HomeMy WebLinkAboutRecorded Plat-FS8 and PP1_Gander Creek V12
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N8641'58"W 472.6---®--�
MGFADDEN DRAIN O
� CRC DR.
W. DAKOSA
W.
GRAND RAPIDSDR.
16 15 14 13 12
5
N82'03'48"
m► 571.89'
UNPLATTED
LEGEND
-- SUBDIVISION BOUNDARY
SECTION LINE
LOT LINE
— — — FEMA FLOOD HAZARD BOUNDARY
(SEE NOTE 16)
............ SURVEY TIE LINE
LOT NUMBER
ro UNPLATTED ® FOUND BRASS CAP
Cl/4 MONUMENT
FOUND ALUMINUM CAP
� ® REFERENCE DOCUMENTS: MONUMENT
SET 5/8" x 24' IRON PIN
R.O.S.: 1221, 2713, 4407, 4790, 10735 & 11348 YOUTH PLASTIC CAP, PLS 11779
®W C SET 5/8" IRON PIN NATNESS CORNER,
WARRANTY DEED: 2020-151999 AS NOTED, MARKED "PLS 11779 W.C."
A CALCULATED POINT
SURVEYORS NARRATIVE: ® FOUND 1/2" IRON PIN, PLS 3627
RESET WITH 5/8" IRON PIN, PLS 11779
The purpose of this survey is to subdivide the property shown hereon. The property is portion of the
property shown on Record of Survey No. 1221, recorded on March 28, 1988 as Instrument No.
8814015, records of Ada County, Idaho. the record bearing of S00'36'35"W as shown on Record of
Survey No. 10735 recorded on December 13, 2016 as Instrument No. 2016-120640, records of Ada
County, Idaho was used for the north -south centerline of Section 32, T.4N., RAW. B.M., Ada County, 100
Idaho, and the basis of bearing for this plat. The monuments found per said Record of Survey No.
1221 are in substantial agreement and were held as controlling comers to establish the northerly
S.29 S.28 PLAT SHOWING
-- S.32 S.33 GANDER CREEK SOUTH
2oao-oaon 2� SUBDIVISION NO. I
l' & LOCATED IN THE NE 1 /4
e"E 2 zI OF SECTION 32, T.4N., RAW., BOISE, MERIDIAN,
r�- CITY OF MERIDIAN, ADA COUNTY, IDAHO
4._ Zone -A.NOTES: 2021 N a! Zone 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Gander Creek
x,
O rB South Homeowners' Association and a Permanent Public Utilities and Property
Drainage Easement is hereby designated along all lot lines common to a Public
Right -of -Way and along all rear lot lines unless otherwise shown. A five (5) foot
wide Property Drainage Easement is hereby designated along each side of interior
r>a lot lines unless otherwise shown.
d 2. Portions of Lot 5, Block 1, Lot 1, Block 2, Lot 7, Block 3 and Lot 8, Block 4 are
servient to and contain the ACHD Storm Water Drainage System. These lots are
21.07'
S56'41'26"101!
63.70'
Curve Table
Curve
Length
Radius
I Delta
Bearing
Chord
C1
196.72'
543.72'
1 20'4149"
S87'14'49"E
1 195.6W
0 50 100
southerly and westerly subdivision boundary lines. The easterly subdivision boundary line is established SCALE IN FEET
by this plat. 1" = 100'
200
NOTE:
SEE SHEET 3 OF 5 FOR
LINE & CURVE TABLES
CODY M. MCCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD ST
BOISE, ID 83704
encumbered by that certain Master Perpetual Storm Water Drainage Easement
recorded on May 8, 2009 as Instrument No. 109053259 and 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 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.
3. Any Re -Subdivision of this Plat shall be in compliance with the most recently
approved Subdivision Standards of the City of Meridian.
4. This development recognizes Idaho Code Section 22-4503. 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."
5. 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 District.
6. Irrigation water has been provided by Settlers Irrigation District in compliance with
Idaho Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to
Irrigation Water Rights and will be Obligated for Assessments from Settlers Irrigation
District.
7. Direct lot access to N. Owyhee Storm Ave. is prohibited with the exception for Lots
1 and 2, Block 6.
8. The bottom elevation of all structural footings shall be set a minimum of
12-inches above the highest established normal Ground Water Elevation.
9. Lots 1, 5, 18 & 30, Block 1, Lots 1 and 2. Block 2, Lot 7, Block 3, Lots 2 & 8,
Block 4, Lots 5, 9 & 19, Block 5 and Lot 1, Block 6 are common lots which shall
be owned and maintained by the Gander Creek South Homeowners' Association.
