CC - Final Plat Revised PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
Situated in the Northwest Quarter of
Section 8, Township 3 North, Range 1 East, Boise Meridian,
Brass cap E. Fairview Ave.
City of Meridian , Ada County, Idaho.
CP&F No. 111065664 Basis of Bearings 2021
6 5 _ _ _ N89°5_9'19"W 2652.60' L _ _ _ _ _ - 5 0 100 200
7L8 1591 .68 1060.92 8 N 1/4
Aluminum Cap
S00°32'33"W 440.61 ' Pleasant Valley CP&F No. 2019-055314
Point of Beginning Subdivision Scale in Feet
N00°32'33"E 35.84' S89041 '51 "E 331 .95'
S89°42'07"E 100.04' S08°49'33"E 40.51 ' Legend
Wilson St. q
- 8 �7
7 6 6 - Subdivision Boundary Line
Block 12 5 Line Table - This Sheet Only
6 5 - Lot Line
fBlock 11 Block 13 Line Direction Length 4 a) 4 1 n # g - Right-of-way Line
4 3 Q 3 L1 S49°14'11"E 30.43' - Section Line
3 2 2 L2 S54°06'42"W 26.00' _ - - - - - - - Center Line
1 - Adjacent Property Line
E. Jewel St. - �� L3 S34°11'01"E 29.61' - Match Line
23 S07°37'13"1IV L4 S41°25'35"W 27.15' - Tie Line
h et I3 - - - - - - - Utility Easement Line
26 i 23 `V� ' L5 S46°36'49"E 28.43'
47.26 - Gravity Irrigation Easement Line
�i 25 1 210 22 L6 S59°21'53"W 23.89' - Section Corner, as noted
24 1 20 21 L7 S25°02'09"E 29.59'
eet 23 L T 19 20 I moo= - Quarter-Section Corner, as noted
I
22 1 18 19 I „ 3 0 - Found 1/2" Rebar, as noted
21 1 17 18 I 0 0) 0 - Found 5/8" Rebar, as noted
> ,
LO
20 1 Q 16 17 • - Set 1/2"x24" Rebar, with
Key Map 19 1 15 16 �"� Plastic Cap Marked "J-U-B 16642"
60
1" = 500' 18 14 15 N 0 OO - Set 5/8"x24" Rebar, with
17 13 14 0 Plastic Cap Marked "J-U-B 16642"
16 1 o I 13 0 O - Set 1 -3/16" Bernt'sen BP Cap with Magnet
Block 10 0 Block 9 12 Marked J-U-B 16642��
115 a) 12 ® - Set 1/2"x24" Rebar, with
I 14 Q Block 8 Plastic Cap Marked "EASEMENT JUB 16642"
12 Z 11 1 0 - Point Not Set or Found
00 11 10 10 C# - Curve Number (Typical)
z L# - Course Number (Typical)
:° 00 10 9 1 1 9 U
9 8 8 # - Lot Number (Typical)
8 7 7 [####] - PLS Number Found on Monument
Y w 7 11 6 1 1 6 S07°26'1 1 "E WC - Indicates Witness Corner
N I e 5 11 5 57.68'
0 5 I 4 4
w 4 I 1 3 3
3 2 2 O
Z 1 J cWn--S03052'15"E
o �`? 47.05'
Curve Table This Sheet Only
Drucker St. Cn
36 7 i 7 11 Y Curve # Length Radius Delta Chord Bearing Chord Length
6 rn
1 1 C1 98.76' 480.00' 11*47'19" S02°26'31"E 98.59'
35
1 5 1 9 C2 140.60' 520.00' 15°29'30" S00°18'34"W 140.17'
34 1 I Block 6 Blo 7
4 7 $ U C3 17.46' 980.00' 1°01'15" S06°55'34"E 17.46'
1
33 1 6 C4 126.10' 980.00' 7°22'20" S02°21'36"W 126.01'
1 3 1 5 3 C5 133.55' 380.00' 20°08'1 1" S28°49'15"W 132.86'
32 1 Q 4 Co . C6 147.04' 520.00' 16*12'04" S30°47'19"W 146.55'
1 2 I 3 d' 00
1 31 1 2 U-?o rn
rn
30 E. Reem Dr. 6�
29 \ S12034'03"W Sao G� SG
\ 28 27 26 25 24 47.74'
23 /
0
OF
30' WC Block 3
[1 1334] 22 01 MAR 2021
(rJ B
7,-�
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS INIT HAS
NOT YET RECEIVEDRYAGENCYUAPPROVAL J-U-13 ENGINEERS, INC.
