HomeMy WebLinkAboutFINAL PLAT V1PLAT SHOWING
FRIAR RIDGE _S UPDI VISION NO.
LOCATED IN THE NE 1 /4 OF SE 1 /4 AND
BASIS OF BEARING THE SE 1 /4 OF THE NE 1 /4 OF SECTION 35,
........................................................................... sc>U5'UrAE 2559.Ui;' .......T.31V.; �Z.1�.; C"i.h1l.; CITY OF iviERIDIAN; ADA COUNTY,
............................
2022
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_ _ _ _ _ _ _ _ _ �, MMIDI�4.— — — — — — — — — . — — — — N89.21'32"w (STATE HWY 59)L1 1TS0(TU5'0131W
1n 71
33.00'
Lci
L2 S03`13"3U`E
_ SUU`05_UU>_E 502.31' _ S02`12`1S'W 25U.20' X1 1t32,73
• --------------0--------- Can Nn� -- SUU`U5'U�3`E 3UU.UU" _ , •
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SHAFER VIEW
ESTATES
BLOCK
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10
11
12
13
14 15
16
17
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BLOCK 1
NUU`3t3'.20'"E 354.00'
Line Table
Line #
Direction
Length
L7
S00'37'38"W
20.00
L2
N89'21'32"W
32.01
L3
N45'21'13'E
18.53
L4
N44'40'24"W
18.25
L5
S45-19-36"W
18.52
L6
S89'54'52'W
24.00
L7
N43'07'55"W
18.77
L8
S45'45'57"W
18.38
L9
N89'12'25"W
24.00
S, BLUE QUARTZ AVE
O
O
O
O
O
O
O
O9
10
11
BLOCK
3
ALLEY
10
8
O
12
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w
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6
N
W
5
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BLOCK
4
O
O
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O
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O
10
11
UNPLATTED
S. SOLARIS AVE.
Z
12
�1
--- NUU`47`35"E NUO°4.8'17 E
--� 11&1,3 47.UU
UNPLATTED
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Line Table
Line #
Direction
Length
L10
N44'20'20'W
18.36
L11
N45'45'57'E
18.38
L12
N44'12'25"W
18.38
L13
N00'47'35"E
24.00
L14
N45'47'35"E
18.38
L15
N00'47'35"E
30.04
L16
N11'55'45"E
32.30
L17
N33'04'15"W
18.38
L78
N78'04'15"W
1 14.55
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
c1
123.50
24.00
23.97
N06'21'40'E
11'08'10"
C2
276.50
15.24
15.24
1 N79'38'59-W
3'09'28'
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BLOCK 504
IZ
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NUU`10'51'E 157.04'
L14-J
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LEGEND
------- Subdivision Boundary
Section Line
Lot Line
S. CHESMAN AVE.'04
o I in
15 •----------------- •
• NOO`05'06'W 314.10' • •
14 NO0`47'35'"E
42. UU
13 1 N69`15'41'W
12 57.7S
IDAHO
•
NOTES:
11
•
1. Lot lines common to a public right—of—way line have a SIXTEEN (16) foot wide permanent
•
public utilities, water, sewer, drainage & irrigation easement unless otherwise shown. All rear
10
•
lot lines have a TEN (10) foot wide permanent drainage and irrigation easement as shown.
O
N
Each side of interior lot lines have a FIVE (5) foot wide drainage and irrigation easement as
J UNPLATTED
shown except Blocks 6 and 7. Where a Pressure Irrigation Main is constructed, said lot line
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easements are TEN (10) feet wide as shown.
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to
to
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2. Any Re —Subdivision of this Plat shall be in compliance with the most recently approved
Y I 1
Subdivision Standards of the City of Meridian.
7
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3. Portions of Lots 1, Block 2, Lots 1 & 7, Block 3, Lot 1, Block 4, Lot 1, Block 5, Lot 1, Block
6
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6, and Lot 8, Block 7 are servient to and contain the ACHD Storm Water Drainage System.
I
These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement
5
Z
recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master Perpetual
4
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
3
•
set forth in full (the "Master Easement"). The Master Easement and the Storm Water Drainage
J
System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master
2
•
Easement is for the Operation and Maintenance of the Storm Water Drainage System.
