CC - Final Plat PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2
HEET 2 Situated In the Northwest Quarter of
Section 8, Township 3 North, Range 1 East, Boise Meridian,
H City of Meridian , Ada County, Idaho.
SHEET INDEX 2020
1 " = 300'
[5291]
Brass Cap
E. Fairview Ave
CP&F No. 111065664
6 5 S89°59'19"E 5
- - - - - - - - - - - - - - -
7 8 2652.60' 8
[7880]
Aluminum Cap
CP&F No. 2019-055314
1 Pleasant Valley Subdivision
Legend
Subdivision Boundary Line
1 - Lot Line
/ - Right-of-way Line
[11334] S89033'39"E 454.52' \ / /
- Section Line
1 �30 WC• / - - - Center Line
SSS , Little Creek — — — — — — — - Adjacent Property Line
1 Subdivision No. 1 - Match Line
N39 38 37 5�6�� 1 - -- -- -- -- -- -- -- -- - Tie Line
PliLn 6 36 Jackson Drain 1 - — — — — — — — - - Utility Easement Line
O 40 35 37 Inst No. 187785 1 - — — — — — - - ACHD Drainage Easement Line
34 33 1t% I - Landscaping Buffer Line
00
1 _ \ 32 i + - Section Corner, as noted
\ 31 3 M S6S° �4= - Quarter-Section Corner, as noted
o; (0 > \ 30 • -- ?o� I
L (V• Q 19 F' \ 2g 214 6 40'' I o - Found 1/2" Rebar, with Plastic Cap Marked
mN O 18 17 ?• E I I J-U-B 8077 , unless otherwise noted
M _ Z o 16 obi, 28 I Paddington Subdivision 1 0 - Found 5/8" Rebar, with Plastic Cap Marked
o N 15 14 O\ 27 - "J-U-B 8077", unless otherwise noted
I L • Set 1/2"x24" Rebar,�� with
N 1 [5082] \ 13 \\ Block 3 25 24 [1 1�34 J M o Plastic Cap Marked J-U-B 16642
m bb i 41 E 22 \ 12 26 23 22 30' WC \ LO 1 O• - Set 5/8 x24 Rebar,�� with
b Plastic Cap Marked J-U-B 16642
Z J � 21 20 Block 5 / S26°22'56"W N O - Set 1 -3/16" Bernt'sen BP Cap with Magnet
1
1 1334] • •Z • 19 18 / 10 � � , 1 1334] 115.98 � � \ 1 Marked J-U-B 16642"
17 9 1 ® - Set 1/2"x24" Rebar, with
TS8(�
° . • 16 S28°14'1 7"1N - PointPlasticNoa SetaoreFoudSEMENT JUB 16642"
8 [11334]N659399 W L13 0 1514 2 47.01 C# — Curve Number (Typical)
OL12 � C' 13 7 S10°53'31 "WL# - Course Number (Typical)
16 L1 1 L9 `Sl` 3 6 # - Lot Number (Typical)
� w q�C� \ 12 5 71334] 79.88 1
11 4 [####] - PLS Number Found on Monument
v oo I Point of Beginning ",O\ • S30°30'44"W 1
Block 4 3 1 WC - Witness Corner
� r I MCA • 10 \ 105.98 RM - Reference Monument
9 8 [1 334]
Z 00 7 L2 Pine 43 Subdivision No. 1
\ 6 5 C1
\ NS 4 VL L3
Line Table — This Sheet Only Line Table — This Sheet Only 83 3 hV
Line # Direction Length Line # Direction Length ,1,7 71 2 v I
_ ? � �j • (0L1 N00°13'53"W 83.85' L9 S68°10'22"W 20.23' S I
00
L2 S39°08'31"W 20.00' L10 N79°53'19"W 15.17' N49°46'47"W ^ •
� \ \
p L3 S11°27'39"E 7.38' L11 N41°16'36"W 18.91' 49.77 \
1 L4 S26°08'55"W 15.61' L12 N00°00'01"W 13.07'
L5 S29°41'49"W 26.24' L13 S89°59'59"W 47.00' \ \ 1 0 100 200
L6 S36°47'36"W 26.24' L14 S44°59'59"W 28.28' I
I
L7 S46°36'49"W 45.75' L15 N45°06'57"W 28.34' C 1/4 - [7880]
Scale in Feet
L8 N34°35'24"W 41.97' L16 S89°46'07"W 11.00' Aluminum Cap
8 2649.690 CP&F No. 2019-055315 Q
- - - - - - 0
[5291] N89°54'57"W
Brass Cap E. Pine Ave
CP&F No. 107150725
o
Curve Table — This Sheet Only �. I OF ��\�� (rJE 0
mop,
Curve # Length Radius Delta Chord Bearing Chord Length �C'
7_,:�
C1 6.58' 451.50' 0°50'08" S50°26'24"E 6.58' 14 MAY 2020
C2 59.39' 141.50' 24°02'51" N46°36'49"W 58.95' THIS IS A DRAFT VERSION OF THE PLAT .I-U-13 ENGINEERS, INC.
