CC - Finat Plat0 30 60 120 180
SCALE: 1 "=60'
SHEET INDEX
SHEET 1 - SUBDIVISION PLAT
SHEET 2 - NOTES AND CURVE AND LINE TABLES
SHEET 3 - CERTIFICATE OF OWNERS
SHEET 4 - CERTIFICATES AND APPROVALS
i
/
REFERENCES
FOUND ALUMINUM CAP
R1.
RECORD OF SURVEY No. 11040, RECORDS OF ADA COUNTY,
60,00'
60.0
IDAHO.
60.00'
R2.
RECORD OF SURVEY No. 7841, RECORDS OF ADA COUNTY,
60.00'
MARKED "ALB 12459"
IDAHO.
o
R3.
PLAT OF BAINBRIDGE SUBDIVISION No. 2, BOOK 108 OF PLATS
O
SET BRASS PLUG (WITH MAGNETIC INSERT)
"ALB
AT PAGES 15246-15251, RECORDS OF ADA COUNTY, IDAHO.
POINT OF COMMENCEMENT
66.00'
66.00'
FOUND BRASS CAP
R4.
PLAT OF BAINBRIDGE SUBDIVISION No. 3, BOOK 111 OF PLATS
W 1/4 CORNER SECTION 27
66.00'
AT PAGES 15979-15982, RECORDS OF ADA COUNTY, IDAHO.
PER CP&F No. 2015-079246 -
R5.
PLAT OF BAINBRIDGE SUBDIVISION No. 4, BOOK 111 OF PLATS
I
AT PAGES 16101-16103, RECORDS OF ADA COUNTY, IDAHO.
3N
R6.
PLAT OF BAINBRIDGE SUBDIVISION No. 1, BOOK 107 OF PLATS
ROAD CENTERLINE
- -
AT PAGES 14786-14788, RECORDS OF ADA COUNTY, IDAHO.
---------
l/-.11' lo, J
-
'V'
Colosseum VI/a l l NorF1
1
�2S 06.
M o/ 709 4 29 hF
o C1
Subd
PLAT OF
Bainbridge Hess Subdivision No. 2
A PORTION OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 27,
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO.
2018
N. Black Cat Rd. BASIS OF BEARINGS _ _ _ soo•29'05'w 2638.62' 28 21
N00.29'05"E 1649.13' 989.49' 27 22
I
L-
I I ^
Bainbridge I I I I I I I I Bainbridge I NIv
Subdivision No. 1 S bdivision No 1
I I I - I-
145.16'
2
X. O
,moo Sys
fir'• F
B inbrid e
iv'sion N . 27 = N16.4552n U
/ 109 1 C
G/
13.70'
C2�_a
G1
� N
coLO
N00'41 o5"E 810.59' Ln
AL
66.00' 66.00' 66.00' r v- N 60.00' 1 60.00' 60.00' 60.00' 60.00' '
14.21' 72.34
20.50'tU O
• v I
L
SEE 0 5' (SEE
w BLOCK 3 �'' !� NOTE 15 w 11 o w o NOTES 9 -►I
N '' 4'iBLOCKO o & 10)
LO
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2 N ao � 1b
N 0 U r 00 0 4 ao �r 6 o ui
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(n 00 v W 00 00 00 N O I
5.00'
00 o p 10' (SEE
V) -Z NOTE 18)�
C21 r I`--10.00' ��- N
66.00' 66.00' 58.07' V�1 C, 60.00' 60.007 52.34' / C46 O I
• 2.98' C29 / 5 43 o I
J 2 � C 8O LO
N S00'41'35"W
S00'41'35"W 253.45' - - • - S00'41'35"W-225.67' - Cv'p CAq 72.34'
•
N. Colosseum Way �e
