Recorded PlatLINE TABLE
LINE
DIRECTION
LENGTH
L1
S89° 04' 50"E
4.50'
L2
N00° 55' 1 WE
169.11'
L3
N89° 04' 46"W
8.00,
L4
N00° 55' 10"E
21.98,
L5
N00° 55' 10"E
234.10'
L6
N00' 55' 10"E
26.10'
L7
N06' 37' 48"E
120.60'
L8
NOW 55' 10"E
69.27'
L9
N45° 46' 23"E
42.53'
L10
S89° 22' 30"E
255.27'
L11
N83° 45' 51 T
15.05'
L12
S64° 46' 32"W
139.86'
L13
NOW 37' 56"E
56.08'
L14
S89' 22' 32"E
30.00'
L15
S89° 14' 23"E
107.12'
L16
N70' 37' 29"W
84.14'
L17
N89° 22' 04"W
39.37'
L18
S89° 14' 23"E
95.57'
L19
N70' 37' 29"W
94.13'
L20
N19' 20' 05T
79.03'
L21
N00° 22' 01 "E
165.24'
L22
N22' 26' 06"W
131.53'
L23
N22° 26' 06"W
42.25'
L24
NOW 37' 56"E
132.92'
L25
S89' 04' 51 T
205.58'
L26
S67° 33' 54"W
111.25'
L27
S89° 22' 04"E
67.90'
L28
N89° 22' 04"W
80.97'
L29
S89° 21' 59"E
56.87'
L30
N89' 22' 04"W
52.80'
L31
N89° 53' 33"E
37.76'
L32
S86° 47' 18"E
42.90'
L33
N56° 14' 00"E
195.32'
L34
S89° 22' 01 "E
20.83'
L35
N65° 45' 52"E
54.84'
L36
N65° 45' 52"E
45.61'
L37
S89° 22' 03"E
177.88'
L38
S89' 21' 24"E
24.31'
L39
S89° 22' 05"E
46.46'
L40
NOW 38' 36"E
12.00'
L41
S00° 38' 36"W
11.8T
L42
NOW 37' 57"E
11.09,
L43
N88° 37' 50"E
25.69'
L44
N56° 14' 00"E
195.32'
L45
N65° 45' 52T
100.45'
L46
S89° 22' 03"E
46.42'
L47
S00' 00' 00"E
11.19,
L48
S51 ° 29' 34"E
28.84'
L49
S00° 03' 32"W
11.08,
L50
N89° 22' 04"W
4.00'
L51
S00° 37' 56"W
57.60'
L52
N89° 22' 12"W
76.41'
L53
S00° 37' 48"W
184.40'
L54
S44' 04' 48"E
42.38'
L55
S45' 55' 16"W
42.37'
L56
N00' 55' 10"E
282.18'
L57
N83° 45' 51 "E
251.14'
L58
NOW 37' 48"E
184.36'
L59
S89° 22' 12"E
76.41'
L60
N00° 37' 56"E
57.60'
L61
N89° 22' 04"W
4.00'
L62
N00' 37' 56"E
10.99"
L63
N52' 45' 32T
29.14'
L64
S00° 34' 54"W
102.81'
L65
S00' 37' 56"W
136.16'
LINE TABLE
LINE
DIRECTION
LENGTH
L66
NOW 55' 10"E
32.48'
L67
N40° 10' 31 "E
22.62'
L68
N88° 37' 50"E
38.05'
L69
N56° 14' 00"E
195.32'
L70
NOW 34'54"E
82.81'
L71
NOW 34' 54"E
20.00'
L72
N65° 45' 52"E
100.45'
L73
389' 22' 03"E
5T88'
L74
389° 22' 03"E
5T92'
L75
S00° 38' 36"W
19.98,
L76
L77
LIN DER VILLAGE SUBDIVISION
A REPLAT OF LOTS 5-8, MIDWAY PLACE SUBDIVISION
SITUATED IN THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 25
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN
LEGEND ADA COUNTY, IDAHO
Subdivision Boundary®��
Lot Lines
--- - - - - Section
Record Boundary
------------------------- Common Utility Lines Easement
- - - Record Easement as noted
-AP-AP-AP-ACHD Permanent Easement
L L L L Permanent Landscape Buffer
IP IP IP ITD Permanent Easement
City of Meridian Easement / t7
0 75 150 300
® Found Aluminum Cap Monument SCALE: 1 "=150'
Soo° 38' 36"W 20.00' 0 Found 5/8" Rebar, As Noted
S89° 21' 24"E 32.34' O Found 1/2" Rebar, As Noted
® Found Brass Cap Monument, As Noted
Set 5/8" Rebar, Plastic Cap "FLSI PLS7612"
• Set 1/2" Rebar Plastic Cap "FLSI PLS7612"
® Set Copper Cap Monument "FLSI PLS7612"
® Calculation Point, Nothing Found or Set
Lot Number
Sheet 1: Plat, Line and Curve Tables
Sheet 2: Details, Plat Notes, Narrative and Record Data
Sheet 3: Easements and Easement Notes
Sheet 4: Joint Utility Easement and Notes
Sheet 5: Owners Signatures
Sheet 6: Agency Approvals and Recording
I.N. Instrument Number
CR Corner Record Instrument Number BASIS OF BEARINGS
23 24 CR 2017-072470 W. CHINDEN BLVD (HIGHWAY 20/26)
° ,
CURVE TABLE
CRV
RAD
DELTA
LEN
CH. BRG
CH. LEN
C1
362.13'
008'18'45"
52.54'
N86°28'08"E
52.49'
C2
362.13'
011'59'27"
75.79'
N76'19'01"E
75.65'
C3
362.'13'
020'18'12"
'128.33'
N80'28'24"E
127.66'
C4
332.45'
012'22'24"
7'1.79'
N87°01'30"E
71.66'
C5
300.00'
020°44'40"
108.62'
N66'36'20"E
108.03'
C6
340.00'
007°29'50"
44.49'
N59°58'54"E
44.46'
C7
340.00'
026'54'10"
159.64'
N77°10'54"E
158.18'
C8
160.00'
024'52'07"
69.45'
N78°11'56T
68.90'
C9
200.00'
024°52'05"
86.8'I'
N78'11'55T
86.13'
C10
200.00'
044°55'48"
156.84'
N68°10'03T
152.85'
C11
200.00'
044°56'27"
156.87'
N68'10'22"E
152.88'
C12
315.43'
014°58'45"
82.46'
N81'08'28"E
82.23'
C13
340.00'
020°45'39"
123.20'
N66°36'49"E
122.52'
C14
300.00'
034'23'59"
180.12'
N73°25'59"E
177.42'
C15
200.00'
024°52'07"
86.8'1'
N78°11'56"E
86.13'
C16
'160.00'
024°52'05"
69.44'
N78°11'55"E
68.90'
C17
240.00'
044°55'48"
188.20'
N68°10'03"E
183.42'
--- ---
_.---
_
6892230E
2669.54
26 25
0
---
---
---
-----
o
6
- - - -
ITD Right -of -Way I.N. 2020-172499
-
c�
- c - -�
L�l
- -
-
ITD Right -of -Way I.N.
