CC - Plat - 1/30BOOK 00 PAGE , 6
PLAT OF E. PINE ST.
SEYAM SUBDIVISION PLS 7576 CP&F NO. 110088871
LOCATED IN THE SW 1/4 OF SECTION 9, T.3N., R.1 E., B.M.,
UNION PACIFIC RAILROAD CITY OF MERIDIAN, ADA COUNTY, IDAHO a
PLS 3624 _ _ _ _ S 89.56'19" E 1747.00' 1 _ _ 2015 1 PLS 3624
N 06'55'12" WT + EVANS DRAIN 1403.68' o + 343.32 $
C5
103.20 - - - -- - -- ----- J =_ ___ _ ____ __ ___ _____ _-_ __ - � - =Y� _ - __ - - - - -_- -_ ----- - - -
1-- -- - -- -- - -- - - - --- -J
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z ar-m ¢rte z
PLS 3624 k z �- ol
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a�-zao a ��a o ud 1
\ w z- rn N w CURVE TABLE N w z -I j 20.00' w W g
`>
�N o
RADIUS
a
CHORD
LANDSCAPE BUFFER
d 3 w Z^
103.32'
F c
33.04'18"
(TYP.) ,
N23'27'21"W
aoz
ar
>
350.00'
10.00
42.62'
z�w
C- 3
46.61'
I mn
p z aio
6'58'53"
46.58'
w
w
C- 4
38.69'
317.50'
m
N m �'I➢
S86'34'15"W
��i� %
U
IN, pz
9'08'05"
47.78'
N04'37'43"E
D I II Z IA
42.65'
O
C
Oz
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C- 1
103.32'
179.00'
33.04'18"
101.89'
N23'27'21"W
C- 2
42.65'
350.00'
6'58'53"
42.62'
586'34'15"W
C- 3
46.61'
382.50'
6'58'53"
46.58'
S86'34'15"W
C- 4
38.69'
317.50'
6'58'53"
38.66'
S86'34'15"W
C- 5
47.83'
300.00'
9'08'05"
47.78'
N04'37'43"E
164.61
42.65'
267.50'
08'05"
42.60
N04'37''43"E
LOT LINE
53.01'332.50'
9'08'05"
52.96'
N04'37'43"E
165.15
52. '
300.00'
1000'00"
52 9'50411'46"W
CALCULATED POINT
64.97
ELEVATION.
332.50'
10'00'00"
57.96
50458.0' 1146"W
51.00
9C- 4'
267.50'
10'00'00"
46.63'
SO4'11'46"W
0 Z W Ni - w 0
o < ~- w� 1 O���p
ac_c 3wi, iiN Q0< 1
aaz oN o aQNzo i 25 00 300
w ¢ � oaZo in QpU�o 0 50 200
N W -
w z_w z2�
m I SCALE: 1" = 100'
W 24' X 35' TEMPORARY
M
TURNAROUND EASEMENT '
0 o INSTR. NO.112023417
o z I 1
L5 ��� ---- -L-Z19" E _ - 113.15-- LL- tt-
r I E LANARK S T. s ---- E ---- -- ' i- DEDICATED T- l IN
nl Irl- ----------- 0 THE PUBLIC)- -'---- --- 7, ---' --- -- -- �O --- 4' X 3 TEMPORARY
�---• • ------ ----
C IL-3'----- _ 2 -T--553.14:-- - - --- ---� ?-2 5IG+
Z ' --�- S 89'56'19" E 529.52'- -------- C -� r-' - F-- --' i TURNAROUND EASEMENT tp
r L6 - - z , j S 89'56'19" E 502.64 ` l = - - - - NSTR• N0.112023417
---
� to o yT, -L_ 238.0 - -- L_s291.43'-r----
F- L •
N'ro zl. o o mio 10.00' w„_ 0
C D Z ti azmi0 ''j y W wN i• o 0 n
�+',$��� z w w a o _ m czil � y o y mio N IRI
wo oo, w Z� I LANDSCAPE BUFFER m -iioo = m N M
< I o Ai v m N c a c (TYP.r
101 I �c aa� m �'v �smiti li ) zci� awv LN '0 1
Q R1 �; DIN w v a N w m NiZ _ .� 20.00' WATER MAIN o w> AIN N
(T I m a b w o z - �- ------ 'r LA
(P 1 0+ 0 zi �iZ O o as o rn -a m1y EASEMENT m Zia o m O zi> 3
_+ 1 10 mi'a � H L) o- z iia 2.5 2 I INSTRUMENT N0. � ��� < w A z m oiZ ro
G N I� z;i� o a (n v o Z -< • I 107056313 N ziA 3 0 z m - a
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x�z oQ 2 I IVl �'a o�z ° �A N
V) I I o J v L -27J U 1 �i I� coz o N mi
lt_ • m
N 89'11'46° E
406.71'
Z �---
i1 ACCESS EASEMENT
INSTRUMEN1050633267 NO. &Orf 2
I I
11
1
oD
29.00' 29.00'
NOTES:
'
BUFFER o
,I I .-to.00
LANDSCAPE
(TYP)
OD I
a
JI IN
N 89'56'19" W
I�
w
(PI i
4O 00
00
I
IPCO EASEMENT
I
INSTRUMENT NO. 104013625 0
11
FOUND 5/8" IRON PIN AS NOTED
w
15' LANDSCAPE
II
II
BUFFER
II
AH R NN7
10.0'x 212.0' ACHD
STORMWATER EASEMENT
SEE NOTE 9 (1340 sf)
SEWER AND WATER it
MAIN EASEMENT
INST. NO. 2014-105208
I
I
I I
j
O
I
10.00'
LANDSCAPE BUFFER v l
(TYP.)
