Zebulon Heights #5PLAT SHOWING
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CP&F NO. 98116070 32
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LOCATED IN THE NE 1 /4 OF SECTION 32, T.4N., R.1 E., B.M.
MERIDIAN, ADA COUNTY, IDAHO
2012
29128
W.74' 2
POINT OF
'- BEGINNING
S 3702'55" E
-- 82.98'
S 2G 18'05' E
/ wag'
S 3707'59' E
r� 23.78'
�ETlSt`MJ MERIGI,Pw Ci7Y 5�`1/�dRY
/� � SEWER RNO �ATe"R tASEMFvT-
/� r`NS7RJMENT N0. ?F7115461?
11 1 100 200 300
0
FOUND BRASS CAP
CP&F NO. 98089064
S 4745'30" E
41193'
S 33'12'03" E
44.15'
S 26'29'010 E
17.93'
S 44'0448' E
64.37'
S6,01'14'E
43.86'
�B S 71'02'01" E
so 8.96
LINE
LINE TABLE
BEARING
DISTANCE
L1
S 27'03'47" W
50.00'
L2
N 62'56'13" W
30.96'
L3
S 81'43'33" W
26.38'
L4
S 40'28'23" W
17.95'
L5
S 62'56'13" E
30.96'
L6
N 40'28'23" E
60,00'
L7
N 51'45'18" E
10.00'
L8
IN 4C'28'23" E
17.95'
L9
N 00'46'46" W
26.38'
L i 0
S 62'56' 13" E
30.96'
L11
N 87'11'22" W
30.16,
L12
N 43*07'41" F
62.20'
L13
N 27'20'12" E
92.80'
L 14
N 30'04'06" E
51.13,
L15
N 40'28'23" E
78.65'
L16
N 06'45'18" E
28.28'
CURVE
DELTA
CURVE
RADIUS
TABLE
LENGTH
TANGENT
CHORD
CHORD BRG.
C1
01'40'13"
525.00
15.30
7,65
15,30
S 42'49'46" E
C2
05'54'55"
325.00
33.55
16.79
33.54
N 59'58'45" W
C3
12'18'48"
375.00
80,59
40,45
80,44
S 34'18'59" W
C4
16'24'59"
375.00
107.44
54.09
107.08
N 07'39'08" W
C5
09'24'28"
325.00
53.36
26.74
53.30
S 84'44'24" E
C6
45'46'45"
350.00
279.65
147.77
272.27
S 66'33'16" E
C7
20'48'13"
500.00
181.55
91-78
180.55
S 331546" E
C8
26'39'57"
300.00
139.62
7 1, 10
138.37
S 36' 11'38" E
C9
13'24'36"
300.00
70.21
35.27
70.05
S 56'13'55" F
C10
28'37'09"
300.00
149,85
76,52
148.30
N 3T26'44" E
C11
17'20'14"
400.00
121.04
60.98
120.56
N 31'48'16" E
C12
14'18'27"
350.00
87.40
43.93
87.17
N 31'05'28" W
C13
56'05'56"
350,00
342.69
1,86.49
329.16
N 51'59'12" W
C14
13'10'08"
375.00
86.19
43.29
86,00
S 82'51'35" E
C15
13'04'49"
375.00
85.61
42.99
85.42
S 69'44'06" E
C16
12'33'14"
375.00
82A 6
41.25
82-00
S 56'55'05" E
C17
06'58'35"
375.00
45.66
22.86
45,63
S 47'09'10" E
C18
09'20'53"
525.00
85,66
42,92
85,56
S 37'19'13" E
C19
09'47'07"
525.00
89.66
44,94
89.55
S 27'45'13" E
C20
25749'46"
275.00
123.97
63.06
122.92
S 35746'32" E
C21
14'14'47"
275.00
68,38
34.37
68.20
S 55'48'49" E
C22
16,10*16"
325.00
91.73
46.17
91,42
S 81'21'31" E
C23
16'55'00"
325.00
95,96
48.33
95.61
S 64'48'53" E
C24
12'41'30"
325.00
71.99
35.14
71,84
S 50'00'38" E
C25
02'26'30"
475.00
20.24
10,12
20.24
S 42'26'38" E
C26
09'54'33"
475.00
82,15
41.18
82,05
S 36'16'06" E
027
08'27'10"
475.00
70.08
35.10
70.01
S 27'05'15" E
C28
04'34'03"
325.00
25.91
12.96
25.90
S 25'08'41" E
C29
14'08'22"
325,00
80.20
40,31
80,00
S 34'29'54" E
C30
00'27'51"
325.00
2.63
1.32
2.63
S 41'48'00" E
C31
06'41'05"
325.00
37.92
18.98
37.90
N 34'54'09" W
C32
07'37'22"
325.00
43.24
21,65
43.21
N 27'44'55" W
C33
07'1549"
375,00
47.54
23.80
47.51
N 27'34'09" W
C34
12'33'25"
375.00
82.19
41.26
82,02
N 37'28'46" W
C35
12716'48"
375,00
80.37
40.34
80.22
N 49'53'53" W
C36
12'03'33"
375.00
78.93
39.61
78.78
N 62'04'03" W
C37
11'56'21"
375.00
78.14
39.21
78.00
N 74704'00" W
C38
08'42'00"
375,00
56,94
28.53
56.89
N 28'17'14" W
C39
04'19'25"
325.00
24.52
12.27
24.52
S 26'05'57" E
C40
14'09'28"
325.00
80.31
40.36
80.10
N 35'20'23" W
C41
14'25'35"
325.00
81,83
41.13
81.61
N 49'37'54" W
C42
23*11'29"
325.00
131.55
66,69
130.65
N 68'26'26" W
C43
06'52'21"
325.00
38.98
19.52
38.96
N 48'19'08" E
C44
13'25'45"
325.00
76.17
38.26
76.00
N 38'10'05'* E
C45
08,19,03"
325.00
47.18
23.63
47.14
N 27'1741" E
C46
05'01'26"
375.00
32,88
16.45
32.87
N 25'38'52" E
C47
20'43'49"
275.00
99.50
50.30
98.96
N 33'30'04" E
C48
17'20'14"
425.00
128.60
64.80
128.11,
N 31'48'16" E
C49
05'36'27"
375.00
36.70
18.37
36.69