2020-172499
S89° 22'
30°E
1827.47'- -
-
�3
236.09'7.87'-
189.6530.00
T�r
246.77'
143.17'
235.00'
65.00•�
259.89'
u•
L10 6 •
�� •
• C1� C2 L11W
�
W
W
W
W
W
•
in
C\j 00
w00
Lo
r
6 `r)
- �>
rn
O
�n
O -
`zro
�`
<9
�n
��
c0
�n o
O
10
�.
e
L 1 t
LLI
•
co
57.00' J
1\\
7 C5
Ce r
cy)N
°
LC)
N
of
Ln M
o �
O ��
LO C� �
In CY)
�
11in
h
F_
co o0
°
O
O
N O
O
O N
O
C�
N 0 N
N°
O
ie
co �
I
o o 00
4
z
_O
z
z
z
,,
-
Z
Z
t, oCY)
N
C)
J v
Z
• 213.90'
•
177.26' 65.00'
189.65'
-
246.77'
143.17'
235.00'
O
Z
5��`V�
L27
a
L6
N89°22'04"W_W645 81
•
•
N8.22'04"W
624 4'
•
• L28
,i
45 00'
225.00' �2
�-
•
N890 22' 04"W
A
M
O
to
I
3
(
N
.I
Ln
r�
�
W
I
m
A
o
•
LL4 • 416
z
a
PLs112os7
o
L18 • •
`•
L3
Q
jso •
`-L17
Z
n/
N
J
�
53.00'
•
L1
0
-1
00
o6I
o
N
N
=
-I
c
W
O
•
L`on
CO
�!
r
<lJ
OO
z
u)
N L6
L0
00 co
0)
u L0
r`- Ch N
0 o r`
C)) v) 14
v)
Lu
t�L30• P
L29 iv
(�}-- • o
0
N O
00 Z
LO r,
�5 co J J
Q7 co
ooC"I iW i�
o
o
L36 c9 L37
:z L.34 �35 • C16 - -
- N89°09'10"W 364.40' • c • S89°22'01"'E 709.74' C$ �,32
W �� �2� 33.96'-�G6 •/G1� 'PLAZA SHOPS S89 22 01 E_ 730.57 DRIVE (PUBLIC) C15 2
I o w O - L71 1
10
N • 16 G30 J O S89°22'01 "E 730.56' 3 C3 / - --j
I L0 �33 j
L54 c5 y�� tit �' C� (�
48.50' L25 31 L32 C4 4 •�� �) See Detail 'A' 1 W
G�3� Sheet 2
o S89°04'44"E 260.53' L43 C12
c2y
S89°04'44"E 234.32' C28
N U16 226.82' L68 420.52'
12087 • PL716662
" TRUE POINT OF BEGINNING
0�15'
al See Detail 'E' Sheet 2 0000
° ,. I Qo�Ns�go 4►S1oN
S89 25 01 E
48.50'
I I
LD I w
(0
'117.41 ` 2.00' 867 40'
P'LS14221
1' Witness
Corner South
V) I ,
r7)
O
w
OD
a
I 4 Z)
W �L LAN
i
7 2
a/�T r 0 F
0 HY �•
r, t
BCCOK' �� PAGE_
CURVE TABLE
CRV
RAID
DELTA
LEN
CH. BRG
CH. LEN
C18
160.00'
042'23'19"
118.37'
N66'53'48"E
115.69'
C20
28.00'
090°00'00"
43.98'
N45'38'36"E
39.60'
C21
28.00'
092°33'09"
45.23'
S45'37'58"E
40.47'
C22
20.50'
089'59'52"
32.20'
S45°37'52"W
28.99'
C23
67.50'
090°00'00"
106.03'
S45'37'48"W
95.46'
C24
20.50'
090'00'00"
32.20'
N45°37'48"E
28.99'
C25
67.50'
089'59'52"
106.03'
N45'37'52"E
95.46'
C26
362.13'
020"18'12"
128.33'
N80°28'24"E
127.66'
C27
77.19'
055'46'32"
75.14'
S39°32'55"W
72.21'
C28
335.43'
013'18'08"
77.88'
N81'58'46"E
77.70'
C29
360.00'
022'08'26"
139.11'
N67'18'13"E
138.25'
C30
280.00'
034'24'12"
168.13'
S73'26'06"W
165.61'
C31
220.00'
024°52'07"
95.49'
N78°11'56"E
94.74'
C32
140.00'
024'52'05"
60.76'
S78°11'55"W
60.29'
C33
260.00'
044°55'48"
203.89'
N68°10'03"E
198.70'
C34
140.00'
045°48'33"
111.93'
S68'36'25"W
108.98'
CR 2017-072469 24
25 -40'_
ITD Right -of -Way I.N. 2020-172500 PLS8960 0, 30'~
650.12' t
12
SSs°
C
v
O
U
j
>70
See Detail 'B'
°
`20'
Sheet 2
C0
13
\
LO
tV
011 � ®
�
• �
•
018
co
3
tD
G°� \ _ /
CO PLS7880 -
c�
N�
°
�
00
PP RPMOO
2
M
SUgp1�1 SIO�
c1�
NO CAP
C�
SET CAP
�) J
o
0
W. DIRECTOR
�} �
�
�,TREET
1
O
PLS7880
N
0
N
N
See Detail 'C'
Sheet 2
PLS7612
568.66'
300.00'
1' Witness
co
IL
�gD1�1s
No 7
N89° 25' 01 "W 2629.97'
N89°25'01 "W 267$.47'
o
00
co
U)
a
PPRPMOOUN
I
I
orner
c 22
o
W PPRP S aN
11801v1
I S i
PREPARED BY
FO.�C LAND SUR �E`rS
680 Progress Avenue, Suite #26, Meridian, IID 83642
208-342-7957 - www.hmh-llc.com
ACAD DWG. FILE 20006-01 FPLAT SHEET 1 OF 6
0 J
14 � —L L
/PP/Cg
ACHD Permanent L P
Easement #k1 P
I.N. 2020-172545 �P �36
�PP 5 0 C16 -- •
_DPP °A�y
AP
3 �
PP
AP
ACHD Permanent Easement
I.N. 2015-103256
See Detail'D'
Sheet 4 3
10
I �
I �y
I
r�
co
LO
City of Meridian
Sanitary Sewer and
Water Easement
I.N. 2016-013033
ACHD Permanent i
Easement #5 —
I.N.2020-172539 4.00'
47.00'
08 r90 25' 01
00
55.00'
a
13
—AP AP AP AP AP AP
L37
W. PLAZA SHOPS DRIVE C,1/
L46 — — — -- — — — L39
�2 NP
AP AP AP(� G3�
G32_A�__-----L73 I /