60.00' 60.00' 60.00' 60.00'12 60.00' 60.00' 60.00' 55.00' 0�9
C38
�- 5.00' •
-12-75'S00'41'35"w
BLOCK 4 �'' � i-dw 5.00'
nom/ N M N O N �+ N 0 N M N 120.00'
/ O4 10 _� 11 �� 12 X000 13 0D� 14 °�� 15 �� N� N�
a7 N N M N O N O N 16 N 17 N 1g O o
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SEE
co l 115.23• NOTE 15
l . . . . . . . . . . . . . . . . . . . . . . . .N00°27'19"E. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
L6 I co
LLJ w
,,, BLOCK 6 N
W W LO w W W w W N O N O
11 °0 oNi 10 � g to -0 LLI
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cn BLOCK 6� ao cn 00 00 ip o o
00 to
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66.00' 66.00' 66.00' 1 66.00' 1 66.00'
S00'27' 19"W 614.36'
I
BLOCK 5
S00'41'35"W
120.00'
11
S00'41'35"W
120.00'
12
S00'41'35"W
120.00'
13
S00'41'35"W
120.00'
BLOCK 5
14
S00'41'35"W
in
1`
C6
N C
cfl
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to
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0)
CO
N
0
10
co
CD
I
120.00'
15 �
0
72.00' 1 72.00' S00'27'19"W 120.00'
66.00' 66.00' 56.00'
S00'27'26"W 144.00' 1 20.00' 16
v • 169.00'• • O 30.00' O 30.00' O 120.00' 20.00'
S00'27' 19"W 330.03'
Bainbridge I I I I Bainbridge i I Bainbridge ConnectionI Bainbridge Connection
(Subdivision No. 21 I I Subdivision No. 2 i Subdivision ( I Subdivision I
FOUND ALUMINUM CAP
NW CORNER SECTION 27
PER CP&F No. 2017-072464
2 n
�I
C) (D
BIW
LEGEND
®
FOUND ALUMINUM CAP
rco
32.00'/,60.00'
FOUND BRASS CAP
60,00'
60.0
60.00'
60.00'
60.00'
60.00'
MARKED "ALB 12459"
o
QsF
FOUND BRASS PLUG MARKED 7880"
O
SET BRASS PLUG (WITH MAGNETIC INSERT)
"ALB
00 56.00'
66.00'
66.00'
66.00'
Q
66.00'
66.00'
66.00'
10
60.00'
O
V
I
o/BLOCK
3N
SECTION LINE
-
ROAD CENTERLINE
- -
ADJACENT LOT LINE
---------
EASEMENT LINE
ACHD EASEMENT (SEE NOTE 15)
-i9
N I
�• C42 N08'"
21'33E
40
SEE
l 126.57'
Z
wi
w
!�
w
w
w
NOTE 15
ro
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l lC-4
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BLOCK 4]
��
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I L7
1 5.00'
C13
N00'27'19"E 123.00'
I OSS
*.60'
1
�.,
I
U
66.00'
66.00'
66.00'
66.00'
66.00'
66.00'
66.00'
60.00'
��
N
O
J
�JC11
GN
O
N.
Lichfield Ave.
j
>
O
o
• •
-
-
-
S00'27'19"W
591.73'
M C3 •
t3 • C4 C5
-
-
-
-
•
O •
_O
J o L2
o N. Lichfield Ave.
