CC - FPlat_2018-05-250 100 200
0111111111116_m�
Scale in Feet
6 5
[5291] ---- ---
7 8 CP&F No. 111065664
Unplatted
CLL --L G I CL.....L A
0 300 600
Sheet 3 1 Sheet 2 Scale in Feet
Key Map
PLAT SHOWING
Pine 43 Subdivision No. 1
Situated in the Northwest Quarter.
Section 8, Township 3 North, Range 1 East, Boise Meridian,
Meridian, Ada County, Idaho.
2018
E. Fairview Avenue
S89'59' 19"E 2652.60'
--- 1591.68' --- ---
N1/4
CP&F No. 108038434
5 [Bare]
1060.92' 8
S00'32'33"W
476.45'
Pleasant Valley
Subdivision I N89'42'07"W
[Bare] 100.04' [Bare]
Paddington
. \ Subdivision
00
I ai
00
S I
30'WC 6s.
0
v 2 I Elliott Park
40" I Subdivision NO
rn
21 20 34.4 I ;� Pleasant
�� 19 18 1 ( 'oM Valley
v 17 16 N Subdivision
n % 15 �® X9 $8 6 23'�
1 S
.J �� \ 14 13 0 R M 2 ,
v, F 30 WC
0111 Block 3 11
tp .c 16 ho�10
eo' 12 9
'� Q 17 O,y� 8 8 2
v o� ® 15 18 e 7 6 3ryE Pin
0L15 m �,° 19 20
5 4 e, 46, / �� /
L14 = 14 21 3
L13 13 2 3
o L12 12 Block 2 23 • /
x L11 a See Detail 11 22 24CID 25 1 _ /
N I • This Sheet 26
UJ l L10 0\0� \ 10 9 27 28 � V /
a • • F 8 29 Q /
N � L9 21 '°�e 7 _� •
•
N o cd� • 20 S�d� )toy 6 5 4 Presider L1
0o L7 • 19 18 O~��e \ 3 2 1 a ial Drive I
z z V / -.1_ i L3
006 17 16 L4
\ 15 14 L
62• 13 Block 1 J
a
__-----__ '93'`'9'' 12 11 10 •
--' ' 9S, I'li • 9 g 7 g 5 4 3 2 1
F, Sto U I Unplatted
to
�•
I ; `� • entre • •
c5 C4 • •
10.(
L6
\ 10.0(
0 i
� • es i
I O'
C'j \ /
®r`e \ / J Unplatted
\ h) • ��Detail
1 = 10
v r
7.8 E. Pine Avenue
--- - -- - --
---
[5291 ]W1 /4 N89'5457"W 2649.69'
CP&F No. 107150725
See Sheet 6 for Notes, Easement Notes, & Reference Documents.
iA
0
M
to
(o
N
I39:
1
I0
I M
0
V)
- - - [Bare]
C1/4
CP&F No. 111014365
PLAT BOOK PAGE
Legend
Curve #
Length
Radius
- Subdivision Boundary Line
Chord Bearing
- Lot Line
- - -
- Section Line
- -
- Center Line
S 15'44' 10"W
- Right-of-way Line
C2
- Adjacent Property Line
• •
- Match Line
----- -----------
- Tie Line
- - - - - - -
- - - Utility Easement Line
- - - - -
- - - ACHD Right -of -Way Easement Line
- - - - -
- - - ACHD Sidewalk Easement Line
- -- -- --
-- - ACHD Drainage Easement Line
- --- ---
--- - Utility & ACHD Drainage Easement Line
N87'52'49"W
ACHD Drainage Easement Area
C5
- Section Corner
r
- Quarter -Section Corner
0
- Found 5/8" Rebar, with Plastic Cap Marked
C6
"J -U -B 11334" unless otherwise noted
•
- Set 1/2"x24" Rebar, with
N56'27'02"W
Plastic Cap Marked "J -U -B 11334"
O
- Set 5/8"x24" Rebar, with
451.50'
Plastic Cap Marked "J -U-8 11334"
0
- Set 1/2"x24" Rebar, with
Plastic Cap Marked "EASEMENT JUB 11334"
A
- Point Not Set or Found
C#
- Curve Number (Typical)
L#
- Course Number (Typical)
#
- Lot Number (Typical)
RM
- Reference Monument
[####]
- PLS Number Found on Monument
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C1
126.19'
520.00'
13'54' 13"
S 15'44' 10"W
125.88'
C2
89.79'
480.00'
10'43'06"
S06'1 9'43')N
89.66'
C3
45.00'
30.00'
85'56'05"
S54!39'1 9'V
40.89'
C4
195.92'
1020.00'
11'00'20"
N87'52'49"W
195.62'
C5
365.04'
680.00'
30'45'29"
N78'00'14"W
360.68'
C6
60.35'
280.00'
12'20'55"
N56'27'02"W
60.23'
C7
6.58'
451.50'
0.50'08"
N50'26'24"W
6.58'
Line Table - This Sheet Only
Line #
Direction
Length
L1
S53' 18'11 "W
27.98'
12
S08'55'25"W
56.00'
L3
S81'04'35"E
5.31'
L4
S40'03'1YE
30.18'
L5
S00'58'10"W
52.03'
L6
N82'22'39"W
107.88'
L7
NO2'01'00'W
27.68'
L8
N44°06'05"W
56.02'
L9
S87'34'43"W
18.57'
L10
N46'36'49"E
54.00'
Line Table - This Sheet Only
Line #
Direction
Length
L11
N36'47'36"E
26.24'
L12
N29'41'49"E
26.24'
L13
N26'08'55"E
15.61'
L14
N11'27'39"W
7.38'
L15
N39'08'31 "E
20.00'
L16
N30'30'44"E
105.98'
L17
N10*53'31 "E
79.88'
L18
N28'14'17"E
47.01'
L19
N26'22'56"E
115.98'
L20
N23'20'20"E
30.01'
LANA
£ SG CJN ■
8
%y f °F��'J-U-6 ENGINEERS, INC.