r O
ACHD Permanent �
J
Easement #6
I.N. 2020-172537 See
46 Detail 'A-2'
L52 ��r,
G
W. BERVENGMAN
AUE h
GO'
Ik
G� L59
Witness
C
Corner 1
00
LO
J
ACHD Permanent
----Easement #4
4.00' I.N.2020-172540
I w
00
a
Detail 'A'
0 30 60 120
SCALE: 1 "= 60'
f3
ACHD Permanent 13 A
I 12
Easement #1
I.N. 2()20-172545
L L L L L
L
L
LJL— L
L
—PIP �AP AP AP —A AP
AP--rAP AP
i PP
/PPS S89° 21' 24"E
S89°21'24'°E 61.70'
N
49.66,
eo
LO
o
o3:
W_ PLAZA SHOPS DRIVE
0
L38
c��
Ah
•
CD
0
00
6NL77
r--200U
OD
20.00'-' 37.01'
N
/ PIP 89021'24"W 77.01
�
PLS7880
P
PP P ACHD Permanent 1
Easement#3 �\�, r10
I.N. 2020-172541 J CJ 1
ACHD Permanent
Easement #2
` \
V
I.N. 2020-172542
u7
pp
Detail 'B'
0 15 30 60
SCALE: 1 "= 30'
LINDER VILLAGE SUBDIVISION
2021
o
7
LEGEND
Subdivision Boundary
Lot Lines
— — — — Section
— Record Boundary
_ _ _
Common Utility Lines Easement
— — — — — — — — — Record Easement as noted
-AP—AP—AP—ACHD Permanent Easement
L L L L Permanent Landscape Buffer
iP iP iP ITD Permanent Easement
City of Meridian Easement
® Found Aluminum Cap Monument
OO Found 5/8" Rebar, As Noted
O Found 1/2" Rebar, As Noted
Found Brass Cap Monument, As Noted
Set 5/8" Rebar, Plastic Cap "FLSI PLS7612"
• Set 1/2" Rebar Plastic Cap "FLSI PLS7612"
® Set Copper Cap Monument"FLSI PLS7612"
® Calculation Point, Nothing Found or Set
(D Lot Number
I.N. Instrument Number
CR Corner Record Instrument Number
Record Data
"Midway Place" Book 1, Page 33; 11-08-1894
"Paramount Subdivision No. 5", Book 92, Pages 10969-1973, I.N.105090433
"Paramount Subdivision No. 7", Book 93, Pages 11178-11180, I.N.105139582
"Bountiful Commons Subdivision", Book 115, Pages 17336-17339, I.N. 2018-120123
Record of Survey 4899 For Monte Dennett; 02-25-2000
Record of Survey 9153 For Ada County Highway District; 03-20-2012
Record of Survey 10658 For CSHQA; 10-05-2016
Record of Survey 11004 For Trevor Gasser; 08-02-2017
Record of Survey 11371 For CSHQA; 05-14-2018
L46 - W. PLAZA SHOPS DRIVE L39
r' N
�f J
AP — 2 AP
��
'6 3.11'
L73 _
AP 46' P �\ 3 ACHD Permanent3.L74
Easement #3
I.N.2020-172541
Iry
cT,7l z
750 L61 O
J J
Detail
0 10 20 40
SCALE: 1 "= 20'
Cn
r Cn
L
U/()� F
VJ L *J
C1 J� o cr
300.00'
299.00' O 1.00' U _
N890 25' 01 "W 2629.97'
To SW Subdivision
_�Boundalry Corner
Detail 'C'
0 1 2 3
SCALE: 1 "= 2'
LINE TABLE
LINE
DIRECTION
LENGTH
L196
S00° 37' 48"W
13.17'
BOOKPAGE I'9'967
PLAT NOTES
1. ANY ICE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
2. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN -THIS SUBDIVISION SHALL BE IN
COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN, IDAHO.
3. NO LOTS SHALL BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND,
'THE CITY OF MERIDIAN.
4. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER
REGARDING ADDITIONAL RESTRICTIONS.
5. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
APPROVED IN SANITARY RESTRICTION RELEASE.
6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF 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 TINIE IT
BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SHALL NOT APPLY WHEN A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,
AGRICULTURAL FACILITY OR EXPANSION THEREOF."
7. ADDITIONAL DIRECT LOT ACCESS TO N. ARLISS AVENUE AND W. DIRECTOR STREET IS GOVERNED BY
'THE MERIDIAN DEVELOPMENT AGREEMENT I.N. 2019-028376. ACCESS MUST BE APPROVED BY ACHD
AND THE CITY OF MERIDIAN.
8. 'THE PRESSURIZED IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE HIGH DESERT
DEVELOPMENT LINDER VILLAGE, LLC. IRRIGATION WATER WILL BE PROVIDED BY THE NORTH SLOUGH
WATER USERS ASSOCIATION, INC.
