Arch Rock TerraceACHD STORM
DRAIN
EASEMENT
WST. NO.
Initial
po&1t
26 25 W MCMILLAN ROAD
35 36 -- -- -- -- --
CP&F Inst
I No 109044123
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PVT OF
ARCH ROCK TERRACE SUBDMSION
A PART OF THE NW 1A SECTION 36, T. 4 N., R. 1 W o B.M.
MERIDIAN, ADA COUNTY, IDAHO
2013
CURVE TABLE
CURVE
ARC
RADIUS
DELTA
CHORD BRG.
LONG CH.
C1
78.27
50.00
89 41' 4"
S44'36'00"E
70.52
C2
123.67
110.00
6425'00"
N5820'48 E
117.26
C3
31.53
20.00
90'1 '00"
S45' 4'12"W
28.36
C4
20.69
20.00
59'17'04"
N5947'46"W
19.78
C5
10.61
20.00
302355"
N1457'16"W
70.49
C6
1 8.59
20.00
243712"
--.N12*33'18'E
8.53
C7
20.36
57.00
20'2744"
S14 38'02"W
20.25
C8
22.03
57.00
08'39"
S06'40'10"E
21.89
C9
20.37
57.00
0*28'31 "
S27*58'46"E
20.26
C10
16.44
57.00
1631'44"
S46' '53"
16.39
C11
15.19
57.00
15'1555"
S6 43"E
15.14
C12
5.01
57.00
501 4"
S72' 1'37"E
5.00
Ci3
3.05
20.00
'44'14"
N5144'40"W
3.05
C14
41.76
57.00
415831"
S68*21'48"E
40.83
C15
22.40
57.00
231'13"
N7923' 0 E
22.26
C16
46.31
57.00
4633' 7"
N44*51'10:E
45.05
C17
35.94
57.00
07' 9"
N0330'5"
35.35
C18
12.61
20.00
3606'45"
03' '30"W
12.40
C19
23.18
25.00
53'07'48"
S 6"19'1 E
22.36
C20
15.95
25.00
3336"
S7109'54"E
15.68
C21
36.36
85.00
430'27"
N7818'04"
36.08
C22
59.21
85.00
395433"
N46 5'34"
58.02
C23
51.00
50.00
6' "
S2 58'3 "E
1 48.82
L46
S8926'18 E 38 • PLS 9366 � - L7
L12
PER ROS 7701
W. ANN TA YLO? ST. '
100.00'1
L37 �C4� N
1
�IQ�g
�I
O
O I
i
I
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r
'1
� �
1
K
T
1
1
i
L
1
`
� common
r
$ i
{
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RW
I
1 i
1
i
1
1
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I
1 �
LU Lu -0.
3&00'
LS 900 •
' PER ROS 7701
common 9
area
CURVE TABLE
CURVE
ARC
RADIUS
DELTA
CHORD BRG.
LONG CH.
C24
27.27
50.00
31'14'56"
S73 49'14"E
26.93
C25
60.73
110.00
3138'01 "
N74*44'17"E
59.96
C26
62.94
110.00
4659"
N4 31'47E
62.08
C27
1.99
20.00
541'17"
N 3 5' 0 E
i•98
C28
10.72
57.00
10 46'2 "
-S49-21'J4"E
10.70
C29
10.18
57.00
10'13' 5"
S59ZI'43'E
10.17
C30
11.64
20.00
33*19*55"
N7 4 '45"W
11.47
C31
1.60
20.00
43425"
S2351'05"W
1.60
C32
47.91
57.00
4809'36"
N -52-38"E
46.51
C33
11.48
57.00
i t 3 ' "
1 N 101'37"
11.46
C34
15.81
20.00
45'17'53"
S6754'21 "W
15.40
58976'18' _ 749.97'
��ii��-i 4---..�I L�,.4
TT//JJS4 �1 L(
See common i O
Note 5 area
JI
------------ ----------------------- I A
LINE TABLE
LINE
BEARING
DISTANCE
L 1
NOO*14'42E
8.02
L2
NO0 33'18"E
5.71
L3
N8 '4 "W
25.11
L4
N ' '42"W
5.30
L5
N19*46'46"E
34.40
L6
N19'4646"E
15.12
L 7
S 9 6'1 "E
155.00
L8
NS 6'4 "W
25.00
L9
S89 6'4 "E
10.00
L1 O
S8926'18"E
27.72
L11
S8926'18"E
27.72
L12
S892 'i - E
25.00
L13
S31' '14"W
2.23
L 14
N 1 44 "W
4.91
L15
OO'14'4 "W
10.00
L 16
OO'! 4'4 "W
8.02
L17
N89 '18"W
9.85
L18
NOO*14'42"E
10.20
L19
N 6'1 "W
20.12
L20
NOO'14'42"E
40.00
L21
N 6'1 "W
20.00
L22
N 'f 4'4 "
L23
N 9 2.6'1 "W
i
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------ft6_38_ !f0 L1f
ti t \ 1l 8 -
f
� � 1
50.00
50.00,
50.00'
50.00'
40.00'
'
r---- -1
i------- t
t-------
i
i------- i
�1
i------it
I`
2 i
i 3 i
i
4 1
1
5 I
I
6
.N
1528 ;
N
r
N
1512 i
T
1492
1474
t
1456
'------"'{
L-------J
`-------J
L---------
L----------...--
35.14
50.00'
50.00,
50.00,
52.09'
N026'42" W
N W" ARCH ROC ST
237.23'
N
LINE TABLE
LINE
BEARING
DISTANCE,
L24
_
S8 ' 6'18"E
114.83
L25
S194645"W
26.20
L26
N8 26'18"W
20.17
L27
N "t 4'4 "
40.00
L28
N 9 6'18"W
20.00
L29
N23 5 '41 E
6.29
L30
S19'46'45"W
65.93
L31
S8 574.8'W
3.99
L32
NOO'14'42 E
9.96
L33
N86'18"W
' 2
20.00
L34
N00'1442
40.00
L35
N89' 6'18"W
13.44
L36
N19 4645"E
46.77
L37
N89 6'18"W
20.00
L38
S `14'42"W
58.80
L39
N 00' "
20.00
L40
S8 264
188.67
L41
SOO.14.4 "W
58.99
L42
NOO'14'4 "E
45.00
L43
S8926'18 E
156.92
L44
S00 ' "
45.00
L45
N89 26'18"W
157.12
L46
S 27'10"E
10.01
L47
N89 8'35"W
177.77
80 LS 9895
NW COR.
