03"E
16.35'
66.00'
190.00'
000
13'22'05"
O
44.23'
C11
0
143.45'
19'06'52"
O
142.79'
C12
430.00'
36.70'
�N
I
S67'47'32"E
36.69'
C13
Lon
113.12'
24'00'16"
z
0
2 u w z Unplatted
O_ z to
a Qw �
o�N
NOu
72.00' 66.00' 1 66.00' 66.00' 1 66.00'
N89'21'17"W 408.00'
N89'21'17"W 1 1
32.44' -'
LINE TABLE
LINE
S89 19 46 E 110.00
BEARING
L1
11.56
S21'58'37"W
1
>
13.45
0 15 Q) tK
L3
21.45
S72'25'55"E
20.00
21.45
N72'25'55"W
171.71'57.55
S62'41'06"E
248.95'
0
1414.50'
203.52'
8'14'37"
S61'30'15"E
203.34'
0
20.00'
30.58'
-
N89'21'17"W 221.71' - N89'21'17"W
107.56'
o•
20.00'
30.45'
87'13'14"
•
27.59'
C6
1426.50'
237.24'
9'31'44"
W. Ladle Rapids St.
236.97'
C7
1073.00'
0
10'33'54"
S68'37'53"E
197.58'
C8
50.00'
6
o
N36'37'58"W
65.26'(166.00'
C9
190.00'
L66.00'
166.00'
S1'49'03"E
16.35'
66.00'
190.00'
000
13'22'05"
C37
44.23'
C11
430.00'
143.45'
19'06'52"
S79'47'40"E
142.79'
C12
430.00'
36.70'
V53'24"
S67'47'32"E
36.69'
C13
270.00'
113.12'
24'00'16"
N77'20'58"W
112.29'
3
w
202.23'
w
BLOCK 26 w
w
C15
w
160.81'
8'35'13"
S59'03'1 9"E
160.66'
C16
170.00'
�
°
,n
03
o0
00N
0
00
00
o
LO
M2
24.49'
C18
O
O
23'03'49"
S70'59'06"E
r
N
1043.00'
No
0
S57'50'03"E
z
O
z
o
z
o
z
26.45'
123.00'
0z
N
72.00' 66.00' 1 66.00' 66.00' 1 66.00'
N89'21'17"W 408.00'
N89'21'17"W 1 1
32.44' -'
LINE TABLE
LINE
DISTANCE
BEARING
L1
11.56
S21'58'37"W
L2
13.45
S17'39'04"E
L3
21.45
S72'25'55"E
L4
21.45
N72'25'55"W
Unplatted
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C1
52.00'
15.36'
16'55'10"
S80'53'31 "E
15.30'
C2
1346.87'
249.31'
10'36'20"
S62'41'06"E
248.95'
C3
1414.50'
203.52'
8'14'37"
S61'30'15"E
203.34'
C4
20.00'
30.58'
87'37'01"
S21'49'28"E
27.69'
C5
20.00'
30.45'
87'13'14"
N65'35'24"E
27.59'
C6
1426.50'
237.24'
9'31'44"
S75'33'40"E
236.97'
C7
1073.00'
197.86'
10'33'54"
S68'37'53"E
197.58'
C8
50.00'
65.07'
74'33'44"
N36'37'58"W
60.57'
C9
190.00'
16.35'
4'55'51
S1'49'03"E
16.35'
C10
190.00'
44.33'
13'22'05"
S10'58'01 "E
44.23'
C11
430.00'
143.45'
19'06'52"
S79'47'40"E
142.79'
C12
430.00'
36.70'
V53'24"
S67'47'32"E
36.69'
C13
270.00'
113.12'
24'00'16"
N77'20'58"W
112.29'
C14
93.00'
202.23'
124'35'23
S62'56'35"W
164.68'
C15
1073.00'
160.81'
8'35'13"
S59'03'1 9"E
160.66'
C16
170.00'
50.21'
16'55'21"
S80'53'36"E
50.03'
C17
20.00'
26.36'
75'30'22"
N59'43'48"E
24.49'
C18
20.00'
8.05'
23'03'49"
S70'59'06"E
8.00'
C19
1043.00'
58.95'
3'14'18"
S57'50'03"E
58.94'
C20
1043.00'
26.45'
1'27' 11 "
S55'29' 18"E
26.45'
C21
123.00'
40.45'
18'50'40"
N64'11'03"W
40.27'
C22
123.00'
58.28'
27'08'50"
N87'10'48"W
57.74'
C23
123.00'
91.85'
42'47'09"
S57'51'12"W
89.73'
C24
45.00'
61.33'
78'05'09"
N66'45'40"W
56.69'
C25
45.00'
43.47'
55'21'00"
S46'31'15"W
41.80'
C26
45.00'
43.53'
55'25'16"
S8'51'52"E
41.85'
C27
45.00'
148.33'
188'51'24"
S57'51'12"W
89.73'
C28
123.00'
23.58'
10'59'09"
S30'58'03"W
