HomeMy WebLinkAboutCC - Final_PlatCP&F 2017-084154
SECTION CORNER
[ POINT OF -
NO CAP]
BEGINNING
23 24
26 25 412.34' N89.20'35"W
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4577 9' 197.19'
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23
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24 2 �� ACTS Slo
20
S89°20'35"E 1320.05'
J W. VICTORY ROAD
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PLAT SHOWING PLAT BOOK PAGE
EDGEHILL SUBDIVISION NO. 2
SITUATE IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CIN OF MERIDIAN, COUNTY OF ADA, STATE OF IDAHO
2019
CP&F 08949033
W. SIXTEENTH CORN.
[972]
CURVE TABLE - THIS SHEET ONLY
22
N0.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
Cl
300.00'
3'08'40"
16.46'
N50'45'12"W
16.46'
C2
1500.00'
5'00'22"
131.06'
N49'49'21 "W
131.02'
C3
1000.00'
1'54'55”
33.43'
N48'16'37"W
33.43'
C4
3000.00'
1'35'36"
83.43'
N50'01'53"W
83.43'
C5
600.00'
4'47'30"
50.18'
N53'13'27"W
50.16'
C6
4000.00'
1'24'53"
98.77'
NW54'45"W
98.77'
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35.00'
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29
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BLOCK 6
1
2
BLOCK 6
9
3
4
P
0
7
P
N00°37' 16"E 1325.87'
CP&F 2017-084155
26 25 QUARTER CORNER
[NO CAP]
L4
C5
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L1
S00'39'25"W
35.00'
L2
S51 *30'23"W
32.14'
L3
N50'49'41 "W
138.00'
L4
N55'37'1 2"W
34.96'
L5
N00'39'25"E
25.00'
W. BLUE DOWNS ST.
0 BLOCK 6 UJ Q
11 12 13 14 15 16 0 32
mim
Vi U
S89'23'22"E 1273.93'
U N P LATTED
31 1 30 1 29
0 100 200
SCALE IN FEET
28 1 27
LEGEND
- SUBDIVISION BOUNDARY LINE
LOT LI N E
- RIGHT-OF-WAY LINE
- - - - SECTION LINE
----- - CENTER LINE
- - - - - ADJACENT PROPERTY LINE
— - MATCH LINE
---------------- - TIE LINE
- - - - - - - - - = UTILITY EASEMENT LINE
EXISTING PIPELINE EASEMENT
...... - - - - SUNDELL LATERAL EASEMENT LINE
------------- - ACHD STORM WATER DRAINAGE EASEMENT LINE
I rn
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Lli
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13
I �
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0
- FOUND 5/8" REBAR WITH PLASTIC CAP MARKED
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!DELL LATERAL
- FOUND 5/8" REBAR, NO CAP, ADDED
w
PLASTIC CAP MARKED "JUB PLS 17665"
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- SET 1/2-X24" REBAR WITH
N
PLASTIC CAP MARKED "JUB PLS 17665"
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PLASTIC CAP MARKED "JUB PLS 17665"
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- FOUND 1/2" REBAR, REPLACED WITH 5/8"X24" REBAR
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Q r� H Q
- POINT NOT SET OR FOUND
C#
LJ
..\
- COURSE NUMBER (TYPICAL)
Ld (0
- LOT NUMBER (TYPICAL)
[####]
200,
C
- SQUARE FEET (MORE OR LESS)
0 I
]_ O N
- ADA COUNTY RECORDS
\ Cl
Cl
I
>2 �
Y a-
\
23
1
24
28 1 27
LEGEND
- SUBDIVISION BOUNDARY LINE
LOT LI N E
- RIGHT-OF-WAY LINE
- - - - SECTION LINE
----- - CENTER LINE
- - - - - ADJACENT PROPERTY LINE
— - MATCH LINE
---------------- - TIE LINE
- - - - - - - - - = UTILITY EASEMENT LINE
EXISTING PIPELINE EASEMENT
...... - - - - SUNDELL LATERAL EASEMENT LINE
------------- - ACHD STORM WATER DRAINAGE EASEMENT LINE
w
I
Lli
Q
13
W
CL
0
- FOUND 5/8" REBAR WITH PLASTIC CAP MARKED
o
"JUB PLS 17665", UNLESS OTHERWISE NOTED
(6
- FOUND 5/8" REBAR, NO CAP, ADDED
28 1 27
LEGEND
- SUBDIVISION BOUNDARY LINE
LOT LI N E
- RIGHT-OF-WAY LINE
- - - - SECTION LINE
----- - CENTER LINE
- - - - - ADJACENT PROPERTY LINE
— - MATCH LINE
---------------- - TIE LINE
- - - - - - - - - = UTILITY EASEMENT LINE
EXISTING PIPELINE EASEMENT
...... - - - - SUNDELL LATERAL EASEMENT LINE
------------- - ACHD STORM WATER DRAINAGE EASEMENT LINE
SHEET 2
SHEET
SHEET 3 vQ �
SHEET 4
SHEET 5
KEY MAP
11
SHEET 9
SHEET 10
KENTUCKY RIDGE ESTATES
25 It SOUTH SUBDIVISION
�- . - (BK 113 OF PLATS,
co PG 16776-16779, ACR)
BLOCK 4 LAND
26- NSF�SG�G
-- THIS IS A DRAFT VERSION OF THE PLAT
x,a AND IT IS PRELIMINARY IN NATURE. IT HAS
17665
x NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
9jF o= NOT FOR RECORDATION mumCJ UmB
NORTHWEST�__--
SIXTEENTH J -U -B ENGINEERS, INC.
