Recorded Plat V1D0, fob
i�E IUR IA Final Plat Notes
APPROVED 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION BOUNDARY
M09122 TM CreekSubdivisionNo. 2 HAVE A 10-FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION
EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED
FOR THE OPERATOR, TEN MILE CROSSING, INC., PER THE MASTER DECLARATION OF COVENANTS,
Located in the Northwest 1/4 of the Northwest 1/4 of Section 14, CONDITIONS AND RESTRICTIONS, INSTRUMENT NO. 2016-065448, OR ASSIGNS.
NORTHWEST CORNER OF SECTION 14 Township 3 North, Range 1 West, Boise Meridian, 2. LOT 14, BLOCK 2 IS DESIGNATED AS A COMMON LOT AND SHALL BE OWNED AND MAINTAINED BY THE
OPERATOR, OR ASSIGNS. SAID LOT ALSO CONTAINS A PRIVATE STORM WATER COLLECTION EASEMENT
FOUND BRASS CAP City of Meridian, Ada County,Idaho FOR THE PRIVATE ROADWAYS ONLY. THE RESPONSIBILITY OF MAINTENANCE, REPAIRS AND FUNCTIONALITY
CP&F INSTR. NO. 110073397 YOF SAID DRAINAGE SYSTEM LOCATED WITHIN THE EASEMENT SHALL FALL UPON THE OPERATOR, OR
INTERURBAN RAILWAY 2017 ASSIGNS. SEE SHEET 2 OF 6.
INSTR. NO. 109081328 INTERURBAN RAILWAY 3. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 (1)(b) THE OWNER OF THIS SUBDIVISION HAS
SEE NOTE 14 AND INSTR. NO. 109081328 NORTH 1/4 CORNER OF SECTION 14 PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE SUBDIVISION WILL BE OBLIGATED FOR
5.10 S.11 SHEET 2 OF 6 W, Franklin Rd. FOUND ALUMINUM CAP ASSESSMENTS FROM NAMPA MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.
S89'09'27"E 2657.99' CP&F INSTR. NO. 114010444 S.11
4. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE OPERATOR.
S.15 S.14 l3 L7 --- ---m -- ® -_- -----
S$J"09'27•E (� L$ N1/4 5.14 5. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED
176.45 L4 • Lg 584'34'43"� S88.42'21"E N84'21'40"E N8T36'44"E SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
• _ 113.53' 180.08' F(
128.76' 94.5$ o - - - - - - ° 6. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH
# a> ° " - • - - - = THE DIMENSIONAL STANDARDS OF THE ZONING DISTRICT IN EFFECT AT THE TIME OF ISSUANCE OF
®. I SEE NOTE 14 AND J I ` C I ih
co BUILDING PERMITS.
N I SHEET 2 OF 6 L- N
2� 14 o ro BLOCK 2 N 7. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE
10 Cz HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
<o oL 17 18 �d 19 �� Uo
c o > .- 8. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH
SANITARY SEWER & WATER -,C STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR
cri p MAIN EASEMENT INSTR. NO. :� BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
I BLOCK 2 113044721 o 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
I 48 W. Peak Cloud Lane OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE
LL, _1� ACHD EASEMENT (Private) ° , : '" , ° O RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,
i�
N INSTR. N0. 2016-038880 11 \ N89'21 2$ W 238.10 AGRICULTURAL FACILITY OR EXPANSION THEREOF."
0 100' 200'
o � 9. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO 1I1E TERMS AND CONDITIONS OF
0 14 16 P THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS, FOR
(Private) - _ - - O
W. Peak Cloud Lane ° `S'1t Scale 1" 100' TM CREEK SUBDIVISION FILED AS INSTRUMENT N0. 2016-064819, AS AMENDED FROM TIME TO TIME,
BLOCK 2 `fir Q OFFICIAL RECORDS OF ADA COUNTY, IDAHO.
S89'26'50'EI _ _ N89"26'50 W 353.5� - c� • I /p es> `c4, J LeclenCl 10. THIS SUBDIVISION IS SUBJECT TO A TEMPORARY LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS
48.00'I r, i I A���< RECORDED IN INSTRUMENT NO. 2017-058116, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING
Q" ( SEE NOTE 15 AND Cl)I TFsc9�OF FOUND BRASS OR ALUMINUM CAP SHALL BE MAINTAINED BY THE OPERATOR.