4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states:
1 I
Nd915"41`W
"No agricultural operation, agricultural facility or expansion thereof shall be or become a
75.35
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.
NOU`44;15"'E
The provisions of this section shall not apply when a nuisance results from the improper or
13
47.00
negligent operation of an agricultural operation, agricultural facility or expansion thereof."
00W'47'35'E
53. ,3
6. Irrigation water has been provided by Boise—Kuna Irrigation District in compliance with Idaho
OLot
Number
Found Aluminum cap
O
Set 5/8" x 24' Iron Pin
with Plastic Cap, PLS 11779
100 0 50 100 200
Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water
Rights, and will be Obligated for Assessments from Boise—Kuna Irrigation District.
7. Direct lot access to S. Meridian Rd. and w. Quartz Creek St. is prohibited.
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 and 2, Block 1, Lots 1 and 14, Block 2, Lots 1, 7, and 12, Block 3, Lots 1, 7, and 12,
Block 4, Lot 1, Block 5, Lots 1, 8, and 15, Block 6 and Lots 1, 8, and 15, Block 7 are
common lots which shall be owned and maintained by the Briar Ridge Homeowner's
Association. All common lots are subject to a blanket public utility easement and irrigation
easement.
10. ACHD Permanent Easement — See Inst. No.
11. ACHD License Agreement — See Inst. No.
12. McBirney Lateral Easement — See Inst. No.
l/ a 11779 ��
OF
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SHEET 9 0 5
SCALE IN FEET
1"=100'
CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD STREET,
BOISE, 10 83704 BOOK PAGE
BRIAR RID GE`' S UBDI VI SION NO. I
LEGEND
------- Subdivision Boundary
Street Centerline
Lot Line
R P.O.B• I O Lot Number
Ion Set 5/8" x 24" Iron Pin
I Lj OO with Plastic Cap, PLS 7729
lad Set 1/2" x 24" Iron Pin
I SOOS'08'E 602.31' _______-____________--- __�__-__ S2'12'18"W 250.20' I with Plastic Cap, PLS 11779
35.00' 567.30'
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102.79'
72.90'
S0.00'
50.00'
50.00' 1
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50.00'
58.86'
41.14'
S0.00'
55.68'
BLOCK
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38.36'
9.04• a� °� 0 SO'05'08"E 373.11'
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38.00'
38.00' 11
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2.51'
39.30'
38.00'
38.00'
38.00'
38.00'
47.55'
38.00'
38.00'
38.00'
38.00'
IW SOO'38'28"W rn NO'05'08"W 395.19' o SO'05'08'E 468.16'
I a i 110.00, Co - - - - - -ALLEY - - sOroS'o8"E 395.12'
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38.00' 41
38.00'
38.00'
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38.00'
38.00'
38.00'
38.00'
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BLOCK 4
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10.82'
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39.33'
38.00'
38.00'
38.00'
38.00'J.
47.18'
38.00'
38.00'
26.78'
C14
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SO'05'08"E 114.76'
SO'05'08"E 341.29'
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S. SOLARIS AVE.N0'05'08'W 585.63'
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BLOCK 5
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3 N 93.75' N
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NOO'44'19"E
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94.76'
NOO'44'19"E
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S1155'45+ S00'4735'W
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SCALE IN FEET
1 "= 50'
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11779 0-
2/
��p9TF OF