qEL S .
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
JUB Project No. 10-18-011
SHEET 1 OF 8
PIAT SHOWING
S. �> C. Pine 43 Subdivision No. 1
70Block 3
N / 25 / ' / Ci8 �`'� �a'o. 7 1
.. .. "1 . �� .. .. �'cr-� V o /.. �.. 1 .. .. ..Common Lot Sheet 4
N /
26 /Block 2 // ° / Sheet 2
�•
4 01
� /mss. •� / �, / 28 / ,47
S75.32/^ / ' 23 5 23.5
-_
.OSE \ ` �/ / 70. ?N / ti / 8, I I - /
\`41,04 41 06, �_ S / N / 29
S75.40'49S77.48,
� /_rte,• "E 15"E Co
41.45, S79 09. _ / o, ° - _ - - j
E �/ ---
: 70, �� - _ 5616 32"E ��lqr CO 'Iz��-
Presidential �N S8 1'04',35-C 156.43'
I ,M /1b. Od `� 31
, � 4 / s� //7 c° N LO - Drive o
ti 3 A // Block 2 ,,�� / 3• / MN2 �`� . S81*04'35 E 204 - `n
I/ N, / ; V 2 c�, / 1 �-/ " i d N '26 - _ N N
N
7p.
Zo / ti s - - i
1
_ - 35 E 0
L--- / s---�/ Lam--- -�� 64.81' N
-I L J - -
4 C83 C82 28.03' 48.28' �'
CS / ��. - - _ [ - - - - _ _ - -•
I N88'03'03"E 76.31 G,��, �^ �. - _ - - - - _ _ _ _ 2
_ E. Presidential Drive
N S88'03'03"W 76.31'_- - - - -
- - -___ - - - - - •O-- - _ - - C•}- Gig 60, /A
-10_ �-----, F --I I -----j � 10' I I 5'--I --� I--10'
5' -JI I 5'--j �i I~10' { I 5'yiL
I I I 5'�
_LO
, I I { I M 1 0 I N 1 00
C j I ° 1I u? { a; l 0 1 a; I N
C; 0;j l �o { I rn I 1 a� O
w j I _® I� I CPI W I W I w I
0 8 I % I W 6 I w 5 I Block 1 3 { 0 2
LO
4 I o I O
o f 1 I { u, I� I I 1 `"
co lC14 {? { o I o I o t o I o
jZ l 0 1 0 I o I N I cn { N I Z
j j o 5' i `� 1 I I { 5,---I I 1
1 5' I I yl {----10'
--J L__ -J L- -J L ---J
L21 I _
_ L22 L23 L24 - L25 - - - �6 - - - - L27 - _ - L28-
:ommon Lot - - - - - - - - ----- - 2 _ _ - _ _
• 1 N_
I • C4
V) . N
m' m
I E. State Avenue
�Cn
Unplatted
Curve Table -This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C1
126.19'
520.00'
13'54'13"
S15'44'10"W
125.88'
C2
89.79'
480.00'
10'43'06"
S06'19'43"W
89.66'
C3
45.00'
30.00'
85'56'05"
S54'39'19"W
40.89'
C4
195.92'
1020.00'
11'00'20"
N87'52'49"W
195.62'
C18
86.32'
60.00'
82'25'47"
N23'30'00"W
79.07'
C19
.73.66'
60.00'
70'20'09"
N52'52'58"E
69.12'
C28
99.29'
83.50'
68'07'40"
N53'59' 13"E
93.54'
C37
52.51'
36.50'
82'25'47"
N23'30'00"W
48.10'
C38
44.81'
36.50'
70'20'09"
N52'52'58"E
42.05'
C53
30.18'
83.50'
20'42'38"
N23'59'36"W
30.02'
C54
18.91'
83.50'
12'58'31 "
N07'09'01 "W
18.87'
C63
33.77'
568.82'
3'24'04"
S82'02'00"E
33.76'
C64
33.77'
568.82'
3'24'06"
S85'26'06"E
33.77'
N82•22'39 "W 10 7.8
8
Curve Table -This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C65
33.78'
568.82'
3'24'08"
S88'50'1 2"E
33.77'
C66
14.01'
568.82'
1'24'41"
N88'45'23"E
14.01'
C67
14.81'
83.50'
10'09'38"
N82'58'14"E
14.79'
C68
28.79'
83.50'
19'45'07"
N68'00'51 "E
28.64'
C69
30.16'
83.50'
20'41'52"
N47'47'22"E
30.00'
C70
25.53'
83.50'
17'31'04"
N28'40'55"E
25.43'
C79
11.71'
1950.00'
0'20'39"
N64!53'1 3'V
11.71'
C80
96.19'
520.00'
10'35'53"
S14'05'00"W
96.05'
C82
17.69'
521.82'
1'56'32"
N89'01'19"E
17.69'
C83
44.13'
521.82'
4'50'45"
S87'35'03"E
44.12'
C84
42.63'
521.82'
4'40'52"
S82'49'15"E
42.62'
See Sheet 1 for Legend.
