Bainbridge�5 V, L077 f �� V�7 9(o
Curve Table
Curve Table
SEGMENT
LENGTH
RADIUS
DELTA
CH BRG
CH LEN
SEGMENT
LENGTH
RADIUS
DELTA
CH BRG
CH LEN
C1
193.12'
594.06
18'37'40"
147959'35"W
192.27'
C66
35.25'
30.00'
6719'45"
S55'3V32'E
33.26'
C2
31.42'
20.00'
90'00'00"
S45'41'35"W
28.28'
C67
30,77'
20.00'
88'09'47'
S467'42"W
27.93'
C3
31.42'
20.00'
90WOO"
N44'1825'W
2&28'
C69
95.37'
740.00'
6'36'37'
N86'00'06"W
85.33'
C4
31.42'
20.00'
90'WDO"
N45'41'35"E
2&28'
C69
85,36'
770.00'
6'21'06"
N86'052"W
85.32'
C5
31.42'
20.00'
90'00'OT
N4418'25'W
26.28'
C70
85.35'
800.00'
6'06'45'
N8615'02"W
85.31'
C6
13.02'
80.W
919'41'
S84'38'34"E
13.D1'
C71
31.36'
20.00`
89'S0'25"
S44"23'12"E
28.24'
C7
36.79'
80.OD'
26'20'51"
S66'48'18"E
36.46'
C72
25.35'
130.00'
1116le
N2832'09"E
25.31'
"INAL PLAT
MERIDIAN,
BAINBRIDGE SUBDIVISION NO. 1
ADA IDAHO
'
2014
�1
C8
C9
C10
Cif
C12
40.43'
80.00'
28'57'18'
S3WO9'13'E
40.00'
C73 62.72' 115.00' 3114'57' N16'19'04'E 61.95'
C74 52-62' 100.00' 30'08'S6" N15'46'03"E 52,01`
�'J'G ,gyp• �
QtY BASIS OF BEARING
S.21 S.22 S89°17°17'E 2647.15' •� 2
L
40.43'
80.00'
28'57'IS"
S10'11'55"E
40.06
0.91'
BOXY
O'39'14"
SO4'36'21'W
0.91'
8224'
50.06
94'14'23'
S42'11'13"E
73.28'
32.90'
20.00'
94'14'23'
S42`11*137
29.31'
C13
C14
C15
C16
C17
Ci8
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
50.63'
2550.00'
1`08'15'
N04'21'51"E
50.63'
64.06'
2550.00'
1'2621'
NO3'04'33'E
64,06'
64.01'
2550.00'
1'26'i8"
N0138'13'E
64.01'
64.W
2550.OW
1'26'17'
N00"11'56"E
64.00'
64.04'
2550.00'
1'26'2D'
NOi'14'23'W
64.04'
5076'
2550.OW
1'08'26"
ND2'31'46"W
50.76'
353.2V
2520.00'
8'01'57"
NOO'S5'OO'E
353.0C
59.20'
2490.00'
1'21'44'
N04"15'06'E
59.2D'
60.CW
2490.D0'
1'22'54'
NO2'52'47'E
60.04'
60,01'
2490.00'
122'51"
N01'29'55"E
60.01'
60.00'
2490.00'
1'22'51'
NOO'07'DeE
60.00'
60.04'
249D.00'
12253'
N01'15'48'W
60.03'
49.79'
2490.OW
1'08`44"
NO2'31'37'W
49.79'
1D.30'
8D.00'
7'22'37"
SOO'35'2O"W
10,29'
42.85
80.00'
30'41`23"
S193720"W
42.34'
44.97'
80.00`
32'12'17"
S51'04'i0'W
44.38'
32.84'
80.00'
2331'17'
S78'55'57"W
32.61'
C30
C31
C32
C33
81.85'
50.00'
9347'34'
S4347'48"1W
73.01'
32.74`
20.00'
93'47 34"
S4347'48'W
29.20'
30.19,
20.00'
86 2853'
N46'03'58"W
27.40'
75.41
5O 00'
8628'53'
N46'03'58"W
68 51'
Line Table
SEGMENT
BEARING
LENGTH
LI
S00'41'35"W
50.06'
L2
N39'4V46"W
39.43'
L3
N4541'35"E
15.00'
L4
N5455'30"E
35.45'
L5
N89'18'25'W
17.6E
L6
N89"1625'W
2.78'
L7
S00'41'35"W
10.76'
L8
N89'18'25"W
16.83'
L9
N89'18'25'W
67.13'
L10
N89'18'25"W
18.29'
L11
S89'18'25"E
50.25
L12
N4418'25W
15,00'
L13
S89'18'25"E
49.39'
L14
S89'18'25'E
60.00'
L15
S7W40'45"E
14.39'
L16
S70'40'45"E
14,39'
L17
S89'IV25"E
97.03'
L18
S89'18'25"E
103.48'
S.28 S.27 W. CHINDEN BLVD. (HIGHWAY 20/26) � � � 1/4 S 27
C34
C35
C36
C37
C38
C39
C40
C41
BLOCK 3
(D
k
�66
�'6,g 5
46.22'
80.00'
33'06'18"
N7245'16"W
45.58'
15.16'
8O.OW
10'51'36"
N50'4VI9'W
15.14'
15.73'
80.DO'
ii'15'5V
N39'42'33"W
15.70'
40.53'
80.00'
29'01'49"
N1933'40'W
40.10'
3.10'
80.00'
2'13'14"
N0356'09'W
3.1W
56.99'
2850.00'
1'08'44"
NO2'15'09"W
56.99'
60.OS
285O.OD'
1'1225
N01'04'35"W
6US
50.06'
285O.OV
I'00'23"