23.55'
C29
123.00'
53.30'
24'49'35"
S13'03'41 "W
52.88'
C30
20.00'
8.23'
23'34'41"
N12*26'15"E
8.17'
C31
20.00'
31.42'
90'00'00"
S45'38'54"W
28.28'
C32
240.00'
100.55'
24'00'15"
N77'20'58"W
99.82'
C33
20.00'
23.04'
65'59'44"
N32'20'58"W
21.78'
C34
20.00'
31.41'
89'59'49"
N45'38'49"E
28.28'
C35
140.00'
41.35'
16'55'21 "
S80'53'36"E
41.20'
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C36
200.00'
52.33'
14'59'33"
S79'55'42"E
52.18'
C37
200.00'
6.74'
1'55'48"
S88'23'22"E
6.74'
C38
20.00'
31.42'
90'00'11 "
S44'21 ' 1 1 "E
28.28'
C39
20.00'
35.22'
100'54'18"
S51'06'03"W
30.84'
C40
460.00'
87.55'
10'54'18"
S83'53'57"E
87.42'
C41
20.00'
25.82'
73'57'20"
N52'22'26"W
24.06'
C42
220.00'
8.66'
2'15'17"
S16'31'25"E
8.66'
C43
160.00'
51.10'
18' 17'56"
S8'30'06"E
50.88'
C44
80.00'
31.04'
22'13'39"
N10'27'55"W
30.84'
C45
80.00'
34.68'
24'50'24"
N33'59'56"W
34.41'
C46
80.00'
38.39'
27'29'42"
N60'09'59"W
38.02'
C47
1043.00'
2.49'
0'08'13"
S73'50'43"E
2.49'
C48
1043.00'
66.17'
3'38'05"
S71 '57'34"E
66.16'
C49
1043.00'
61.45'
3'22'33"
S68'27'15"E
61.45'
C50
20.00'
4.61'
13'12'16"
S60'09'50"E
4.60'
C51
20.00'
26.37'
75'32'19"
S15'47'33"E
24.50'
C52
20.00'
23.19'
66'25'19"
N32'33'45"W
21.91'
C53
20.00'
2.84'
8'08'25"
N69'50'37"W
2.84'
C54
1103.00'
66.28'
3'26'35"
S72'11'32"E
66.27'
C55
1103.00'
54.53'
2'49'58"
S69'03'16"E
54.53'
C56
1103.00'
66.01'
3'25'44"
S65'55'25"E
66.00'
C57
1103.00'
66.12'
3'26'04"
S62'29'31 "E
66.11'
C58
1103.00'
64.24'
3'20'14"
S59'06'22"E
64.23'
C59
1103.00'
51.51'
2'40'32"
S56'05'59"E
51.50'
C60
63.00'
136.99'
124'35'23"
S62'56'35"W
111.55'
C61
20.00'
31.42'
89'59'57"
S44'21'07"E
28.28'
C62
300.00'
52.25'
9'58'47"
N84'21'42"W
52.19'
C63
300.00'
63.58'
12'08'34"
N73'18*01"W
63.46'
C64
300.00'
9.85'
1'52'54"
N66'17'17"W
9.85'
C65
400.00'
56.70'
8'07'18"
S69'24'29"E
56.65'
C66
400.00'
88.06'
12'36'52"
S79'46'33"E
87.89'
C67
400.00'
22.82'
3'16'07"
S87'43'03"E
22.82'
C68
1 20.00'
8.23'
23'34'41
N78'51'33"E
8.17'
C69
1 20.00'
23.19'
66'25'19"
N33'51'33"E
21.91'
'60L LAND
U24��
0N L . a
q • jq•Zoi$
DEVELOPER
BRIGHTON CORPORATION
BOISE, ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
PLAT OF
Bainbridge Subdivision No. 9
CERTIFICATE OF OWNERS
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER
DESCRIBED.
A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 4 NORTH,
RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID SECTION 27, THENCE FOLLOWING
THE EASTERLY LINE OF THE NORTHEAST 1/4 OF SAID SECTION 27, S00'20'42"W A DISTANCE OF 2,633.66 FEET TO A FOUND
ALUMINUM CAP MONUMENT MARKING THE EAST 1/4 CORNER OF SAID SECTION 27, THENCE LEAVING SAID EASTERLY LINE AND
FOLLOWING THE SOUTHERLY LINE OF SAID NORTHEAST 1/4, N89'21'17"W A DISTANCE OF 671.23 FEET TO A SET 5/8 -INCH REBAR
BEING THE POINT OF BEGINNING.