8,
231, NOR HAVE MONUMENTS BEEN INSTALLED.
Frye W NOT FOR RECORDATION 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
SU44's on ?96 46, p 208 376 7330 w www.jub.com
See Sheet 5 for Notes & Easement Notes �O 1 JUB Project No. ----
SHEET 1 OF
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
Pleasant Valley _
Subdivision
w
S89°41 '51 "E 331 .95' 00.
cn
o
r E. Wilson St.
rN _ _ _ S89°41'51 "E 335.16' _
• ► » O in 53.38' - - - - 143.05' - - - - - - 138.73' - - W het I3
S89 42 07 E o
rn
100.04 z A, S
90.04' tw
S89°41'51 "E S89°41'51 "E �9• �I
L13 70.00' 8 L176.254
14.17' 69.55' 714.14'
14.14' 1 1 1 .94' �� A j , eat
L15 / N89°41 '51"W 82.50' L29 'A17 /14.3189°41 '51 "E 89.59' L28 S89°41 '51 "E 118.26'L14 9 90, 6 14.14' o o0:r14.14' 6 0 30 60
N89°41 51 W110.00' 10 S89°41 51 E 0 20 0 S89°41 '51 "E I J
0o I I�10' 109.77' I o 10' 10' I 136.37' 1 Key 5 0'
o f 6 � rn w rn o I 5 10'� 0 " , o f 5 I Scale in Feet
N89°41 51 W - o o I I N rn - 0 00
Q 1 10.00' 0 N 0 00 N S89°41 '51 "E ,n N 1-10' S89°41 '51 "E I
00 1�10' 5 I O N � 4 w 0 I 109.86' I �I 0 I 138.63' Curve Table - This Sheet Only
o f I cD " o Block 12"CN14
0 0 10' r
`n N N o N I O o I Block 13 I P C7 Curve Length 0 N89°41 51 W O 0 4 Z N I cfl # 9 Radius Delta Chord Bearing Chord Length
c6 1 1 10.00' I o o z to N I S89°41 '51 "E I 4 S89°41 '51 "E
O I Block 11 I 0 C O 0 109.94' p 140.02' 1 C1 98.76' 480.00' 11.47'19" S02°26'31"E 98.59'
ON 1 4 10'--1 N Z 0 1 3 10'� 0 1 3 1 O C7 24.79' 107.00' 13°16'29" N83°03'36"W 24.74'
20' 4N89°41 51 W 47 ci I--10' 1 N >` ON 1�10' 1 J C8 30.24' 130.50' 13°16'29" N83°03'36"W 30.17'
0 110.00 0 23.5' 23.5' S89°41 51 E " a) S89°41 51 E
70. 10 o I I 0 11 .00 110.03 O Q 00 140.54' 10'- C9 19.35' 83.50' 13.16'29" N83°03'36"W 19.30,
oN I 3 I N
10' N89°41 '51 "W 1 2 12.73' �\ 2 1 C25 18.12' 500.00' 2°04'37" N01°20'28"E 18.12'
12.7 3 I
1 10.00' \",7
2.70' S89°41 '51 "E / S89°41 '51"E C26 13.17' 510.00' 1°28'46" N01°38'23"E 13.17'
�\ 8.25j/ 15.52' 92.12' 1 15.56' W
��6, 15.56' 131 .18' c27 12.44' 490.00' 1°27'18" N01.39'07"E 12.44'
� N89°41'51 "W 89.94' / �p N89°41'51 "W 70.17' N89°41 '51"W 50.36' C8 N�6.25 22,E C36 44.30' 28.13' 90°15'02" S44°34'20"E 39.86'
' Ln 9 5�, w C45 22.20' 28.13' 45°13'00" S22°03'18"E 21.63'
0
4g 61 .75 �' E. Jewel St. r6j 3
o c\l
S89°4_1 '51 "E _ S_89°41 '5_1 "E �- S8_9°41 '51 "E 3 C46 22.11' 28.13' 45°02'02" S67°10'49"E 21.54'
- -
0 143.53' 143.77' O Li 80.36' -C7��S76\22„ C47 43.86' 28.00' 89°44'58" S45°25'41"W 39.51'
rn ¢2 0 E ^ N C48 19.39' 28.00' 39°40'27" S20°23'25"W 19.00,
