CC - Final PlatPLAT SHOWING
GANDER CREEK NORTH SUBDIVISION NO. 3
N45'37'19"E
29.34'
N00'36'35"E
95.25'
N06'00'18"E
90.40'
N44'23'23"W 10.23'
N45'36'37"E 10.
NiW. QUINT
J 1 CT
S.29 ' 1 /..4.---` W. MCMILLAN ROAD
-S.327 S89°22'01 "W 819.08'
S89'22'01 "E 729.81'
O2
� 14
O3
U
m 13
O
12
ao
Y
O
m
S
O 10
7
O O
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
58.00'
68.99'
65.00'
N05'44'39"E
68'09'20"
C2
58.00'
33.85'
33.37'
N45'03'09"W
33*26'17"
C3
58.00'
67.63'
63.86'
S84'49'29"W
66'48'27"
C4
58.00'
170.47'
115.41'
N44'22'43"W
168'24'04"
C5
50.00'
78.52'
70.70'
N44'22'43"W
89'58'36"
C6
21.50'
33.76'
30.40'
N44'22'43"W
89'58'36"
C7
21.50'
6.59'
6.57'
N08-10'38"W
17'34'26"
C8
21.50'
27.17'
25.40'
N53'09'56"W
72*24'10"
C9
58.00'
45.84'
44.66'
N72'49'05"W
45*17'14"
C10
58.00'
58.80'
56.31'
S55'29'50"W
58'04'56"
C11
58.00'
21.06'
20.95'
S16'03'08"W
20'48'28"
C12
58.00'
44.77'
43.67'
S16'28'02"E
44*13'52"
C13
58.00'
170.48'
115.41'
S45'37'17"W
168'24'29"
C14
50.00'
78.56'
70.73'
S45'37'17"W
90'01'24"
C15
21.50'
33.78'
30.41'
S45'37'17"W
90'01'24"
C16
21.50'
27.17'
25.40'
S54'25'54"W
72*24'10"
C17
21.50'
6.61'
6.59'
S09'25'12"W
17'37'14"
C18
21.50'
9.62'
9.54'
S12*12'44"E
25'38'38"
C19
21.50'
27.17'
1 25.40'
1 S61'14'08"E
1 72-24'10"
BASIS OF BEARINGS
S89'22'01 "E 2642.73'
O2
14
N
O3
U
� 13
m
O
12
O5 ^
11
Y
O J 10
m
7 O
7
►CK�__1�--'
S82733' 47"W S89.76
FIVE MILE CREEK
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C20
21.50'
36.79'
32.46'
S48'24'49"E
98'02'48"
C21
50.00'
85.56'
75.50'
S48'24'49"E
98'02'48"
C22
58.00'
47.87'
46.52'
N12'29'44"E
47*17'09"
C23
58.00'
31.35'
30.97'
N26'37'58"W
30*58'15"
C24
58.00'
31.56'
31.17'
N57'42'27"W
31'10'44"
C25
58.00'
60.40'
57.71'
S76'52'07"W
59'40'07"
C26
58.00'
171.18'
115.48'
S48'24'49"E
169-06'15"
C27
58.00'
41.57'
40.68'
N75'35'05"W
41'03'42"
C28
58.00'
56.39'
54.20'
S56'01'48"W
55'42'33"
C29
58.00'
65.51'
62.08'
SO4'10'59"E
64'43'00"
C30
58.00'
5.30'
5.29'
S39'09'26"E
5*13'56"
C31
58.00'
168.77'
115.22'
N41'35'11"E
166'43'10"
C32
50.00'
71.52'
65.58'
N41'35'11 "E
81 *57'12"
C33
21.50'
30.75'
28.20'
N41'35'11"E
81'57'12"
C34
21.50'
27.17'
25.40'
N46'21'42"E
72*24'10"
C35
21.50'
3.58'
3.58'
N05'23'06"E
9'33'02"
C36
71.50'
10.04'
10.03'
S03'24'49"E
8'02'48"
C37
100.00'
14.04'
14.03'
S03'24'49"E
8'02'48"
C38
1 128.50'
1 18.05'
18.03'
1 NO3'24'49"W
1 8'02'48"
1853.65'
S00°37'59"W
25.00'
POINT OF BEGINNING
/,--S00'37'59"W 82.05'
r-S89'23'25"E 121.97'
12 1
I
11 �
N
06
W. QUINTALE ST.1 `°
11 LO
I M
12 I N
I
Line Table
Line #
Direction
Length
L1
N89'23'20"W
58.10'
L2
N00'36'40"E
67.00'
L3
S89'23'20"E
58.10'
L4
N44'23'25"W
11.31'
L5
N20'12'57"E
5.37'
L6
S71'01'37"W
5.37'
L7
N69'46'15"W
5.37'
L8
S56'38'43"E
28.47'
L9
S56'38'43"E
57.60'
L10
N45'37'19"E
5.70'
L11
S18*59'11 "E
5.37'
L12
S44'23'25"E
18.79'
L13
S45'36'35"W
4.24'
L14
N44'23'25"W
10.36'
L15
N45'36'35"E
18.79'
L16
N18'22'27"E
4.88'
S.29 I S.28
S.32 I S.33
o�
0
M
Ir
W
0
U
GANDER CREEK NORTH
SUBDIVISION NO. 1
BOOK PAGE
LOCATED IN THE NW 1 /4 OF THE NE 1 /4
OF SECTION 32, T.4N., RAW., BOISE
MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO
2021
NOTES:
1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Gander Creek Homeowner's 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. A five (5) foot wide Public Utilities and
Property Drainage Easement is hereby designated along each side of interior lot lines unless otherwise
shown.