THENCE FOLLOWING SAID SOUTHERLY LINE, N89'21'17"W A DISTANCE OF 408.00 FEET TO A FOUND 5/8 -INCH REBAR MARKING
THE SOUTHEAST CORNER OF BAINBRIDGE SUBDIVISION NO. 8 (A SUBDIVISION ON FILE IN BOOK -- OF PLATS AT PAGES
RECORDS OF ADA COUNTY, IDAHO) ;
THENCE LEAVING SAID SOUTHERLY LINE AND FOLLOWING THE BOUNDARY OF SAID BAINBRIDGE SUBDIVISION NO. 8 THE FOLLOWING
EIGHT (8) COURSES:
1. N00'38'54"E A DISTANCE OF
134.90 FEET TO A FOUND 5/8 -INCH
REBAR;
2. N17'34'05"E A DISTANCE OF
60.00 FEET TO A FOUND 5/8 -INCH
REBAR;
3. 15.36 FEET ALONG THE ARC
OF A CIRCULAR CURVE TO THE LEFT,
SAID CURVE HAVING A RADIUS OF 52.00 FEET, A DELTA
ANGLE OF 16'55'10", A CHORD
BEARING OF S80'53'31"E AND A CHORD DISTANCE OF 15.30 FEET TO A FOUND 5/8 -INCH
REBAR;
DISTANCE
OF 60.00 FEET TO A SET 5/8 -INCH REBAR;
4. S89'21'06"E A DISTANCE OF
127.85 FEET TO A FOUND 5/8 -INCH
REBAR;
5. N00'38'54"E A DISTANCE OF
370.00 FEET TO A FOUND 5/8 -INCH
REBAR;
6. N89'21'06"W A DISTANCE OF
110.00 FEET TO A FOUND 5/8 -INCH
REBAR;
7. N00'38'54"E A DISTANCE OF
89.28 FEET TO A FOUND 5/8 -INCH
REBAR;
8. N89'21'06"W A DISTANCE OF
171.00 FEET TO A FOUND 5/8 -INCH
REBAR ON THE BOUNDARY OF BAINBRIDGE PARK
SUBDIVISION (A SUBDIVISION
ON FILE IN BOOK 111 OF PLATS AT
PAGES 16,073-16,076, RECORDS OF ADA COUNTY, IDAHO);
THENCE LEAVING SAID BOUNDARY OF BAINBRIDGE SUBDIVISION NO. 8 AND FOLLOWING THE BOUNDARY OF SAID BAINBRIDGE PARK
SUBDIVISION THE FOLLOWING TWO (2) COURSES:
1. N00'38'54"E A DISTANCE OF 650.00 FEET TO A FOUND 5/8 -INCH REBAR;
2. N20'29'59"E A DISTANCE OF 89.73 FEET TO A FOUND 5/8 -INCH REBAR ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST
LOST RAPIDS DRIVE;
THENCE LEAVING SAID BOUNDARY OF BAINBRIDGE PARK SUBDIVISION AND FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE THE
FOLLOWING EIGHT (8) COURSES:
1. 249.31 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1,346.87 FEET, A
DELTA ANGLE OF 10'36'20", A CHORD BEARING OF S62'41'06"E AND A CHORD DISTANCE OF 248.95 FEET TO A FOUND
5/8 -INCH REBAR;
2. 203.52 FEET ALONG THE ARC OF A REVERSE CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,414.50
FEET, A DELTA ANGLE OF 08'14'37", A CHORD BEARING OF S61'30'15"E AND A CHORD DISTANCE OF 203.34 FEET TO A
FOUND 5/8 -INCH REBAR;
3. 30.58 FEET ALONG THE ARC OF A REVERSE CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET,
A DELTA ANGLE OF 87'37'01", A CHORD BEARING OF S21'49'28"E AND A CHORD DISTANCE OF 27.69 FEET TO A FOUND
5/8 -INCH REBAR;
4. S21'58'37"W A DISTANCE OF 11.56 FEET TO A FOUND 5/8 -INCH REBAR;
5. S68'01'23"E A DISTANCE OF 90.00 FEET TO A FOUND 5/8 -INCH REBAR;
6. 30.45 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A DELTA
ANGLE OF 87'13'14", A CHORD BEARING OF N65 -35-24"E AND A CHORD DISTANCE OF 27.59 FEET TO A FOUND 5/8 -INCH
REBAR;
7. 237.24 FEET ALONG THE ARC OF A REVERSE CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,426.50
FEET, A DELTA ANGLE OF 09'31'44", A CHORD BEARING OF S75'33'40"E AND A CHORD DISTANCE OF 236.97 FEET TO A
FOUND 5/8 -INCH REBAR;
8. S80'19'32"E A DISTANCE OF 14.09 FEET TO A FOUND 5/8 -INCH REBAR MARKING THE NORTHWEST CORNER OF BAINBRIDGE
CHURCH SUBDIVISION (A SUBDIVISION ON FILE IN BOOK 103 OF PLATS AT PAGES 13,919-13,921, RECORDS OF ADA COUNTY,
IDAHO);
THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE AND FOLLOWING THE BOUNDARY OF SAID BAINBRIDGE CHURCH SUBDIVISION
THE FOLLOWING TWO (2) COURSES:
1. S00'38'54"W A DISTANCE OF 466.65 FEET TO A FOUND 5/8 -INCH REBAR;
2. S85'48'25"E A DISTANCE OF 357.44 FEET TO A FOUND 5/8 -INCH REBAR ON THE WESTERLY RIGHT-OF-WAY LINE OF N. TEN
MILE RD.;
THENCE
LEAVING SAID BOUNDARY OF BAINBRIDGE CHURCH SUBDIVISION AND FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE,
S00'20'42"W A DISTANCE OF 63.52 FEET TO A SET 5/8 -INCH REBAR;
THENCE
LEAVING SAID WESTERLY
RIGHT-OF-WAY LINE, N86'21'29"W A DISTANCE OF 440.67 FEET TO A SET 5/8 -INCH REBAR;
THENCE
S17'39'04"E A
DISTANCE
OF 13.45 FEET TO A SET 5/8 -INCH REBAR;
THENCE
S72'20'56"W A
DISTANCE
OF 60.00 FEET TO A SET 5/8 -INCH REBAR;
THENCE
N89'21'06"W A
DISTANCE
OF 95.28 FEET TO A SET 5/8 -INCH REBAR;
THENCE
S00"38'54"W A
DISTANCE
OF 320.03 FEET TO A SET 5/8 -INCH REBAR;
THENCE
N89'21'17"W A
DISTANCE
OF 32.44 FEET TO A SET 5/8 -INCH REBAR;
THENCE
S00'38'54"W A
DISTANCE
OF 180.00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 16.261 ACRES, MORE OR LESS, AND IS SUBJECT TO ALL EXISTING EASEMENTS AND/OR RIGHTS-OF-WAY
OF RECORD OR IMPLIED.
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 UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS
WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE
ALL OF THESE LOTS.
JONATHAN D. WARDLE, PRESIDENT
BRIGHTON DEVELOPMENT, INC.
ACKNOWLEDGMENT
STATE OF IDAHO
SS
ADA COUNTY
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON
PRESIDENT OF BRIGHTON DEVELOPMENT, INC.
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES
CERTIFICATE OF SURVEYOR
2018, BY JONATHAN D. WARDLE, AS
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 BAINBRIDGE SUBDIVISION No. 7 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN
ON THE ATTACHED PLAT, 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.
N .L LAND
A,r-
s
AARON L. BALLARD, P.L.S. 12459f 12459 m
DEVELOPER
BRIGHTON CORPORATION
BOISE, ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX (208) 639-6930
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY
DISTRICT COMMISSIONERS ON THE DAY OF , 20
PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
APPROVAL OF MERIDIAN CITY ENGINEER
THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO.
CITY ENGINEER
APPROVAL OF MERIDIAN CITY
i, m CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY,
IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE
DAY OF , A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED.
MERIDIAN CITY CLERK
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY
THAT I HAVE CHECKED THIS PLAT AND AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO
CODE RELATING TO PLATS AND SURVEYS.
ADA COUNTY SURVEYOR
DATE
PLAT OF
Bainbridge Subdivision No. 9
HEALTH CERTIFICATE
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 REIMPOSED,
IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL.
.hG1armwi792141:4 3
CERTIFICATE OF ADA COUNTY TREASURER
DATE:
1, 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.
COUNTY TREASURER DATE:
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO
SS
ADA COUNTY
I HEREBY CERTIFY THAT THIS PLAT OF BAINBRIDGE SUBDIVISION No. 9 WAS FILED AT
THE REQUEST OF AT MINUTES PAST O'CLOCK .M.,
THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS
BOOK OF PLATS AT PAGES THRU
INSTRUMENT NUMBER
DEPUTY EX—OFFICIO RECORDER
FEE:
\D *NL LAUD S
12459
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DEVELOPER
BRIGHTON CORPORATION
BOISE, ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930