NOO'01'49"E
50.06'
C42
C43
C44
C45
C46
C47
C48
215.18'
2820.00'
422'19'
N00'38'22'W
215.1E
53.30'
2790.00'
1'0540'
NO2'16'41'W
53.30'
64.03'
2790.OV
1'18'54'
NOI'44'24'W
64.OS
64.00'
2790.00'
1'18'52"
N00'14'29"E
64,00'
64.01'
2790.00'
1'ieW
N013Y21'E
64.01'
64.05'
2790.00'
1"I8'55'
NO2'52'14"E
64.05'
53.47
2790.00'
1'05'53'
N04'04'38'E
53,47'
0 100' 200'
m
co
m
o RAMBO SUBDIVISION
" SCALE: 1'° = 100'
$ �,
(S8918'34"E)
S89'18'25'E 48.00'
POINT OF BEGINNING
(S8918'34'E)
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S89'18'2
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11 Do'
60.00'
60.00'
60.00'
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89'18'25'E
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C34 9'18'25"E
129.69'
jbz� 89`1825'E
v O 127.62'
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(S89'18'34"E)
S89'18'25"E 628,75'
C&8918 25 E Uj
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125.79'
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T 00.25 100.25 c> 918 25 E U
C49 151.58' 2820.00' 3'd4'47' NO3'O5'11'E 1514C m cool LLUC) t ! W. HUNGRY CREEK ST. 'roe 130.33' �1 '
U I N8918-25"W o 0 o h 6 C1r1 $
C50 55.61' 2850.00' 1'005' NO3'05`21"E 55.61' 30' WIDE COMMON `t co L17 L18 �
w o I 110.00, , w�
CROSS -ACCESS J � M M C57 25 E 126.25'
C51 48.66' 2850.00' O'58'41' N04'08'14"E 48.66` DETAIL 'A' ¢ r~ cv� °'*- 15' NOTE 3M c
EASMENT NOTE 6 x := r7 C6 47.OS �' m 53.48'
C52 11.56' 8D.00` 8'16'36' N08'45'52"£ 11.55` -NTS- c o �I "' li o 1
C53 48.54' 80.00' 34'45'47" N30'17'D4"E 47.80' I J I "" 4� 470 I 3V 30' 4465 -- C, --I 5' NOTE 1
SEE DETAIL A ca
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C54 15.37 80.00' 11 OO 36 N53'D9'53'E 15.35 - sip. : ° /
C55 15.02' 80.00" 10'45'36" N64'02'59"E 15.00 139I O' :� t1} o o �nCD
(� }
C56 23.16' 80.00' 16'3V09* N77'43'22'E 23.08' T' ' � - - Flp 25.00' - - cn X v> - - d .t �✓
- 120.00' _ 49.39 ^a a L13 $ I �
e" - S89'18'25"E 169.39' : r �C J� - -L14- - ran_ , `"
C57 US 80.00' 4'40'39" N8821'16'E 6.53' � 30' r' 1 L'6, 66.00. 76.00
r, ' WIDE COMMON b 256.96 39.47` 1
C58 75,11' 50.00' 86i14'Dt' N47330
9'35'E 68.24' �' S89`18'25"E 142.00' -
J c> CROSS -ACCESS _F I�
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C59 3004' 20.00' 86114'01' N47'39'35"E 27.30' co c EASMENT NOTE 6 0 "' �S8918'25"E 332.33'_ S8918'25"E C62
lc, o W. VANDERBILT DR. 0 89.47' -- o
C60 31.42' 20.00' 9D'40'Dd° S45'41'35W 28.28' N o '� .... ..� C63 jy$
C61 31.42' 20.00` 90'00'04' S4418'25"E 28.28' 6`3`s N8918'25"W 256.96' � 30'30 0 �_'!, +� ^ 41
C62 212.63` 654.00' 1837'4D" N79'59'35"W 211.69' `� �' @21 S38-24'46"W N8918'251 N8918'25"W o S1919'15"w
C63 202.87' 624.00' 18'040' 1479'59'35"W 201.98, 41.09' 60.00' 39.47' '
60
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C64 49.60' ROW 4721'42" S5024'43"E 48.20' DETAIL ' B' N8918'25"W 48.00' 14.39'
C65 4&94' 45.00' 621W55* S58W'57"E 46.57' -NT S- ,�¢ �, U N P L A T T E D
S.28 S.27
1/4
Q
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------------
28
(S89'18'34'E)
FOUND BRASS OR ALUMINUM CAP MONUMENT
SET 5/8"x 24" REBAR