AND IT IS PRELIMINARY IN NATURE. IT HAS
C3 1 196.95' 1 276.50' 1 40°48'45" 1 N54°59'46"W 192.82' NOT YET RECEIVED AGENCY APPROVAL NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue Suite 201 Boise ID 83709-0944
NOT FOR RECORDATION p 208 376 7330 wwww.jub.com
JUB Project No. ---- SHEET 1 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2
I I[11334] S89°33'39"E 454.52'
275.98'
I
I I
I
N N 0 30 60
(.0 O
I I O
ZD
I Z
Scale in Feet
o I00
LO
0
N 40
—
C99
I N
N \ \
O
W G�G�D�
' H
I �
N I SHEET INDEX
• / i 1 " = 300'
O G,l1
z - -
• I
C I
• S89°58'01"E 216.05' N I 19
I � I
I I
o
� o I '
0
' rn b0 I
z04
I
I
I rnc'�
0) 00 R9'•pp,
N 0) I S� C55
0
N p W ON•
O ,
I LO — 0 3: �<0 CL
I � [5082] O 0 O.Sh
00 1 p. r L
41
z I 22
O 25' p�
ai 1 I
NI o Pao
I � � � F� OF � \
!� J o I T KAlP
C 14 MAY 2020
0
N
ov
00 I THIS IS A DRAFT VERSION OF THE PLAT
0 z AND IT IS PRELIMINARY IN NATURE. IT HAS
Z NOT YET RECEIVED AGENCY APPROVAL
I I[11334] NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION
�- -------- ------ • ti° • L N •
I S77°49'25
23• S89°59'59"W • >> 1CJ
,
•
I I 165.39' L 10
I00 I I
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 2 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2 q Jackson Drain Curve Table - This Sheet Only
HEET 2 i Inst No. 187785 Curve # Length Radius Delta Chord Bearing Chord Length
S55°25'16"E 314.50' C3 196.95' 276.50' 40°48'45" N54°59'46"W 192.82'
C4 375.85' 399.50' 53*54'13" N63°02'55"W 362.14'
H 00 26 S58°22'48"E 'S�, 0`L C7 74.80' 45.00' 95°14'14" S47°37'05"W 66.48'
30' WC 'S�• �
SHEET INDEX • • ,17.,69' • 45' S56°45'30"E 78.94' S57°57'44"E 43.99 �'• ti 541,30, C8 421.87' 538.00' 44°55'41" N62°17'57"W 411.14'
S53 05 07 E 87.13' S57 50 02 E 80 1"E
3
1 " = 300' 39 89, 39.39' 39•59- - - - - _ 3 $�6`23' C1 1 327.92' 389.50' 48°14'16" N60°12'S7"W 318.32'
44.52' 39.55 - - t
42.61 '- 40.56 - - - - - - - - - - - - - I C16 346.74' 409.50' 48°30'53" N60°21'15"W 336.48'
_ _ - - - o
4j� Dc6 / o C17 35.74' 21.50' 95°14'14" S47°37'05"W 31.76'
/ -10. 0 I C18 403.44' 514.50' 44°55'41" N62°17'57"W 393.19'
W W W
g v Z Z bo C23 440.30' 561.50' 44°55'41" N62°17'57"W 429.10'
// Z N Block 3 4 �, N 31 4 N 3� O 29 Ib r O C24 113.86' 68.50' 95°14'14" S47°37'05"W 101.20'
O O N O 33 O 32 JO rn 4 rn 60 rn O 28 LO 00 C25 27.80' 389.50' 4°05'24" N82°17'23"W 27.80'