See Sheet 6 for Notes, Easement Notes, & Reference Documents.
G�
V
PLAT BOOK
f
1
1
1
I
I
I
I
I
I
I
I
PAGE
0 30 60
Scale in Feet
Unplatted
Line Table - This Sheet Only
Line #
Direction
Length
L1
S53'18'11 "W
27.98'
L2
S0855'25"W
56.00'
L3
S81'04'35"E
5.31'
L4
S40'03'1 3"E
30.18'
L5
S00'58'10"W
52.03'
L21
S82'06'38"E
39.81'
L22
S85'34'02"E
39.81'
L23
S89'01'25"E
39.81'
L24
N87'31'56"E
35.02'
L25
N87'50'27"E
35.01'
L26
N89'46'11 "E
35.00'
L27
S88'20'55"E
35.03'
L28
S86'16'45"E
35.11'
L29
S31.51'42"E
16.07'
L30
N32'31'12"W
39.54'
L40
N37'26'55"W
28.93'
L41
N58'24'29"E
30.41'
L54
N56'08'51 "E
23.92'
Sheet 5 Sheet 4
rA LIor
�����II,'�i.
. ``
, 300 600
Sheet Sheet 2 > =cale In Feet
Key ..
. . I
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 2 OF 8
i 0.00, ,
PLAT SHOWING PLAT BOOK
C7 • ? ".�9,,, Pine 43 Subdivis ion No. 1
L14 o
.r � s
� �� �
s
,•
�
... .. .. v• 'FMF..'x°D ^.. / .�o. ti s�.. `>! `Socs.�°•. c�C��,2•ry/./. .._� �/./. /.. _,M,,w /0o / / ./ . ro;4 ,.�moooo g // F .//. Ss/?� .3.r,. ?/ � 9�F, l J /\ •6rye/S0/° p
0 30
01
22
US Q0, <v ry / �'N�ms•`/ / / /
.2�. 3
o� c 12 �
r°190
/
/
Scale
/
.
in Feet
'�Qppr°. /ML11 Bloc k4ti r°�
Sheet 5 1 A0 N
-4
Sheet 3
\ N® "�/ L43 �� 2� 4 1002
/ / r° 4p �
Vti 2 0 0 s° nr /
S6, / cSS �„ \ ° /��' / N / oo' // ,/ \p "E 376-19,C 1 4-
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g o�J • 30 N S6 4Q0 ;� // // cV / 9 / 5:, / ,I 7 41.1 %' S7$•3 -
�,°c 05ry
• �o,,�0�•5 `�� ?�. v �s' / /\ \�S6 � h ?,3?9'F 88,\ ,s i/ / �M // ;," / o• / /
,° tiBlock ` 04
L9 v \ 8 7, E
5G i �o�r°. / /� asp F p X29•, ��r°° 2N / ,M /
�tK Fis, %% /`mss° 21 o`V //��'s-,(9
7
•0 V° ,^� , o / s. ti� .00.S S �o/ 8Q®p,� �/
N "1
ft
/ S 76 7 �/ s° � / /
\ \ IN,
^o �ry // // Op• // o /� Op, '88�ro �/ lZN // ^V / 4
19
8• -_1 -4 �
ter°, � L
/=ry // 00 // 1/ // \ \ CSS \ \ \ C3 C8 r0-
17 - -�-
k, / oo / s, ' � CS , \ M 9 C84
16 C20
4 r°° Block 1 00. // o/ // 6 N
15 , � r 0
,�
Cg1 C29
Ns?9"F\, 3Spp,�./ / s ry� / // oo• // S~/ ��o• �
Line Table - This Sheet Only
Line #
Direction
Length
L7
NO2'01'00"W
27.68'
L8
N44'06'05"W
56.02'
L9
S87.34'43"W
18.57'
L10
N46'36'49"E
54.00'
L11
N36.47'36"E
26.24'
L21
S82'06'38"E
39.81'
L31
N80'48'41 "E
10.45'
L32
N80'48'41 "E
15.08'
L37
S26'08'55"W
2.63'
L38
S1 1'27'39"E
16.39'
L39
1\144'11'47"E
27.04'
L42
N4
521.82'
Line Table - This Sheet Only
Line #
Direction
Length
L43
N80'48'41 "E