WITH PLASTIC CAP, PLS 7880
SET 1/2"x 24" REBAR
WITH PLASTIC CAP, PLS 7880
FOUND 5/8" REBAR AS SHOWN
CALCULATED POINT (NOT SET)
SUBDIVISION BOUNDARY LINE
LOT UNE
SECTION LINE
CENTERLINE
RIGHT-OF-WAY LINE
EASEMENT LINE
LOT NUMBER
RECORD DATA
NOTES
1.
ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION BOUNDARY
PLS 8726
HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION
BOUNDARY ANGLE POINT
EASEMENT, UNLESS DIMENSIONED OTHERWISE.
OF RAMBO SUBDIVISION 2.
EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE
AND PROPERTY IRRIGATION EASEMENT UNLESS DIMENSIONED OTHERWISE.
3.
A TEN (10) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT IS
HEREBY DESIGNATED ALONG THE REAR LOT LINES UNLESS DIMENSIONED OTHERWISE.
4.
LOTS 1, AND 5-11, BLOCK 1; LOTS 6-12, BLOCK 2; AND LOT 8, BLOCK 3; OR A PORTION OF SAID LOTS
AND BLOCKS 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 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.
5.
LOT 1. BLOCK 1; AND LOT 1, BLOCK 3; ARE DESIGNATED AS COMMON LOTS AND SHALT. BE OWNED AND
MAINTAINED BY THE BAINBRIDGE OWNERS ASSOCIATION OR ASSIGNS.
6.
LOTS 19, 20 AND 21, BLOCK 1; SHARE AN EASEMENT FOR A COMMON DRIVEWAY, AND LOTS 3, 4 AND 5,
BLOCK 3; SHARE AN EASEMENT FOR A COMMON DRIVEWAY AS DEFINED IN THE MASTER DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS FOR BAINBRIDGE SUBDIVISION, AS AMENDED FROM TIME TO
TIME, SAID EASEMENT SHALL BE MAINTAINED BY THE LOT OWNERS AS DESCRIBED THEREIN.
7.
THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT
CERTAIN MASTER DECLARATION, OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR
BAINBRIDGE SUBDIVISION AS AMENDED FROM TIME TO TIME.
B.
IN COMPLIANCE WITH THE IDAHO CODE- SECTION 31-3805 THE OWNER OF THIS SUBDIVISION HAS PROVIDED
AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE SUBDIVISION WILL BE OBLIGATED FOR
ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT FOR SAID IRRIGATION WATER,
9.
THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE OWNED & MAINTAINED BY THE
BAINBRIDGE OWNERS ASSOCIATION.
10.
ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED
SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
11.
BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH
THE DIMENSIONAL STANDARDS OF THE R-8 ZONING DISTRICT IN EFFECT AT THE TIME OF ISSUANCE OF
BUILDING PERMITS.
12.
THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE
HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
13.
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."
14.
THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS RECORDED IN
INSTRUMENT NO. 114014927, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE OWNED
AND MAINTAINED BY THE BAINBRIDGE OWNER'S ASSOCIATION OR ASSIGNS.
15.
DIRECT LOT ACCESS TO N. BLACK CAT ROAD AND W. VANDERBILT DRIVE IS PROHIBITED.
16.
THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 106141058,
OFFICIAL RECORDS OF ADA COUNTY, IDAHO.
THE LAND GROUP
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 836t6
Fh. 208,939.4041 F=208.939.4445
www. thetandgrou pinc, com
PN 113019 SHEET 1 OF 3