'_� 35 Lp �' 34 N 00 o Z PO Z Z C26 32.55' 389.50' 4°47'17" N77°51'03"W 32.54'
71- 3610
Lix � W I z C27 32.55' 389.50' 4°47'17" N73°03'45"W 32.54'
c j _o C28 32.55' 389.50' 4°47'17" N68°16'28"W 32.54'
/ 37 O. 0, � � _o
- - C29 32.55' 389.50' 4°47'17" N63°29'10"W 32.54'
� - - C30 32.55' 389.50' 4°47'17" N58°41'53"W 32.54'
`� °" O o �' �_ - - - C91 C90 C89 C88 -
� 38 �; C92 C87 C31 32.55' 389.50' 4°47'17" N53°54'35"W 32.54'
01 C23
o_ C93 I C23 C32 32.55' 389.50' 4'47'17" N49°07'18"W 32.54'
0":
e C38 23.11' 276.50' 4°47'17" N44°20'00"W 23.10'
� c9� on Dr• _ _ _
c _
E. Knob _ _ - - C39 23.11' 276.50' 4°47'17" N49°07'18"W 23.10'
C40 23.11' 276.50' 4°47'17" N53°54'35"W 23.10'
6 C41 23.11' 276.50' 4°47'17" N58°41'53"W 23.10'
C1$ C71 C72 C73 C74 C42 23.11' 276.50' 4°47'17" N63°29'10"W 23.10'
_ _ _ _ C43 23.11' 276.50' 4°47'17" N68°16'28"W 23.10'
C7o - - - - - C44 22.84' 276.50' 4°44'02" N73°02'07"W 22.84'
C47 33.35' 409.50' 4°39'59" N47°45'19"W 33.34'
C48 33.35' 409.50' 4°39'59" N52°25'18"W 33.34'
3 C49 33.35' 409.50' 4°39'59" N57°05'17"W 33.34'
/ w '
N
• i � O � Itp d- O 3 C50 33.35' 409.50' 4°39'59" N61°45'17"W 33.34'
6� N w 13 12 �t
U; 14 P p L 11 C51 33.35' 409.50' 4°39'59" N66°25'16"W 33.34'
r; Block 5 cn Ln o o, o
Grob i o' N 0 15 � N � o C52 33.35' 409.50' 4°39'59" N71°05'15"W 33.34'
i 16 p I N C53 33.35' 409.50' 4°39'59" N75°45'14"W 33.34'
U U U ^ 17
00" C54 33.35' 409.50' 4°39'59" N80°25'14"W 33.34'
/ > >
U I Oy\ - - - C55 13.28' 409.50' 1°51'29" N83°40'58"W 13.28'
O., - � -
C66 18.05' 514.50' 2°00'34" N83°45'30"W 18.04'
\�1p 19 O� Os 18 ��" _ � _ _ _ _ _ _ -
�+
- C50 C49 C48 C47
.O C67 41.90' 514.50' 4°39'59" N80°25'14"W 41.89'
• \\ �� O. C51 C16• Alley C68 41.90' 514.50' 4°39'59" N75°45'14"W 41.89'
00• \ C52 _ - - - C69 41.90' 514.50' 4°39'59" N71°05'15"W 41.89'
C4 C11 C70 41.90' 514.50' 4°39'59" N66°25'16"W 41.89'
'J O
C5 • / ' o " C29 C30 - - - C31 - - C32 C33 C71 41.90' 514.50' 4°39'59" N61°45'17"W 41.89'
cS� 61, \ \ C72 41.90' 514.50' 4°39'59" N57°05'17"W 41.89'
�J
\� G C73 41.90' 514.50' 4°39'59" N52°25'18"W 41.89'
22.00� G55 • / / • / / C74 41.90' 514.50' 4°39'59" N47°45'19"W 41.89'
%> \ N42.49,5C26
"6 1 Block 4 C88 33.82' 561.50' 3°27'02" N50°05'24"W 33.81'