9. THIS DEVELOPMENT IS SUBJECT TO THE NORTH SLOUGH LATERAL USERS ASSOCIATION LICENSE
AGREEMENT INSTRUMENT NUMBER 2016-014976 AND ADDENDUM INSTRUMENT NUMBER 2020-006163.
10. THIS DEVELOPMENT IS SUBJECT TO THE MERIDIAN DEVELOPMENT AGREEMENT
INSTRUMENT NUMBER 2019-028376.
11. WEST PLAZA SHOPS DRIVE WAS GRANTED UNDER WARRANTY DEED
INSTRUMENT NUMBER 2020-172495.
12. NORTH BERGMAN AVENUE WAS GRANTED UNDER WARRANTY DEED
INSTRUMENT NUMBER 2020-172498.
13. -THE PERMANENT LANDSCAPE BUFFER DEPICTED ALONG W. CHINDEN BLVD. (35-FEET), N. LINDER
ROAD (35-FEET) AND W. PLAZA SHOPS DRIVE (20-FEET) WILL BE MAINTAINED BY THE HIGH DESERT
DEVELOPMENT LINDER VILLAGE, LLC AS SET FORTH IN UDC 11-3B-7C.2b
S,URVE'YCiRS NARRATIVE
THE PURPOSE OF THE SURVEY IS FOR THE DEVELOPMENT OF THE PROPERTY. CONVENTIONAL AND GPS SURVEY TECHNIQUES
HAVE BEEN USED FROM THE START OF THE WORK IN 2006.
THE NORTHERLY SECTION LINE AS DEFINED BETWEEN THE FOUND SECTION AND THE N 1/4 CORNERS AS SHOWN WAS
ACCEPTED. THE NORTH 16TH CORNER WAS RESET WITH THIS SURVEY IN THE POSITION FOUND IN 2006/2007.
THE CENTER -NORTH 16TH CORNER WAS PLACED AT THE INTERSECTION OF A BEST FIT LINE WITH THE FOUND MONUMENTS
ALONG THE NORTH LINE OF PARAMOUNT SUBDIVISION NO.'S 5 AND 7 AND, A BEST FIT LINE WITH THE FOUND MONUMENTS
ALONG THE WEST LINE OF PARAMOUNT SUBDIVISION NO. 5. 1 PLACED A WITNESS CORNER 1.00' WESTTHE TRUE LOCATION
FOR THE CENTER -NORTH 1/16TH CORNER. AS SHOWN ON RECORD OF SURVEY No. 10658.
THE RIGHTS -OF -WAY OF N. LINDER ROAD AND W. CHINDEN BOULEVARD WERE BASED UPON RECORD DOCUMENTS AS
INDICATED IN THE RECORD DATA LIST.
30.00'
S89°22'12"E
I
I
I
I�
I
ILo
ACHD
Permanent
I v
Easement P
I.N. 2015-103256 I o
Ico
o)
�I
I
WI
�I
0
z;
z
U
I
I
�W
N89°22'12"W
z
'16.25'
Detail 'D'
0 r15 30 60
SCALE: 1 "= 30'
PU MAN
�- /� 12
yT oQ.
F OF
®OTHY
CV
L
o?
S89°04'44"E 260.53'
0
W"
r�
O
AP—AP—AP-
`
4
Lo
PP S89004'44"E 234.32'
Z
N
U
S890 25' 01
"E
30.16' 226.82'
48.50'
c0
0
•
N890 25' 01 "W 2629.97'
TRUE POINT OF
--
a
_
BEGINNING -
Detail 'E'
0 15 30 60
SCALE: 1 "= 30'
1 PREPARED BY
U =41V I AIIV/'1 CIIZ?I/=VC
/ 680 Progress Avenue, Suite #213, Meridian, ID 83642
208-342-7957 - www.hmh-Ilc.com
ACAD DWG. FILE 20006-01 FPLAT SHEET 2 OF
0
LANDER VILLAGE SUBDIVISION
'2021
ROOK 12& PAGE I ..
bg
23 124 CR 2017-072470
I
I
I
ACHD Permanent
Slope Easement
I .N. 2018-091068
Q
0 I
W I
� I
�Wy
H
G-�
I
I
i
ACHD Permanent
Slope Easement
I.N. 2018-091068
I
I
I
N1/16
PL312087
W. CHTND,EN BLVD (HIGHWAY 20/26)
EASEMENT -NOTES
1. COMMON UTILITY LINES EASEMENT SHOWN OR DESIGNATED HEREON ARE NUN -EXCLUSIVE,
PERPETUAL, SHALL RUN WITH THE LAND, ARE APPURTENANT TO THE LOTS SHOWN HEREON,
AND ARE HEREBY RESERVED FOR THE INSTALLATION, MAINTENANCE, OPERATION, AND USE
OF PUBLIC AND PRIVATE UTILITIES, SEWER SERVICES, PRESSURIZED & GRAVITY IRRIGATION,
POWER, CABLE TELEVISION, COMMUNICATION/DATA; APPURTENANCES THEREOF; ,AND LOT
DRAINAGE.
2. ALL EASEMENTS ARE PARALLEL (OR CONCENTRIC) TO THE LINES, ARCS AND UTILITY
STRUCTURES.
3. ALL LOTS ARE SUBJECT TO A CITY OF MERIDIAN SEWER A14D WATER EASEMENT INSTRUMENT
NUMBER 2021-014150.
4. THIS DEVELOPMENT IS SUBJECT TO A NON-EXCLUSIVE PERPETUAL EASEMENT FOR ACCESS
AND THE INGRESS, EGRESS OF VEHICLES AND PEDESTRIANS OVER AND ACROSS THE
PARKING, DRIVE AISLES, DRIVEWAY AREAS, AND SIDEWALK AREAS OF THE COMMON AREA AS
DEFINED IN SECTION 2, EASEMENTS OF THE "DECLARATION OF EASEMENT AND CONDITIONS"
INSTRUMENT NUMBER 2020-035128.