Lots 1, 18 & 30, Block 1, Lot 2, Block 4, Lots 5, 9 & 19, Block 5 and Lot 1,
Block 6 are subject to a blanket public utility and pressure irrigation easement. Lot
5, Block 1, Lots 1 and 2, Block 2 and Lot 8, Block 4 are subject to a blanket
pressure irrigation easement. Lot 1, Block 6 shall have a blanket access easement
for the benefit of Lot 2, Block 6.
10. ACHD Permanent Easement - See Inst. No. 2020-164343.
11. ACHD License Agreement - See Inst. No. 2021-008398.
12. Lot 5, Block 1 is subject to twenty-five (25) foot wide Nampa & Meridian Irrigation
District Easement for Maintenance and Operation of the Five Mile Creek as
delineated and referenced. Lot 2, Block 2 is subject to a blanket Nampa &
Meridian Irrigation District Easement for Maintenance and Operation of the Five Mile
Creek.
13. City of Meridian Easement - See Inst. No. 2021-025339
14. Nampa & Meridian Irrigation District License Agreement - See Inst. No.
2020-008114. Nampa & Meridian Irrigation District/Pioneer Irrigation District License
Agreement - See Inst. No. 2020-021126.
15. All lots in this subdivision will be subject to the CC&R's for the Gander Creek
South Homeowners' Association recorded in conjunction with this plat.
16. Portions of the subdivision are located within the FEMA determined Special Flood
Hazard Zone "A" and Zone "X" per Firm Panel No. 16001C0140J, effective date
06/19/2020 and approximately shown hereon. Flood Zones are subject to change
by FEMA and all land within a floodplain is regulated by the City of Meridian.
Inc.
f CAIVIL ENGINEERING I PLANNING I CADD
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I ` �'O SE2�18'W 17850 w.-- 58223'1LEGEND
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5.0 S89'26'14'E -- J
10.0' St-129.63'- - - LOT LINE
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SHEET 3. NOTE: =1=00� 'Ibb-
SEE SHEET 1 OF 5 FOR NOTES
SEE SHEET 3 OF 5 FOR LINE & CURVE TABLES
Easement Line Table
Line #
Direction
Length
E1
S8723'16'W
15.00
E2
S8703'48'E
15.26
E3
S736'44E
30.14
E4
S8723'16'W
65.00
E5
S4 00'40'E
32.81
E6
S48'4434'E
7.82
E7
S89.23'31'E
49.92
E8
N46.46'04'E
15.31
E9
S89.23.31"E
45.45
E16
Na723'16'E
115.01
E17
N736'44W
41.17
E18
S86'41'58'E
6.93
E19
SO.05'07'E
46.15
E20
N89.54.53'E
50.83
ACHD STORM DRAIN EASEMENT
(SEE NOTE 2)
•
SET 1/27 x 24" IRON PIN
VATH PLASTIC CAP, PLS 11779
•R.M.
SET 1/2- IRON PIN REFERENCE
CORNER, AS NOTED. MARKED
'PLS 11779 R.M.'
0
SET 1' MAGNETICALLY DETECTABLE
COPPER DISK MONUMENT, PLS 11779
®
SET 5/6' x 24' IRON PIN
Wr7H PLASTIC CAP, PLS 11779
®
FOUND 1/2' IRON PIN, PLS 3627
RESET VATH 5/8' IRON PIN, PLS 11779
®
CALCULATED POINT
100.00'
EASEMENT DIMENSION
Easement Curve Table
Curve g
I erlgth
Radiva
Wt.
I Bearing
I Ch rd
EC1 1
30.57
1 351.56
1 458'W'
I W03.46-W
1.30.56
21.07'
SHEET 2 OF 5
CODY M. MCCAMMON, PLS 11779
IDAHO SURVEY GROUP
WW W. EMERALD ST
BOSE, ID 83704
�IfE ID-
APPROVED
�a
02-12z
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
I
t
1
S
t
1
UNPLATTD
"'s CANAL- Fmo
N62'W 37'
0004"i 0♦ - a 0� � 00
See
C4 Note e O
„
r
O
1' W.C.
