CC - Final Plat_2018-04-26FOUND ALUMINUM CAP
NW CORNER SECTION 27
PER CP&F No. 2017-072464
2122 W. Chinden Blvd.
28 27 (HWY 20/26)
0
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PLAT OF
Bainbridge Subdivision No. 8
A PORTION OF THE SOUTH 1/2 OF THE NORTH 1/2 OF SECTION 27,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2018
0 50 100 200 300
Scale: 1"=100'
cni wn 1 /7—IAIe u DC -DAD \AA0VCP1
W 1/4 CORNER SECTION 27
PER CP&F No. 2015-079246
LEGEND
OO
OO
FOUND BRASS CAP
FOUND ALUMINUM CAP
FOUND 5/8" REBAR MARKED "ALB 12459 UNLESS
NOTED OTHERWISE
SET 5/8" REBAR WITH PLASTIC CAP MARKED
"ALB 12459"
0 FOUND 1/2" REBAR MARKED "ALB 12459" UNLESS
NOTED OTHERWISE
SET 1/2" REBAR WITH PLASTIC CAP MARKED
"ALB 12459"
D CALCULATED POINT (NOTHING FOUND OR SET)
LOT NUMBER
SUBDIVISION BOUNDARY LINE
LOT LINE
SECTION LINE
ROAD CENTERLINE
ADJACENT LOT LINE
EASEMENT LINE
ACHD EASEMENT (SEE NOTE 14)
SHEET INDEX
6"W
.23'
ALUMINUMt'�
:R SECTIO7
Jo. 112026997
SHEET 1 — OVERALL SUBDIVISION MAP AND LEGEND
SHEET 2 — DETAIL PLAT MAP AND NOTES
SHEET 3 — DETAIL PLAT MAP AND LINE AND CURVE TABLES DEVELOPER
SHEET 4 — CERTIFICATE OF OWNERS BRIGHTON CORPORATION
SHEET 5 — CERTIFICATE AND APPROVALS
BOISE, ID
REFERENCES
R1.
RECORD OF SURVEY No. 4822,
RECORDS
OF ADA
COUNTY, IDAHO.
R2.
RECORD OF SURVEY No. 6107,
RECORDS
OF ADA
COUNTY, IDAHO.
R3.
RECORD OF SURVEY No. 7841,
RECORDS
OF ADA
COUNTY, IDAHO.
R4.
PLAT OF BAINBRIDGE SUBDIVISION No. 2,
BOOK 108 OF PLATS AT
PAGES 15246-15251, RECORDS
OF ADA
COUNTY,
IDAHO.
R5.
PLAT OF BAINBRIDGE SUBDIVISION No. 4,
BOOK 111 OF PLATS AT
PAGES 16101-16103, RECORDS
OF ADA
COUNTY,
IDAHO.
R6.
PLAT OF BAINBRIDGE SUBDIVISION No. 5,
BOOK 112 OF PLATS AT
PAGES 16253-16255, RECORDS
OF ADA
COUNTY,
IDAHO.