5. A PORTION OF LOT 2 BLOCK 2 IS SERVIENT TO AND CONTAINS THE ACHD STORM WATER
DRAINAGE SYSTEM. THE LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER
PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS
INSTRUMENT NUMBER 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.
w
W
z
T F FI�TTI
Subdivision Boundary
Lot Lines
— -- — — Section
Record Boundary
— — — — — - - - - - - Common Utility Lines Easement
— — — Record Easement as noted
—AP—AP—AP—ACHD Permanent Easement
L LL— L Permanent Landscape Buffer
IP IP IP ITD Permanent Easement
City of Meridian Easement
Found Aluminum Cap Monument
�O
Found 5/8" Rebar, As Noted
O
Found 1/2" Rebar, As Noted
®
Found Brass Cap Monument, As Noted
Set 5/8" Rebar, Plastic Cap "FLSI PLS7612"
•
Set 1/2" Rebar Plastic Cap "FLSI PLS7612"
®
Set Copper Cap Monument "FLSI PLS7612"
®
Calculation Point, Nothing Found or Set
OLot
Number
I.N.
Instrument Number
CR
Corner Record Instrument Number
77
0 75 150 300
SCALE: 1 "=150'
CR 2017-072469 1 24
PPR,Pj ON No 5
S080*'j-
W. DIRECTOR
STREET
PPRPMOO \, No. 5
S&DNIS
\p�pl LANO
c�5 �;G\STFR
00
j 9TF 0 F
PREPARED BY
FOX LAND SURVEYS
680 Progress Avenue, Suite #2B, Meridian, ID 83642
208-342-7957 - www.hmh-Ilc.corn
ACAD DWG. FILE 20006-01 FPLAT
SHEET 3 OF 6
LINDER VILLAGE SUBDIVISION
2021
BOOKPAGE_I 9W
23124 CR 2017-072470
26125
0
IP4
A
z
r�
N 1116
PLS12087((
mlJ
W. CHINDEN BLVD (HIGHWAY 20/26)
- - - - - - - - - - - - - L131-77
J
L L --L L L L L L L L L I I- -{ � L
• • • L-L L L129 11
• L
L/ :1loi
�-L L L L
5\ O O 10 Wei
CR 2017-072469 1 24
25
- - - - - -- - - PLSB 60 0
• �� • R/W
L L L L L L L L--L L L L
1 '1
I Idaho Power Easement
nl Ir^i
I.N. 2020-026948
o ( 4 ) 11� 56 12
_ - - - S89°22'04"E 1181.22' z l 1 �L1 6 � _ _ _ S89022'04"E 5913.40'
I ' _ L134_ -A-
__ _ _____-_.�
_ _ r _.._
26g9r. �' S89`22'04"E 415.73' rn _ _ _ S89°2 04"E 262.2T o N _ S89°22'04"E 232.51' , r , 0 159 S89`22'04"E 586.84'� _ e - - _ _ a _ _ r
J AZ i. 1Q m w _� _ o l I o rn 1 1 S89°22'04"E 273.92' I I L158 1- \ 11
�r'7JuJ J`�J JuJ L157 r r Common Utility Lines
L125 188 Note: L156 and I I p 1 1
3 L191 L194
11 Easement per Easement \ 11
;�_ a , L157 are Tie Lines , 1_ Note #1+,
J L123
Zo Common Utility Lines
I 1
i1 Note Easement per Easement 3 i 1 w 1
1 �o l I N i�
3 WI,W
for 1� -11�' of I�
olio CO
mllo �IIz 13 11
rz II
211 11 1 r LC p0 --
L137
-ir 3
L120 u 1 1 L160Z :1 i L141 t L13
L1.18 - .. C`2` r L167
`C1jj L166 Jai' 11 �
^`* N89°22'04"W 158.04' rn\ L1L1 3 1
p �.- L164 i
2 1''�L.177174
Q J//ry L181 ��.-� --�j1 L163 06 i' 11
L180 1 11�1 L172
(/ 2
�L 170
I! 1 1 \ r 1 M
U � �11 _I I-
J' 1 0 �I 1N Idaho Power r r
L112 1 I� Easement i
L113 I.N. 2020-026948 1 1
�1 L11411-
' 1 olio ' it mll�
r 1 uo7 uo Idaho Power 2 �1 1
L109 1 rz Common Utility Lines 1 c110 N89°22'03"W 177.88'
r Easement Er Easement Easement r L162 r--�t-----L-----_L_ 02 ,'u
\\ 1 p� 1 �3v__--L146_�_�r142----.''G MIIZn
L110 \� r LN.2020-026948 �� 10
OL108 N\ I r Note #1 9^ C c �1� o a
1 L182 Is L16 �� vl la Mr r�
-, e; C1�12��_-•`---�GAAA
L _ _ L _ - _- 't"'-_-_-�L'_ 9- 01 "W1693.74' - - - _ - .--env
\ \ ✓ �" N89°22'01"W 730.57' C104 \ L144 1 1
' \ `� G1o5 W. PLAZA 'SHOP` - / 1 1
w % DRIVE (PUBLIC)
� %%' ' J
\� 16 953� 0.' --- - 3 �� \ 1 1
L106 I
S1
L105 r 6, r;o j',e5 ACHD Permanent
r t� 55o j) Easement
L104 ; ; V�� 5561 > .�! / I.N. 2015-103256
L102 1 r /�'L184 G113 i'✓ }`> See Detail'D'
S89'04'44"E 220.46' L1011 1 J L183 C114 \� Sheet 2
J N8_ ' 6
9' 4'44"W 2 01'Y-L15�5-SL154 L_- _ 4 O
C107 1 i
� z
t_152
LINE TABLE
LINE
DIRECTION
LENGTH
L100
N00' 55' 10"E
10.00'
L101
N84' 35' 45"E
28.12'
L102
N00' 37' 56"E
56.16'
L103
N89° 22' 04"W
20.78'
L104
NOW 37' 56"E
10.00'
L105
S89' 22' 04"E
20.78'
L106
N00' 37' 56"E