25.53'
L44
N44'11'47"E
27.87'
L45
N44'11'47"E
26.20'
L55
S56'1 5'50"E
35.22'
L56
S62'13'37"E
35.00'
L57
S62'39'41 "E
35.66'
L58
S64'49'42"E
39.81'
L59
S68'17'05"E
39.81'
L60
S71.44'29"E
39.81'
L61
S75'1 1'52"E
39.81'
L62
S78'39'15"E
39.81'
CV
. C63
9 \ 3S 0p, �/ `/�M`O / co // - / cv S� %'��o' 1 (- :- _ -C64
19 - / 'V 13 / / o / t t r
`395, \ / / / / s'-1 1°
.�\ 1 4S� �\ s�/= // �� / o / t o N t
/
ls8 4�r0 j / N i 10 t 3 I
0 Po f 8
19
/ /t6o o O
L
np a e t
- J-
----62
1
8'51'05"W 7.72' \ - -L21 '
C5 Common Lot o 300 soo
• \ I
Scale in Feet
PAGE
.E
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C5
365.04'
680.00'
30'45'29"
S78'00'14"E
360.68'
C6
60.35'
280.00'
12'20'55"
S56'27'02"E
60.23'
C8
41.54'
521.82'
4'33'38"
S78.12'00"E
41.52'
C9
40.77'
521.82'
4'28'34"
S73'40'54"E
40.76'
C10
40.28'
521.82'
4'25'21"
S69'13'56"E
40.27'
C11
40.04'
521.82'
4'23'47"
S64'49'23"E
40.03'
C20
279.10'
545.32'
29' 19'28"
S77'1 7' 1 YE
276.06'
C21
45.22'
188.13'
13'46'24"
S55'44'17"E
45.12'
C23
78.75'
250.00'
18'02'52"
N35'10'21 "E
78.42'
C29
291.13'
568.82'
29' 19'28"
S77' 17'1 3"E
287.96'
C30
50.87'
211.63'
13'46'25"
S55-44'1 7"E
50.75'
n•rw
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C39
267.07'
521.82'
29' 19'28"
S77' 17'1 3"E
264.17'
C55
15.71'
211.63'
4'15'14"
S50'58'42"E
15.71'
C56
35.16'
211.63'
9.31'10"
S57'51'54"E
35.12'
C57
6.96'
568.82'
0'42'02"
S62'58'30"E
6.95'
C58
33.78'
568.82'
3'24'08"
S65'01'35"E
33.77'
C59
33.77'
568.82'
3'24'06"
S68'25'43"E
33.77'
C60
33.77'
568.82'
3'24'05"
S71'49'48"E
33.76'
C61
33.77'
568.82'
3'24'04"
S75' 13'52"E
33.76'
C62
33.77'
568.82'
3'24'04"
S78'37'56"E
33.76'
C63
33.77'
568.82'
3'24'04"
S82'02'00"E
33.76'
C84
42.63'
521.82'
4'40'52"
S82'49'15"E
42.62'
\ M N Sheet 5 i Sheet 4
`�.
OR t L
` - In to
{ Sheet 3
LANA S Key Map
G
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OF�Y
�P�O�G'
cygEL S. �y� J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
rn rn> n>n nn. w w•�n»n» u�n•nw.r>»r rn ,n>
See Sheet 1 for Legend. p 208 376 7330 f 208 323 9336 w www.jub.com
See Sheet 6 for Notes, Easement Notes, & Reference Documents.
Sheet 2
SHEET 3 OF 8
tOjd'
a� • a�
U) V)
Common' Lot
70 ' 3S
�I
/ ^
/ ,\N12
I /
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Sheet 5 Sheet 4
,
0 300 600
Sheet 3 I Sheet 2 Scale in Feet
Key Map
Elliott Park
Subdivision
ss�.s8.
?3ryF
1 )98; S?'