00 \ \�/j,� G'L� N 18 N � o -'�� 3 I C89 33.82' 561.50' 3°27'02" N53°32'26"W 33.81'
Oo � O O p
s P cn 17 q 16 rn O N o C90 33.82' 561.50' 3°27'02" N56°59'29"W 33.81'
Line Table This Sheet Only O� 9� �'pO • �(p M W �'� N 15 O O
O j N r7 50 �i I14 C91 33.82' 561.50' 3°27'02" N60°26'31"W 33.81'
Line # Direction Length O' OO, N 22 O �,+ cD" 19 O 0 ILO N ^
C92 33.82' 561.50' 3°27'02" N63°53'33"W 33.81'
��- O 2° Common Lot 20 'o � " N c�
L9 S68°10'22"W 20.23' > f \ ` c3`_ O Q�
� C93 33.82' 561.50' 3°27'02" N67°20'36"W 33.81'
L11 N41°16'36"W 18.91' �O� S 21 O" I ( C94 33.82' 561.50' 3°27'02" N70°47'38"W 33.81'
O
L12 N00°00'01"W 13.07' i9� O 7. O\\ 00°\ j u L O C95 33.82' 561.50' 3°27'02" N74°14'41"W 33.81'
L13 S89°59'59"W 47.00' �� ��' O ' S\ S
O - - - - - - _ _ -j I ��G\ ��O�j C96 33.76' 561.50' 3°26'40" N77°41'32"W 33.75'
�Oo �� ' C42 C41 C40 C39
\Q 00 S77°49'25"E C43 C3 C38 0
�` 23. 6' CA�� E. State Ave OF P� ■ ■
Curve Table - This Sheet Only \ • \
=� _� �
Curve # Length Radius Delta Chord Bearing Chord Length •\ mlm
-1 -� 14 MAY 2020
C97 33.82' 561.50' 3°27'02" N81°08'23"W 33.81' �� • • • _ CAJ-U-p ENGINEERS, INC.
C98 18.60' 561.50' 1°53'54" N83°48'51"W 18.60' �1�J l� 1 �'�� 0 THIS IS A DRAFT VERSION OF THE PLAT
30 60 AND IT IS PRELIMINARY IN NATURE. IT HAS
C99 14.19' 68.50' 11*52'03" S89°18'1 1"W 14.16 NOT YET RECEIVED AGENCY APPROVAL 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
• \ NOR HAVE MONUMENTS BEEN INSTALLED. p 208 376 7330 w wwwjubcom
C100 99.67' 68.50' 83'22'11" S41°41'04"W 91.11, NOT FOR RECORDATION SHEET 3 OF 7
Scale in Feet www.jub.com
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2 Curve Table - This Sheet Only
Curve # Length Radius Delta Chord Bearing Chord Length
C1 6.58' 451.50' 0°50'08" S50°26'24"E 6.58'
C2 59.39' 141.50' 24°02'51" N46°36'49"W 58.95'
' I 00 I 10'II � C3 196.95' 276.50' 40°48'45" N54'59'46"W 192.82'
I S43°16 21 W I I 0 29 I W N Ln
U U;
C5 40.82' 100.00' 23°23'27" S47°47'32"E 40.54'
I 1 N
U / Qp'n 00 113. I IO I S _
I C6 69.51' 461.50' 8°37'48" N55°10'22"W 69.45'
SHEET 3 U v 'Qg"SHEE 4 101-1 N41°38E 00 ph 0
rri I
C8 421.87' 538.00' 44°55'41 N62°17'57"W 411.14
'
$48. 13' 44'34f4l 101.35'
0 » w C9 78.87' 100.00' 45*11'30" S62°25'51"E 76.85'
W 3.84
113'00, I 105,00' 00C10 58.65' 150.00' 22°24'06" N73'49'33"W 58.27'
I I I ►� I .