[972] , , 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
JUB Project No. 10-19-017 SHEET 1 OF13
- SECTION CORNER
- QUARTER -SECTION CORNER
o
- FOUND 1/2" REBAR MARKED AS NOTED
0
- FOUND 5/8" REBAR WITH PLASTIC CAP MARKED
"JUB PLS 17665", UNLESS OTHERWISE NOTED
®
- FOUND 5/8" REBAR, NO CAP, ADDED
PLASTIC CAP MARKED "JUB PLS 17665"
•
- SET 1/2-X24" REBAR WITH
PLASTIC CAP MARKED "JUB PLS 17665"
0•
- SET 5/8"X24" REBAR WITH
PLASTIC CAP MARKED "JUB PLS 17665"
Q
- FOUND 1/2" REBAR, REPLACED WITH 5/8"X24" REBAR
WITH PLASTIC CAP MARKED "JUB PLS 17665"
A
- POINT NOT SET OR FOUND
C#
- CURVE NUMBER (TYPICAL)
L#
- COURSE NUMBER (TYPICAL)
#
- LOT NUMBER (TYPICAL)
[####]
- PLS NUMBER FOUND ON MONUMENT
SF
- SQUARE FEET (MORE OR LESS)
ACR
- ADA COUNTY RECORDS
SHEET 2
SHEET
SHEET 3 vQ �
SHEET 4
SHEET 5
KEY MAP
11
SHEET 9
SHEET 10
KENTUCKY RIDGE ESTATES
25 It SOUTH SUBDIVISION
�- . - (BK 113 OF PLATS,
co PG 16776-16779, ACR)
BLOCK 4 LAND
26- NSF�SG�G
-- THIS IS A DRAFT VERSION OF THE PLAT
x,a AND IT IS PRELIMINARY IN NATURE. IT HAS
17665
x NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
9jF o= NOT FOR RECORDATION mumCJ UmB
NORTHWEST�__--
SIXTEENTH J -U -B ENGINEERS, INC.
[972] , , 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
JUB Project No. 10-19-017 SHEET 1 OF13
PLAT SHOWING
EDGEHILL SUBDIVISION NO. 2
23 W 24
26 25
W. VICTORY ROAD
_ N89'20'35"W
I
\. 197.19'
-7-5114!5-14
A,45.77 9
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PAG E
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C7
54.00'
285'05'40"
268.70'
N89'22'44"W
65.68'
C8
54.00'
37'32'51 "
35.39'
S33'09'09"E
34.76'
C9
54.00'
46'52'45"
44.18'
S09'03'39"W
42.96'
C10
54.00'
44'08'09"
41.60'
S54'34'06"W
40.58'
C11
54.00'
44'08'09"
41.60'
N81'17'45"W
40.58'
C12
54.00'
44'08'09"
41.60'
N37'09'36"W
40.58'
C13
54.00'
68'15'37"
64.33'
N19*02'17"E
60.60'
C14
20.00'
52'32'50"
18.34'
N25'39'09"W
17.71'
C15
20.00'
52'32'50"
18.34'
S26'53`41 "W
17.71'
C16
1316.00'
2'39'31"
61.07'
S52'52'33"E
61.06'
0 30 60
SCALE IN FEET
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LINE TABLE - THIS SHEET ONLY
NO.
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DIST.
L1
S00'39'25"W
35.00'
12
S51'30'23"W
32.14'
L5
N00'39'25"E
25.00'
KEY MAP
11---I SHEET
SHEET 3 "8
SHEET
SHEET 4 `S SHEET 9
SHEET 6
SHEET 5
SHEET 10
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PLAT BOOK
0 30 60
SCALE IN FEET
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C15
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NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C15
20.00'
52'32'50"
18.34'
S26'53'41 "W
17.71'
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NO.
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L7
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28.28'
L8
N4537'1 VE
28.28'
L9
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SHEET 3
SHEET 4
SHEET 5
SHEET
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SHEET 10
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SHEET 4
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L ---------J
70.00'
�--
I I I I I
I� I I 11
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25.00' 80.00' 70.00' 70.00'
0
= w
(� _
O
UNPLATTED
PAG E
0 30 60
SCALE IN FEET
LINE TABLE - THIS SHEET ONLY
�n
SHEET 9
DIST.
6
SHEET 10
------_SHEET
- -
I
-
- -
I
0
1
0
Ui
LO
N
15
8,050 SIF
Ln
N
00
I
00 14
N89'23'22"W
357.36'
M
1
P7
70.00'
70.00'
------
N
I
I
N
I
I
L ---------J
I
I
�--
70.00'
I I I I I
I� I I 11
--�--------J L_ ---------J L ---------IJ L J---
25.00' 80.00' 70.00' 70.00'
0
= w
(� _
O
UNPLATTED
PAG E
0 30 60
SCALE IN FEET
LINE TABLE - THIS SHEET ONLY
�n
BEARING
DIST.
L17
Ln
N
- - -
- -
- - - -
-
- -
402-
LO
N
Ln
N
N89'23'22"W
357.36'
60.00'
70.00'
70.00'
------
--
/
o
I---5'
5'---I
i---10'
I
l
O
o
O
o
I
I
O
o
f
I
BLOCK 4
to
u7
o
I
30
rn I
9,0002 SF
a.050 SIF
w
i 8,050 SF
w
29
� I
I
00
00
I
!00
I
M
1
'n
I
I
o
N
o
Z
f
I
o
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I
I I I I I
I� I I 11
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25.00' 80.00' 70.00' 70.00'
0
= w
(� _
O
UNPLATTED
PAG E
0 30 60
SCALE IN FEET
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L17
N44'23'22"W
28.28'
L18
N45'36'38"E
28.28'
LAND
FpsG�'G
F` THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS
17665 NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
A y� � �o � NOT FOR RECORDATION fJUB
OTyY H G
_ J -U -B ENGINEERS, INC.