Gpg 62.12' 14.73' N' 0 2
C49 24.47' 28.00' 50°04'30" S65°15'54"W 23.70'
o U N89°26'48"W 93.99' S89°41 '51 "E 70.15' - oo S89°41 '51 "E ►�
6 o / 13.49'\ - 'S 20.61' 23 o 50.57' C9 S�6.25 �
00
`L Z h 2
2.12' N8g•26'48"W 1 0 S89°26'48"E � 21 .15' S89°26'48"E 44.41,2E Line Table - This Sheet Only Line Table - This Sheet Only
1 10.00' 7.74' 99 88 1 17.91'
`o N " 00 I 11 1 O \ 7.01 \ Line # Direction Length Line # Direction Length
Ni 0 s
LLJ 00 O I 26 1 O 14.52' 2.56' U U U 1 .84'04 23 8.58' \ L1 S49°14'11"E 30.43' L29 N44°41'51"W 28.28'
° N rKi O N I N89°26'48"W 1 N I S89°26 48 E S89°26'48"E
w O ' 129 98' 10 y L2 S54°06'42"W 26.00' L30 N45°24'04"E 28.48'
00 0 1 10.00 1 0 0 �1 o' 1 10.1 1 1 o'--1 - - I i\
c/) o I 25 1 O w 0 I 21 I 0 1 22 I L3 S34°11'01"E 29.61' L31 N44°34'19"W 28.22'
ON I 10 --1 ao N I S89°26'48"E 1 N N I--10' I N L8 S45°25'41"W 16.65' L46 S49.14'1 1"E 7.64'
p N89°26 48 W N , I S89°26 48 E
Z 1 1 10.00' ri- I 109.47 " " 127.98' I ^ L9 S45°25'41"W 11.69' L47 S08°22'19"E 15.21'
Q 0 0
O 20 24 p _ i 21 L12 S89°42'07"E 10.00' L48 S06°10'15"E 20.13'0
N N N N >,° >W S892648E S89°2648 E a L13 N45.25'41"E 8.86' L49 S03.40'06"E 20.05'
I 1 10.00' -1 o' 108.84' I QI 125.9 9'
O > O 10' O
10'-_I L14 N00°42'13E 6.25' L50 Sol*10'25"E 20.01'
230 o 20
NO OCO N L15 N45°25'41"E 28.35' L51 S01°19'06"W 20.00'
N N89°2648 W N S892648E S89°2648 E
I
O
oN 1 108.20 I
L16 S44°34'19"E 8.82'
L52 N34°11'01"W 13.99,
00 0" 110.00 1o' . o o Block 9 I I� O I Block 10 I0 3 0 O Block 8 NOzL17 S44°34'19"E 19.40'
N 18 N22 N » 19
N89°26'48"W N L18 N44°34'19"W 28.22'0 I 1 10.00' M 0 107.56 10 N 1 121 .99' I 3 (p D) L20 N45.25'41"E 28.35'
-,) o CS or7 00 PO0 I 17 t o NIrn O I �
ZN
r7 1 21 I O O O 1 , I O p N o 18 I rn ►7 L22 N44°34'19"W 28.22'
`V I N89°26'48"W N z z S89°26 48 E N Z' 1---10' S89°26'48"E I cOv i� r`� O
Z " 1 106.92' " cv L23 S45°25'41"W 28.35'
O 1 10.00' 1 0 L-101 1 - 120.00' co 0
20' 0 1 20 10'�I 0 ' 472s 9� 0 1 16 I p 10"2o 0' O 1 1 7 10,�1 - 0 (� L24 S44°58'16"E 28.42'
I ON .8 1 S89°26'48"E 1 N N ,� O L25 N45°02'22"E 28.15' �� L
10' N N89°26'48"W 23 I I S89°26 48 E N c,\ s
10' N 1I I
1 106.28' I I L26 N44°41'51"W 28.28'
0 110.00'
.0
0 19 0 0 15 1 16 L27 N45°18'09"E 28.28'
I 0
N N N N°
N89°26'48"W S892648E
L28 N45°18'09"E 28.28'
1 1 N L 105.65' I I I
10'110.00' 0 _-10 .0 100 0 - C OF
Sheet 3 0 18 1 0 14 o
N o 15 pcb
N NSheet 4 N89°26'48"W N S89°26'48"E- I S89°26'48"E
110.00' - 105.01 K A1APRao\1 14.01 ' ' "^ 01 MAR 2021
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.