,,,Z*NL LANG
12459
IPA �O
9q q�F OF COQ Q`O
L. B
ENGINEERS -SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
0 25 50 100 150
Scale: 1 "=50'
0
O
N
0
0
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r-
PLAT OF
Bainbridge Subdivision No. 8
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
S89-47'1 0"E
52.00'
Q�5
16'55'11"
N80'53'31"W
15.30'
C2
{- 119.85'----
�5' (SEE
44'33'56"
S22'04'08"E
94.42'
C3
130.00'
102.10'
NOTES 8&9)
o
OQ�� OQ�S
S89-47'1 0"E
180.00'JE
S
45'00'02"
0 r
30.00'
30.00'
- - -
--120.00'- -
45'00'00"
N23'08'54"E
r r N
C6
82.00'
40.19'
5' (S
S58'23'31 "E
39.79'
C7
70.00'
54.98'
45'00'00"
NOTES 8&of
53.58'
C8
94.50'
33.50'
20'18'45"
S9'56'33"E
22
C9
S89'47'10"E
40.00'
24' 15'11 "
N
cv
r
C10
^ N
120.15'
10' ACHD ESMT
S62'49'11"E
63.35'
m
100.00'
14.07'
3
(SEE NOTE 14)0
14.06'
C12
N
8.23'
N89'47'10"W
N78'51'33"E
17
i o
N
!U
p
66'25'19"
120.00'
N
BLOCK 10
r
r
o
m
S32'33'45"E
21.91'
�
0 0
20.00'
8.23'
U)Z
S77'33'45"E
8.17'
C16
N
S89'47' 10"E
17'46'23"
N81'45'43"E
30.90'
;�
21
0
120.45'
N59'15'43"E
47.07'
C18
97.00'
8.25'
4'52'23"
N43'12'43"E
8.25'
1c),
97.00'
67.93'
40'07'37"
N20'42'43"E
66.55'
C20
20.00'
8.23'
23'34'41"
N11'08'27"W
8.17'
PLAT OF
Bainbridge Subdivision No. 8
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C1
52.00'
15.36'
16'55'11"
N80'53'31"W
15.30'
C2
124.50'
96.84'
44'33'56"
S22'04'08"E
94.42'
C3
130.00'
102.10'
45'00'00"
S66'51'06"E
99.50'
C4
130.00'
102.10'
45'00'02"
N68'08'55"E
99.50'
C5
127.00'
99.75'
45'00'00"
N23'08'54"E
97.20'
C6
82.00'
40.19'
28'04'49"
S58'23'31 "E
39.79'
C7
70.00'
54.98'
45'00'00"
S23'08'54"W
53.58'
C8
94.50'
33.50'
20'18'45"
S9'56'33"E
33.33'
C9
94.50'
40.00'
24' 15'11 "
S32'1 3'31 "E
39.70'
C10
100.00'
64.47'
36'56'09"
S62'49'11"E
63.35'
C11
100.00'
14.07'
8'03'51"
S85 -19'11"E
14.06'
C12
20.00'
8.23'
23'34'41"
N78'51'33"E
8.17'
C13
20.00'
23.19'
66'25'19"
N33'51'33"E
21.91'
C14
20.00'
23.19'
66'25'19"
S32'33'45"E
21.91'
C15
20.00'
8.23'
23'34'41"
S77'33'45"E
8.17'
C16
100.00'
31.02'
17'46'23"
N81'45'43"E
30.90'
C17
100.00'
47.52'
27'13'37"
N59'15'43"E
47.07'
C18
97.00'
8.25'
4'52'23"
N43'12'43"E
8.25'
C19
97.00'
67.93'
40'07'37"
N20'42'43"E
66.55'
C20
20.00'
8.23'
23'34'41"
N11'08'27"W
8.17'
n � 0 ep, 0,•' 1'3I ,IE
120. 00
S89'47'10'E N
129.23' 2® y� 60 0
0)
N
CURVE
RADIUS
LENGTH
0
N
CHORD BRG
CHORD
C21
20.00'
23.19'
19
N56'08'27"W
w0�
C22
20.00'
23.19'
66'25'19"
I
21.91'
C23
n
N
I
21'04'09"
N 11'1 0'59"E
o
C24
S89'47' 10"E
65.57'
z
N33'40'59"E
168.39'
C25
20.00'
0
90'00'00"
SO'38'54"W
28.28'
o I
20
8.05'
8'52'16"
S48'47'1 4"E
8.04'
S89'47' 10"E
52.00'
17.43'
19'12'33"
121.40'
17.35'
C28
112.00'
54.89'
28'04'49"
S58'23'31 "E
54.34'
BLOCK 10
IC
15.31'
01
0
N
21
14.95'
C30
� I
19.83'
N
S64'25'51 "W
19.06'
C31
i�
66.06'
23'39'16"
S89'47'1 0"E
65.59'
C32
160.00'
118.05'/
21'20'44"
N79'58'32"E
59.26'
10' ACHD ESMT
r
8.23'
0
(SEE NOTE 14) -'/
8.17'
N
00
(°
22
O
23.19'
6625'19"
�
21.91'
r0)
ca
20.00'
23.19'
66'25'19"
r
21.91'
C36
-89'21'16"E 117.82'
8.23'
23'34'41 "
N77'33'45"W
20.00'
0
0
_
6.41'
106.58'(23
�?