IN 501
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 6 OF13
SHEET _ 7
3 SNE, 8 -� C
1-1 8
cn cn
9
S \
PLAT SHOWING
EDGEHILL SUBDIVISION
S�>
00
0
79 10
�•��9A26QpQ, �\ // / o N39'18'18"E 54.85'
72 u 0, \ F
p` N89'23'22"W 140.00'
N I I \ \ \ 70.00' 70.00' / / \ \ R9Ssr �SQ'� \
o I I I o
U)
N
LO
N
N89'23'22"W 489.68'
N89'23'22"W 534.68'
N89'23'22"W 489.69'
s
I
8,0502
, 50 SF w
00
I o
O
z
1
S -'1
T
L-----------1
70.00'
\
j BLOCK 5 \ \
11 A
14,631 SIF .moo
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2
I � ,
1
08)
L23
5' o /
<�
\
v l
49.64' C.Qi
N /
U;
N
-- - - - - - - - -
L
N
70.00'
70.00'
15.00'
LENGTH
70.00'
CH. LENGTH
--------
75.00'
15 w
I
I
64.02'
C25
I
Z10,734
SF 00
I
O
I
O
O
110.23'
M
I 14
cci
I
13
�n
o
N89'23'49"E
Z00
i 8,958 SF
w
i 8,050 SF
w
N74'1 7'49"E
6
C31
975.00'
�'
00
4
8,050 SF
.-
5
34.50'
8,050 SF
34.50'
3
8,050 SF
i
3
8,050 SF
3 I
00
�
I
00
M
O
0
O
W
N
Z
I
z
l
5'
5' I
I
5'-_1
I'
o o
N
L----------
N
5'--I
�--- 5'
55'--J
�---------
L--------L
L - - - - - - -
- - -
60.00'
65.00'
70.00'
----1
U)
N
LO
N
N89'23'22"W 489.68'
N89'23'22"W 534.68'
N89'23'22"W 489.69'
s
I
8,0502
, 50 SF w
00
I o
O
z
1
S -'1
T
L-----------1
70.00'
\
j BLOCK 5 \ \
11 A
14,631 SIF .moo
I
IF)
2
I � ,
1
08)
L23
5' o /
<�
\
v l
49.64' C.Qi
N /
U;
N
-- - - - - - - - -
L
N
1► )
21
20
ori
°
(0M°
70.00'
70.00'
15.00'
LENGTH
70.00'
CH. LENGTH
--------
75.00'
50'31'37"
66.14'
N65'20'49"E
64.02'
C25
I
50'31'37"
o
I
I
L_-5'
I
I
I
O
110.23'
O
l
o
125.00'
l
I
o
N89'23'49"E
Ui
C28
cri
L
60.59'
N74'1 7'49"E
6
C31
975.00'
�'
74.94'
1 N52'07'07"W
4
8,050 SF
.-
5
34.50'
8,050 SF
34.50'
3
8,050 SF
i
3
8,050 SF
3 I
00
�
I
00
M
O
0
O
W
N
O
W
I
l
o
t
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I'
o o
N
L----------
N
5'--I
55'--J
N
t---5
� 5,
� w
----1
L-----------
70.00'
L----------
70.00'
SHEET 4
SHEET 7
N89'23'22"W 430.00'
- - - -
- - - -
SHEET 5
SHEET 6
70.00'
z
70.00'
- - -
Nob
I
I
t
t
19
I
1► )
21
20
ori
°
(0M°
70.00'
RADIUS
15.00'
LENGTH
64.71'
CH. LENGTH
--------
75.00'
50'31'37"
66.14'
N65'20'49"E
64.02'
C25
I
50'31'37"
I
N65'20'49"E
L_-5'
I
C26
125.00'
O
110.23'
O
106.70'
O
125.00'
2'25'38"
5.30'
N89'23'49"E
Ui
C28
cri
27'46'23"
60.59'
N74'1 7'49"E
6
C31
975.00'
�'
74.94'
1 N52'07'07"W
74.92'
8,050 SF
975.00'
2'01'39"
34.50'
8,050 SF
34.50'
°
o
O
0
O
W
N
O
W
I
M
5'�
o o
L----------
N
II
L----------
N
� w
70.00'
°° M
70.00'
- -
- - - -
- - - -
o
I
z
Nob
I
I
t
19
I
I
18
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C24
75.00'
50'31'37"
66.14'
N65'20'49"E
64.02'
C25
100.00'
50'31'37"
88.19'
N65'20'49"E
85.36'
C26
125.00'
50'31'37"
110.23'
N65'20'49"E
106.70'
C27
125.00'
2'25'38"
5.30'
N89'23'49"E
5.29'
C28
125.00'
27'46'23"
60.59'
N74'1 7'49"E
60.00'
C31
975.00'
4'24'14"
74.94'
1 N52'07'07"W
74.92'
C32
975.00'
2'01'39"
34.50'
N50'S5'49"W
34.50'
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L19
S76' 13'10 "E
27.51'
L20
SO4'54'59"E
28.28'
Nc3, Gl6
5'
-,A
BLOCK 7
U'i 9
9,737 SF
O
0
co
M
O
a
V)
/
/
C
\ 10
\�10,
Sis
\ �►\V/
`5' �\ ILO /
L--------------- X10.13'-------
99.56'
70.00'
17
70.00' SHEET 6
F --N89'23'22"W 428.06' F - -
F 5'--I
[-5'
I I
15
16
PLAT BOOK
PAGE
0 30 60
SCALE 1N FEET
KEY MAP
SHEET 2
_I
SHEE •
•
SHEET 4
RMS i040'��� -�
SHEET 5
SHEET 6
SHEET 10
LAND
c�����GENSFp SG�G
THIS IS A DRAFT VERSION OF THE PLAT
17665 AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
c
NOR HAVE MONUMENTS BEEN INSTALLED.