PLAT SHOWING
Pine 43 Subdivision No. 1
r
Curve #
Length
Radius
Delta
,
Chord Length
C1
126.19'
520.00'
13'54'13"
S15'44'10"W
125.88'
C14
30.00'
�00
3'18'20"
S21'02'07"W
30.00'
C15
1 96.95'
300.00'
18'30'57"
LO
96.53'
C16
61.77'
283.45'
12'29'10"
1\174'53'52"W
61.65'
I�
135.70'
30
60
N66'41'05"W
Scale in Feet
30'WC
I O
O
O
Point of
Beginning
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C1
126.19'
520.00'
13'54'13"
S15'44'10"W
125.88'
C14
30.00'
520.00'
3'18'20"
S21'02'07"W
30.00'
C15
1 96.95'
300.00'
18'30'57"
S71 *52'58"E
96.53'
C16
61.77'
283.45'
12'29'10"
1\174'53'52"W
61.65'
C17
135.70'
1973.50'
3'56'23"
N66'41'05"W
135.67'
C18
86.32'
60.00'
82'25'47"
N23'30'00"W
79.07'
C24
89.35'
276.50'
18'30'57"
S71'52'58"E
88.97'
C25
66.89'
306.95'
12'29'10"
N74'53'52"W
66.76'
C26
137.32'
1997.00'
3'56'23"
N66'41'05"W
137.29'
C27
93.35'
83.50'
64'03'08"
N32'41'20"W
88.56'
C34
104.54'
323.50'
18'30'57"
S71'52'58"E
104.09'
C35
56.65'
259.95'
12'29' 10"
N74'53'52"W
56.54'
C36
134.08'
1950.00'
3'56'23"
N66'41'05"W
134.06'
C37
52.51'
36.50'
82'25'47"
N23'30'00"W
48.10'
C42
35.24'
276.50'
7'18'07"
S70'01'10"E
35.21'
C43
36.05'
276.50'
T28'1 3"
S77'24'20"E
36.03'
C44
36.10'
306.95'
6'44'20"
N77'46'16"W
36.08'
C45
30.79'
306.95'
544'49"
N71'31'42"W
30.78'
C46
4.53'
1997.00'
0'07'48"
N68'35'23"W
4.53'
X47 `�70, I / / wry- i ^ / r� i co /' / 30 -*00
ry Pleasant
� � / o� o°j / til 3g F Valley
C4 / / / Nco / ,o� 7 / 08' >>S38 ss%S8 Subdivision
C2' C43' _`' L� _ _ �/ s' / �ryco // ^� Block 3/� o,°j /08, 3 F ?9
C44 6 / / o• / 6 ¢
C46
C1,5 N C2 C45 o/ �7/ �/ ft* 5 / / s• / 5 08'
C4,J / S. / 'CV / ,o 4
C72 h 4 °' 'P // ,^ 3
vn,//
/ Co \ \ 17 C73 ----C74C35 \ ' oMed C26 C49 �/ / / Nco .°. -
O V cO ^ o o
23C36 �s?� / / . ^
•`yry // 24 4' / o // -/ / °: a .. �.o... o .i Block 3
70-"' / N 25rlv / Co.� / C�8 \ \ �c�j ��, j - % - - . o . ./ 1
.. / / .nr / . .. •M / °' / .. .. /� - ' ' 7 .. Common Lot
Ca-/ /Block 2 �' / �% �\ �,5°c../..--o---/
0
S76'19'� 111) 27
/ FIV
70' / // %ry // �c� �\
41 01 E `/ /�S, ti / 28 � // \ � , 477' .5' � �
` 17 S75 32,05� / / ^ / ^ / 23.5 23
70, r`81
4 1. 6' L_ _ s' 29
- _
5,5.40.49"E S77.48, 5»E L� s, =N // / • X70 ° .
/ o 41,450 S79.53,0 „ o /�
co
s �/ 7o - ? _
41.890 S77.1,5 J rd co �� N
�� E Q CO S81 • co N zo 04 35 E
56.66 3 N 156• 43'
C\4 40LO
_residential Drive
/ MC,•� / S81.04•35 E - I
3'411 2 A A i0
e% N
G
1
of
See Sheet 1 for Legend.
See Sheet 6 for Notes, Easement Notes, & Reference Documents.