I
f I
I
I
1-f-10.0'
I
1
I
1
1
I
I
I
of
GANDER CREEK SOUTH SUBDIVISION NO
Line Table
Line 11
Direction
Length
L1
N1212'22"E
45.48'
L2
M33'0WWW
17.90
L3
S535818"W
1&vv
L4
N121222'E
45.62'
L5
N52'3W44'W
21.21'
L6
N372SWE
18.38'
L7
N18'WO4"W
8.49'
L8
S5259'58"E
8.49'
L9
N414544"E
22.78'
LIO
N44'23'31"W
21.21'
L71
S45-WWW
19.27'
L12
S00'38'35'W
1.64'
L13
SOO'W35'W
2.58'
L14
N44'23'26-W
19.28'
L15
S4536'29"W
21.21'
Line Table
Line #
Direction
Length
LIS
S44'23'31'E
18.71'
L17
S61'46'31'W
9.15
LIS
N13'00'01'E
9.15'
L19
S3773'16'W
21.21'
L20
52813'29'E
9.15'
L21
N765W59"W
9.15'
L22
S5236'44'E
21.21'
L23
N12'lr22'E
45.10'
L24
S4536'29'W
18.71'
L25
N13'07*05"E
23.50'
L26
M13'OrD5'E
23.50'
L27
N0736'44W
23 51Y
L28
N0736'44"W
23.50'
L29
SS925'52"E
23.50'
L30
S897552-E
23.50'
Easement Line Table
Line f
Direction
Length
E7
S89'23'31'E
49.92
E9
S89'23'31 "E
45.45
E10
N45'48'21'W
33.51
E71
N89'23'31'W
103.64
E12
N50'55'14"E
8.39
E13
SO'36'291A/
43.78
E14
S44'23'31'E
15.36
E15
SBW2S31 "E
24.00
E20
N89'54'53'E
50.83
3
I�
NI
L\\
I
\\
1
\\yFfT
\\
I
BUCK 6
f
I
f
1
I
I �
vl
I 7.W
See Note 10
f 1 O z
�
120.02'
I 1
f I o
1 L13
_ ---
- - - - - - - - -
f
Curve Table
Curve 13
Length
Radius
Delta
Bearing
Chord
Cl
196.72'
543 72'
20'4349'
S8714 49'E
195,S5'
C2
180.81'
543.72'
19Wl C
SBB'OS'07'E
179.98'
C3
15.91'
543.72'
1'4035'
N77*43'13'W
15.91'
C4
16.66'
600.00'
1'35'27'
Sit'24'3WW
16.66'
C5
26.21'
600.00'
2'30'10"
N78O8'OU"W
26.21'
C6
217.09'
600.00'
20'43'49"
N8714'50'W
215.90'
C7
190.88'
600.00'
1S13'39'
NSB19'54"W
190.0r
CS
78.54'
50.00'
WOO -OD-
S377SI6"W
70.71'
C9
39.2r
50.OU'
4510`00'
S1453'16"W
38.27'
CIO
39.2r
50.00'
45'00'CO'
S5953'16"W
38.2r
C11
52.36'
367.00
810'30"
N0331'29'W
52.32'
C12
BC97'
SOW
97'22'26'
N4914'59E
75.11'
C13
42.49'
50.00'
48'41'13"
N2454'22E
41.22'
C14
42.49'
50.00'
4841'13'
N7335'35E
41.2r
C15
117.16'
300.00'
227r34"
S8644'55WW
116.42'
C16
92.89'
300.00'
1T44'24"
N84'2550'E
92.52'
C17
70.50'
300.00'
131r53"
N821r34"E
70.34'
CIS
22.39'
300.00'
416'32'
SS850'14"E
22.38'
C19
152.38'
100.00'
8718'27'
S43'02'44E
138.06'
C20
142.73'
100.00'
81'46'47'
S4179'53W
130.92'
C21
7&54'
50.00'
90'00'00'
N52'36'44'W
70.71'
C22
39.2r
50.00'
45'00'00"
N751D6'44-W
38.2r
C23
39.2r
50.00'
45'00'00'
N30'06'44'W
3&2r
C24
78.54'
50.00'
90'00'00"
55236'44"E
70.71'
C25
16.01'
576.50'
1'35'27'
N1174'38'E
16.00'
C26
0.44'
576.50'
0'02'39'
S7654'15'E
0.44'
C27
24.82'
576.50'
218'01'
S78'09'35"E
24.82'
C28
59.28'
576.50'
553'28'
S8270'19'E
59.25'
C29
59.28'