45.50'
L107
NOT 22' 01 "E
19.40'
L108
N89' 37' 59"W
13.00'
L109
S00' 22' 01 "W
20.41'
L110
N89' 37' 59"W
10.00'
1-111
N00' 22' 01"E
100.00,
L112
S89' 37' 59"E
10.00,
L113
S00' 22' 01 "W
69.59'
L114
S89' 37' 59"E
13.00'
L115
N00' 22' 01 "E
131.04'
L116
N19' 20' 05"E
119.15'
L117
N70' 22' 04"W
111.8.4'
L118
N89' 22' 03"W
112.63'
000S
SO
UNSUBp ,N 00
oN
LINE TABLE
LINE
DIRECTION
LENGTH
L119
N00' 55' 10"E
10.00,
L120
S89' 22' 04"E
114.25'
L121
S70' 22' 04"E
113.47'
L122
N19' 20' 05"E
45.18'
L123
N89' 22' 04"W
90.00'
L124
N00' 37' 56"E
10.00,
L125
S89' 22' 04"E
54.98'
L126
N00' 38' 09"E
45.57'
L127
S89' 21' 51"E
10.00,
L128
S00' 38' 09"W
39.31'
L129
N89' 22' 30"W
100.69'
L130
NOW 37' 30"E
66.09'
L131
S89' 22' 30"E
10.00'
L132
S00' 37' 30"W
56.09'
L133
S89' 22' 30"E
100.69'
L134
S89' 22' 04"E
125.99'
L135
N72' 55' 59"E
35.20'
L136
S20' 39' 09"E
6.37'
L137
S89' 21' 24"E
111.32'
PLS14221 W
co
T Witness
Corner South ~ a
I Z
LINE TABLE
LINE
DIRECTION
LENGTH
L138
S00' 32' 03"W
10.00,
L139
N89' 21' 24"W
40.02'
L140
N89' 27' 57"W
10.00'
L141
N89' 21' 24"W
61.32'
L142
N89' 22' 03"W
37.70'
L143
S00' 37' 56"W
72.08'
L144
N89' 22' 04"W
10.00,
L145
N00' 37' 56"E
72.08'
L146
N89' 22' 03"W
130.18'
L147
S24' 14' 08"E
72.02'
L148
S65° 45' 52"W
10.00'
L149
N24' 14' 08"W
72.07'
L150
S65' 45' 52"W
94.79'
L151
S09' 35' 26"E
69.14'
L152
S80' 24' 34"W
10.00'
L153
N09' 35' 26"W
68.59'
L154
N86' 47' 18"W
76.59'
L155
S84' 35' 45'W
19.18'
1_156
S73' 31' 39"E
36.64'
PP v�slOo
00,
<,U6p1 i
LINE TABLE
LINE
DIRECTION
LENGTH
L157
S67' 45' 28"E:
27.15'
L158
S89' 22' 04"E:
92.31'
L159
N72° 55' 59"E:
35.20'
L160
S20' 39' 09"E:
10,04'
L162
S65' 45' 52"VV
28.04'
L163
S89' 22' 04"E:
10.00,
L164
NOW 37' 56"E:
10.00,
L165
N89' 22' 04"W
10.00,
L166
NOW 37' 56"E:
6.07'
N21' 52'04"VV
35.06'
rL1
S21' 52'04"E:
35.06'
S65' 45' 52"VV
61.38'
L170
S89' 22' 04"E:
11.63'
L171
N75' 37' 56"E-
61.47'
L172
S89' 22' 04"E:
78.07'
L173
NOW 37' 56"E:
10.00'
L174
N89' 22' 04"V'V
79.39'
L175
S75' 37' 56'V
61.4T
L176
N20' 37' 56"E:
LINE TABLE
LINE
DIRECTION
LENGTH
L177
S89' 22' 04"E
151.04'
L178
N00' 37' 56"E
10.00,
L179
S20' 37' 56"W
41.04'
L180
N89' 22' 04"W
10.31'
L181
NOW 37' 56"E
8.58'
L182
N89' 22' 01 "W
26.83'
L183
N86' 47' 18"W
43.97'
L184
N86' 47' 18"W
14.66'
L185
NOW 37' 56"E
115.46'
L186
NOW 22' 01 "E
156.76'
L187
S00' 37' 56"W
48.00'
L188
S89' 22' 28"E
10.00,
L189
NOW 37' 56"E
48.00'
L190
S00' 37' 56"W
47.97'
L191
S89' 22' 28"E
10.00,
L192
NOW 37' 56"E
47.97'
L193
S00' 37' 56"W
47.94'
L194
S89' 22' 28"E
10.00,
L195
NOW 37' 56"E
47.94'
z0
00
00
EL
EL
w
z
CURVE TABLE
CRV
RAD
DELTA
LEN
CH. BRG
CH. LEN
C100
221.00'
030'05'24"
116.06'
N75'35'54"E
114.73'
C101
211.00'
044'56'27"
165.50'
S68'10'22"W
161.29'
C102
189.00'
044'55'48"
148.21'
S68'10'03"W
144.44'
C103
211.00'
023'41'22"
87.24'
S78'47'16"W
86.62'
C104
149.00'
024'52'07"
64.67'
S78'11'56"W
64.17'
C105
351.00'
034'23'59"
210.74'
S73'25'59"W
207.59'
C106
289.40'
019'05'55"
96.47'
S65'47'23"W
96.02'
C107
321.45'
011'54'40"
66.82'
S87'1523"W
66.70'
C108
221.00'
011'47'31"
45.48'
S51'35'54"W
45.40'
C109
179.00'
044'55'48"
140.37'
S68'10'03"W
136.80'
C110
221.00'
024'52'05"
95.92'
S78'11'55"W
95.17'
C111
139.00'
024'52'07"
60.33'
S78'11'56"W
59.86'
C112
361.00'
034'23'59"
216.74'
S73'25'59"W
213.50'
C113
279.40'
020'32'02"
100.13'
S66'30'27"W
99.60'
C114
311.45'
012'16'32"
66.73'
387'04'26'W
66.60'
C116
67.50'
037°13'20"
43.85'
S19'14'28"W
43.08'
�� O
1
11
II
II
II
11
11
II
11
tI
II
11
11
It
II
11
U
L140
s✓)
PLS7880
oON� 5
PPS �V1�S100 No
S06
NO CAP
SET CAP
W. DIRECTOR
STREET
PLS7880
PLS7612
1' Witness
O Corner
Nco.9
PRM A0.
6
I J UBO���sl�O0 0
I s
77
07575 150 300
SCALE: 1 "==150'
1. SEE SHEET 3 OF 6 FOR EASEME=NT NOTES
AND LEGEND.