NOT FOR RECORDATION
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
See Sheet 1 for Legend Information
See Sheet 5 for Notes & Easement Notes SHEET 2 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
01
0 1 - � --
O 1
' II
-0
NN1I O 1 O 1 1 O
O
,
Line Table - This Sheet Only
Sheet 3 18 I O O 14 O O 15 1 0
Line # Direction
Lengt
h Seet 4 N892648W S892648E
14
105.01 L4 S41°25'35"W 27.15'
N1 110.00' 0 �10' i . 1010 0r10'
O 0 1-10 17 1 13 10 0 14 L5 S46°36'49"E 28.43'
N I N I N NS89°26'48"E N89*26'48"W S892648E rn L33 N45°25'41"E 21.26'
104.37' 1
1
110.00 112.01 L34 N44°07'17"E 28.50'
0' 0 16 0 O 130 l 0 00
aoN L35 N45°52'43"W 28.07'
10 N NI 010 N892648W
110.00' 110.02' 0 30 60 L36 N44°34'19"W 21.17'
10' 1 NO O L37 N45°08'23"E 28.49'
N 1 Z Block 9 1I N10'
N892648W S8926'48"E L38 S44°52'49"E 28.07'
12 0 Scale in Feet110.00' 10'� 0 108.02'1 L39 N44°07'17"E 28.50'0
0 1 14 1 ON I Block 8 -0 L40 S45°52'43"E 28.07'
N I N89°26'48"W -
I 110.00 0 1 3 L55 N04°06'40"E 20.04'
>, '
o �10 13 i 0 N `t z I L56 NO2°01'58"E 20.01'
N 1 N89°26'48"W 1 N S89°26'48"E Q I S89°26'48"E , L57 No0°06'46"W 20.00'
1 1 101.01 0' 1I1 I 101.79 NI 1 1 10'
L58 NO2°14'10"W 20.02'
0 1 -10 o10' .0 12 O 0 11 o � h L59 N04°21'49"W 20.07'
C5 � O 1 0 0
N N89°26'48"W 10' 04 S89°2648"E N
.0 S8926 48 E L60 N06°27'21"W 20.15'
� 110.00' 101 .15' 104.01'
0 0 000 1 L61 N07°26'11"W 20.20'
- > u co
00 0 1 eo l • I L62 N07°26'09"W 20.20'
N N89°26'48"W NNL6 N S89°26'48"E C32 C28 S89°26'48"E -i
w
L63 N07°23'38"W 20.19'
100.53 1 104.12 10'
00 - 1 1 10.00 0 2 N - 0 10'--
O 4 o Block 10 1 O rn 7- � w O I 1 °'
CD N I I r N L64 N06°37'51"W 12.75'
o � 00 0 1 1 0 3 3 N 0 1 9 0 I,� v 9 LO U
w N I 1' N89°2648W 10 N N °Mo N I S89°26'48"E I U U U 1--10' S89°26'48"E 1 J Key Map L65 N41°24'53"E 9.72'
00 N w 0 1 0 a°� z b 0 I 100.21' 1 �? 1 104.69' -41 1" = 500'
1 10.00
NO 1 � ° 0o I q - O
9 1 O O Z 0 8 1 U U 1 8 I cn Curve Table - This Sheet Only
00
N89°26'48"W I `V N N 1 S89°26'48"E 1 1 S89°26'48"E
W O z Curve # Length Radius Delta Chord Bearing Chord Length
N z 0 0 1 1 10.00' 1 0 47 0 10' 100.28' C35 • C31 105.60' 10'
0 1 $ O O 1 7 1 0 20 I 7 I C2 140.60' 520.00' 15°29'30" S00°18'34"W 140.17'
CR
O 1 I 0 23.5 23.5 N I CO O I » I cD C3 17.46' 980.00, 1°01'15" S06°55'34"E 17.46'
