Recorded Plat V1M
APPROVED
OW2az2
S.10 S.11 W. FRANKLIN RD.
S.151'S.14 --- ----
I
o
N
POINT OF BEGINNING
SEE NOTE 13
Final Plat
TM Creek Subdivision No. 1
2016
Match Line
I I S89'26'50"E
I 176.97'
APPROXIMATE CENTERLINE FOR
TEN MILE DRAIN (NO RECORDED EASEMENT) \
I LZ
SEE NOTE 14
S89'26'50"E_ 353.35'
1 48.00' I 176.93' I
01 I t/j-------
I SEE NOTE 13
I
Lu
z '/ {
IQ 1 1 O
� I ��
I I
48' � I
I I
I I 30' SEE NOTE 1
00
`C° l S89'26'50"E
IY 176.95'
SEE NOTE 16
I
W�I I
zloa I I O b
SEE NOTE 13
I I
II
I
1 - � SEE NOTE 14
r -
I� I
I I S89'26'50"E
176,97'
Mate
0
0
P
0
Z
- - o
176.42'
SEE NOTE 14
Cq
Oj
n
rn � ail
BLOCK 2
S89'26'50"E I ,
176.42'
f �
l
I
25.5'
CD O oI CV
6
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N N �
I ,to
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
8.35'
49.50'
9'40'03"
505'23'12"W
8.34'
C2
92.42'
199.99'
26-28'40"
S80'05'03`W
91.60'
C3
19.74'
7272.00'
O'09'20"
NO2'55'55"E
19.74'
C4
59.51'
473,50'
712'02"
N86'22'23"W
59.47'
C5
64.22'
500.00'
7'21'34"
N86'17'38"W
64'8'
C6
68.94'
526.50'
7'30'08"
N86'13'21"W
68.89,
S89'26'50"E
Mate
Line Table
UNE
BEAR'.NG
LENGTH
Li
S23'09'39"E
37.55'
L2
S03-19'45"W
18.73'
0
M
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w
to � I---
Iw �1
I
SEE NOTE 13
z in 0
J G r 48
� �
N89'41'52"E 14.35' I/1�
" 30' SEE NOTE 1
� � I
0 50' 100' v' I/ I SEE NOTE 16
Scale: 1 " = 50' N S89'26'50"E
See Legend and Plat Notes o C1 f 1a1.21'
on Sheet 1 of 4 �f
C 11
o bo �,� i1 1I
NO3'39'37"E 45.01' ° /
(NO3'39'42"E) I I o
I
Match Line
S89'26'50"E
TLINIE 176.42'
SEE NOTE 14
I �
Aspen Dental o
1 Ig
1�
S89'26'50"E
176, 42'
25.��o
BLOCK 2
SEE NOTE 14
2
C1
l j z 20' SEE NOTE 1 I I SEE NOTE 15
f w
" , 1 I 18' SEE NOTE 19 N 21, ' �+ N49'2627 W �43.98 i-______- oLE
-----
(N49'26'22"W) f I 6 84' SEE NOTE 13 N SEE NOTE 2
L _ NO3'31'44"E 66.88' - �lll a5sa' /%J11 I2.o7'ZLT_cs "� ! SEE NOTE 13
(NO3'31'49"E) { 3
---� 37.8' h- 16 � 34.25' � SEE NOTE 15
N N CHORD
RIGHT-OF-WAY EXCHANGE N W. COBALT DR.
DEED INSTR. NO. 2016-039657 67 _
N89'S8'24"W 239.67'
N- __- ----�----------------- ----- --
N5331'44"E 54.14' N we .- N WC 1s.4a' N 1
(N53'31'49°E) J 119.24'- /- °�zZZ 106.09'- f Nv -7 C4 1----�--
N10'47'07"E 43.38'
I (N10'47'12"E)
N00'33'51"E 4.41'
(NOO'33'56"E) I
(N00'33'33"E)
� 1
N86'20'23"W 16.21'
(N86'20'17-W)
N1/16TH CORNER I
WCe"(s
SET 2 1/2" ALUMINUM CAP 696,
CP&F INSTR. NO. 2016-057674
NO3'39'37"E 20.72'
(NO3'39'42"E 21.07')
ROS# 8843 f
I�
���1-�, we _-
6.94'
s v \ C2 15 97' N86'4015"W J KENNLDY LATERAL
O SEE NOTE 13 r' - -
-- - ----- 73.07'
R�-------------
1( BLOCK i NN�pVtea_ SEE NOTE 17 SEE NOTE 14----__--
f SLE NOT /16���$6
' S4, ��
39.28' 1289.33' r9b
S03'39'37"W 14.52' S89'10'27"E 1328,61'
(SO3'39'42"W 14.0T)
ROS# 8843
WEST 1/4 CORNER OF SECTION 14
FOUND ALUMINUM CAP
1/41 CP&F INSTR. NO. 111022595
S.15 S.14
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\SR. WA/
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CORNER
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THE LAND
GROUP
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208.939.4041 Fax.208.939.4445
www. the tandgroupinc. com
PN 115056 SHEET 2 OF 4