N 35'26'28" W
LEGEND
-- - -
SUBDIVISION BOUNDARY
- -
SECTION LINE
RIGHT-OF-WAY LINE
-
CENTERLINE
LOT LINE
- - - - --- -
EASEMENT LINE
?TTi77nnrr1TTTTnnnr1717,
EASEMENT- 8' EASEMENT FOR SIDEWALK
n-r�7r-r�7a
EASEMENT- 13' EASEMENT FOR MULTI -USE PATHWAY
SURVEY TIE LINE
EXISTING LOT LINE
FOUND BRASS CAP
•
SET 5/8*x30* REBAR w/PLASTIC CAP
•
SET 1 /2"x24' REBAR w/PLASTIC CAP
O
FOUND 5/8' REBAR, PLS 4431 OR AS NOTED
1'WC
WITNESS CORNER AT DISTANCE INDICATED
o
CALCULATED POINT, NOT SET
1 1
LOT NUMBER
■ K Ji�i .,
1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION,
AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL
NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
2, UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY
INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION
BOUNDARY.
3, ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT
AT THE TIME OF THE RESUBDIVISON.
4. THIS SUBDIVISION FALLS WITHIN THE SETTLERS IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO
THE ASSESSMENTS OF SAID DISTRICT. THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH
A PRESSURIZED IRRIGATION SYSTEM IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805, MAINTENANCE
OF THE PRESSURE IRRIGATION SYSTEM SHALL BE THE RESPONSIBILITY OF THE ALPINE POINTE HOMEOWNERS'
ASSOCIATION, OR ITS ASSIGNS.
5, BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE
APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS SPECIFICALLY APPROVED UNDER
CUP-05-019.
6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF
THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH
GROUNDWATER ELEVATION.
8, LOTS 8 AND 16, BLOCK 8; AND LOT 14, BLOCK 9; ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY
THE ALPINE POINTE HOMEOWNERS' ASSOCIATION, OR ITS ASSIGNS, AND ARE COVERED BY BLANKET
EASEMENTS FOR PUBLIC UTILITIES AND IRRIGATION,
9, LOT 8, BLOCK 8, IS SERVIENT TO AND CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM, THIS LOT IS
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.
10. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT -TO -FARM, WHICH STATES THAT ND
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
NON-AGRICULTURAL 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.
11. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT
NO. 106111627, RECORDS OF ADA COUNTY, IDAHO,
12. ALL FRONT GARAGE SETBACKS SHALL BE 20 FEET AS MEASURED FROM THE PROPERTY LINE OR THE BACK
OF SIDEWALK, WHICHEVER IS MORE RESTRICTIVE.
13. REFER TO RECORD OF SURVEY NO, 6356 FOR ADDITIONAL SURVEY INFORMATION.
14, ALL LOTS WHICH ARE ADJACENT TO PUBLIC RIGHT-OF-WAY ARE AFFECTED BY ADA COUNTY HIGHWAY
DISTRICT SIDEWALK EASEMENTS, FILED AS INSTRUMENTS NOS, 107018474 AND 112071247, ADA COUNTY
RECORDS.
15. PORTIONS OF THIS PLAT AS DELINEATED HEREON ARE COVERED BY A CITY OF MERIDIAN MULTI -USE PATHWAY
EASEMENT, FILED AS INSTRUMENT NO, 112054620, ADA COUNTY RECORDS. THE CITY OF MERIDIAN WILL BE
RESPONSIBLE FOR THE MAINTENANCE OF THE PATHWAY SURFACE AT SUCH TIME THAT THE PATHWAY
CONNECTS FROM ONE MAJOR STREET TO ANOTHER AND IS GREATER THAN 1/2 MILE LONG, UNTIL SUCH
TIME, THE HOA SHALL BE RESPONSIBLE FOR MAINTENANCE.
16. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT
RECORDED AS INSTRUMENT NO, 112071248, RECORDS OF ADA COUNTY, IDAHO.
17. PORTIONS OF THIS PLAT AS DELINEATED HEREON ARE COVERED BY AN ADA COUNTY HIGHWAY DISTRICT
STORM DRAIN EASEMENT, FILED AS INSTRUMENT NO. 107018473, ADA COUNTY RECORDS.
SHEET 1 OF 2
"111C'-I'LI_E.�,�.1),NL 08;'20/12 PAC
TRADITIONS BY AMYX II, LLP
DEVELOPER
BOISE, ID
EfIGINEERING
SOLUTIONS,,
MERIDIAN, IDAHO
Lan oiu#ions
Land Surveying and Consulting
231 E ft SL Sts. A, Mw Wkm ID 83842
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