%q� 0F �o P NOT FOR RECORDATION fJUB
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com SHEET 7 0 F 13
PLAT SHOWING
EDGEHILL SUBDIVISION NO. 2
\\
_-1 L -------- 1-J L S• / / /Qom. \ \ O \
O
C39 / / r� l rw / 4.93'
SCALE IN FEET
60.00' C36
BLOCK 4 \ \ \
5' \ N 16
31.411 SF \ \ \
LOI 7 \y / ° \ .00,
6 i 9.693 SF / \\\ 79 j�
tiS
i� I ►.��o % ,97 6l\
o I 60 O�
•03, ' \\\. •w� // \\ ,+��
,
8,161 SIF
/�\S'
17
8,362 SF
8,161 SF
r _ \ \ / / / / ��� IN, \ �,y� CS cls \ \ �° /
w w \ /
_m:\ 110 60 \ / / \ \
/ h
�VC Q� \\ �l �l GyF� �� s�/ 18
BLOCOK 5
11,063 SF �> c X40
;
9;
I
90, 15 N39' 18'1 8"E 54.85'
'70,Z-_--- -00\\N89'23'22"W 140.00' -------- --
1-1
\ / 11 \
14 70.00' 70.00'0F �----12---\9
13
\,
\
/
NFAwaxe»
IJ_te»
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C5
IN
4'47'30"
50.18'
N53'13'27"W
50.16'
C6
4000.00'
1'24'53"
98.77'
N54'54'45"W
98.77'
C29
1025.00'
4!24'14"
78.79'
N52'07'07"W
N
C30
\\\ �
�
R�1 \'\
76.86'
N52'07'07"W
Ui
°'
I
I
\ 90,
4'24'1 4"
74.94'
N52'07'07"W
- -I
C33
1
2'22'36"
40.44'
N53.07'56"W
40.44'
C34
1025.00'
3'08' 15"
56.13'
N52'45'06'W
N
C35
\\\
1'15'59"
�
N50'32'59"W
I
w
I
I
I I \
I \
1�0\
O ccs'
45.89'
N71'50'59"W
45.18'
C37
100.00'
35'03'30"
61.19'
N71'50'59"W
60.24'
C38
125.00'
35'03'30"
76.49'
tTjLU
75.30'
N
125.00'
27'30'07"
60.00'
cn
59.43'
co
IN
7'33'23"
7
N58'05'55"W
17
C65
4000.00'
1'07'38"
78.70'
N55'03'23"W
12.943 SF
C66
4000.00'
0' 17'15"
20.07'
N54'20'56"W
20.07'
! o
\
\
\
16
s ,
\
\
5, I
11,744 SF O
5'
BLOCK 2_
\
00• \'
1 r.
\ SUNDELL LATERAL
_-1 L -------- 1-J L S• / / /Qom. \ \ O \
O
C39 / / r� l rw / 4.93'
SCALE IN FEET
60.00' C36
BLOCK 4 \ \ \
5' \ N 16
31.411 SF \ \ \
LOI 7 \y / ° \ .00,
6 i 9.693 SF / \\\ 79 j�
tiS
i� I ►.��o % ,97 6l\
o I 60 O�
•03, ' \\\. •w� // \\ ,+��
,
8,161 SIF
/�\S'
17
8,362 SF
8,161 SF
r _ \ \ / / / / ��� IN, \ �,y� CS cls \ \ �° /
w w \ /
_m:\ 110 60 \ / / \ \
/ h
�VC Q� \\ �l �l GyF� �� s�/ 18
BLOCOK 5
11,063 SF �> c X40
;
9;
I
90, 15 N39' 18'1 8"E 54.85'
'70,Z-_--- -00\\N89'23'22"W 140.00' -------- --
1-1
\ / 11 \
14 70.00' 70.00'0F �----12---\9
13
\,
\
/
NFAwaxe»
IJ_te»
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C5
600.00'
4'47'30"
50.18'
N53'13'27"W
50.16'
C6
4000.00'
1'24'53"
98.77'
N54'54'45"W
98.77'
C29
1025.00'
4!24'14"
78.79'
N52'07'07"W
78.77'
C30
1000.00'
4'24'14"
76.86'
N52'07'07"W
76.85'
C31
975.00'
4'24'1 4"
74.94'
N52'07'07"W
74.92'
C33
975.00'
2'22'36"
40.44'
N53.07'56"W
40.44'
C34
1025.00'
3'08' 15"
56.13'
N52'45'06'W
56.12'
C35
1025.00'
1'15'59"
22.66'
N50'32'59"W
22.66'
C36
75.00'
35'03'30"
45.89'
N71'50'59"W
45.18'
C37
100.00'
35'03'30"
61.19'
N71'50'59"W
60.24'
C38
125.00'
35'03'30"
76.49'
N71'50'59'W
75.30'
C39
125.00'
27'30'07"
60.00'
N75'37'41 "W
59.43'
C40
125.00'
7'33'23"
16.49'
N58'05'55"W
16.47'
C65
4000.00'
1'07'38"
78.70'
N55'03'23"W
78.70'
C66
4000.00'
0' 17'15"
20.07'
N54'20'56"W
20.07'
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L3
N50'49'41 "W
138.00'
L4
N55'37'12"W
34.96'
L19
S76'13'10"E
27.51'
L21
N80'40'46"E
28.28'
L22
S09' 19'1 4"E
28.28'
SHEET 4
SHEET 5
KEY MAP
SHEET 9
SHEET 10
LAND
psG�G
C� THIS IS A DRAFT VERSION OF THE PLAT
cl:� x,17665 � AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
�o� NOT FOR RECORDATION
OTh'y HFR�\G1 9
CJEUEB
7,-�
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 8 OF13
17le�
�/
s-
17,7
'--I
PLAT SHOWING
EDGEHILL SUBDIVISION NO. 2
\
\\•16,, \ S A �O
/0
o� ti 'q Rp
01:51
9
sR, so0 \ s• / / o0 20
8,298 SIF
SR9' C \ s CV
/ gyp.