576.50'
553'28'
SS813'48'E
59.25'
C30
60.32'
576.50'
559'43'
N85'49'37E
60.30'
C31
4.44'
576.50'
016'29-
N823631"E
4.44'
C32
208.58'
576.50'
204349'
N8714'49W
207.45'
C33
41.63'
26.50'
90 OO"
N3773'18"E
37.48'
C34
55.72'
390.50'
810'30'
N0331'2rW
55.6r
C35
21.10'
390.50
310643-
N06MS52-W
21.09'
C36
15.04'
390.50'
1 212'23'
I NO374'49-W
15.04'
- 3SZ57'__------------� 60 0 30 60 120
Nals41'58"W 472.67'--�----�--
MCFADDEN DRAIN SCALE IN FEET
UNPLATTED 1" = 60'
I
Curve Table
Curve g
Length
Radius
Delta
Searing
Chard
C37
19.58'
390.50'
25r24"
N00'52'28'W
19.58'
C38
166.67'
55.00'
17337'45'
N4914'59'E
109.83'
C39
23.87'
55.00'
2451'40'
N25*WarW
23.68'
C40
31.86'
55.00'
33'11'28'
N035S31'E
31.42'
C41
20.54'
55.00'
217S47'
N3111'OB'E
20.42'
C42
30.38'
55.00'
3139'12'
N5T42'37'E
30.00'
C43
38.92'
55.00'
4082'55'
SBS11'19-E
38.12'
C44
21.10'
55.00'
2158'43"
S5455'30-E
2D.9r
C45
107.98'
276.50'
2272'34"
S884455W
107.30'
C46
9.23'
276.50'
154'46"
MMI'11'E
9.23'
C47
62.81'
276.50'
13'00'56'
N8930'5WE
62.88'
C48
35.9W
276.50'
T26'52"
N7917*04"E
35.9T
C49
37.9W
323.50'
6'4346"
N785W30"E
37.97'
C50
18&19'
123.50'
8718'27'
1443ro2'44'W
170.50'
C51
176.2r
123.50'
81'46'47'
S4179'53'W
161.69'
C52
53.45'
123.50'
24'4r53'
S131D015W
53 04'
C53
122.8r
123.50'
5658'54"
S5353'49W
117.ST
C54
16&54'
55.00'
17277*00'
N5236'44W
109.76'
C55
31.91'
5&00'
331431-
S5747'01'W
31.46'
C56
39.43'
55.00'
41'04'48-
N85'03'19'W
38.5W
C57
37.38'
55.00'
3S56'33'
N45'OY39"W
36.6r
C58
45.30'
55.00'
4711'17'
NDf'S8'44'W
44.03'
C59
11.52'
55.00'
11'59'51"
N2736'51'E
11.50'
CSO
41.63'
26.50'
90'00'00'
S52'36'44E
37.48'
061
11.90'
26.50'
25'43'09'
N207019'W
11.80'
C62
29.73'
26.50'
6416'51-
1165'28'19-W
2&20'
C63
165.54'
55.00'
17277'00-
S377S161W
109.76'
C64
11.52'
55.00'
11'S9'51"
S4250'19"E
11.50'
C65
45.30'
55.00'
47'11'17'
S131444E
44.03'
COG
37.38'
55.00'
3856'33"
S2949'11'W
36.6r
C67
39.43'
55.00'
4110448"
S69'49'51'W
38.59'
CBS
31.91'
55.00'
3314'31"
N731D0'29"W
31.46'
C59
161.B3'
523.50'
145217'
S89 49'25"W
161.38'
C70
43.68'
623.50'
400'49"
SS413'4O'W
43.6r
C71
59.33'
623.50'
57rO7'
SB9107'38'W
59.31'
C72
5&S3'
623.5O'
57421"
1 N8576'37'W
58.81'
-_----LEGENUDBDIVISION
BOUNDARY
- - - - - - -=
EASEMENT LINE (SEE NOTE 1)
------------
- EXISTING EASEMENT LINE (AS NOTED)
- - - -
STREET CENTERLINE
LOT LINE
OLOT
NUMBER
ACID STORM DRAIN EASEMENT
(SEE NOTE 2)
•
SET 1/2' x 24' IRON PIN
1WTH PLASTIC CAP, PIS 11779
W.C.
SET 1/2- IRON PIN WATNESS CORNER,
"PLS
AS NOTED, MARKED 11779 W.C.'