PREPARED BY
FOX LAND SURVEYS
680 Progress Avenue, Suite #213, Meridian, ID 83642
208-342-7957 - www.hmh-llc.com
ACAD DWG. FILE 20006-01 FPLAT SHEET 4 OF 6
CERTIFICATE OF OWNER
LINDEN VILLAGE SUBDIVISION
Know all people by these presents:
that LYNX INVESTMENTS, LLLP, an Idaho limited liability limited partnership, HIGH DESERT
DEVELOPMENT LINDER VILLAGE, LLC, an Idaho limited liability company and WINCO FOODS, LLC, a
Delaware limited liability company do hereby certify that they are the owners of the real property to be known
as Linder Village Subdivision, and that they intend to include said real property as described below in this plat.
A replat of Lots 5-8 in the Midway Place Subdivision, recorded in Book 1 of Plats at Page 33 of the Ada
County Records, situated in the North 1/2 of Northwest 1/4 of Section 25, Township 4 North, Range 1 West,
Boise Meridian, Ada County, Idaho, more particularly described as follows:
COMMENCING at the Corner of Sections 23, 24, 25 and 26, monumented with a found Aluminum Cap as
shown on corner record Instrument Number 2017-072470, from which the Quarter Corner common to
Sections 24 and 25 monumented with a 2" Aluminum Cap as shown on corner record Instrument Number
2017-072469, bears South 89' 22' 30" East, 2669.54 feet;
A. Thence South 00055'10" West, 1328.81 feet to the Southwest Corner of the North 112 of the Northwest
1/4 monumented with a found 5/8" rebar with cap stamped "PLS 12087";
B. Thence along the South line of the North 1/2 of the Northwest 1/4 (the North 1/16th line), South
89°25'01" East, 48.50 feet to the Easterly Right -of -Way of N. Linder Road and the Westerly boundary line of
Grantor's parcel, and monumented by a found copper cap stamped "PLS '16662" the TRUE POINT OF
BEGINNING;
1. Thence North 00'55'10" East, 513.26 feet to a set 5/8-inch rebar with cap stamped "PLS 7612";
2. Thence South 89°04'50" East, 4.50 feet to a set 5/8-inch rebar with cap stamped"PLS 7612";
3. Thence North 00'55'10" East, 169.11 feet to a set 5/8-inch rebar with cap stamped "PLS 7612";
4. Thence North 89°04'46" West, 8.00 feet to a set 5/8-inch rebar with cap stamped "PLS 7612";
5. Thence North 00'55'10" East, 282.18 found 5/8-inch rebar with cap stamped "MHC PLS 12146";
6. Thence North 06°37'48" East, 120.60 feet to a found 5/8-inch rebar with no cap, set cap stamped "PLS
7612';
7. Thence North 00'55'10" East, 69.27 feet to a set 5/8-inch rebar with cap stamped "PLS 7612";
8. Thence North 45°46'23" East, 42.53 feet to a set 5/8-inch rebar with cap stamped "PLS 7612";
9. Thence South 89°22'30" East, 255.27 feet to a point set 5/8-inch rebar with cap stamped "PLS 7612";
10. Thence along the arc a curve to the left 52.54 feet, having a radius of 362.13 feet, a central angle of
08'1845" and subtended by a chord bearing North 86°28'08" East, 52.49 feet to a set 5/8-inch rebar with cap
stamped "PLS 7612";
11. Thence continuing along a curve to the left, having a radius of 362.13 feet, a central angle of 11'59'27",
an arc length of 75.79 feet, and subtended by a chord bearing North 760,19'01" East, 75.65 feet to a set
5/8-inch rebar with cap stamped "PLS 7612";
12. Thence along a reverse curve to the right, having a radius of 362.13 feet, a delta angle of 20'1812", an
arc length of 128.33 feet, and subtended by a chord bearing North 80°28'24" East, 127.66 feet to a set
5/8-inch rebar with cap stamped "PLS 7612";
13. Thence North 83°45'51" East, 251.14 feet to a set 5/8-inch rebar with cap stamped "PLS 7612";
14. Thence South 89°22'30" East, 1,827.47 feet to the Center of Section line of Section 25, monumented by
found 1/2-inch rebar with no cap and replaced with a set 5/8-inch rebar with cap stamped "PLS 7612";
15. Thence along said Center of Section line, South 00032'03" West, 1,256.82 feet to the Center North
1/1 6th Corner of Section 25, witnessed by a found 5/8-inch rebar with cap stamped "PLS 7612" which bears
North 89°25'01" West, 1.00 foot;
16. Thence along the North 1/16th line of Section 25, North 89°25'01" West, 2,629.97 feet to the TRUE
POINT OF BEGINNING.
Containing 3,262,294 square feet or 74.891 acres, more or less.
The easements shown on this plat are not dedicated to the public, however the right to use said easements is
hereby reserved for the uses specifically depicted on the plat, and for any other purposes designated hereon
and, no permanent structures other than for such uses and purposes are to be erected within the lines of said
easements.
All of the lots within this subdivision are eligible to receive water service from Suez Water Idaho, Inc., and
Suez Water, Idaho, Inc. has agreed in writing to serve all lots within the subdivision.
Irrigation water has been provided from North Slough Water Users Association, Inc., in compliance with Idaho
Code 31-3805(1)(b). All lots within this subdivision will be entitled to irrigation water rights, and will be
obligated for assessments from North Slough Water Users Association, Inc.
4
Joseph D. Hu rte, LYNXANVESTMENTS, LLLP, General Partner
Joseph D. H (arte, Investment Trustee of LJH GT Trust, General Partner
Joseph D. Tuarte, HIGH DESERT DEVELOPMENT LINDER VILLAGE, LLC, Manager
r
IN WITNESS WHERE OF, I HAVE HEREUNTO SET MY HAND:
LYNX INVESTMENTS, LLLP, an Idaho limited liability limited partnership
By: JosepV6. Hua e
Its: General Partner
By: LJH GT Trust
Its: General Partner
By: Jos ph D. H rte
Its: Investment Trustee
HIGH DESERT DEVELOPMENT LINDER VILLAGE, LLC, an Idaho limited liability
company
By: Jos fih- HuQ��d
1 �e
Its: Mager
ACKNO W LEl7 GNIENT
STATE OF IDAHO )
sJs.