/-10• i V I U I 28 N Off; C12 44.91' 110.00' 23°23'27" S47°47'32"E 44.60'
3 / •1p20 0 I wI N45°05'10j, l �� ;0 0 30 60 C13 68.00' 451.50' 8°37'48" N55'10'22"W 67.94'
• 54 / I10' �FI7 1 E rn
11 w d I v 23,5' 9888, / C14 71.02' 471.50' 8°37'48" N55°10'22"W 70.95'
1N 12.25' 11302, U / S49°14'40»w I 23.5' (0I ^ C15 36.74' 90.00' 23°23'27" S47'47'32"E 36.49'
40 0) 2 / a / 105 00, I I U I 27 Scale in Feet
$53• C18 403.44' 514.50' 44°55'41" N62°17'57"W 393.19'
/ /
54'11"w C35 / ^ I / ^ o C18 403.44' 514.50' 44°55'41" N62°17'57"W 393.19'
42' / ° �� � 9 U • N4$°32,12»E / M C19 97.41' 123.50' 45*11'30" S62°25'51"E 94.90'
/ of o� $ U 10'� Jackson Drain C20 49.46' 126.50' 22°24'06" N73°49'33"W 49.15'
�0' ^ ^ ,s3 53°54' » I ^ 97•72' Inst No. 187785
/ $51.06'44,, l • /� �^/l 110 8 11 w I U s 9�O C21 67.84' 173.50' 22°24'06" N73'49'33"W 67.40'
of � M 0 °)/ 6 10' 1 c00 a Block 3 C22 60.34' 76.50' 45*1 1'30" S62°25'51"E 58.79'
N U I 4 C56 : Z Mom/ �sos�Oi,� 26 C23 440.30' 561.50' 44°55'41" N62°17'57"W 429.10'
U I 1 0 10'� ° $ I J i O oc0��� mmon Lot I C33 32.55' 389.50' 4°47'17" N44°20'00"W 32.54'
I I i ° i / S34°27'09"E p0 c° N �c0 ����` `S3° U1
S4Q 2 I U U / V-0)
•30 o4'"E 57�� IJ C34 34.23' 389.50' 5°02'07" N39°25'18"W 34.22'
N 2 16 W I u, �° S42° ' 20.94 / N27 \ r,
I ? C35 5.49' 389.50' 0'48'26" N36'30'02"W 5.49'
1 1 15.1 1' .� U 31 46 W / 109.48 \\ ��'' '��y O
U
\ C36 12.76' 276.50' 2°38'39" N35°54'43"W 12.76'
I Block 4 00 1 v 1 115.55'
N I 9 1 U 25 8,20' \ C37 22.71' 276.50' 4°42'19" N39'35'12"W 22.70'
2.79' . Block 5 /
I 7 j C38 23.11' 276.50' 4'47'17" N44°20'00"W 23.10'
I 10' S30'30'44»W 10' I O �C� ��S �j'\\ 2'56 E C45 33.30' 409.50' 4°39'31" N38'25'34"W 33.29'
-� N° w I 0 O N26 2 10'-'1
I 113.35 �� 11172 1 W N C46 33.35' 409.50' 4°39'59" N43°05'20"W 33.34'
44"W \ cn
0 6'-.
I $ II i II 13 S30°30' 24 1\ N 5 C56 4.69' 1 10.00' 2°26'41" S37°19'09"E 4.69'
\s
czi� o I 1 o s ��. ^, �O \
105•00' I 7i C' \ C57 21.29' 110.00' 11*05'15" S44°05'07"E 21.25'
S30°30'44 W \ 6, s \
I "' cr I 191 ,56„E c.r
fTl (� 113.73' O O,+ 0�9. \ N26 2'2 \ O C58 18.93' 1 10.00' 9°51'32" S54°33'30"E 18.90'
CP
LA
t!) °� U I 7 II N I � P I 6 II o � \ gg,21' 1 v, C59 31.13' 451.50' 3°57'00" N57°30'46"W 31.12'
\, 0 I IQ.