YM McCA��
CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD STREET,
BOISE, ID 83704
SHEET 2 OF 3
SEE SHEET 4 FOR NOTES
SEE SHEET 3 FOR LWE AND
CURVE TABLE BOOK PAGE
FRIAR RIDGE :S UPDI VI:SIO» NO
15.04
S3'13'30"E 182.73' '
SO'OS'OB"E 300.00' - - 27,p7�
F---- ♦--------------- ----------------
N O I BLOCK 2 J jI 1=1
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I o SO'05'08"E 555.70' o � �
N SO'05'08"E 594.62' S. CHESMAN AVE. O N
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�N NO'05'08"W 67.68' _ N 31 Z
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8.5Ci 1852NO'05'08"W 314.10' 3.1.36' 0
19"W 94.06' NO' 47'3"E 42.00'
10
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94.06'
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00'45'Do"
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36.48' J
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12.00'
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11.98' 12.08'
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SO'47'35"W 70.41'n I "
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NO'44'19"E 47.00
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Line Table
Line #
Direction
Length
L1
S00'37'38"W
20.00
L2
N89'21'32"W
32.01
L3
N45'21'13"E
18.53
L4
N44'40'24"W
18.25
L5
S45'19'36"W
18.52
L6
S89'54'52"W
24.00
L7
N43'07'55"W
18.77
L8
S45'45'57"W
18.38
L9
N8912'25"W
24.00
L10
N44'20'20"W
18.36
1-11
N45'45'57"E
18.38
L12
N4412'25"W
18.38
L13
N00'47'35'E
24.00
L14
N45'47'35'E
18.38
Line Table
Line #
Direction
Length
L15
N00'47'35"E
30.04
L16
N11'55'45"E
32.30
L17
N33'04'15"W
18.38
L18
N78'04'15"W
14.55
119
S86'00'17'E
34.65
L20
N86'00'17"W
28.03
L21
N8912'25"W
37.23
L22
S89'12'25"E
29.08
L23
54412'25"E
19.58
L24
54519'36"W
18.52
L25
N4440'24"W
18.79
L26
54519'36"W
15.53
L27
N4414'03'W
18.39
L28
N45'45'57"E
18.43
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
123.50
24.00
23.97
N06'21'40"E
11*08'10'
C2
276.50
15.24
15.24
N7938'59'W
3'09'28"
C3
300.00
16.53
16.53
N79'38'59'W
3'09'28"
C4
100.00
20.97
20.93
1 N05'55'19"E
12'00'53"
C5
100.00
19.44
19.41
S06'21'40"W
11*08'10'
C6
300.00
26.78
26.77
N86'42'14"W
5'06'53"
C7
300.00
26.78
26.77
S86'42'14"E
5'06'53"
C8
50.00
77.82
70.20
N44'40'24'W
8910'33'
C9
300.00
58.59
58.50
S83'39'58"E
1111'26"
CiO
50.00
77.91
70.26
N44'43'20"W
8916'24"
C11
323.50
17.83
17.83
N79'38'59"W
3'09'28"
C12
75.00
15.73
15.70
N05'55'19"E
12'00'53"
C13
125.00
11.24
11.23
NO2'29'22"E
5'09'01'
C14
125.00
14.98
14.97
N08'29'49"E
6'51'53"
C15
125.00
26.21
26.16
S05'55'19"W
12'00'53'
C16
76.50
14.87
14.85
S06.21-40-W
11ro8'10'
C17
310.00
27.67
27.66
N86'42'14"W
5'06'53"
C18
290.00
11.80
11.80
58518'44"E
219'52'
C19
290.00
14.09
14.09 1
S87'52'10"E
2'47'01"
C20
290.00
25.89
25.88
N86'42'14"W
5'06'53"
C21
290.00
24.46
24.45
N86'50'41"W
4'49'59"
C22
290.00
1.43
1.43
N8417'15"W
016'54"
C23 1
290.00
25.89
25.88
S86'42'14'E
5'06'53'
C24 1
310.00
22.62
22.61
S8614-12"E
410'48-
Line Table
Line #
Direction
Length
L29
54414'03'E
15.39
L30
S56'55'45"W
18.38
L31
N78'04'15"W
21.60
L32
S78'04'15"E
20.10
L33
N33'04'15"W
18.38
L34
S11'55'45"W
14.44
L35
S11'55'45"W
14.44
L36
S56'55'45'W
18.38
L37
N78'04'15"W
13.05
L38
S44'43'20'E
22.32
L39
S89'21'32"E
33.21
L40
S89'21'32"E
32.32
L41
N4516'40"E
22.45
L42
N89'21'32"W
30.00
------� �NO'47735"E 118.13'
I 1
I O I
BLOCK 5
---------r----------------
F---------
Line Table
Line #
Direction
Length
L43
N44'11'19"W
23.61
1-44
S4516'40"W
24.25
L45
S44'43'20"E
21.35
L46
S45'16'40"W
21.08
L47
N44'43'20'W
18.27
L48
S45'16'40"W
18.50
L49
N69'53'10"E
9.21
L50
S20'40'10"W
9.21
L51
S75'35'24"E
10.61
L52
S44'40'24"E