0
�tx
�Ot` htx
�6'
sr•01
Rsosy 19 ~'
C45
C44 06"
O%x
N.
sQ���
C70
OoM C 1 104.36'
C40
00 C3
10.73' C,
C38
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C21
20.00'
23.19'
66'25'19"
N56'08'27"W
21.91'
C22
20.00'
23.19'
66'25'19"
N57'26'1 5"E
21.91'
C23
157.00'
57.73'
21'04'09"
N 11'1 0'59"E
57.41'
C24
157.00'
65.57'
23'55'51"
N33'40'59"E
65.10'
C25
20.00'
31.42'
90'00'00"
SO'38'54"W
28.28'
C26
52.00'
8.05'
8'52'16"
S48'47'1 4"E
8.04'
C27
52.00'
17.43'
19'12'33"
S62'49'39"E
17.35'
C28
112.00'
54.89'
28'04'49"
S58'23'31 "E
54.34'
C29
20.45'
15.31'
42'52'52"
N66'20'52"W
14.95'
C30
20.45'
19.83'
55'33'42"
S64'25'51 "W
19.06'
C31
1 160.00'
66.06'
23'39'16"
N57'28'32"E
65.59'
C32
160.00'
59.61'
21'20'44"
N79'58'32"E
59.26'
C33
20.00'
8.23'
23'34'41"
S78'51'33"W
8.17'
C34
20.00'
23.19'
6625'19"
S33'51'33"W
21.91'
C35
20.00'
23.19'
66'25'19"
N32'33'45"W
21.91'
C36
20.00'
8.23'
23'34'41 "
N77'33'45"W
8.17'
C37
160.00'
6.41'
2' 17'37"
S88' 12'1 7"E
6.40'
C38
160.00'
84.87'
30'23'29"
S71'51'44"E
83.88'
C39
160.00'
34.39'
12'18'53"
S50'30'33"E
34.32'
C40
20.00'
31.42'
90'00'00"
1 N89'21'06"W
1 28.28'
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C41
40.00'
31.42'
45'00'00"
S23'08'54"W
30.61'
C42
100.00'
25.01'
14'19'46"
S7'48'47"W
24.94'
C43
100.00'
53.53'
30'40' 14"
S30'1 8'47"W
52.89'
C44
20.00'
13.08'
37'27'30"
N26'55'09"E
12.84'
C45
20.00'
17.90'
51'17'10"
N 17'27'11 "W
17.31'
C46
154.50'
65.37'
24' 14'33"
S30'58'30"E
64.88'
C47
154.50'
51.42'
19'04'04"
S9'19'12"E
51.18'
LINE TABLE
LINE
DISTANCE
BEARING
L1
28.79
SO' 12'50"W
L2
60.00
S17'34'05"W
L3
11.17
N89'20'04"W
OI
30.00'
I
S89'21'06"E 865.00'
�L72.000_
72.00'
81.24'
80.00'
80.00'
80.00'
72.00'
1
in
C
�10' ACHD ESMT
V,
12.00'
Z c
BLOCK 9
C36-
>
O(SEE
17' ACHD ESMT
NOTE 14)
(SEE NOTE 14)_
3
3
3
0
3
5.00'-
17 00
16 00
15
0 14 00
13
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3
3
3
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S00'38'54"W___/
N O 00
N 00 O
N O 00
N O 00
N O co
113.33'
O9
00
0 CO
O
-
N
C 12-1
con
81.24'
L 80.00'
80.00'
80.00'
64.00'