A<S J I
1 SLOPE EASEMENT 5' LANDSCAPE Sp I
INSTRUMENT N0. BUFFER ILL
I I---- 104016709
29.17' >�-
1078.16' m o
8 9 (1078.03')
17 16 N 89'11'46" E
1107.33' .
BRASS CAP
CP&F NO. 110054174
_��31.3z:-__-_----
S 89'11'46" W 585.49' o PLs
U4�
,I
OIL I
2
I 66 "
I 20.00' WATER MAIN O
M
M
1` INSTRUMENT NO.
!, 107056313
ACHD PERMANENT
I �p00 SLOPE EASEMENT 35' LANDSCAPE
INSTRUMENT NO. BUFFER
104016709
- - - - - - - - - - - - - - - - - - - - -
L-26 PLS 11778 - -_ 429.74' _
5082L-��L-29 S 89'11'46" W 786.00'
_ 1_32'58'38" W 47_26'
E. FRANKLIN R D. N 89.11'46" E 1598.92' S 89'11'46" W N
N 47'55'09" W 36.15' S 26'09'18" W 44.88' 55.50' g
BASIS OF BEARING (ROS 6658)
N 89'11'46" E 2706.25'
oD
Wi I
NOTES:
zl m
w m
p m
Z
OI IJ
1) DIRECT LOT ACCESS TO E. FRANKLIN RD. IS PROHIBITED.
10
,z
qi
N 89'56'19" W
u - --
539.36'
la'
SEWER AND WATER
?I I _ �
MAIN EASEMENT
i
IJ
INST. NO. 2014-105208
Ip
II
FOUND 5/8" IRON PIN AS NOTED
w
3) INDIVIDUAL LOT OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF THE
I 66 "
I 20.00' WATER MAIN O
M
M
1` INSTRUMENT NO.
!, 107056313
ACHD PERMANENT
I �p00 SLOPE EASEMENT 35' LANDSCAPE
INSTRUMENT NO. BUFFER
104016709
- - - - - - - - - - - - - - - - - - - - -
L-26 PLS 11778 - -_ 429.74' _
5082L-��L-29 S 89'11'46" W 786.00'
_ 1_32'58'38" W 47_26'
E. FRANKLIN R D. N 89.11'46" E 1598.92' S 89'11'46" W N
N 47'55'09" W 36.15' S 26'09'18" W 44.88' 55.50' g
BASIS OF BEARING (ROS 6658)
N 89'11'46" E 2706.25'
w
a
BEARING
�
NOTES:
LEGEND
IY1
1�
0
1) DIRECT LOT ACCESS TO E. FRANKLIN RD. IS PROHIBITED.
10
,z
(1078.03') FORMERLY SHOWN OF RECORD
2) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY HAVE A TEN (10)
149.96
FOUND MONUMENT AS NOTED
la'
FOOT WIDE PERMANENT PUBLIC UTILITIES, DRAINAGE, IRRIGATION AND
NOTE 12)
L-6
O1 LOT NUMBER
MERIDIAN CITY STREET LIGHTS EASEMENT.
Q
FOUND 5/8" IRON PIN AS NOTED
THE LEGAL DESCRIPTION IN INSTRUMENT NO.
3) INDIVIDUAL LOT OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF THE
25.46
103007929 CONTAINS AN ERROR. THE
PROPERTY BOUNDARY LINE
LANDSCAPE BUFFER AREAS SHOWN ON THIS PLAT.