2. Lot 19, Block 1, portions of Lots 24-26, 30, Block 5, Lot 13, Block 7, and Lots 7-8, Block 8 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 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. 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.
6. Direct lot access to W. McMillan Road & N. Owyhee Storm Ave. is prohibited.
7. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest
established normal Ground Water Elevation.
8. Lots 11, 19, 25, and 30, Block 1, Lots 11, 15, 25, and 30, Block 5, Lots 1, 8, and 13, Block 7, and Lots
1, 7, and 8, Block 8 are common lots which shall be owned and maintained by the Gander Creek
Homeowner's Association. All common lots are subject to a blanket public utility easement and irrigation
easement.
9. Idaho Power Easement - See Inst. No. 200301985
10. ACHD Permanent Easement - See Inst. No.
11. ACHD License Agreement - See Inst. No,
Line Table
Line #
Direction
Length
L17
S64'47'55"W
2.32'
L18
S64'47'55"W
2.56'
L19
S64'47'55"W
4.88'
L20
N76'14'43"W
5.78'
L21
S20'34'55"E
5.78'
L22
S45'36'35"W
11.31'
L23
S52'26'13"E
11.31'
L24
S07'26'1 YE
27.22'
L25
N37'33'47"E
11.31'
L26
S07'26'1 YE
27.22'
L27
S45'37'17"W
11.32'
L28
N44'22'43"W
11.31'
LEGEND
SUBDIVISION BOUNDARY
SECTION LINE
EASEMENT LINE (SEE NOTE 1)
EXISTING EASEMENT LINE (AS NOTED)
STREET CENTERLINE
LOT LINE
EXISTING PARCEL LINE
LOT NUMBER
ACHD STORM DRAIN EASEMENT
SEE NOTE 2
100 0 50 100 200
SCALE IN FEET
1 "=100'
SET 1 /2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
FOUND BRASS OR ALUMINUM
CAP MONUMENT AS NOTED
FOUND 5/8" IRON PIN
WITH PLASTIC CAP PLS 7729
UNLESS NOTED OTHERWISE
Q
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
NG N Fps
7729
cP O
G) 1F O F �4Z-
�R V G. C F
GREGORY G CARTER, PLS 7729
IDAHO SURVEY GROUP
9955 W. EMERALD ST
BOISE, ID 83704
SHEET 1 OF 4
GANDER CREEK NORTH SUBDIVISION NO. 3
N45'37'19"E W. MCMILLAN ROAD S89'22'01"E 729.81'
29.34' • -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
•
30 SEE NOTE 9
• ,�O g S89'22'01"E 726.53' SEE NOTE 9 25.00' 1
69.52' 70.00' 70.00' 70.00' 70.00' 80.00'h79*1 70.00' 70.00' 77.86' 4
- - - - - - �- - - - - F - - - - ---- BLOCK 1 �S00'3T59"W
1 � BLOCK 1 w T - - - � � � r-----r - - - -
w I w 1 w I _w I w I , I I r-----�1---82.05'
w a, _I cn a0 c" .1 a, w w 0 "
" in 0) O i� ,n o ,n O 0, o o� a, �, _ �1 S89 23 25 E
N 00 36 35 E I 25 ;r N 24 o rn 23 00 22 M 00 21 M 00 20 � o0 18 r ; 0 17 M o 16 I o _ _ 121.97'
95.25 1 ;n 07 z o� o� o� o� 0� 0� _
z z I I'I I 22.13' z 1 z z z z z 1 S28'13'42"W I 26.96' -----
• N89'23'25"W I J L- \L7 I I I I I I I I I I I 20.00'
L6 C3 J 15 I of
o� 45.80' I Cg \ L----J L----J ---- ------I adl
W1 0 N / G .� 70.00' 70.00' 80.00' 70.00' 70.00' cO
00. 1 °' �8 G N89'22'01 "W 461.28' 'roo 0 cR O2 I I
O w r--�\ rn--107.38--�
0 o I � . I 49 0 - _ W. LOS FLORES _ST. _ N _ • _ N89'22_'01 "W _ N _ W. LOS FLORES ST. -0� �--N89'23'25"W -