r N89'26'48"W 1 N I S89°26'48"E 10 10 � S89°26 48 E
o -10' 110.00' I ' 1 100.62'
O 00 1 10 O O I 10 y1 0 0 1---10' 106.98' C10 28.25' 1000.00' 1°37'08" N89°29'36"E 28.25'
Z 7 1 1 6 0 0 6 II C11 7.08' 976.50' 0°24'56" N88°53'30"E 7.08'
O I N89°26'48"W I N N S89°26'48"E 1 N N I S89°26'48"E C12 8.62' 1023.50' 0°28'56" N88°55'30"E 8.62'
110.00' 100.9 6'
0 i 1 0 0 1--10' 10 w 0 i 109.09' 10 I C13 49.23' 1000.00' 2*49'15" S00°58'09"W 49.23'
O 6 1 O 0 1 5 1 O 5 O C14 49.72' 1010.00' 2*49'15" S00°58'09"W 49.72'
20' N 1 N89'26'48"W I N N I S89°26'48"E I N � oN l
NN I1II i I S8
'E
110.00' I 0 101 .31' U 111.55' 'I I
C15 48.74' 990.00' 2*49'15" S00°58'09"W 48.73
'ofl
I _ �10I C28 4.86' 990.00' 0°16'53" S02°14'20"W 4.86'5 O 4 4
10' 10' O I 1o' N N N N89°26'48"W S89°2648E I S89'26'48"E C29 20.00' 990.00' 1°09'28" S01°31'09"W 20.00'
110.00' 0 101.66' 114.01' m C30 20.00' 990.00, 1°09'27" Soo°21'42"W 20.00'
f10 o 0 10' 00 04 O 0 N C5 3 C31 3.87' 990.00, 0°13'27" Soo°19'45"E 3.87'W
4 10N89°26'48"W 04 S89°26'48"E 04 N S89°26'48"E 10 c32 5.78' 1010.00' 0°19'40" s02°12'56"w 5.78'
110.00' o 01 102.00' 10' 116.45 ()LAo f
O C33 20.00' 1010.00' 1°08'05" S01°29'03"W 20.00'
3 7.32 2�O 2.9 .10 Nc34 20.00' 1010.00' 1°08'05" soo°20'58"w 20.00'
N89°26'48"W S89°26'48"E
\ 2.69' 110.00' 1 M / S 95.44' ���� �AO� 106.12' C35 3.94' 1010.00' 0°13'25" S00°19'46"E 3.94'
6.59' 6 / �61 1 11 �S� C50 44.10' 28.00' 90°15'02" S44°34'19"E 39.68'
N89°26'48"W 99.35'Cs2 1 S88° Gravity Irrig
41'02"W S88°41'02"W 99.68' C51 18.66' 28.00' 38°11'37" s1s°32'37"E 18.32'
,y i�tjon Easement �66.88' 14.67 55.58' See Ea�4ment Note 4 O C52 25.44' 28.00' 52°03'25" S63°40'08"E 24.57'
• E. Drummer St. - N
• - - - - - - - �_� -a•- - _ • d _ _ _ O
"
N88 41,02E
S89°41'51"E C-0 N88°41'02"E 131.08
43.50 85.22
_ . ' _ N Cn
Ln
S89°41 '51 "E 1 15.00' 19.05' N88°41'02"E rri
OF THE
N89°41'51"W �6 12- 54.86' N N88°41 02 E 102.49 AND IT IS PRELIMINARY THIS IS A DRAFTVERSIIN ON NATURE. ITP ALAT S 10
O , 14.25' » NOT YET RECEIVED AGENCY APPROVAL
rT _ _ _ 108.50 _ 14.57 7
d - 2.12'I N88°41'02"E 14.04 N88°41 02 E is NOR HAVE MONUMENTS BEEN INSTALLED.
101 .43' NOT FOR RECORDATION �o
83.89' 66 OF P
01 MAR 2021
(rJE EB
J-U-6 ENGINEERS, INC.