•
SET 1/2"x24" IRON PIN WITH
157.97
BEARING OF N 89'59'58"W. THE CORRECT
1 C
PLASTIC CAP, PLS 4999
- - - SECTION LINE
4) INDIVIDUAL LOT OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF ANY
164.61
SHOWN ON THIS PLAT REFLECTS THAT
12
IRRIGATION /DRAINAGE PIPE OR DITCH CROSSING THEIR LOT, UNLESS
0
SET 5/8"x24" IRON PIN WITH
LOT LINE
MAINTENANCE THEREOF IS ASSUMED BY AN IRRICATION/DRAINAGE ENTITY.
Ir
PLASTIC CAP, PLS 4999
N00'48'14"W
5) BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF
165.15
NOO'48'14"W
EASEMENT AS NOTED
12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER
O
CALCULATED POINT
64.97
ELEVATION.
l
BREAKLINE
LANDSCAPE BUFFER
6) ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY
APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
51.00
------------
RIGHT-OF-WAY LINE
7) BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
RPOB
REAL POINT OF BEGINNING
4.77
COMPLIANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING CODE AT THE TIME OF
9 0
30.34
N19 II TE
SUBMITTAL.
w
a
BEARING
�
P
S51'55'1 2"E
IY1
1�
0
N38'04'48"E
10
,z
N83'04'48"E
L-4
149.96
N83'04'48"E
la'
131.46
NOTE 12)
L-6
131.46
583'04'48"W
1
25.46
THE LEGAL DESCRIPTION IN INSTRUMENT NO.
L-8
25.46
103007929 CONTAINS AN ERROR. THE
L-9
107.48
FORTH LINE OF THE DESCRIPTION LISTS A
1
157.97
BEARING OF N 89'59'58"W. THE CORRECT
1 C
107.48
BEARING IS S 89'59'58"E. THE EASEMENT
L-12
164.61
SHOWN ON THIS PLAT REFLECTS THAT
12
184.60
CORRECTION.
1
93.23
N09411'46"E
Ir
169.41
N00'48'14"W
I�
165.15
NOO'48'14"W
1 �I
176.82
N00'48'14"W
1 �
64.97
IPCO EASEMENT
L-19
51.00
INSTRUMENT NO. 104013625
I O
I
51.00
------------
L-21
����������������
N26'09'18"E
•A
N
4.77
N26'09'18"E
9 0
30.34
N19 II TE
16
25.16
_ - ALUMINUM
CAP
LINE TABLE
LINE LENGTH FT.
BEARING
L-1
26.16
S51'55'1 2"E
L-2
26.16
N38'04'48"E
L-3
29.00
N83'04'48"E
L-4
149.96
N83'04'48"E
L-5
131.46
583'04 48"W
L-6
131.46
583'04'48"W
L-7
25.46
S44'56'19"E
L-8
25.46
N45'03'41"E
L-9
107.48
N00'03'41"E
L-10
157.97
NOO'03'41"E
L-11
107.48
N00'03'41"E
L-12
164.61
N09'11'46"E
L-13
184.60
N09'11'46"E
L-14
93.23
N09411'46"E
L-15
169.41
N00'48'14"W
L-16
165.15
NOO'48'14"W
L-17
176.82
N00'48'14"W
L-18
64.97
N06'55'12"W
L-19
51.00
S06'55'12"E
L-20
51.00
S06'55'12"E
L-21
40.11
N26'09'18"E
L-22
4.77
N26'09'18"E
L-23
30.34
N19 II TE
L-24
25.16
N89'11'46"E
L-25
13.78
532'58'38"E
L-26
33.48
S32'58'38"E
L-27
20.00
N09'11'46"E
L-28
91.38
N09'11'46"E
L-29
2.00
500'48'14"E
L-30
106.95
S89'11'46"W
S 1/4 CORNER
SECTION 9
CP&F NO. 113006165
WRITE
land surveying, Ilc
315 East Danskin Dr.. Boise, ID 83716
208.794.6622 Tele. 208.426.8319 Fax
4999
I_ I&-2�
8) THIS SUBDIVISION FALLS WITHIN THE NAMPA-MERIDIAN IRRIGATION DISTRICT AND THESE
LOTS WILL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. THE OWNER HAS
PROVIDED IRRIGATION WATER TO ALL LOTS THROUGH A PRESSURIZED IRRIGATION SYSTEM
IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805(b). MAINTENANCE OF THE
PRESSURE IRRIGATION SYSTEM WITHIN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY
OF THE PROPERTY OWNERS.
9) LOT 1, BLOCK 1 AND LOT 1, 2, & 3 BLOCK 2; OR A PORTION OF SAID LOT(S) ARE
SERVIENT TO AND CONTAIN AN ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS
ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE
EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO.109053259, 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.
* 2017007768 Vacation of Plat Note 10
11) SEE ROS NO. 6658 AND 9069 FOR ADDITIONAL DATA OF RECORD.
SHEET IOF3