0 'P O I \ C60 31.38' 451.50' 3°58'55" N53°32'48"W 31.37'
CD o I 10 S30°30 44 W I N° �' I S30°11 30'44"W I �_ • \ 1 r'-
23 1 cw
D I 114.109 I U' 105.op' I W 1 n \ 1 3 C61 5.50' 451.50' 0°41'52" N51°12'25"W 5.50'
�p N 6 I 00 \ I I �' m \ , 6"E C62 35.10' 471.50' 4°15'53" N52'59'25"W 35.09'
o \ \ 5
U' I 10'--I D I 10 r, N26 22 1
p I ,f 5 \ ' 1O'�\ W C63 35.92' 471.50' 4°21'55" N57°18'19"W 35.91'
S30°30 44 W U' I I 92•09
N I I N I O I I ( O\ 6.00' 1 C64 21.35' 90.00, 13°35'32" S52°41'30"E 21.30'
� 114.47 _ \ \ �
I o S30°30'44"W �p N n 1 22 11 > N C65 15.39' 90.00' 9°47'56" S40°59'46"E 15.37'
� I 5 I I 0 o0
• 105.00' 2 0 1�10' 30' WC 24 C74 41.90' 514.50' 4°39'59" N47°45'19"W 41.89'
I ,
I--10' S30'30'44"W I V
' I � 1 I � w � Common Lot � � \ 85•9$ 115°c�$'\ 1 C75 41.90' 514.50' 4°39'59" N43°05'20"W 41.89'
114.84 4 S26.22 56 W \ C76 8.27' 514.50' 0'55'14" N40°17'43"W 8.27'
rn l I � \ 0 1 I r 0, 23.50 \ 1
W I 7 12' 4 I U' I „ I ^? 00 23'5 , e+W '�� \ C77 34.37' 123.50' 15°56'40" S47'48'26"E 34.26'
10'--► ' I S30°30'44 W $°14 17 1
S34°27'44"W 90 105-12 ,88' m �, ��SZ 1 J \ C78 11.42' 123.50' 5°17'57" S58°25'45"E 11.42'
1 15.48 I U S53°41 15 E .IOC. 1IS* ) J C79 51.62' 123.50' 23°56'53" S73'03'09"E 51.24'
M 3 1 U 3 25.13' 1 10 GJ�J // I - - - - - C80 24.80' 173.50' 8°1 1'28" N66°43'13"W 24.78'
dam' N 1 I U U I 10 S / 1 C81 36.01' 173.50' 11*53'26" N76°45'40"W 35.94'
'fi S38°26 39 W + I l 1 C82 7.03' 173.50' 2°19'13" N83°52'00"W 7.03'
�13' 105.98 '� _
Z to 1 17.02' C61 ,4 A SSW �� _ - - - 1
Lf YY C83 9.05' 76.50' 6°46'30" S81°38'21"E 9.04'
S30 30 _ - _,�- Line Table - This Sheet Only 1
rn 2 L2 �� C84 51.29' 76.50' 38°24'59" S59°02'36"E 50.34'
• Common Lot .►� - P;ne Aye• Line # Direction Length
\ L7 Lq C) �� _ N SCots L2 S39°08'31"W 20.00' 1 C85 15.96' 561.50' 1°37'41" N40°38'57"W 15.96'
L6 L5 L3 S11°27'39"E 7.38' 1 C86 33.82' 561.50' 3°27'02" N43'11'19"W 33.81'
L � 1 C87 33.82' 561.50' 3°27'02" N46°38'21"W 33.81'
II Pine 43 Subdivision No. 1 L4 S26°08 55 W 15.61 `' �\ `r
L5 S29°41'49"W 26.24' ���
I
L6 S36°47'36"W 26.24'
I
I L7 S46°36'49"W 45.75' Q`ZO
\ \
L17 N62°37'29"W 9.90'L18 N62°37'29"W 9.55' � KAl OF
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Curve Table - This Sheet Only 14 MAY 2020
\ Curve # Length Radius Delta Chord Bearing Chord Length L19 N62°37'29"W 10.26'
THIS IS A DRAFT VERSION OF THE PLAT -u-B ENGINEERS INC.
C101 42.91' 141.50' 17°22'28" S43°16'37"E 42.74' AND IT IS PRELIMINARY IN NATURE. IT HAS 1
NOT YET RECEIVED AGENCY APPROVAL
SHEET INDEX C102 16.48' 141.50' 6°40'23" S55°18'03"E 16.47' NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
1 " = 300' NOT FOR RECORDATION p 208 376 7330 w www.jub.com
SHEET 4 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2
Notes Easement Notes
1. Lot 26 of Block 3, Lots 2 and 22 of Block 4, and Lots 2 and 19 of Block 5 are common lots
which shall be owned and maintained by the Pine 43 Subdivision Homeowner's Association.