250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
See Sheet 1 for Legend Information
SHEET 3 OF 7
See Sheet 5 for Notes & Easement Notes
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
Line Table - This Sheet Only
*41'
S89°41 '51 "E _ I _ - �/ c10 _ N_88°41'0_2"E • _ _ N8831-.- "E Line # Direction Length
Sheet 3 143.50' •_23.100 �- 85.22' 131O8 L5 S46°36'49"E 28.43'
5-�t 4
S89°41 '51"E 1 15.00' E. Drucker St. L6 S59°21'53"W 23.89'
19.05' ��G N88°41'02"E N88°41'02"E 102.49'
N89°41 '51 "W 1 54.86 L7 s25°o2'o9"E 29.59'
108.50'_ _ _ _ _ - 2.12, 14.57' 7 tK 14.25' N88°41'02"E S
I � � L34 N44°07'17"E 28.50'
p � 10 � 00 �� / 83.89'N88°41'02"E 14.04 \ � / 101.43' \ �6,6 L35 N45°52'43"W 28.07'
0
Uj 36 1 rn , \ i 14.25' 11 L36 N44°34'19"W 21.17' 0 30 60
n 13.92 14.03 0 .° co
1 PO O N89°33 31 E J L37 N45°08'23"E 28.49'
10' N89°26'48"W 1 0 1 6 i O I O I 123.10' 1 L41 N46°35'35"E 27.26' Scale in Feet
1 10.00' I N PO 0�---10' 10'-I O I 1 o I -1 L42 N41°53'35"W 29.98'
10
S89°26 48 E I N89°33'31"E
1 122 95' L43 S67°19'00"E 4.90'
0 35 I 00 I 104.32'
u7 �j 1 2 Op 1 9 1 0) L44 S67°19'00"E 9.09,
M 1 O I 1 1 10' 10' O I 10'y1 J L45 N67°19'00"W 13.29'
N89°26'48"W I o > 0 1 5 o N89°33 31 E
1 122.39' L66 N46°36'49"W 16.08' 1
1 10.00' 1 00 Q r? I I r i 00 I D
I 10, $ 0 U
E p O 10 1 p N �i I S89°26'48"E I O I 1 L67 N00°55'S8"W 10.57' i
N , »
O - - , N89°33 31 E L68 Noo°o1'14"W 20.00'
PO 34 1 Uj 'N 1 104.96 1 _ 0 1 121 .41' het
c n 0 I 1 L69 NO 1°10'24"E 20.01'
°' „ I n -o M o o I--10' Block 6 I . 00 o I 7 I
°' N89°26 48 W 1 :r' 0 o N w o I 4 I o N, N I N89°33'31»E 10 L70 N0e°22'05"E 20.02'
a N 1 10.00' I N : N N r 1 1 i j O N 120.01' L71 NO3°33'50"E 20.05'
L. Z 0 1 I
L Pr)I 6 n L72 N04°45'42"E 20.08' eat
4-U) w u7 33 I 0o z I S89°26'48"E 1 o'--I � 1 10' " I J
> N ' I 6 z I 105.60 N89 33 31 E L73 N05°51'02"E 20.12'
1 118.19'
O ^� N89°26'48"W 10'--I 0 1 3 1 o i Q o 1 5 J Key Map
Z 1 10.00' 47' M 1 1 N I N89°33'31"E 1" = 500'
0 I D 23.5' ' 23.5' I , 0 1 115.98'
10'-� '►�
0 32 1 S89°26 48 E o 1 4 1 0
I 106.25
N I N89°33'31"E N 3
1 0 I iv 113.7 1' 1
o N89°26 48»W N I 1 00 0 11 N M 3
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`0 00 rn 1 31 I J C' \ 2 10'� p C4 126.10' 980.00' 7°22'20" S02°21'36"W 126.01'
\ C'�j�2 9 6.48 18.35 tx \ N O
.� � 1 1 1 X N89°33 31 E C5 133.55' 380.00' 20°08'1 1" S28°49'15"W 132.86'
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\6, C10 28.25' 1000.00' 1°37'08" N89°29'36"E 28.25'
6.27' 3'J7 �6+w 1� \ ��p�� E. Reem Dr. C C12 8.62' 1023.50' 0°28'56" N88°55'30"E 8.62'
w \\ 20 Block 7 a
O l - - 98 60' 1 C16 68.27' 45.00' 86°55'33" S42°54'35"E 61.91'
\ _N \\ �, S86°22'21"E 1 1 • • - N63s��3• L43 C17 32.62' 21.50' 86°55'33" S42°54'35"E 29.58'
\ \ 0.81 C 9 \ 4 0) a�
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O 2 30 \ U� � 2 6 � C18 103.92' 68.50' 86°55'33" S42°54'35"E 94.24'
O �� \ \ C40 S86° 2'21"E 110 8 \40, �' Z C19 39.63' 100.00' 22*42'14" N75°01'14"W 39.37'
Z �tr`_ \\ � _ _ 38.22' 38.56' 34.02, C21 `SQ�3\ L44 3 C20 32.77' 123.50' 15°12'15" N71°16'15"W 32.68'
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C3- �726g 5��3 �F • d. /� C22 6.37' 100.00' 3°38'53" S65°29'34"E 6.37'
C23 4.87' 76.50' 3°38'53" S65°29'34"E 4.87'
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/ C43 4.52' 76.50' 3°22'58" N84°40'52"W 4.52'
02. - - - - - - - - - - - -� 12.52'
C44 25.80' 76.50' 19°19'16" N73°19'45"W 25.68'
22.89' 38.90' 38.56' - - - - 9.41'
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THIS IS A DRAFT VERSION OF THE PLAT F L. �lp \ J-U-6 ENGINEERS, INC.