C32 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 72.00' 72.00' �S
O 38.09' C34 C33
11.18'
6.60'
10.79'
o
�1
0
L6 I co
LLJ w
,,, BLOCK 6 N
W W LO w W W w W N O N O
11 °0 oNi 10 � g to -0 LLI
-C:'
o g 00 7 00 uoi 6 °r° U 5 00 � 4 O N O N It N
�� O �M �� O
C'2 '6 O M� O :- O O 7-t O M 00
cn BLOCK 6� ao cn 00 00 ip o o
00 to
N 0 00 C6
00 wIco
66.00' 66.00' 66.00' 1 66.00' 1 66.00'
S00'27' 19"W 614.36'
I
BLOCK 5
S00'41'35"W
120.00'
11
S00'41'35"W
120.00'
12
S00'41'35"W
120.00'
13
S00'41'35"W
120.00'
BLOCK 5
14
S00'41'35"W
in
1`
C6
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cfl
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to
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CD
I
120.00'
15 �
0
72.00' 1 72.00' S00'27'19"W 120.00'
66.00' 66.00' 56.00'
S00'27'26"W 144.00' 1 20.00' 16
v • 169.00'• • O 30.00' O 30.00' O 120.00' 20.00'
S00'27' 19"W 330.03'
Bainbridge I I I I Bainbridge i I Bainbridge ConnectionI Bainbridge Connection
(Subdivision No. 21 I I Subdivision No. 2 i Subdivision ( I Subdivision I
FOUND ALUMINUM CAP
NW CORNER SECTION 27
PER CP&F No. 2017-072464
2 n
�I
C) (D
BIW
LEGEND
®
FOUND ALUMINUM CAP
0
FOUND BRASS CAP
O
FOUND 5/8" REBAR MARKED "PLS 7880"
UNLESS NOTED OTHERWISE
SET 5/8" REBAR WITH PLASTIC CAP
MARKED "ALB 12459"
"PLS
QsF
FOUND BRASS PLUG MARKED 7880"
O
SET BRASS PLUG (WITH MAGNETIC INSERT)
"ALB
MARKED PLS 12459"
SET 1/2" REBAR WITH PLASTIC CAP
MARKED "ALB 12459"
Q
CALCULATED POINT (NOTHING FOUND OR
SET)
10
LOT NUMBER
- o
SUBDIVISION BOUNDARY LINE
LOT LINE
- - -
SECTION LINE
-
ROAD CENTERLINE
- -
ADJACENT LOT LINE
---------
EASEMENT LINE
ACHD EASEMENT (SEE NOTE 15)
DEVELOPER
BRIGHTON CORPORATION
BOISE, ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C1
20.00'
4.98'
14'16'38"
S6'40'34"E
4.97'
C2
341.23'
116.51'
19'33'47"
S80'27'38"E
115.94'
C3
520.00'
84.93'
9'21'28"
N4'13'25"W
84.84'
C4
330.00'
19.41'
3'22'12"
S7'13'03"E
19.41'
C5
330.00'
34.49'
5'59'16"
S2'32'19"E
34.47'
C6
50.00'
78.54'
90'00'00"
S45'41'35"W
70.71'
C7
50.00'
61.30'
70'14'33"
S34'25'41 "E
57.53'
C8
850.00'
281.45'
18'58'17"
S79'02'06"E
280.16'
C9
830.00'
108.55'
7'29'37"
S85'33'36"E
108.48'
C10
770.00'
15.35'
1'08'31"
N82'23'03"W
15.34'
C11
490.00'
80.89'
9'27'30"
N4'16'26"W
80.80'
C12
20.00'
21.61'
61'54'36"
N39'57'29"W
20.57'
C13
20.00'
5.20'
14'54'18"
N78'21'56"W
5.19'
C14
880.00'
64.16'
V10'38"
S83'43'46"E
64.15'
C15
880.00'
64.55'
4'12'09"
S79'32'22"E
64.53'
C16
880.00'
64.55'
4' 12'09"
S75'20' 13"E
64.53'
C17
880.00'
56.62'
3'41'10"
S7 1'23'33"E
56.61'
C18
80.00'
6.50'
4'39'27"
S67'13'14"E
6.50'
C19
80.00'
53.57'
38'21'50"
S45'42'35"E
52.57'
C20
80.00'
38.01'
27'13'15"
S12'55'02"E
37.65'
C21
20.00'
8.15'
23'21'26"
N10'59'08"W
8.10'
C22
20.00'
22.73'
65'06'49"
N55'1 3'15"W
21.53'
C23
860.00'
89.52'
5'57'52"
S84'47'44"E
89.48'
C24
740.00'
11.41'
0'53'01"
N82'15'19"W
11.41'
C25
800.00'
19.29'
1'22'53"
N82'30'15"W
19.29'
C26
800.00'
80.54'
5'46'06"
S84'41'51 "E
80.51'
C27
20.00'
32.02'
91'43'31 "
N46'33'21 "E
28.71'
C28
80.00'
7.67'
5°29'36"
S3'26'23"W
7.67'
C29
80.00'
44.85'