1. Lot 26 of Block 3, Lots 2 and 22 of Block 4, and Lots 2 and 19 of Block 5 are hereby
2. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at designated as having a Utility Easement co—situated (i.e. blanket easement) with said lots.
the time of re—subdivision.
2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the
3. The development of this property shall be in compliance with the Meridian City Zoning Ordinance. 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,
4. Minimum building setback lines shall be in accordance with the City of Meridian's Zoning cable television/data; appurtenances thereto; and lot drainage.
Ordinance at the time of issuance of the building permit. All lot, parcel, and tract sizes shall 3. A Portion of Lot 26 of Block 3, and all of Lot 2 of Block 5 are servient to and contain the ACHD
meet dimensional standards as established in the City of Meridian's Zoning Ordinance. 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.
5. Lots shall not be reduced in size without prior approval from the health authority and the City 2015-103256, official records of Ada County, and incorporated herein by this reference as if set
of Meridian. 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
6. No additional domestic water supplies shall be installed beyond the water system approved in operation and maintenance of the storm water drainage system.
the sanitary restriction release.
4. No Utility Easement shown or designated hereon shall preclude the construction and maintenance
7. Reference is made to the public health letter on file with Ada County Recorder regarding of hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such
additional restrictions. nonpermanent improvements.
8. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest 5. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
established normal ground water elevation. In May, 2018 observation wells were advanced to unless otherwise noted.
depth's greater than 16 feet below the surface. Groundwater was encountered in many
observation wells with minimum depth no less than 11 feet below the surface.
9. Maintenance of any irrigation and/or drainage pipes or ditches crossing a lot is the
responsibility of the lot owner unless unless such responsibility is assumed by an
irrigation/drainage entity or lot owners association.
10.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."
11 .This development is subject to a Development Agreement, Instrument No. _____________.
12.This development is subject to ACHD License Agreement Instrument No. _______.
13.This development will be subject to covenants, conditions, and restrictions (CC&Rs).
14.Direct Lot/Parcel Access to N. Locust Grove Road is prohibited.
Reference Documents
Subdivisions:
Pleasant Valley Subdivision, Little Creek Subdivision No. 1, Elliot Park
Subdivision, Paddington Subdivision & Pine 43 Subdivision No. 1.
Surveys:
ROS 3350, 3755, 6734, 10366, 10875, & 11291.
Deeds:
P
2017-106820, 2018-023492, 2018-023493 & 2019-037535. OF
Easements: 187785, _ _____.
14 MAY 2020
THIS IS A DRAFT OF THE
AND IT IS RELMINARYIIN NATURE. ITPLAT AS J-U'B ENGINEERS, INC.
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
NOT FOR RECORDATION p 208 376 7330 wwww.jub.com
SHEET 5 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2
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. 2, and that it intends to include said real property, as described
below, in this plat:
That portion of the Northwest Quarter of Section 8, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows:
Commencing at the west quarter corner of Section 8, Township 3 North, Range 1 East, Boise Meridian, from which the northwest corner of said Section 8 bears North 00°26'22" East, 2,649.67 feet; Thence North 00°26'22" East, 1,096.38 feet along the west
line of said Section 8; Thence South 89`33'38" East, 54.62 feet departing from said west line to the east right-of-way line of N. Locust Grove Road and the POINT OF BEGINNING;
Thence N 00"13'53" W, 83.85 feet along said east right-of-way line;
Thence N 00*26'13" E, 305.22 feet continuing along said east right-of-way line;
Thence S 89°33'39" E, 454.52 feet departing from said east right-of-way line to the southwesterly boundary of Pleasant Valley Subdivision according to the official plat thereof filed in Book 12 of Plats at Page 665, Ada County Records;
Thence S 55*25'16" E, 314.50 feet along said southwesterly boundary and the southwesterly boundary of Little Creek Subdivision No. 1 according to the official plat thereof filed in Book 117 of Plats at Pages 17804 through 17810, Ada County Records;