0.07 N26VS'18"E COBBLEF7ELD CROSSING
14.09'
tt6.4t' / PLS 9366
U r------------ 5 7'/
- - - - - / PER ROS 7701
fS /J L•./ �
a) 22LO
J /
�•� /(% J �� �• / / MATLOCK LATERAL
7 O 'OS� / SEE NOTE 10
00
LO / l
i �21 ��
Af00
qt
cr -q 20
C21
N �
---�Li4
N
26.94'
50.00'
50.00' S0 00'
39.0t'
-C33
$
I
1
I
I
I g Not. 5 i
L2 I
1519 ;
1 1501
f 1483 ; 1465 ;
; 1447
t1 i
I
i t2 i
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i 13 i i 14 i
I I I I
i 15
t 1
1
i
I I
1
i I i I
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s
aD
�D � I
to
M
50.00'
50.00'
So.00' 50.00'
--�- ii
50.00'
- -.r---
NOTE
1. Irrigation water has boon provided from Settler's Irrigation District, In compliance with Idaho
Code 31-3805(b). Lots within the subdivision will be entitled to Irrigation water rights, and will be
obligated for assessments from Settler's Irrigation District.
2. Lots 3-8 Block 1 ore subject to common driveway easements as shown.
ILots 1, 9. end 17 Block 1 and Lot 1 Black 2 are common area landscape lots and are subject
to a blanket utlilty, tl e, and
d Settlers Irrigation District irrigation easement and are to be owned
end maintained by the Arch RockTerrace Subdivision Homeowner's Association.
4. Lot 1 Bloat 2 is a common area lot end shall be owned and maintained by the Arch Rock
Terrace Su Homeowner's Association.
0
I Lots 12-16 Block 1 and Lot 1 Black 2 are sesrvien t to and contain the ACHD store water
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 hesrsin by this reference as If set forth in full (the "master easement"). The master
easement and the storm water drainage system ore dedicated to ACHD pursuant to section 40-2302
idaho Cade. The master easement is for operation pe ration and maintenance of the storm water drainage
system.
R57 1 ���\\ 1px // j 4 LO
04
LO
19
C15AY / .�ft
LO ' -17 18 '7
1429
16 \��`, \�� V I'i I j SEE NOTE io
`------------------- --J/
105.93' i(3
PLS 9366
PER ROS 7701
0
0
--m-
-------
0 25 50 100
Scaler 1 •-50•
LEGEND
Calculated point
Found brass cap monument
Set 5/8 inch dia. x 30 inch iron pin
w/plastic cap PLS 9366
Found 5/8 Inch did. iron pins as noted
Set 1/2 inch dia. x 24 inch iron pin
w/plastic cap PLS 9366
Block Number
Common driveway easement
See Sheet 2
Boundary line
Lot Line
--------------- Easements described herein are separate from and
in addition to the Matlock Lateral easement
described In Note 10
6. Direct lot access to N. Linder Road Is prohibited.
7. Lot owners are responsible for maintenance of any irrigation/idrainage pipe or ditch crossing their
lot unless such responsibility Is assumed by an irrigation/drainage entity.
8. The bottom elevation of house footings shall be set a minimum of 12 inches above the highest
normal ground water elevation.
9. Lot 1 Block 1 is subject to an ACHD sidewalk eeasemeent, Inst. No. 106108239, as shown.
10. Lots 17-22, Block 1, ;Mall be subject to a Settlers Irrigation District irrigation easement for
purposes of access, operation, maintenance and replacement nt of the Matlock Laud, Said easeernent
shall remain free of permanent structures all obstructions, including, without limitation, fences,
pathways, landscaping, and other Improvements, unless specifically approved by Settlers irrigation
District in writing,
11. This plat is subject to an ACHD License Agreement , instrument If 11301656Z
1Z For additional boundary information see ROS Inst. No. 106195897 do 9378386.
Unless otherwise noted widths shall be:
10 foot Settlers Irrigation District
irrigation , drainage, and utility easement
along subdivision boundary
10 Foot drainage, and utility easement
along street frontage
10 foot Settlers Irrigation District
irrigation, drainage, and utility easement
along back lot lines
5 foot irrigation, drainage, and utility
easement along each side of interior lot
lines
Professional Engineers,
e .tJ►Q
Land Su"yors
.�
fi'�c Idl,
8263rd St. t>�tllMst�a, ID1
S
c3
inc. (M) 454-W56 F& (N) 1-9
FE1407002 05/21/13
SHEET 1 of 4
8K. - - _-, PG--- --