`, ro
13 R2)� �So \�oo� 21 '° i
/ �s
8,231 SF
"gyp/ \.
\ •00,rp 22
!y \
o
\
� 7 � R\ ��/� \\ �/ /�� 8,145 SF
SF // /^ \ �R9S
R•
\\500, S9, \ <\ s.
/
tip
9,9322 SF / � \
\ S.
�n°`O � / gyp• \ •SR, � �
� SUNDELL LATERAL
SCALE IN FEET
PLAT BOOK
PAG E
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C1
300.00'
3'08'40"
16.46'
N50'45'12"W
16.46'
C2
1500.00'
5'00'22"
131.06'
N49'49'21 "W
131.02'
C3
1000.00'
1'54'55"
33.43'
N48'1 6'37"W
33.43'
C4
3000.00'
1'35'36"
83.43'
N50'01'53"W
83.43'
C26
125.00'
50'31'37"
110.23'
N65'20'49"E
106.70'
C41
2984.00'
1'35'36'
82.99'
N50'01'53"W
82.98'
C42
2984.00'
0'35'53"
31.15'
N50'31'45"W
31.15'
C43
2984.00'
0'59'43"
51.84'
N49'43'57"W
51.84'
C44
125.00'
20'19'36"
44.35'
N50'14'49"E
44.11'
C45
984.00'
1'54'55"
32.89'
N48'16'37"W
32.89'
C46
1516.00'
5'00'22"
132.46'
S49'49'21 "E
132.42'
C47
1516.00'
0'37'51 "
16.69'
S47'38'05"E
16.69'
C48
1516.00'
V22'31"
115.77'
S50'08'17"E
115.74'
C49
284.00'
3'08'40"
15.59'
N50'45'12"W
15.58'
C50
284.00'
2'21'31"
11.69'
N51'08'47"W
11.69'
C52
125.00'
50'27'23"
110.08'
N24'41'18"W
106.56'
C53
100.00'
50'27'23"
88.06'
N24'41'18"W
85.24'
C54
75.00'
50'27'23"
66.05'
N24'41'18"W
63.93'
C55
75.00'
28'26'03"
37.22'
N35'41'58"W
36.84'
C56
125.00'
28'39'52"
62.54'
N35'35'03"W
61.89'
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L23
S85'05'01 "W
28.28'
KENTUCKY RIDGE ESTATES SUBDIVISION NO. 3
--(BK 108 OF PLATS, PG 15162-15166, ACR)
I
I '
I
I
�0)
L,
W
En
01
0
W�
\
SHEET 2
SHEET 3
SHEET 4
SHEET 5
KENTUCKY RIDGE ESTATES
SOUTH SUBDIVISION
(BK 113 OF PLATS,
PG 16776-16779, ACR)
SHEET
KEY MAP
SHEET 9
SHEET 10
LAND
4 THIS IS A DRAFT VERSION OF THE PLAT
x,17665 O AND IT IS PRELIMINARY IN NATURE. IT HAS
;U NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
9� OF \a= NOT FOR RECORDATION JUB
O�yY H G
J -U-6 ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
1 p 208 376 7330 w www.jub.com
SHEET 9 OF13
PLAT SHOWING
EDGEHILL SUBDIVISION NO. 2
I o
I
I o
I
DELTA
L
Ln
LO
C49
284.00'
j 29
j 28
N50'45'12"W
U-1
SHEET
9
0'47'09"
SUNDELL LATERAL
200
00I
C52
125.00'
50'27'23"
110.08'
N24'41'18"W
M
I PO
I M
50'27'23"
\
23 \
I O
cR9
�o
O_
\
I ?
I
N24'41'18"W
o I
I o
125.00'
21'47'30"
1
L-- J -------- J
L----------�
C58
75.00'
c50
70.00'
N10*28'17"W
28.65'
C59
20.00'
90'04'15
31.44'
N45'34'31"E
28.30'
C60
1 45.00'
90'04'15"
70.74'
N45-34'31 "E
63.68'
C61
70.00'
90'04'15"
2R•in
ui
99.06'
C62
70.00'
4'58'18"
6.07'
NO3'01'33"E
6.07'
C63
70.00'
49'06'38"
60.00'
N30'04'01 "E
�,�
4p6 � C51
C64
70.00'
35'59'17"
43.97'
N72'36'59"E
43.25'
12
�`
I
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24
N
SHEET
9
N89'23'22"W 185.32'
12, SF
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O
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SHEET 6
SHEET
10 70.00'
110
78.06'
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5
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12.93'
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o
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- -
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- - - - - - - --
I -- - - - - -
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15
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14
8,050 SIF
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13
I
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SCALE IN FEET
L6
C62
------�
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S84'29'18"E 135-77'--L
70.00'
63.65'
___
N89'23'22"W
838.66'
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N89'23'22"W 402.36'
in
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N89'23'22"W 357.36'
- -- 70_00'--- --
I---5' 5'
I I
in
N
70_00' - - - 17.36'
I
5 I I1--- 5
o
I o
I
I o
I
DELTA
L
Ln
LO
C49
284.00'
j 29
j 28
N50'45'12"W
U-1
8,050 SF w
8,050 SF w
0'47'09"
30 o
200
00I
C52
125.00'
50'27'23"
110.08'
N24'41'18"W
M
I PO
I M
50'27'23"
O
I O
I O
C54
Z
I Z
I
I ?