I Ink ma* 0 k
PAGE
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C47
35.10'
1997.00'
1'00'25"
N68'01'17"W
35.10'
C48
35.06'
1997.00'
1'00'21"
N67'00'53"W
35.06'
C49
35.03'
1997.00'
1'00'18"
N66'00'34"W
35.03'
C50
27.60'
1997.00'
0'47'31 "
N65'06'39"W
27.60'
C51
7.41'
83.50'
5'05'10"
N62'10'19"W
7.41'
C52
36.84'
83.50'
25' 16'49"
N46'59'20"W
36.54'
C53
30.18'
83.50'
20'42'38"
N23'59'36"W
30.02'
C54
18.91'
83.50'
12'58'31 "
N07'09'01 "W
18.87'
C72
1 40.74'
323.50'
7'12'53"
S73'20'06"E
40.71'
C73
23.70'
323.50'
4'11'54"
S79'02'30"E
23.70'
C74
18.01'
259.95'
3'58'14"
N79'09'19"W
18.01'
C75
38.63'
259.95'
8'30'55"
N72'54'45"W
38.60'
C76
40.18'
1950.00'
1'10'50"
N68'00'17"W
40.18'
C77
40.11'
1950.00'
1'10'43"
N66'49'31 "W
40.11'
C78
40.06'
1950.00'
1' 10'37"
N65'38'51 "W
40.06'
C79
11.71'
1950.00'
0'20'39"
N64!53'1 3V
11.71'
C80
96.19'
520.00'
10'35'53"
S14'05'00"W
96.05'
C81
2.03'
1950.00'
0'03'35"
N68'37'29"W
2.03'
Line Table - This Sheet Only
Line #
Direction
Length
L1
S53' 18'11 "W
27.98'
L40
N37'26'55"W
28.93'
L54
N56°08'51 "E
r 23.92'
FA
/ /*
1 /
/
� - Sheet 4
Sheet 2
I /
/ Unplatted
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 4 OF 8
Curve Table - This Sheet Only
Curve #
Length
Radius
Delta
Chord Bearing
Chord Length
C7
6.58'
451.50'
0'50'08"
N50'26'24"W
6.58'
C12
32.33'
164.63'
11'15'04"
S56'59'57"E
32.28'
C13
7.25'
164.63'
2'31'20"
S50'06'45"E
7.25'
C15
96.95'
300.00'
18'30'57"
S71 *52'58"E
96.53'
C21
45.22'
188.13'
13'46'24"
S55.44' 17"E
45.12'
C22
12.56'
461.50'
1.33'35"
N50'04'41 "W
12.56'
C23
78.75'
250.00'
18'02'52"
N35'10'21 "E
78.42'
C24
89.35'
276.50'
18'30'57"
S71'52'58"E
88.97'
C30
50.87'
211.63'
13'46'25"
S55'44'1 7"E
50.75'
C31
56.58'
278.00'
11'39'39"
N38'21'57"E
56.48'
C32
69.93'
222.00'
18'02'52"
N35' 10'21 "E
69.64'
C33
6.56'
471.50'
0'47'50"
N50'27'33"W
6.56'
C34
104.54'
323.50'
18'30'57"
S71'52'58"E
104.09'
C40
39.58'
164.63'
13'46'24"
S55'44'17"E
39.48'
C41
18.07'
276.50'
3'44'37"
S64.29'48"E
18.06'
C55
15.71'
211.63'
4'15'14"
S50'58'42"E
15.71'
C71
40.10'
323.50'
7'06'10"
S66 -10'34"E
40.08'
C72
40.74'
323.50'
7'12'53"
S73'20'06"E
40.71'
/ o
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IN,
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\
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IN, o\
IN, M.
Unplatted
30'WC
r4/
CO
�p �4 �•
?CN °j
i
O Q4 Co��Xr 562•' .00, \/
3.
9'F
U0 i
p� N
C33
\_47
o /
• 10.00'
• �'2 . 10.00 \ 14 0 /
>>, / a' mss• /
L14 .60',
L13 w • w l ^ / 13
OD
70,
o \6 N
L11 Block o4��y ?��• c c,
Sheet 5 1 v / • AO 2 V /
Sheet 3 • • • ' NIZI
�, L3 1_32
40
See Sheet 1 for Legend.
See Sheet 6 for Notes, Easement Notes, & Reference Documents.
PLAT SHOWING
Pi -0 ne 43 Subdivision No. 1
Pleasant Valley
Subdivision
Paddington
Subdivision
S6
0'
40"
<�
Sheet 5 � Sheet 4
PLAT BOOK PAGE
0 300 600
Sheet 3 Sheet 2 Scale in Feet
0 30 60
Key Map
Scale in Feet
to 1*
Line Table - This Sheet Only
Line #
Direction
Length
L10
N46'36'49"E
54.00'
L11
N36'47'36"E
26.24'
L12
N29'41'49"E
26.24'
L13
N26.08'55"E
15.61'
L14
N11'27'39"W
7.38'
L15
N39'08'31 "E
20.00'
L18
N28'14'17"E
47.01'
L31
N80'48'41 "E
10.45'
L32
N80'48'41 "E
15.08'
L33
N71'45'43"E
20.10'
L34
N71.45'43"E
7.87'
L35
N11.21'05"W
14.20'
L36
N11'21'05"W
17.53'
L37
526'08'55"W
2.63'
L38
S11'27'39"E
16.39'
L42
N48'51'05"W
7.72'
L43
N80'48'41 "E
25.53'
L46
S11'27'39"E
23.77'
L47
N78'20'44"E
18.39'
L48
N18'14'17"W
28.59'
L49
S62'37'29"E
13.88'
L50
N48'51'05"W
24.75'
L51
N11'21'05"W
31.73'
L52
N71 *45'43"E
27.98'
D --,c16 N
C34 N
C72:
h00\
AND
/ 23,
ti // I 24 �'�cq 0
S.
70.I(J B
/
S76.19,.