_ - - - S89'21'06"E 539.60' - - -
W. Ladle Rapids St.
12.00
30.00' 30.00' 89.17' 1 80.00' 72.00' 72.00' 72.00' 1 72.00' 72.00' 72 00' 72.00'
N89'21'17"W 1571.75'
30.00' t
30.00'
0
0 I
65.60'
C37
�L72.000_
72.00'
72.00'
72.00'
72.00'
64.00'
w
1
in
C
�10' ACHD ESMT
V,
zl
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C36-
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O(SEE
NOTE 14)
17' ACHD ESMT
M Q
0
(SEE NOTE 14)
PJ e
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3
3
3
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BLOCK 25
5.00'-
0
a'
03
BLOCK 25
N O 00
N 00 O
N O 00
N O 00
N O co
'i O 00
O9
00
0 CO
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con
oN
0
N
o
ui
-00'38'54"W
z I Z
N
123.42'-
12.00
30.00' 30.00' 89.17' 1 80.00' 72.00' 72.00' 72.00' 1 72.00' 72.00' 72 00' 72.00'
N89'21'17"W 1571.75'
30.00' t
30.00'
0
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O0j Oo
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1
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30.00' 130.00'
NNL LAND
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12459
LP
99 �9rF OF
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
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NNL LAND
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12459
LP
99 �9rF OF
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
PLAT OF
Bainbridge Subdivision No. 8
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 NORTH 1/2 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 BRASS CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 27, WHICH BEARS S00'29'05"W A
DISTANCE OF 2,638.62 FEET FROM A FOUND ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 27, THENCE
FOLLOWING THE SOUTHERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 27, S89'20'04"E A DISTANCE OF 2,638.69 FEET TO A
FOUND 5/8 -INCH REBAR MARKING THE SOUTHEAST CORNER OF BAINBRIDGE SUBDIVISION No. 4 (A SUBDIVISION ON FILE IN BOOK
111 OF PLATS, PAGES 16101-16103, RECORDS OF ADA COUNTY, IDAHO) AND BEING THE POINT OF BEGINNING.
THENCE LEAVING SAID SOUTHERLY LINE AND FOLLOWING THE SUBDIVISION BOUNDARY OF SAID BAINBRIDGE SUBDIVISION No. 4,
N00'27'19"E A DISTANCE OF 520.29 FEET TO A FOUND 5/8 -INCH REBAR MARKING THE SOUTHWEST CORNER OF LOT 3, BLOCK 10
OF BAINBRIDGE SUBDIVISION No. 2 (A SUBDIVISION ON FILE IN BOOK 108 OF PLATS AT PAGES 15246-15251, RECORDS OF ADA
COUNTY, IDAHO);
THENCE LEAVING SAID SUBDIVISION BOUNDARY OF SAID BAINBRIDGE SUBDIVISION No. 4 AND FOLLOWING THE SUBDIVISION
BOUNDARY OF SAID BAINBRIDGE SUBDIVISION No. 2, THE FOLLOWING COURSES:
1. S89°47'10"E A DISTANCE OF 119.85 FEET TO A FOUND 5/8 -INCH REBAR;
2. S00'12'50"W A DISTANCE OF 28.79 FEET TO A FOUND 5/8 -INCH REBAR;
3. S89'47'10"E A DISTANCE OF 180.00 FEET TO A FOUND 5/8 -INCH REBAR ON THE SUBDIVISION BOUNDARY OF BAINBRIDGE
SUBDIVISION No. 5 (A SUBDIVISION ON FILE IN BOOK 112 OF PLATS AT PAGES 16253-16255, RECORDS OF ADA COUNTY,
IDAHO);
THENCE LEAVING SAID SUBDIVISION BOUNDARY OF BAINBRIDGE SUBDIVISION No. 2 AND FOLLOWING THE SUBDIVISION BOUNDARY OF
SAID
BAINBRIDGE SUBDIVISION No. 5, THE
FOLLOWING COURSES:
1.
S00'12'50"W A DISTANCE OF 124.09
FEET TO A FOUND 5/8 -INCH REBAR;
2.
S42'1 4'37"E A DISTANCE OF 60.43
FEET TO A FOUND 5/8 -INCH REBAR;
3.
S77'11'31"E A DISTANCE OF 120.00
FEET TO A FOUND 5/8 -INCH REBAR;
4.
S89'21'06"E A DISTANCE OF 865.00
FEET TO A FOUND 5/8 -INCH REBAR;
5.
N69'16'56"E A DISTANCE OF 50.18
FEET TO A FOUND 5/8 -INCH REBAR;
6.