Thence S 65°20'40" E, 214.62 feet continuing along the southwesterly boundary of said Little Creek Subdivision No. 1 to the most northerly corner of the boundary of Pine 43 Subdivision No. 1 according to the official plat thereof filed in Book 116 of Plats
at Pages 17597 through 17604, Ada County Records;
Thence along the northwesterly boundary of said Pine 43 Subdivision No. 1 the following eleven (1 1)
courses:
Thence S 26`22'56" W, 115.98 feet;
Thence S 28"14'17" W, 47.01 feet;
Thence S 10°53'31 " W, 79.88 feet;
Thence S 30`30'44" W, 105.98 feet;
Thence S 39"08'31 " W, 20.00 feet to the beginning of a non-tangent curve;
Thence along said non-tangent curve to the right an arc length of 6.58 feet, having a radius of 451 .50 feet, a central angle of 00°50'08", a chord bearing of S 50°26'24" E and a chord length of 6.58 feet;
Thence S 11°27'39" E, 7.38 feet;
Thence S 26`08'55" W, 15.61 feet;
Thence S 29"41 '49" W, 26.24 feet;
Thence S 36°47'36" W, 26.24 feet;
Thence S 46`36'49" W, 45.75 feet to the northeasterly and northerly right-of-way line of E. State Avenue as described in that Warranty Deed to the Ada County Highway District recorded under Instrument No. 2019-037535, Ada County Records;
Thence along said northeasterly and northerly right-of-way line the following fourteen (14) courses:
Thence N 49°46'47" W, 49.77 feet;
Thence N 58°38'14" W, 141 .25 feet to the beginning of a curve;
Thence along said curve to the right an arc length of 59.39 feet, having a radius of 141 .50 feet, a central angle of 24°02'51 ", a chord bearing of N 46'36'49" W and a chord length of 58.95 feet;
Thence N 34"35'24" W, 41 .97 feet to the beginning of a curve;
Thence along said curve to the left an arc length of 196.95 feet, having a radius of 276.50 feet, a central angle of 40°48'45", a chord bearing of N 54°59'46" W and a chord length of 192.82 feet;
Thence S 68`10'22" W, 20.23 feet;
Thence N 79*53'19" W, 15.17 feet;
Thence N 41°16'36" W, 18.91 feet;
Thence N 00°00'01 " W, 13.07 feet;
Thence S 89`59'59" W, 47.00 feet;
Thence S 44°59'59" W, 28.28 feet;
Thence S 89°59'59" W, 165.39 feet;
Thence N 45`06'57" W, 28.34 feet;
Thence S 89"46'07" W, 11 .00 feet to the POINT OF BEGINNING.
The above-described parcel contains 8.69 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:
Certificate of Surveyor
I, Robert L. Kazarinoff, 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. 2, as described in the Certificate of
Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho
Dennis M. Baker, President Code relating to plats and surveys.
C&O Development, Inc. pNPA LAN s,
Acknowledgment
1
State of Idaho Robert L. Kazarinoff, PLS 16642 � F 'OF
SS. THIS IS A DRAFT VERSION OF THE PLAT �FQ
County of Ada AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
On this_____day of__ _______, in the year 20___, before me, a NOR HAVE MONUMENTS BEEN INSTALLED.
Notary Public in and for the State of Idaho, personally appeared Dennis M. NOT FOR RECORDATION 14 MAY 2020
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 7_,:�
My commission expires___________
J-U-6 ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 6 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 2
Approval of Central District Health Certificate of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that
to the letter to be read on file with the County Recorder or his agent listing the conditions of I have checked this plat and find that it complies with the State of Idaho Code relating to plats
approval. Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho and surveys.
Code, by the issuance of a certificate of disapproval.
Ada County Surveyor Date
Central District Health 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
Ada County Treasurer Date
County Recorder's Certificate
Approval of Meridian City Engineer State of Idaho
I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby SS. Instrument No._____________________
9 Y 9� Y Y Y County of Ada
approve this plat.
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
Meridian City Engineer Date Book_____of Plats at Pages ____ through
Fee:____
Deputy Ex—Officio Recorder
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 ____ day of _______,____, this
plat was duly accepted and approved.
Meridian City Clerk
�o
OF �,P�� ■ ■
L. KA1a��
14 MAY 2020
THIS IS A DRAFT VERSION OF THE PLAT J-U'B ENGINEERS, INC.
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
NOT FOR RECORDATION p 208 376 7330 wwww.jub.com
SHEET 7 OF 7