18.25
L53
N4519'36"E
18.52
L54
S44'40'24"E
18.25
L55
N4519'36"E
18.52
L56
58915'41'E
14.31
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C25
310.00
5.06
5.05
S88'47'38"E
0'56'05"
C27
29.00
24.59
23.86
N24'22'27"W
48'34'37"
C28
29.00
20.55
20.12
N68'57'43"W
40'35'55"
C29
29.00
45.14
40.72
1 N44'40'24"W
8910'33"
C30
73.50L24.03
76.42
N31'24'37"W
62'38'57"
C31
73.50
33.73
N75'59'53"W
26'31'35"
C32
73.50
103.19
N44'40'24"W
8910'33"
C33
323.50
1.60
S89'07'11'E
016'59"
C34
323.50
24.02
S86'51'02"E
415'20"
C35
323.50
29.24
29.23
S82-08.02"E
510'41"
C36
323.50
8.32
8.32
S78'48'28"E
1'28'27"
C37
323.50
63.18
63.08
N83'39'58"W
1111'26"
C38
276.50
54.00
53.92
S83-39.58-E
1111'26"
C39
55.00
8.34
8.33
N3T04'58'E
8'40'59"
C40
55.00
39.80
38.94
N12'00'36"E
41'27'45"
C41
55.00
30.38
30.00
N24-32-53"W
31'39'12"
C42
55.00
30.38
30.00
N5612'05'W
3139'12"
C43
55.00
42.12
41.09
S86'02'06"W
4352'26"
C44
55.00
14.37
14.33 1
S56'36'53"W
14'S8'01"
C45
55.00
165.39
109.75
N44'43'20'W
172*17'36"
C46
26.50
11.56
11.47
N12'34'55"W
2459'33"
C47
26.50
29.73
28.20
N5713-07"W
6416'51"
C48
26.50
41.29
37.24
S44'43'20'E
8916'24"
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LEGEND
------- Subdivision Boundary
Street Centerline
OLot
Lot Line
Number
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Found Aluminum cap
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11779
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with Plastic Cap, PLS 11779
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CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD STREET,
BOISE, ID 83704
EEi 3 OF 77
50 0 25 50 100
SCALE IN FEET
1 "=50'
SEE SHEET I FOR NOTES
BOOK PAGE
BRIAR RID GE`' S URDI VI BSI N NO.
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1 "=50'
SEE SHEET 4 FOR NOTES BOOK PAGE
LEGEND
------- Subdivision Boundary
Easement line (See Note 1)
------- Existing Easement line (As noted)
Street Centerline
Lot Line
OLot Number
O Set 5/8" x 24" Iron Pin
with Plastic Cap, PLS 7729
Set 1/2" x 24" Iron Pin
with Plastic Cap, PLS 11779
rf ACHD Storm Droin
Easement — See Note 3
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11779
N��/Z5�2o2Z 20
cOp9TF OF
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CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD STREET,
BOISE, ID 83704
SHEET 4
OP
alley Engineering,
CIVIL ENGINEERING I PLANNING I C,
1119 E. STATE ST., SUITE 210 TEL 20E
EAGLE, ID 83616 www.bq&.yeppj
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Subdivision Boundary
Easement line (See Note 1)
Existing Easement line (As noted)
Street Centerline
Lot Line
Lot Number
Found Aluminum cap
Set 5/8" x 24" Iron Pin
with Plastic Cap, PLS 7729
Set 1/2" x 24" Iron Pin
with Plastic Cap, PLS 11779
ACHD Storm Drain
Easement — See Note 3
�pL LANO
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1 779
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0 TF OF
y44 M D"
CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD STREET,
BOISE. ID 83704
'S= EET 5 OF 7
50 0 25 50 100
SCALE IN FEET
1 "=50'
SEE SHEET I FOR NOTES
BOOK PAGE
BRIAR RIDGE S UBDI VISION NO. /
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:
A parcel of land located in the located in the Northeast 1/4 of the Southeast 1/4 and the Southeast 1/4 of
the Northeast 1/4 of Section 36, T.3N., RAW., B.M., City of Meridian, Ada County, Idaho being more particularly
described as follows:
Commencing at the East 1/4 of Section 36 from which the Southeast corner of said Section 36 bears South
00°05'08" East, 2669.88 feet; thence North 89o21'32" West, 33.00 feet to the REAL POINT OF BEGINNING.