COUNTY OF ADA )
On this _�D day of January 2021, Joseph D. Huarte, known or identified to me
to be the General Partner of LYNX INVESTMENTS, LLLP, an Idaho limited liability
limited partnership; the Investment Trustee of the LJH GT Trust; and the Manager of
HIGH DESERT DEVELOPMENT LINDER VILLAGE, LLC, an Idaho limited liability
company, who executed the foregoing instrument, and acknowledged to me that he
executed the same on behalf of Lynx Investments, LLLP; LJH GT Trust; and High
Desert Development Linder Village, LLC.
IN WITNESS WHEREOF, I hereunto set my hand and affixed my official seal the day
and year in this certificate first above written.
Not Public
Re " gat: 0 +tom ho • %54 d® 83`1® Z
My commission expires: 31 l to L b
David M. Butler, l Inco Foods, LLC, Chief Financial Officer
DYLAN J GANO
Notary Public - State of Idaho
Commission Number 20200989
MY Commission Expires Mar 20, 2026
BOOKPAGE:-
IN WITNESS WHERE OF, I HAVE HEREUNTO SET MY HAND:
WINCO FOODS, LLC, a Delaware limited liability company
y. David M. Butle
Its: Chief Financial Officer
ACKNOWLLID0NIENT
STATE OF IDAHO )
ss.
COUNTY OF ADA )
On this � day of January 2021, David M. Butler, known or identified to me
to be the Chief Financial Officer of Winco Foods, LLC, a Delaware limited liability
company, the person who executed the forgoing instrument, and acknowledged to
me that he executed the same on behalf of said company.
IN WITNESS WHEREOF, I hereunto set my hand and affixed my official seal the day
and year in this certificate first above written.
Notary Publi o ��``4;;
Residing at:
it;OTA_R
My commission expires: 4,�
a
CERTIFICATE OF SURVEYOR
I, Timothy J. Fox, PLS 7612, do hereby certify that I am a Professional Land
Surveyor licensed by the State of Idaho and that this plat of Linder Village
Subdivision, as described in the Certificate of Owners and depicted on the
attached plat, was drawn from an actual survey made on the ground Lender my
direct supervision, accurately represents the points platted thereon and, is in
conformity with the State of Idaho Codes relating to Plats, Surveys and the
Corner Perpetuation and Filing Act, Idaho Code 55-1601 through 55-1612.
\ S
7
(P tc,
��yTF OF \9��
�rHY J sb
PREPARED BY
FOX LAND :SURVS
680 Progress Avenue, Suite #2B, Meridian, ID 83642
208-342-7957 - www.hrnh-Ilc.Corn
ACAD DWG. FILE 20006-01 FPLAT
SHEET 5 OF 6
ZOZZ BOOK — PAGE
C
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED 131r�HE BOARD OF ADA COUNTY HIGHWAY
DISTRICT COMMISSIONERS ON THE DAY OF Za Z ! _
ADA CO HIGHWAY DISTRICT
=x_ s
® ®.at
BY: �• ��i,
P�IDENT -
{ TRUST�E OF EXISTING PUBLIC RIGHT" OF Y ; i C , �
J ,�n Lod ` �l1nL S L✓Cr�t, ® ® J ®I
� o i ��� 5 '��� �� 0�6%• � PCs u�
ti ® ar „° 1
ACKWO LETDCMENT 0,,��� r:�ii®°�r®
STATE OF IDAHO )
) SS.
COUNTY OF ADA )
ON THIS DAY OF JANUARY 2021, BEFORE ME, A NOTARY PUBLIC, PERSOI`I LLY APPEARED
f KNOWN OR PROVIDED TO ME TO BE THE 0jj*_CXjS4C' OF ADA
COUNTY HIGHWAY STRICT, THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FORGOING INSTRUMENT,
AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME ON BEHALF OF THE DISTRICT.
IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN
THIS CERTIFICATE FIRST A13OVE WRITTEN.
NOTARY PUBLIC
RESIDING AT: ?�015v2
MY COMMISSION EXPIRES: A6C -
E
OLLIETT
PUBILIC
F IDAHO
ON #6D677°
1, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO,
HEREBY APPROVE THIS PLAT.
- L_N 9W3C)
iERIDIAN CITY ENGINEER P.E.#
DATE
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY
CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE I S�_ DAY" OF
Z� d Z-0 I& PLAT WAS DULY ACCEPTED AND APPROVED.
CITY CLERK
3.16-t(
I��IO
% a City of ow
EA
r;2rr,'
COUNTY- RECO-RDER'S CERTIFICATE
STATE OF IDAHO)
COUNTY OF ADA) SS
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST
O'F�FOX LAND SURVEYS AT
_ MINUTES PAST_ O'CLOCKM., ON THIS �� DAY OF
IN BOOK__ OF PLATS AT PAGES L _ THRU
AS INSTRUMENT NUMBER Q,_41 -
PHIL McGRANE
EX-OFFCCAO RECORDER
DEPUTY RECORI
FEE: •'Ufa
CERTIFICATE OF C0U1',ZT'_Y SU S►fEY0R
I, THE UNDERSIGNED, COUNTY 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, SURVEYS.
COUNT SURVEYOR P.L.S.# 150.rC7
CERTIFICATE CIF COUNT-YTR-EASURER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR 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 F=OR THE NEXT THIRTY (30)
DAYS ONLY.
ELIZABETH MAHN
COUNTY TREASURER
A A f%/4 f
4DPLUT'TTR_EA:§UR0-I
DATE
AP'P1,'_0 T�dL CIF CENT L ]DISTRICT HEALTH
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 RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE
OF DISAPPROVAL.
CENTRAL DISTRIC1" Fi�ALTi-1
DATE
t,,t ttt�ueteres
W ADA •
1 •
•!
•
��''•��,totttttt►•'';�
t
L LA&
<4 J 3T�S,�
OF
rHY
PREPARED BY
FOX LAND SURVEYS
680 Progress Avenue, Suite #2B, Meridian, ID 83642
208-342-7957 - WWW.hmh-lic.com
ACAD DWG. FILE 20006-01 FPLAT
SHEET 6 OF 6