32'07' 14"
S22' 14'48"W
44.26'
C30
80.00'
25.28'
18'06'10"
S47'21'30"W
25.17'
PLAT OF
Bainbridge Hess Subdivision No. 2
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C31
80.00'
47.87'
34'17'00"
S73'33'05"W
47.16'
C32
300.00'
49.00'
9'21'28"
S4'13'25"E
48.94'
C33
550.00'
55.38'
5'46'07"
N6'01'05"W
55.35'
C34
550.00'
34.45'
3'35'21 "
N1'20'21 "W
34.45'
C35
20.00'
33.09'
94'48'12"
N47'51'26"E
29.44'
C36
820.00'
217.42'
15'11'31"
S77'08'43"E
216.79'
C37
20.00'
24.52'
70'14'33"
S34'25'41 "E
23.01'
C38
20.00
5.05'
14'28'39"
S7'55'55"W
5.04'
C39
20.00'
26.36'
75'31'21"
S52'55'55"W
24.49'
C40
341.23'
29.58'
4'58'03"
S87'45'30"E
29.58'
C41
341.23'
78.32'
13'09'00"
S78'41'59"E
78.14'
C42
341.23'
8.61'
1'26'44"
S71'24'07"E
8.61'
C43
130.00'
84.70'
37'19'45"
S17'58'17"E
83.21'
C44
105.00'
65.78'
35'53'31 "
S 17 15'1 0"E
64.71'
C45
130.00'
22.33'
9'50'34"
S31'42'53"E
22.31'
C46
130.00'
62.36'
27'29'11"
S13'03'00"E
61.77'
LINE TABLE
LINE
DISTANCE
BEARING
L1
60.01
N88'47'23"W
L2
37.69
SO'27'19"W
L3
21.97
S8'54'09"E
L4
26.52
N89' 18'25"W
L5
20.86
N44'43'06"E
L6
20.86
S43'20'25"E
L7
13.52
S45'27'19"W
L8
14.14
S44'1 8'25"E
L9
22.40
N62'47'18"W
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. LOT 8, BLOCK 5 IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE
ACCESS FOR LOTS 6 AND 7, BLOCK 5. SAID LOT 8, BLOCK 5 SHALL BE OWNED BY THE
BAINBRIDGE OWNERS ASSOCIATION, INC., OR ASSIGNS, AND THE OWNERS OF THE LOTS THAT
BENEFIT FROM THE COMMON DRIVE SHALL MAINTAIN, REPAIR AND/OR REPLACE SAID COMMON
DRIVES AT THEIR OWN COST AND EXPENSE. LOT 8, BLOCK 5 IS SUBJECT TO A BLANKET
EASEMENT FOR PUBLIC UTILITIES AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION.
7. LOTS 1 AND 11, BLOCK 3, LOTS 1 AND 10, BLOCK 4, LOTS 1 AND 16, BLOCK 5 AND LOT 1,
BLOCK 6 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.
8. UNLESS SHOWN OTHERWISE, 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, 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. UNLESS SHOWN OTHERWISE, 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. ALL OF LOT 11, BLOCK 3, LOTS 1 AND 10, BLOCK 4 AND PORTIONS OF LOTS 10, BLOCK 3, LOTS
2, 9, 11 AND 18 BLOCK 4 AND LOTS 1-4, BLOCK 5 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 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. 2015-004889 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 5 AND 6, BLOCK 5 ARE SUBJECT TO A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES
AS SHOWN HEREON.
ON NL LAND
�4��c\2E
12459
(p �o
99 qTF OF SOP �O
L. 8 -\'P
S'1S'2or8
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 Hess Subdivision No. 2
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 WEST 1/2 OF THE NORTHWEST 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 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 WESTERLY LINE OF SAID NORTHWEST 1/4, N00'29'05"E 1,649.13 FEET TO A POINT;
THENCE LEAVING SAID WESTERLY LINE, S89'18'25"E A DISTANCE OF 695.32 FEET TO A FOUND 5/8—INCH REBAR MARKING THE
NORTHEAST CORNER OF BAINBRIDGE SUBDIVISION No. 1 AND BEING THE POINT OF BEGINNING.