N45'38'54"E A DISTANCE OF 100.57
FEET TO A FOUND 5/8 -INCH REBAR;
7.
N30'36'24"E A DISTANCE OF 43.73
FEET TO A FOUND 5/8 -INCH REBAR;
8.
N00'38'54"E A DISTANCE OF 150.00
FEET TO A FOUND 5/8 -INCH REBAR MARKING THE NORTHEAST CORNER OF LOT 12,
BLOCK 3 OF BAINBRIDGE PARK SUBDIVISION
(A SUBDIVISION ON FILE IN BOOK 111 OF PLATS AT PAGES 16073-16076,
RECORDS OF ADA COUNTY, IDAHO);
THENCE LEAVING SAID SUBDIVISION BOUNDARY OF BAINBRIDGE SUBDIVISION No. 5 AND FOLLOWING THE SUBDIVISION BOUNDARY OF
SAID BAINBRIDGE PARK SUBDIVSION, N00'38'54"E A DISTANCE OF 72.00 FEET TO A SET 5/8 -INCH REBAR;
THENCE LEAVING SAID SUBDIVISION BOUNDARY OF BAINBRIDGE PARK SUBDIVISION, S89'21'06"E A DISTANCE OF 171.00 FEET TO A
SET 5/8 -INCH REBAR;
THENCE S00'38'54"W A DISTANCE OF 89.28 FEET TO A SET 5/8 -INCH REBAR;
THENCE S89'21'06"E A DISTANCE OF 110.00 FEET TO A SET 5/8 -INCH REBAR;
THENCE S00'38'54"W A DISTANCE OF 370.00 FEET TO A SET 5/8 -INCH REBAR;
THENCE N89'21'06"W A DISTANCE OF 127.85 FEET TO A SET 5/8 -INCH REBAR;
THENCE 15.36 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 52.00 FEET, A
DELTA ANGLE OF 16'55'11", A CHORD BEARING OF N80'53'31 "W AND A CHORD DISTANCE OF 15.30 FEET TO A SET 5/8 -INCH
REBAR;
THENCE S17'34'05"W A DISTANCE OF 60.00 FEET TO A SET 5/8 -INCH REBAR;
THENCE S00'38'54"W A DISTANCE OF 134.90 FEET TO A SET 5/8 -INCH REBAR ON THE SOUTHERLY LINE OF THE NORTHEAST 1/4
OF SAID SECTION 27;
THENCE FOLLOWING SAID SOUTHERLY LINE, N89'21'17"W A DISTANCE OF 1,571.75 FEET TO A FOUND ALUMINUM CAP MARKING THE
CENTER OF SAID SECTION 27;
THENCE LEAVING SAID SOUTHERLY LINE OF THE NORTHEAST 1/4 AND FOLLOWING THE SOUTHERLY LINE OF THE NORTHWEST 1/4
OF SAID SECTION 27, N89'20'04"W A DISTANCE OF 11.17 FEET TO THE POINT OF BEGINNING,
SAID PARCEL CONTAINS 14.989 ACRES, MORE OR 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 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
ADA COUNTY SS
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON
PRESIDENT OF BRIGHTON DEVELOPMENT, INC.
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES
2018, BY JONATHAN D. WARDLE, AS
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 BAINBRIDGE SUBDIVISION No. 8 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.
\oN�pl LAND
AARON L. BALLARD, P.L.S. 12459 12459
99 �9TF OF \cj
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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
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, 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. 8
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.
HEALTH OFFICER
CERTIFICATE OF ADA COUNTY TREASURER
DATE:
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO,
PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT
AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS
SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30)
DAYS ONLY.
COUNTY TREASURER DATE:
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO )
)) SS
ADA COUNTY
I HEREBY CERTIFY THAT THIS PLAT OF BAINBRIDGE SUBDIVISION No. 8 WAS FILED AT
THE REQUEST OF
AT MINUTES PAST O'CLOCK M.,
THIS DAY OF I A.D., IN MY OFFICE AND WAS DULY RECORDED AS
BOOK OF PLATS AT PAGES THRU
INSTRUMENT NUMBER
DEPUTY
FEE:
EX—OFFICIO RECORDER
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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