F 01,
7 �.. 41•>> J -U-6 ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 5 OF 8
PLAT SHOWING
Pine 43 Subdivision No. 1
Notes
1. Lot 1 of Block 1, Lot 15 of Block 2, Lot 1 of Block 3, Lot 1 of Block 4, and Lot 1 of Block
5 are common lots which shall be owned and maintained by the Pine 43 Subdivision
Homeowner's Association.
2. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at
the time of re—subdivision.
3. 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 Ccity of Meridian's Zoning Ordinance.
4. Lots shall not be reduced in size without prior approval from the health authority.
5. No additional domestic water supplies shall be installed beyond the water system approved in
the sanitary restriction release.
6. Reference is made to the public health letter on file with Ada County Recorder regarding
additional restrictions.
7. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest
established normal ground water elevation. On SOME DATE test pits were advanced to a depth
of SOME DEPTH below the surface and no ground water was encountered.
8. 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 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 development is subject to a Development Agreement, Instrument No.
10.This development is subject to ACHD License Agreement Instrument No.
11. This development is subject to Nampa & Meridian Irrigation District License Agreement Instrument
No. M_, for discharge into the Jackson Drain.
12.This development is subject to Settlers Irrigation District License Agreement Instrument No.
13.This development will be subject to covenants, conditions, and restrictions (CC&Rs).
Reference Documents
Subdivisions:
Pleasant Valley, Elliot Park, & Paddington.
Surveys:
ROS 3350, 3755, 6734, 10366, 10875, & 11291.
Deeds:
2018-023491, 2018-023492, & _
Easements: &
"Aw,
Easement Notes
1. Lot 15 of Block 2, Lot 1 of Block 4, and Lot 1 of Block 5 are hereby designated as having a
Utility Easement co—situated (i.e. blanket easement) with 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. Portions of Lots 1 & 2 of Block 3, and Lot 1 of Block 5 are servient to and contain the ACHD
storm water drainage system. These lots are encumbered by that certain 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. See Instrument No. --_____—_ for Existing ACHD Right—of—Way Easement.
5. See Instrument No. ___--_ for Existing ACHD Sidewalk Easement.
6. See Instrument No. __--__—_— for Existing Offsite ACHD Drainage Easement.
7. No Utility 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.
8. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
ANpCJUB
■
a- 11 4 5"
�`�, OF � 1 -U -B ENGINEERS, INC.
OF �
ygEL
S. 0y 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 6 OF 8
In witness whereof, I have hereunto set my hand:
Dennis M. Baker, President
C&O Development, Inc.
Acknowledgment
State of Idaho )
County of Ada 5 ss.
On this day of in the year 20 , before me, a
Notary Public in and for the State of Idaho, personally appeared Dennis M.
Baker, known or identified to me to be President of C&O Development, Inc.,
that executed the within instrument and acknowledged to me that C&O
Development, Inc. executed the same.
Notary public for Idaho
My commission expires -
Certificate of Surveyor
I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Pine 43 Subdivision No. 1, as described in the Certificate of
Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho
CnrlP rPlnfinn to nlntc nnri curvavc
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 7 OF 8
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No. 1
Certificate of Owners
Know all people by
these presents: that C&O Development, Inc, an Idaho corporation, does hereby certify that it is the owner of that real property to be known as Pine 43 Subdivision No. 1, and that it intends to include said real property, as described
below,
in this plat: To Wit:
A parcel of land situated in the northwest quarter of Section 8, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows:
Commencing at the
center quarter -section corner of Section 8, Township 3 North, Range 1 East, Boise Meridian, which bears 589'54'57"E, 2649.69 feet from the west quarter -section corner of Section 8;
Thence
N00'30'07"E,
2653.05 feet along the east line of the northwest quarter to north quarter -section corner of Section 8;
Thence
N89'59'19"W,
1060.92 feet along the north line of the northwest quarter;
Thence
S00'3233"W,
476.45 feet along the boundary of the Elliot Parcel (Record of Survey 3350, records of Ada County, Idaho), and the northerly extension thereof;
Thence
N89'42'07"W,
100.04 feet along the boundary of the Elliot Parcel to the east boundary of Lot 7 of Pleasant Valley Subdivision (Book 12 of Plats at Page 665, records of Ada County, Idaho);
Thence
S00'33'12"W,
1189.84 feet along the east boundary of Lot 7 of Pleasant Valley Subdivision and Elliott Park Subdivision (Book 82 of Plats at Pages 8914 and 8915, records of Ada County, Idaho), to the POINT OF BEGINNING:
Thence
S67'58'23"E,
296.46 feet along the boundary of Pleasant Valley Subdivision to the westerly right-of-way line of N. Webb Way;
Thence
126.19 feet
on a non -tangent curve to the left, concave easterly, having a radius of 520.00 feet, a central angle of 13'54'13", a chord bearing of S15'44'10"W, and a chord length of 125.88 feet, along the westerly right-of-way line of N. Webb Way;