®
SET 5/8' x 24' IRON PIN WITH
PLASTIC CAP, PLS 11779
®
SET 1" MAGNETICALLY DETECTABLE
COPPER DISK MONUMENT, PLS 11779
®
FOUND 1/2' IRON PIN, PLS 3627
RESET WAIH 5/8- IRON PIN, PLS 11779
A
CALCULATED POINT
100.00'
EASEMENT DIMENSION
Curve Table
Length
Radius
Delta
Bearing
Chord
r
17.31'
623.50'
135'27"
51114'38'W
17.31'
1381'
S1&72'
13133'
N7971°16'W
1381'
77.08'
518.72'
B'30'51'
N847217'W
77.01'
C76
69.14'
518.72'
738'11"
SB733'02'W
69.08'
C77
12.1r
518.72'
17040"
S83VS36'W
12.1r
C78
177-20'
51&72'
19*01*15"
NBS'OS'07'W
171.41'
C79
49.01'
343.50'
8'10'3W
SD331'29'E
4&9r
COO
45.04'
26.50'
9772'25'
N4914'59'E
39.81'
081
44.89'
26.50'
97'Or51'
S49MW11"W
39.71'
C82
0.15'
26.50'
019'35"
N8213'36'W
0.15'
C83
126.34'
323.50'
222234"
S86 44'55W
125.54'
C84
21.35'
323.50'
3'4654"
N835r15"W
21.35'
085
49.94'
323.50'
850'45'
S89 43'S5-W
49.BW
CBS
52.38'
323.50'
916'37'
SBO'40 5'W
52.32'
C87
85.61'
276.50'
17'44.24'
N8425'50"E
85.2r
CBS
j 2.66'
j 323.50'
018'19'
S75 4r47"W
2.66'
C89
1 28.41'
1 276.50'
55SW
S78'30'16-W
28.40'
C90
50.41'
276.50'
10'26'42'
S86 40'15'W
50.34'
C91
6.79'
276.50'
17426'
N8774'11"W
6.79'
C92
116.57'
76.50'
8718'27'
S43Vr44"E
105.62'
C93
20.26'
76.50'
1510'21'
N79'OW47'W
20.20'
C94
96.31'
76.50'
72MWOr
N3517'34W
90.OW
C95
109.19'
76.50'
8146'47'
S412W5rW
100.15'
C96
82.91'
76.50'
62VW36'
N31'39'17'E
78.91'
C97
26.28'
76.50'
1941'11'
N7232'41"E
26.16'
C98
41.63'
26.50'
90'00'OO'
S5236'44E
37.48'
C99
115.45'
73.50'
90 00'00-
S5236'44"E
103.94'
C1OO
17.94'
73.50'
13'59'00'
SW35'14'E
17.59'
C101
39.79'
7&50'
31'01'00'
S37'06'14"E
39.30'
C102
40.6r
73.50'
31 42 22"
S687r55"E
40.16'
C103
17.05'
1 73.50'
1317*38'
1 N89'OrO5'E
17.02'
C104
48.45'
26&00'
107831"
SO4'3r41"E
4&35'
C105
44.79'
245.O'
10'28'31'
SO4'3r41"E
44.73'
C106
64.90'
355.00'
10"M31'
N043r41'W
64.81'
C107
61.25'
335.00'
107W31'
N043r41"W
61.16'
SHEET 3 OF 5
NOTE:
SEE SHEET 1 OF 5 FOR NOTES
CODY M. MCCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD ST
BOISE. ID 83704
J(lailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
1119 E. STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.balleyerhgreers.com
APPROVED
oz iorzz
GANDER CREEK SOUTH SUBDIVISION NO. I
CERTIFICATE OF OWNERS
Know all men by these presents: That Challenger Development Inc., an Idaho Corporation is the owner of the property described as
follows:
CERTIFICATE OF SURVEYOR
I, Cody M. McCammon, do hereby certify that 1 am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as
described in the "Certificate of Owners" 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.
A parcel of land located in the Northeast 1/4 of Section 32, TAN., RAW., B.M., City of Meridian, Ada County, Idaho more particularly
described as follows:
o��.L LA
Commencing at an aluminum cap monument marking the North 1/4 comer of said Section 32 from which an aluminum cap
��cE"sFo
monument marking the Center 1/4 comer of said Section 32 bears, South 0°36'35" West, 2631.97 feet; thence along the North -South
o o
a 779
centerline of said Section 32, South 0°36'35" West, 1132.97 feet . to the exterior boundary of the Phyllis Canal Feeder as described in a
Deed recorded August 4th, 1917 as Instrument No. 70213, records of Ada County, Idaho, and the REAL POINT OF BEGINNING.