I
N24'41'18"W
o I
I o
125.00'
21'47'30"
1
L-- J -------- J
L----------�
C58
75.00'
70.00'
70.00'
N10*28'17"W
\/ w o
/ I 0 m L'- co
10 --I U
0 m
Zcn..�
BLOCK 4 I Y °-
26
21,617 SF I N
\�°p• \ ACHD STORM
DRAIN EASEMENT SEE I ° - - - - - - - -
ti6 •� EASEMENT NOTE 3
\
27
12,885 SF \
\ � I
\ <\
F
L----------� \11,----------�-�
151.71' 70.88'
UNPIATTED
PLAT BOOK
PAGE
CURVE TABLE - THIS SHEET ONLY
NO.
RADIUS
DELTA
LENGTH
CH. BEARING
CH. LENGTH
C49
284.00'
3'08'40"
15.59'
N50'45'12"W
15.58'
C51 1
284.00'
0'47'09"
3.89'
N49'34'27"W
3.89'
C52
125.00'
50'27'23"
110.08'
N24'41'18"W
106.56'
C53
100.00'
50'27'23"
88.06'
N24'41'18"W
85.24'
C54
75.00'
50'27'23"
66.05'
N24'41'18"W
63.93'
C57
125.00'
21'47'30"
47.54'
N10*21'22"W
47.26'
C58
75.00'
22'01'20"
28.83'
N10*28'17"W
28.65'
C59
20.00'
90'04'15
31.44'
N45'34'31"E
28.30'
C60
1 45.00'
90'04'15"
70.74'
N45-34'31 "E
63.68'
C61
70.00'
90'04'15"
110.04'
N45'34'31 "E
99.06'
C62
70.00'
4'58'18"
6.07'
NO3'01'33"E
6.07'
C63
70.00'
49'06'38"
60.00'
N30'04'01 "E
58.18'
C64
70.00'
35'59'17"
43.97'
N72'36'59"E
43.25'
LINE TABLE - THIS SHEET ONLY
NO.
BEARING
DIST.
L24
N49' 10'52"W
13.56'
SHEET 2
SHEET 3
SHEET
SHEET 5
SHEET
N>l Q
KEY MAP
SHEET 9
SHEET 10
LANA
F THIS IS A DRAFT VERSION OF THE PLAT
17665 O AND IT IS PRELIMINARY IN NATURE. IT HAS
a NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
��y� �a P NOT FOR RECORDATION '
13
�T HPR�\G
�=--� J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 10 OF13
PLAT SHOWING
EDGEHILL SUBDIVISION
NOTES
1. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF RE -SUBDIVISION.
2. LOT 14 OF BLOCK 2, LOT 16 OF BLOCK 4, LOTS 9, AND 10 OF BLOCK 6, AND LOT 7 OF BLOCK
7 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE EDGEHILL SUBDIVISION
HOMEOWNER'S ASSOCIATION.
3. DIRECT LOT ACCESS TO W. VICTORY ROAD AND S. LINDER ROAD IS PROHIBITED.
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN'S
ZONING ORDINANCE AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. ALL LOT, PARCEL, AND
TRACT SIZES SHALL MEET DIMENSIONAL STANDARDS AS ESTABLISHED IN THE CITY OF MERIDIAN'S
ZONING ORDINANCE.
5. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY.
6. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
APPROVED IN THE SANITARY RESTRICTION RELEASE.
7. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER
REGARDING ADDITIONAL RESTRICTIONS.
8. THIS SUBDIVISION 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 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."
9. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT INSTRUMENT NO. 2019 -
10.BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE
THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. ON ????(DATE) TEST PITS WERE
ADVANCED TO A DEPTH OF ??? DEPTH BELOW THE SURFACE AND NO GROUND WATER WAS
ENCOUNTERED.
REFERENCE DOCUMENTS
SUBDIVISIONS: KENTUCKY RIDGE ESTATES SUBDIVISION NO. 3 (BK 108 OF PLATS, PGS 15162-15166,
ACR), PREAKNESS SUBDIVISION (BK 113 OF PLATS, PGS 16719-16721, ACR)
SURVEYS:
DEEDS:
EASEMENTS: INST. NO. 390274
NO. 2
EASEMENT NOTES
PLAT BOOK
PAGE
1. LOT 14 OF BLOCK 2, LOT 16 OF BLOCK 4, LOTS 9, AND 10 OF BLOCK 6, AND LOT 7 OF BLOCK
7 ARE HEREBY DESIGNATED AS BEING SUBJECT TO A BLANKET UTILITY EASEMENT OVER SAID LOTS.
2. ALL UTILITY EASEMENTS SHOWN OR DESIGNATED HEREON ARE NON-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 & PRIVATE
UTILITIES, PRESSURIZED IRRIGATION, SEWER SERVICE, CABLE TELEVISION/DATA; APPURTENANCES
THERETO; AND LOT DRAINAGE.