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL 01 MAR 2021 250 South Beechwood Avenue,Suite 201, Boise, ID 83709-0944
NOR HAVE MONUMENTS BEEN INSTALLED.
See Sheet 1 for Legend Information NOT FOR RECORDATION p 208 376 7330 w www.jub.com
SHEET 4 OF 7
See Sheet 5 for Notes & Easement Notes
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
Notes Easement Notes
1. Lot 22 of Block 3, Lots 1 and 7 of Block 6, Lot 1 of Block 7, Lot 1 of Block 8, Lots 1, 12
and 23 of Block 9, Lots 1 , 15 and 28 of Block 10, Lots 1 and 8 of Block 11, Lots 1 and 7
of Block 12, and Lot 1 of Block 13 are common lots which shall be owned and maintained by 1. Lot 22 of Block 3, Lots 1 and 7 of Block 6, Lot 1 of Block 7, Lot 1 of Block 8, Lots 1 , 12 and
the Pine 43 Subdivision Homeowner's Association. 23 of Block 9, Lots 1 , 15 and 28 of Block 10, Lots 1 and 8 of Block 11 , Lots 1 and 7 of
Block 12, and Lot 1 of Block 13 are hereby designated as having a Utility Easement co—situated
2. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at (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. Portions of Lot 1 of Block 7, Lot 1 of Block 8, Lots 12 and 23 of Block 9, and Lot 7 of Block
meet dimensional standards as established in the City of Meridian's Zoning Ordinance. 12 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
5. Lots shall not be reduced in size without prior approval from the health authority and the City recorded on November 10, 2015 as Instrument No. 2015-103256, official records of Ada County,
of Meridian. 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
6. No additional domestic water supplies shall be installed beyond the water system approved in 40-2302 Idaho Code. The Master Easement is for the operation and maintenance of the storm
the sanitary restriction release. water drainage system.
7. Reference is made to the public health letter on file with Ada County Recorder regarding 4. See Instrument Number ___________ for Gravity Irrigation Easement.
additional restrictions.
5. No Utility Easement shown or designated hereon shall preclude the construction and maintenance
8. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest of hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such
established normal ground water elevation. In May, 2018 observation wells were advanced to nonpermanent improvements.
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. 6. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from
unless otherwise noted.
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. Webb Way is prohibited.
Reference Documents
Subdivisions:
Pleasant Valley Subdivision, Elliot Park Subdivision & Pine 43 Subdivision No. 1.
Surveys:
ROS 3350, 3755, 4101, 6734, 10366, & 11291.
Deeds:
2018-023490, 2018-023491, 2018-023499 & 2019-037535. �o
� P
Easements: _______. �� OF � (rim ■
C. KA1P
01 MAR 2021 7,�
THIS IS A DRAFT VERSION OF THE PLAT J—U-13 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 5 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
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. 3, 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 north quarter corner of Section 8, Township 3 North, Range 1 East, Boise Meridian, from which the northwest corner of said Section 8 bears North 89"59'19" West, 2,652.60 feet; Thence North 89°59'19" West, 1 ,060.92 feet along the north
line of said Section 8; Thence South 00°32'33" West, 440.61 feet departing from said north line and along the west line of Pine 43 Parcel 1 as described in that Warranty Deed recorded under Instrument No. 2018-023499, Ada County Records to the
POINT OF BEGINNING;
Thence S 89°41'51 " E, 331 .95 feet departing from said west line to the westerly right-of-way line of N.