Cody M. McCammon 5 cna 0 P.L.S. No. 11779
�e,�m r
�o�YOF
thence along said exterior boundary the following two (2) courses and distances:
9� CA����
North 82°33'3T' East, 285.80 feet
North 07"26'23" West 92 85 feet to the South right -of --way line of Five Mile Creek as described in a Deed recorded May 18th
1917 as Instrument No. 69135, records of Ada County, Idaho;
thence along said South right-of-way line the following three (3) courses and distances:
North 82"23'16" East, 873.17 feet;
196.72 feet along the arc of curve to the right, said curve having a radius of 543.72 feet, a central angle of 20°43'49" and
a long chord which bears South 87°14'49" East, 195.65 feet;
South 76*52'16" East, 96.02 feet;
thence leaving said South right-of-way line, South 13"07'05" West, 181.99 feet;
thence North 76°52'55" West, 7.21 feet;
thence South 13°07'05" West, 110.00 feet;
thence North 76°52'55" West, 118.46 feet;
thence South 89°17'03" West, 48.40 feet; -
thence South 82*23'16" West, 88.19 feet;
thence South 07°36'44" East, 157.00 feet;
thence North 82°2T16" East, 31.81 feet;
thence South 00'3346" West, 432.81 feet;
thence South 24"30'29" West, 21.07 feet;
thence South 56°41'26" West, 63.70 feet;
thence North 82'03'48" West, 571.69 feet;
thence North 89"25'52" West, 47.00 feet;
thence South 00°34'08" West, 87.62 feet;
thence South 03'18'02" West, 183.49 feet;
thence North 86*41'58" West, 472.67 feet to the North -South centerline of said Section 32;
thence along said North -South centerline, North 00°36'35" East, 857.18 feet to the REAL POINT OF BEGINNING.
Containing 25.06 acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public
streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the right to use said
easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent
structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existing
City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in
this subdivision.
Challenger Pevelopmprit Inc., an Id o Corporation
ACKNOWLEDGMENT
State of Idaho )
) s.s.
County of Ada )
On this I 1,:�' day of NOW.btr , 20 d0 ' , before me, the undersigned, a Notary Public in and for said State, personally appeared
Corey Barton, known or identified to me to be the president of Challenger Development Inc., the corporation that executed the foregoing
instrument, and acknowledged to me that he executed such instrument for and on behalf of said corporation and that said corporation executed
the same.
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year/in this certificate first above written.
My commission expires °B°u'�ae Notary Public for Idaho
Residing in Idaho
r o
Inc.
CML ENGINEERING I PLANNING I CADD
SHEET 4 OF S EA19 GLE STATE 3616 Er, sur�z10 oe-gss-0oo+s
( �JE ID$ I:1
APPROVED
P�-
GANDER CREEK SOUTH SUBDIVISION NO
HEALTH CERTIFICATE
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a Qualified
Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE approval of the design plans and
specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is
cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building
construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been
constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then
sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of
Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed.
w: ADA tentrall District Hibalth Date
U: txlltriY : _
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the / i day
of -Z&,«+ , 20 2-0 .
ACHD President
6iPA4 hy'$rtace S. i 17,fevFas'
APPROVAL OF CITY ENGINEER
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat.
ti
City Engineer L.PA 9y3o Date
APPROVAL OF CITY COUNCIL
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the
City Council held on the W011' day of i;.�g_, 20 \�, this plat was duly accepted and approved.
pINTE�.
Ci Cl Meridian, Idaho
3�4gORA?ED'G G
''E 1 °F ,8
'a
1
4' 'R[df VBt
CERTIFICATE OF COUNTY SURVEYOR
I, the undersigned, Professional Land Surveyor in and for Ada County Idaho, do hereby certify that I have checked this plat and that it complies
with the State of Idaho Code relating to plats and surveys.
County Survey4h
pGS # /3553
/G 3L a Z021
CERTIFICATE OF COUNTY TREASURER
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.
Mahn
�<< -County T
COUNTY RECORDER'S CERTIFICATE
State of Idaho )
) s.s.
County of Ada)
I hereby certify that this instrument was filed for record at the request of L'C&o at Minutes past
O'clock M. on this2�� day of �7'�VQ2 20�_, in Book I a ( of plats at
Pages S — 11?
Instrument No. 2G21,�'S��
D p
tr
Ex-Officio Recorder
Inc.
CIVIL ENGINEERING I PLANNING I CARD
SHEET 5 OF 5 EAGLE o 83616 sr, Burrs 210 a� � loya