0 1 'CN n I 26 1 �� 236.98' 474.00' 0 237.02' - - - • I I
Z 1 Lo
z 0I I ` G G�h 1 N89'22'01 "W 200.49' `�' �� I 1 00 N 1 N89'22'01 "W 200.51' \ O\ I 14 101
• 7.93 113.20'- - -, G 113.99 „ 115.00 » 7.00' I 115.00' 114.00' c6
• --N89'22 01 W- - -1 r --N89'22'01 W- - --N89'22'01"W- - F- --N89'22'01' - • L5-S89'23'25"E- - J
-N89'23'25"W- - 7.00'
C17 I I I , C7 ,
L11 I I 1---115.00---
1 �I I �I 2 I of Y 14 I oI O I oI 14 1 0.21' Y�
c3oCI V 27 ��1 co VO I� (D `01 I� ¢ oO o
I� Ico - I I I m I I �- 1 Not 13 m 1o�
N m I N a I L---115.00'----� L---115.00'---J--115.00'--------115.00'----J W
N 1 --115.00 - - - J W N89'23'25"W- -, » I� I
o O --N89'23 25 W- - --N89'23'25 W- - - - nN�9\*23
25 W - -
I N --N89'23 25 W- - -1 - 0 I I I 1 i105.00' ao U w S89'23'25"E- - -J
N M m I I o
w I I O Lo
W I �n o `o i 01 I oI Io 0 3 0 0 rn0---115.00'--- 1
>; I 10 M Q �3 13 0 01 1 013 0 �Izco
�1 28 10 Z I°; �i i �I 1�� �I I "m Z o1 Io
O
o I of o 12o:'� z I I IN L-- J N L--115.00'---J115.00
01 L - -- J 115.00--- 1----115.00---J IZ I 1
Z 1 115.00 - - N89'23'25"W- - N89'23'25"W- - L --N89'23 25'W- - »
_ _ L --N89'23 25 W- - -1 7.00' 15.00
--N89'23 25' W- - , I I I 1 S89'23 25 E 115.00'J
IIT
f M L4I 2s.5o' 28.50'�' o1 I-o N 1 p I
,)I I I o
0- Co-
to
r
co O 00
N89'23'25"W 107.00'
I 01 2 I 4
00
I - I Ij
\ I I I I I ao 1°' I N 0 ,- "o S89'23'25"E 143.50cco
o
N m L - -- O L---
(�� �S89'23'25"E 101.72' I- - J L rn Q r� 115.00 - - - - 115.00 - - - J Ito
w- - - - O
• --115.00 - - - �- --115.00 - - - J Il ``' Y L --N89'23'25"W- - - w L --N89'23'25"W- - i W QUINTALE ST. i 3
• • 7.00' �,5 N89'23'25"W- - --N89'23'25"W- - 3 W . _ ,0po
F 3 R Ld ,n 1 rn I I io N89'23 25' W 107.00 to
N44'23'23"W L1 30 �' o I °� �n M o oI 01 0 ° 'Mo co
' I I 1� I U co o ;� 0 11 IO o z L22 11 15.00 M
10.23 �o o co oM :'01 O 00 0z
L2 W. QUINTALE ST. �• w �I O Y I 01 0 11 10 0 , W N '� z "I I co N89'23'25"W 115.00' --1
I O
' S89'23'25"E 98.17' w M^ I 0r's1 r 1 N 1 O L--- I I 128.50' - I 7.00' I to
N45'36'37"E L14 -`to I m I I 1 3 115.00 - - - -J L - --115.00 - - - 2e.50' W o1 10I
L3 I L - ' J L _ J L --N89'23'25"W- - F --N89'23'25"W- - > a61 12
10.23' • _ _ • r) 0 --115.00 - - - --115.00 - - - I� . Q � co 106, col
• � ,> z z r---N89'23'25"W- - r---N89'23'25"W- - I Z I 10 oI I o I y � I I
/N89'23'25 W 101.72 , I I I o1 0 0
2.67'J I o I 11 O V I^ cr' I 10 i L_-S89'23 25 E_ = J
1 O 01 I0 01 O I0 I L--- J i U 115.00 Y�
N1 29 ILo 0 01 6 Io oI 10 Io v1 115.00--- Lo V1
1 co LO N > 00 001 100 I L - --115.00'» - _ -I F --N89'23 25 W- - Z '.cow Lo o I j 3 O10
Q I F-- -N89 23 25 W -I I I M I Q o co O m 0I
130 L --S89'23'25"E- - --j 't 1 L - --115.00 - - - -1 I � iv I L21
I
1 N89'23'25"W- - in °� I 1 N o 1 9 I� 0] C30
1 L - - -115.00'- - - UJ a 115.00 M I C36 O I ° r- I » C35 • Z --S89'23'25"E- - J