thence continuing North 89°21'32" West, 32.01 feet to the west right-of-way line of State Highway No. 69, as
shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho
Transportation Department;
thence on said west right-of-way line the following four (4) courses and distances:
South 00°05'08" East, 602.31 feet;
South 02o12'18" West, 250.20 feet;
South 00o05'08" East, 300.00 feet;
South 03°13'30" East, 182.73 feet to the south boundary line of the Northeast 1/4 of the Southeast 1/4 of said Section
36
thence on said south boundary line, North 89°12'25" West. 100.86 feet;
thence leaving said south boundary line, North 00°47'35" East, 42.00 feet;
thence North 45°21'13" East, 18.53 feet;
thence North 00°05'08" West, 314.10 feet;
thence North 44°40'24" West, 18.25 feet;
thence North 89'15'41" West, 67.76 feet;
thence South 45o19'36" West, 18.52 feet;
thence South 89°54'52" West, 24.00 feet;
thence North 43°07'55" West, 18.77 feet;
thence North 89'1641" West, 188.05 feet;
thence South 45°45'57" West, 18.38 feet;
thence North 89°12'25" West, 24.00 feet;
thence North 44o20'20" West, 18.36 feet;
thence North 89'1541" West, 75.35 feet;
thence North 00°44'19" East, 47.00 feet;
thence North 45°45'57" East, 18.38 feet;
thence North 00o47'35" East, 68.48 feet;
thence North 44°12'25" West, 18.38 feet;
thence North 00°47'35" East, 24.00 feet;
thence North 45°47'35" East, 18.38 feet;
thence North 00°47'35" East, 30.04 feet;
thence 24.00 feet along the arc of curve to the right having a radius of 123.50 feet, a central angle of 11'08'10"
and a long chord which bears North 06°21'40" East, 23.97 feet;
thence North 11 °55'45" East, 32.30 feet;
thence North 33'04'15" West, 18.38 feet;
thence North 78'04'15" West, 14.55 feet;
thence 15.24 feet along the arc of curve to the left having a radius of 276.50 feet, a central angle of 03°09'28" and
a long chord which bears North 79°38'59" West, 15.24 feet;
thence North 08'46'17" East, 47.00 feet;
thence North 00°47'35" East, 118.13 feet;
thence North 89°12'25" West, 441.23 feet;
thence North 00°10'51" East, 157.04 feet;
thence South 89°21'32" East, 438.70 feet;
thence North 00°38'28" East, 364.00 feet to a line parallel with and 20.00 feet north from the south boundary line
of the Southeast 1/4 of the Northeast 1/4 of said Section 36;
thence on said parallel line, South 89°21'32" East, 565.03 feet,
thence leaving said parallel line, South 00°37'38" West, 20.00 feet to the REAL POINT OF BEGINNING.
CERTIFICATE OF OWNERS CONTINUED
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 Development, Inc., an Idaho Corporation
COREY D. BARTON, PRESIDENT
CERTIFICATE OF SURVEYOR
I, Cody M. McCammon. 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.
pL LANO
Si. %C
'A 1 7A
A
Cody M. McCammon N o
CO p 9TF OF
y�? M cC Ah��
ACKNOWLEDGMENT
State of Idaho )
) s.s.
County of Ada )
P.L.S. No. 11779
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 Challenger Development, Inc., an
Idaho Corporation, the corporation which executed the within instrument and acknowledged to me that he 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
Notary Public for Idaho
Residing in _, Idaho
el<Jailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
1119 E. STATE STREET. SUITE 210 TEL 208-938-0013
SHEET 6 OF
EAGLE, ID 83616 w .baileyengineers.com
BRIAR RID CrE :S URDI VI MON 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.
Central Health
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
Date
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on
the day of , 20
President ACHD
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 in and 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
I 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
�NNL LAN, i
ENSF G L�
1 779 m�
,A
�0p9TF OF \61
YM MCCP��
CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP
9955 W. EMERALD STREET,
BOISE, ID 83704
20 _, in Book
Ex-Officio Recorder
54EET 7 OF 7
at
_ Minutes
of plats at