THENCE FOLLOWING THE SUBDIVISION BOUNDARY OF RAMBO SUBDIVISION, S89'18'25"E A DISTANCE OF 628.75 FEET TO A FOUND
5/8—INCH REBAR MARKING THE NORTHWEST CORNER OF BAINBRIDGE CONNECTION SUBDIVISION;
THENCE LEAVING THE SUBDIVISION BOUNDARY OF RAMBO SUBDIVISION AND FOLLOWING THE WESTERLY SUBDIVISION BOUNDARY OF
SAID BAINBRIDGE CONNECTION SUBDIVISION, S00'27'19"W A DISTANCE OF 330.03 FEET TO A FOUND 5/8—INCH REBAR MARKING
THE SOUTHWEST CORNER OF SAID BAINBRIDGE CONNECTION SUBDIVISION;
THENCE LEAVING SAID WESTERLY BOUNDARY AND FOLLOWING THE SUBDIVISION BOUNDARY OF BAINBRIDGE SUBDIVISION No. 2 (A
SUBDIVISION ON FILE IN BOOK 108 OF PLATS, PAGES 15246-15251, RECORDS OF ADA COUNTY, IDAHO);
THENCE FOLLOWING THE SUBDIVISION BOUNDARY OF BAINBRIDGE SUBDIVISION No. 2 THE FOLLOWING COURSES:
1. S00'27'19"W A DISTANCE OF 614.36 FEET TO A FOUND 5/8—INCH REBAR;
2. N89'20'14"W A DISTANCE OF 129.50 FEET TO A FOUND 5/8—INCH REBAR;
3. 4.98 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A DELTA
ANGLE OF 14'16'38", A CHORD BEARING OF N06'40'34"W AND A CHORD DISTANCE OF 4.97 FEET TO A FOUND 5/8—INCH
REBAR;
4. N88'47'23"W A DISTANCE OF 60.01 FEET TO A FOUND 5/8—INCH REBAR;
5. 116.51 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 341.23 FEET, A
DELTA ANGLE OF 19'33'47", A CHORD BEARING OF N80'27'38"W AND A CHORD DISTANCE OF 115.94 FEET TO A FOUND
5/8—INCH REBAR;
6. THENCE N70'40'45"W A DISTANCE OF 346.10 FEET TO A FOUND 5/8—INCH REBAR ON THE EASTERLY SUBDIVISION BOUNDARY
OF SAID BAINBRIDGE SUBDIVISION No. 1;
THENCE LEAVING SAID SUBDIVISION BOUNDARY OF BAINBRIDGE SUBDIVISION No. 2 AND FOLLOWING THE SAID EASTERLY SUBDIVISION
BOUNDARY OF BAINBRIDGE SUBDIVISION No. 1, N00'41'35"E A DISTANCE OF 810.59 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 13.047 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.
DALLAS HESS, PRESIDENT
DALLAS HESS, INC.
ACKNOWLEDGMENT
STATE OF IDAHO
ADA COUNTY SS
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON
DALLAS HESS, INC.
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES
2018, BY DALLAS HESS, AS PRESIDENT OF
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 HESS SUBDIVISION No. 2 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.
AARON L. BALLARD, P.L.S. 12459
NpL LA
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12459- )m
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DEVELOPER
BRIGHTON CORPORATION
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX (208) 639-6930
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
PLAT OF
Bainbridge Hess Subdivision No. 2
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.
DATE
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 HESS SUBDIVISION No. 2 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 EX—OFFICIO RECORDER
FEE: O\GrN
L LAND
12459
99 pqTF OF 0���0
L. B
DEVELOPER
BRIGHTON CORPORATION
BOISE, ID
ENGINEERS. SURVEYORS. PLANNERS
9233 WEST STATE STREET
BOISE, IDAHO 83714
PHONE (208) 639-6939
FAX(208)639-6930