I w p N89'23 25' W o
I I �ml °°I 1
o 1 l o r- O C38 •,� 20.22' I --Ng2'33' 47 E- - --109.52' - -
1 0 28 O � Q in o 1 20.22' • 7.00' „ J 4, G'S nj
i
r- I o z Lo 7 00 -I N N--NS2'33 47 E- - 115.8 G NI
Q N 9.03' Z I r co �1 7 00 - a, J 112.57 GSA' cal
I L --S89'23'25"E- - �L- --NS2'33'47 E w 'm 199.92 $
co 1 3 - - - 0.28' h N I ?3 N82'33'47„E C - MI
0 I 115.00'- - - co • C18 NB2'33'47"E 12 vti w TTAWq ST. �-1 I col
N co co _ I c�9 114.00' N82.33'47„E 205.79' m - - 23 W• o v `� \S6 . 1
W M I o NI 27 /N c2 91.39' 242.29' _ �„ 8.71 ti16 �49• 1 �I
W W 1 rI V O IU C 0 8 TTgWA S� S82'33'47 W 4 , 64.00 \C2� G �7))28'F 11
Lo I r, \j - _ W, WI E1� 466.41 - 0 J
O co 1 m 5.48- - J •Q- SB2'3S47"W 64.00 r
co - -10 " - -�`"� 64.00- 64.00 - - I 20.85' I L20
I '45 36 W L19 64.00, - - -I I I N I J Ir 15
I
Z O $8p - r
Z I \ 26 61.56_ 64.00 r- I I 10 10 N N
_ II I I I N J ON 17 O10
°'- 16 �o� 06
cn 1
L18
1I1 0 ocrI ��-,•yam �� .% No - I I o 0 wI O 18O26 rnO I Icr'n --- I um
C25_ L17 o w
�w iJ '-. -=7
0
O
cp
_ - -
r^ J
o f o 22 0 I �I I I L_ - 64� -
I •I 5� �.yh 3 `° rn 23 o w I r- m I I I - L - - 64_00 -
I II _ _ :oo'
9 I 2rj o 24 w rri I I I L - J 64.00 64_
cOo .� N I i I I BLOCv I _ - J - 64.00' - - -
I c� I I_ - 64.00� - a g.76.
L - 64.0� �S82'33'47"W
g_ - 64_ - - -
LA to 96.E - -
�73 ,�
49.92'
60 0 30 60 120
SCALE IN FEET
1 "=60'
LEGEND
SUBDIVISION BOUNDARY
- - - SECTION LINE
- - - - - - = EASEMENT LINE (SEE NOTE 1)
------------- EXISTING EASEMENT LINE (AS NOTED)
STREET CENTERLINE
LOT LINE
EXISTING PARCEL LINE
(6) LOT NUMBER
M
ACHD STORM DRAIN EASEMENT
SEE NOTE 2
SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
FOUND BRASS OR ALUMINUM
CAP MONUMENT AS NOTED
FOUND 5/8" IRON PIN
WITH PLASTIC CAP PLS 7729
UNLESS NOTED OTHERWISE
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
LA
c N Fp sG�
7 729
cn O
T
VARY G.CP�%
GREGORY G CARTER, PLS 7729
NOTE: IDAHO SURVEY GROUP
SEE SHEET 1 OF 4 FOR 9955 W. EMERALD ST
NOTES, LINE & CURVE TABLES BOISE, ID 83704
SHEET 2 OF 4
GANDER CREEK NORTH SUBDIVISION NO. 3
CERTIFICATE OF OWNERS
Know all men by these presents: That Corey Barton Homes, Inc., dba CBH Homes, an Idaho Corporation, is the owner
of the property described as follows:
A portion of the Northwest 1/4 of the Northeast 1/4 of Section 32, Township 4 North, Range 1 West, Boise Meridian, City of
Meridian, Ada County, Idaho, more particularly described as follows:
Commencing at a brass cap monument marking the Northeast corner of said Section 32 from which an aluminum cap
marking the North 1/4 corner of said Section 32 bears, North 89022'01" West, 2642.73 feet; thence on the north boundary line of
said Section 32, North 89022'01" West, 1823.65 feet; thence leaving said north boundary line South 00°37'59" West, 25.00 feet to
the south right-of-way line of W. McMillan Road and the REAL POINT OF BEGINNING.