3. THOSE PORTIONS OF LOTS 16, 26, AND 27 OF BLOCK 4, AND LOT 9 OF BLOCK 6, ARE SERVIENT
TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY
THAT CERTAIN 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.
4.
NO
EASEMENT SHOWN OR DESIGNATED HEREON SHALL PRECLUDE
THE CONSTRUCTION AND
MAINTENANCE OF HARD -SURFACED DRIVEWAYS, LANDSCAPING, PARKING, SIDE & REAR PROPERTY
LINE
FENCES, OR OTHER SUCH NONPERMANENT IMPROVEMENTS.
5.
ALL
EASEMENTS ARE PARALLEL (OR CONCENTRIC) TO THE LINES
(OR ARCS) THAT THEY ARE
DIMENSIONED FROM UNLESS OTHERWISE NOTED.
6.
SEE
INSTRUMENT NO. 2019- FOR EXISTING ACHD
RIGHT-OF-WAY.
7.
SEE
INSTRUMENT NO. 2019- FOR EXISTING ACHD
SIDEWALK EASEMENTS.
8.
SEE
INSTRUMENT NO. 390274 FOR EXISTING EASEMENT FOR PIPELINE RIGHT-OF-WAY CONTRACT.
LAND
NSF�sG�F`
17665
%�`S'� F
O
OTyY H PR��G
THIS IS A DRAM VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION (rJNUEB
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub,com
SHEET 11 OF13
PLAT SHOWING
EDGEHILL SUBDIVISION
CERTIFICATE OF OWNERS
KNOW ALL PEOPLE BY THESE PRESENTS: THAT CHALLENGER DEVELOPMENT, INC., AN IDAHO CORPORATION, DOES HEREBY CERTIFY
THAT IT IS THE OWNER OF THAT REAL PROPERTY TO BE KNOWN AS EDGEHILL SUBDIVISION NO. 2, AND THAT IT INTENDS TO INCLUDE
SAID REAL PROPERTY, AS DESCRIBED BELOW, IN THIS PLAT:
A PARCEL OF LAND SITUATE IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 NORTH, RANGE
1 WEST, BOISE MERIDIAN, LYING IN THE CITY OF MERIDIAN, COUNTY OF ADA, STATE OF IDAHO, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 25; THENCE NORTH 00°37'16" EAST, ALONG THE WEST LINE OF SAID
SECTION 25, A DISTANCE OF 2,651.63 FEET TO THE NORTHWEST CORNER OF SAID SECTION 25; THENCE SOUTH 89'20'35" EAST,
ALONG THE NORTH LINE OF SAID SECTION 25, A DISTANCE OF 412.34 FEET; THENCE LEAVING SAID NORTH LINE, SOUTH 00'39'25"
WEST, A DISTANCE OF 35.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF W. VICTORY ROAD, SAID POINT BEING
THE POINT OF BEGINNING OF THIS DESCRIPTION;
THENCE FROM SAID POINT OF BEGINNING, ALONG SAID RIGHT-OF-WAY LINE, THE FOLLOWING THREE (3) CONSECUTIVE COURSES:
1. NORTH 89'20'35" WEST, A DISTANCE OF 197.19 FEET,
2. SOUTH 77'51'45" WEST, A DISTANCE OF 145.79 FEET, AND
3. SOUTH 51°30'23" WEST, A DISTANCE OF 32.14 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF S. LINDER
ROAD;
THENCE SOUTH 00'37'16" WEST,
ALONG SAID
EASTERLY RIGHT-OF-WAY
LINE, A DISTANCE OF 1,238.14 FEET TO A
POINT ON THE
SOUTH LINE OF THE NORTHWEST
QUARTER OF
THE NORTHWEST QUARTER
OF SAID SECTION 25; THENCE SOUTH 89'23'22"EAST,
ALONG
SAID SOUTH LINE, A DISTANCE
OF 1,273.93
FEET TO THE NORTHWEST
SIXTEENTH CORNER OF SAID SECTION 25;
THENCE NORTH
00°32'23" EAST, ALONG THE EAST
LINE OF THE
NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF SAID SECTION
25, A DISTANCE
OF 360.44 FEET TO THE MOST
SOUTHERLY CORNER OF EDGEHILL SUBDIVISION
NO. 1, SAID CORNER BEING ON THE
CENTERLINE OF
THE SUNDELL LATERAL; THENCE
ALONG SAID CENTERLINE
THE FOLLOWING
TEN (10) CONSECUTIVE COURSES:
1, ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 300.00 FEET,
AN ARC LENGTH OF 16.46 FEET, THROUGH A CENTRAL ANGLE OF 03°08'40", AND A CHORD BEARING NORTH 50°45'12" WEST,
A DISTANCE OF 16.46 FEET,
2. ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,500.00 FEET, AN
ARC LENGTH OF 131.06 FEET, THROUGH A CENTRAL ANGLE OF 05'00'22", AND A CHORD BEARING NORTH 49'49'21"WEST, A
DISTANCE OF 131.02 FEET,
3. ALONG THE ARC OF A REVERSE CURVE TO THE LEFT, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,000.00 FEET, AN
ARC LENGTH OF 33.43 FEET, THROUGH A CENTRAL ANGLE OF 01'54'55", AND A CHORD BEARING NORTH 48'16'37" WEST, A
DISTANCE OF 33.43 FEET,
4. NORTH 49' 14'05" WEST, A DISTANCE OF 198.62 FEET,
5. ALONG THE ARC OF A CURVE TO THE LEFT, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 3,000.00 FEET, AN ARC
LENGTH OF 83.43 FEET, THROUGH A CENTRAL ANGLE OF 01°35'36", AND A CHORD BEARING NORTH 50°01'53" WEST, A
DISTANCE OF 83.43 FEET,
6. NORTH 50'49'41" WEST, A DISTANCE OF 138.00 FEET,
7. ALONG THE ARC OF A CURVE TO THE LEFT, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 600.00 FEET, AN ARC LENGTH
OF 50.18 FEET, THROUGH A CENTRAL ANGLE OF 04°47'30", AND A CHORD BEARING NORTH 53'13'27" WEST, A DISTANCE OF
50.16 FEET,
8. NORTH 55°37'12" WEST, A DISTANCE OF 34.96 FEET,
9. ALONG THE ARC OF A CURVE TO THE RIGHT, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 4,000.00 FEET, AN ARC
LENGTH OF 98.77 FEET, THROUGH A CENTRAL ANGLE OF 01'24'53", AND A CHORD BEARING NORTH 54'54'45" WEST, A
DISTANCE OF 98.77 FEET, AND
10. NORTH 54'12'18" WEST, A DISTANCE OF 481.32 FEET;
THENCE LEAVING SAID CENTERLINE, THE FOLLOWING TWO (2) CONSECUTIVE COURSES:
1. NORTH 35°47'42" EAST, A DISTANCE OF 171.27 FEET, AND
2. NORTH 00'3925" EAST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING.
THE ABOVE-DESCRIBED PARCEL CONTAINS AN AREA OF 25.57 ACRES OF LAND, MORE OR LESS.
END OF DESCRIPTION.
THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. 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 THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN
WRITING TO SERVE ALL LOTS WITHIN THE SUBDIVISION. IRRIGATION WATER HAS BEEN PROVIDED FROM NEW YORK IRRIGA-I-ION, IN
COMPLIANCE WITH IDAHO CODE 31-3805(1)(B). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND
WILL BE OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND:
COREY D. BARTON, PRESIDENT
CHALLENGER DEVELOPMENT, INC.
ACKNOWLEDGMENT
;3r_�mw•»lnsW
NO. 2
CERTIFICATE OF SURVEYOR
PAG E
I, TIMOTHY HARRIGAN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN
THE STATE OF IDAHO, AND THAT THIS PLAT OF EDGEHILL SUBDIVISION NO. 2 IS TRUE AND CORRECT
AS DESCRIBED IN THE CERTIFICATE OF OWNERS AND AS SHOWN HEREON, AND WAS SURVEYED IN
ACCORDANCE WITH IDAHO CODE RELATING TO PLATS AND SURVEYS.
TIMOTHY HARRIGkq-,-PLS 17665
ral
LAVA
NSFOSG�'�
2-017665
OF
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
I�[*Im0]3 = 4%I0-1497:lULei 1
COUNTY OF ADA3 SS.
ON THIS DAY OF- IN THE YEAR 20 , BEFORE ME,
A NOTARY PUBLIC IN AND FOR THE STATE OF , PERSONALLY
APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO BE THE
PRESIDENT OF CHALLENGER DEVELOPMENT, INC., THAT EXECUTED THE WITHIN
INSTRUMENT AND ACKNOWLEDGED TO ME THAT CHALLENGER DEVELOPMENT, CJUB
INC. EXECUTED THE SAME.
NOTARY PUBLIC FOR IDAHO
MY COMMISSION EXPIRES
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 12 OF13
PLAT SHOWING
EDGEHILL SUBDIVISION
APPROVAL OF CENTRAL DISTRICT HEALTH DEPARTMENT
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 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 -M, 20 -
COMMISSION PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
APPROVAL OF MERIDIAN CITY ENGINEER
I, THE UNDERSIGNED, CITY ENGINEER, IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO
HEREBY APPROVE THIS PLAT.
MERIDIAN CITY ENGINEER
APPROVAL OF MERIDIAN CITY COUNCIL
DATE
I. THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO
HEREBY CERTIFY THAT AT REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ___ DAY OF
THIS PLAT WAS DULY ACCEPTED AND APPROVED.
MERIDIAN CITY CLERK
PLAT BOOK
NO. 2
PAG E
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 FIND THAT IT COMPLIES WITH THE STATE OF IDAHO
CODE RELATING TO PLATS AND SURVEYS.
ADA COUNTY SURVEYOR
CERTIFICATE OF COUNTY TREASURER
DATE
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER
REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR
DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION
HAVE BEEN PAID IN FULL. THIS CERTIFICATE IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
ADA COUNTY TREASURER DATE
COUNTY RECORDER'S CERTIFICATE
STATE OF IDAHO
SS. INSTRUMENT NO. N� _
COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF JUB ENGINEERS, INC. AT
MINUTES PAST O'CLOCK_.M.,
THIS -DAY OF_-- �,, IN MY OFFICE, AND WAS RECORDED IN
BOOK ---OF PLATS AT PAGES ___ THROUGH __.
FEE:--
DEPUTY
EE: _
DEPUTY EX -OFFICIO RECORDER
LAND
10 C� THIS IS A DRAFT VERSION OF THE PLAT
x, 0 AND IT IS PRELIMINARY IN NATURE. IT HAS
17665
� NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLEDfin 0
.
9� �a� NOT FOR RECORDATIONUB
OTyY H 7-'=00001"r
2.2 J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 13 OF13