Webb Way as described in that Warranty Deed to the Ada County Highway District recorded
under Instrument No. 2019-037535, Ada County Records;
Thence along said westerly right-of-way line the following twenty (20) courses:
1) S 08-49'33" E, 40.51 feet;
2) S 49°14'1 1 " E, 30.43 feet to the beginning of a non-tangent curve;
3) Along said non-tangent curve to the right an arc length of 98.76 feet, having a radius of 480.00 feet, a central angle of 11°47'19", a chord bearing of S 02`26'31 " E and a chord length of 98.59 feet;
4) S 54"06'42" W, 26.00 feet;
5) S 07°37'13" W, 47.26 feet;
6) S 34"1 1 '01 " E, 29.61 feet;
7) S 08°03'19" W, 237.56 feet to the beginning of a curve;
8) Along said curve to the left an arc length of 140.60 feet, having a radius of 520.00 feet, a central angle of 15"29'30", a chord bearing of S 00°18'34" W and a chord length of 140.17 feet;
9) S 07°26'1 1 " E, 57.68 feet to the beginning of a curve;
10) Along said curve to the right an arc length of 17.46 feet, having a radius of 980.00 feet, a central angle of 01°01 '15", a chord bearing of S 06°55'34" E and a chord length of 17.46 feet;
1 1) S 41°25'35" W, 27.15 feet;
12) S 03.52'15" E, 47.05 feet;
13) S 46°36'49" E, 28.43 feet to the beginning of a non-tangent curve;
14) Along said non-tangent curve to the right an arc length of 126.10 feet, having a radius of 980.00 feet, a central angle of 07`22'20", a chord bearing of S 02°21 '35" W and a chord length of 126.01 feet;
15) S 06"02'46" W, 99.58 feet;
16) S 59°21 '53" W, 23.89 feet;
17) S 12"34'03" W, 47.74 feet;
18) S 25°02'09" E, 29.59 feet to the beginning of a non-tangent curve;
19) Along said non-tangent curve to the right an arc length of 133.55 feet, having a radius of 380.00 feet, a central angle of 20"08'1 1 ", a chord bearing of S 28°49'16" W and a chord length of 132.86 feet to the beginning of a reverse curve;
20) Along said reverse curve to the left an arc length of 147.04 feet, having a radius of 520.00 feet, a central angle of 16°12'04", a chord bearing of S 30°47'19" W and a chord length of 146.55 feet to the most easterly corner of Lot 1 , Block 3
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 N 67°58'23" W, 296.46 feet along the northeasterly line of said Lot 1 to the southeast corner of Elliott Park Subdivision according to the official plat thereof filed in Book 82 of Plats at Pages 8914 through 8915, Ada County Records;
Thence N 00°33'12" E, 1 ,189.84 feet along the east boundary of said Elliott Park Subdivision and the northerly extension thereof, to the southwest corner of that certain 1 .00-acre parcel of land according to Record of Survey No. 3350 recorded under
Instrument No. 95077387, Ada County Records;
Thence S 89°42'07" E, 100.04 feet along the south line of said 1 .00-acre parcel;
Thence N 00°32'33" E, 35.84 feet along the east line of said 1 .00-acre parcel to the POINT OF BEGINNING.
The above-described parcel contains 12.45 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. 3, 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.
Acknowledgment Robert L. Kazarinoff, PLS 16642
State of Idaho
O THIS IS A DRAFT VERSION OF THE PLAT
OF �Q
ss.
P AND IT IS PRELIMINARY IN NATURE. IT HAS
County of Ada
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
01 MAR 2021
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.
(rJE EB
Notary public for Idaho 7,-�
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 6 OF 7
PLAT SHOWING PLAT BOOK PAGE
Pine 43 Subdivision No . 3
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 SON
�o
OF \ P
(rJE EB
01 MAR 2021
THIS IS A DRAFT VERSION OF THE PLAT
AND IT IS PRELIMINARY IN NATURE. IT HAS J—U—B ENGINEERS INC.
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 w www.jub.com
SHEET 7 OF 7