thence leaving said south right-of-way line and continuing South 00°37'59" West, 82.05 feet;
thence South 89°23'25" East, 121.97 feet;
thence South 00°36'35" West, 668.26 feet to the north right-of-way line of Fivemile Creek as described in a Deed recorded
May 18th, 1917 as Instrument No. 69135, records of Ada County, Idaho;
thence on said north right-of-way line South 82°33'47" West, 889.76 feet to the easterly right-of-way line of N. Owyhee
Storm Avenue;
thence on said easterly right-of-way line the following two (2) courses and distances:
North 00°36'35" East, 369.46 feet;
North 45036'37" East, 10.23 feet to the south right-of-way line of W. Quintale Street;
thence on said south right-of-way line, South 89°23'25" East, 58.10 feet;
thence leaving said south right-of-way line, North 00°36'35" East, 67.00 feet to the north right-of-way line of W. Quintale
Street;
thence on said north right-of-way line, North 89°23'25" West, 58.10 feet to the easterly right-of-way line of N. Owyhee
Storm Avenue;
thence on said easterly right-of-way line the following five (5) courses and distances:
North 44°23'23" West, 10.23 feet;
North 00036'35" East, 218.24 feet;
North 06°00'18" East, 90.40 feet;
North 00036'35" East, 95.25 feet;
North 45°37'19" East, 29.34 feet to the south right-of-way line of W. McMillan Road;
thence on said south right-of-way line, South 89°22'01" East, 729.81 feet to the REAL POINT OF BEGINNING.
Containing 16.069 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.
Corey Barton Homes, Inc., dba CBH Homes
Corey D. Barton, President
CERTIFICATE OF SURVEYOR
I, Gregory G. Carter, do hereby certify that I 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.
Gregory G. Carter
ACKNOWLEDGMENT
State of Idaho )
) s.s.
County of Ada )
�PCD c N Fo sG�
o�
7729
� o
\�'AFCTF OF
.. CRY G, C P�
.L.S. No. 7729
On this day of , 20 , before me, the undersigned, a Notary Public in and for said State,
personally appeared Corey D. Barton, known or identified to me to be the president of Corey Barton Homes, Inc., and Idaho
Corporation, dba CBH Homes, the corporation which executed the within instrument and acknowledged to me that he
executed the same of behalf of said corporation.
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
Notary Public for Idaho
Residing in
, Idaho
SHEET 3 OF 4
GANDER CREEK NORTH SUBDIVISION NO. 3
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.
Central District Health Department Date
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
ACHD President
APPROVAL OF CITY ENGINEER
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat.
City Engineer
APPROVAL OF CITY COUNCIL
Date
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 day of , 20 , this plat was duly accepted and
approved.
City Clerk, Meridian, Idaho
CERTIFICATE OF COUNTY SURVEYOR
I, the undersigned, Professional Land Surveyor for Ada County Idaho, hereby certify that I have checked this plat and that it
complies with the State of Idaho Code relating to plats and surveys.
County Surveyor
CERTIFICATE OF COUNTY TREASURER
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.
Date
COUNTY RECORDER'S CERTIFICATE
State of Idaho )
) s.s.
County of Ada )
County Treasurer
hereby certify that this instrument was filed for record at the request of
past O'clock M. on this day of
Pages
Instrument No.
Deputy
20 , in Book
Ex-Officio Recorder
at
Minutes
of plats at
�pNPL L ANO s
CD EN
7729
o
G)TF OF
�R y G. P�
SHEET 4 OF 4