Thence
S53'18'11 "W,
27.98 feet along the westerly right-of-way line of N. Webb Way;
Thence
S08'55'25"W,
56.00 feet along the westerly right-of-way line of N. Webb Way;
Thence
S81'04'35"E,
5.31 feet along the westerly right-of-way line of N. Webb Way;
Thence
S40'03'13"E,
30.18 feet along the westerly right-of-way line of N. Webb Way;
Thence
S00'58'10"W,
52.03 feet along the westerly right-of-way line of N. Webb Way;
Thence
89.79 feet on
a curve to the right, having a radius of 480.00 feet, a central angle of 10'43'06", a chord bearing of S06'19'43"W, and a chord length of 89.66 feet, along the westerly right-of-way line of N. Webb Way;
Thence
45.00 feet on
a compound curve to the right, having a radius of 30.00 feet, a central angle of 85'56'05", a chord bearing of 554'39'19"W, and a chord length of 40.89 feet along the westerly right-of-way line of N. Webb Way and the northerly
right-of-way line of
E. State Avenue;
Thence
N82'22'39"W,
107.88 feet along the northerly right-of-way line of E. State Avenue;
Thence
195.92 feet
on a curve to the left, having a radius of 1020.00 feet, a central angle of 11'00'20", a chord bearing of N87'52'49"W, and a chord length of 195.62 feet, along the northerly right-of-way line of E. State Avenue;
Thence
365.04 feet
on a reverse curve to the right, having a radius of 680.00 feet, a central angle of 30'45'29", a chord bearing of N78'00'14"W, and a chord length of 360.68 feet, along the northerly right-of-way line of E. State Avenue;
Thence
N62'3729"W,
193.95 feet along the northerly right-of-way line of E. State Avenue;
Thence
60.35 feet on
a curve to the right, having a radius of 280.00 feet, a central angle of 12'20'55", a chord bearing of N56'27'02"W, and a chord length of 60.23 feet, along the northerly right-of-way line of E. State Avenue;
Thence
NO2'01'00"W,
27.68 feet along the northerly right-of-way line of E. State Avenue;
Thence
N44'06'05"W,
56.02 feet along the northerly right-of-way line of E. State Avenue;
Thence
S87'34'43"W,
18.57 feet along the northerly right-of-way line of E. State Avenue;
Thence
N46'3649"E,
54.00 feet;
Thence
N36'4736"E,
26.24 feet;
Thence
N29'41'49"E,
26.24 feet;
Thence
N26'08'55"E,
15.61 feet;
Thence
N11'27'39"W,
7.38 feet;
Thence
6.58 feet on
a non -tangent curve to the , left, concave Southwest, having a radius of 451.50 feet, a central angle of 00'50'08", a chord bearing of N50'2624"W, and a chord length of 6.58 feet;
Thence
N39'08'31 "E,
20.00 feet;
Thence
N30'30'44"E,
105.98 feet;
Thence
N 10'53'31 "E,
79.88 feet;
Thence
N28' 14'11 7"E,
47.01 feet;
Thence
N26'22'56"E,
115.98 feet to the boundary of Pleasant Valley Subdivision;
Thence
S65'20'40"E,
374.41 feet along the boundary of Pleasant Valley Subdivision and partially along the boundary of Elliott Park Subdivision;
Thence
S67'58'23"E,
196.52 feet along the boundary of Pleasant Valley Subdivision and Elliott Park Subdivision to the POINT OF BEGINNING.
The above-described
parcel contains 10.52 acres, more or less.
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 Settlers Irrigation District, in compliance with Idaho Code 31-3805(l)(b). Lots within this subdivision will be entitled to
irrigation water rights, and will be obligated for assessments from Settlers Irrigation District.
In witness whereof, I have hereunto set my hand:
Dennis M. Baker, President
C&O Development, Inc.
Acknowledgment
State of Idaho )
County of Ada 5 ss.
On this day of in the year 20 , before me, a
Notary Public in and for the State of Idaho, personally appeared Dennis M.
Baker, known or identified to me to be President of C&O Development, Inc.,
that executed the within instrument and acknowledged to me that C&O
Development, Inc. executed the same.
Notary public for Idaho
My commission expires -
Certificate of Surveyor
I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the
State of Idaho, and that this plat of Pine 43 Subdivision No. 1, as described in the Certificate of
Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho
CnrlP rPlnfinn to nlntc nnri curvavc
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
SHEET 7 OF 8
PLAT SHOWING
Pine 43 Subdivision No. 1
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
Certificate of County Surveyor
I, the undersigned, Professional Land Surveyor 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
Date
Approval of Ada County Highway District Certificate of County Treasurer
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per
The foregoing plat was accepted and approved by the Board of Ada County Highway District requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent
Commissioners on the _day of 20 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.
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
Date
Ada County Treasurer Date
County Recorder's Certificate
State of Idaho
County of Ada ss. Instrument No. --
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
Approval of Meridian City Council
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 r_ day of this
plat was duly accepted and approved.
Meridian City Clerk
Ex—Officio Recorder
iris ■
J -U -B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com