SHEET 2 OF 6 4 c'Pio0,y 4, C2 MONUMENT AS SHOWN
TG��J�'Oq 15 ° 11. THIS SUBDIVISION IS SUBJECT TO AN EXISTING LICENSE AGREEMENT WITH THE NAMPA &MERIDIAN
C7 I O i O I co FFq p�cT� O ° ° O FOUND 5/8" REBAR, PLS 5082 OR AS IRRIGATION DISTRICT FOR IRRIGATION AS RECORDED IN INSTRUMENT NO. 2017-012735, AND ADDENDUM
d fl I I 1 r io ? s�T 419 a FOUND D 1 2" REBAR AS SHOWN 12. THIS SHOWN RSUBDIVISIUMENT ON IS 1 SUBJECT 7TOr AI DEVELOPMENT AGREEMENT, CIAL RECORDS OF UORECORDED AS INSTRUMENT NO.
' POINT OF BEGINNING co F �� "
Lu N i I NORTHWEST CORNER OF 10)i a s 12 L ��ra� S43'36 32 W /
114045759, AS MAY BE AMENDED FROM TIME TO TIME, OFFICIAL RECORDS OF ADA COUNTY, IDAHO.
LL 31 TM CREEK SUBDIVISION NO. 1 I f /��j 25.50 CALCULATED POINT (NOT SET)
O w_ - �p� ��� 13. INGRESS AND EGRESS, PUBLIC UTILITIES, AND EMERGENCY ACCESS EASEMENT, RECORDED AS
INSTRUMENT NO. 2017-081211, AND INSTRUMENT NO. 2017-106869 OFFICIAL RECORDS OF ADA COUNTY,
U) of INGRESS AND EGRESS EASEMENT, IMF I BLOCK 2 14 S43'43'15•E PSET LS 7880x24" REBAR WITH PLASTIC CAP, IDAHO. SEE SHEET 3 OF 6.
v i PUBLIC UTILITIES, AND EMERGENCY I „� T ,
m I INSTRUMENTACCESNOEA2015EN 04241 z �T PER CD�y/l� 120 5% ° SET 1/2"x24" REBAR WITH PLASTIC CAP, 14 INSTRUMENTXISTING ANO. 08050965, OFFICIAL RECTE OF IDAHO, IDAHO ORDS OF ADA COUNTY,ON DEPARfMENT IDAHO.
EASEMENT, RECORDED AS
i I PLS 7880
' I i Os I Qq� ° 15. EXISTING STATE OF IDAHO, IDAHO TRANSPORTATION DEPARTMENT CUT -FILL EASEMENT, RECORDED AS
J I I I 13 ® SET 1-1/4" COPPER DISC WITH MAGNET INSTRUMENT NO. 112003765, OFFICIAL RECORDS OF ADA COUNTY, IDAHO.
1 M i BLOCK 12 1 I y\ IN CONCRETE, PLS 7880 16. THIS SUBDIVISION IS SUBJECT TO A CITY OF MERIDIAN PATHWAY EASEMENT, RECORDED AS INSTRUMENT
Q N� N 0 _ J / - , �6� - - SECTION LINE ADA 2t017-096846, NSDEE S WAY4AGGRE6EMENT INSTRUMENT NO. 2017-108416, OFFICIAL RECORDS OF
SUBDIVISION BOUNDARY LINE
- - - _ - - , ��0� _I N$9'26'50"W 336.24' \ INTERIOR LOT LINE 17 S5 TENNMILEARO DUFSEE SHEET 4FER AS 5UORE6 FROM BACK OF EXISTING ATTACHED SIDEWALK LOCATED WITHIN
S i Q�5 1 I FOUND 1/2" REBAR PLS 7880, REPLACED WITH U N P L A T T F D ADJACENT PROPERTY 18. 25' LANDSCAPE BUFFER AS MEASURED FROM BACK OF EXISTING CURB AND GUTf R `M1N ATTACHED
O I O I I 5/8"x24" REBAR, WITH PLASTIC CAP PLS 7880 SIDEWALK LOCATED WITHIN W. FRANKLIN ROAD. SEE SHEET 4 OF 6.
EASEMENT LINE
- - - - - - - 19. 2� LANDSCAPE BUFFER AS MEASURED FROM BACK OF EXISTING CURB AND GUTTER WITH DETACHED
- EXISTING EASEMENT SIDEWALK LOCATED WITHIN W. FRANKLIN ROAD. SEE SHEET 4 OF 6.
LANDSCAPE BUFFER EASEMENT LINE 20. 10' WIDE IRRIGATION EASEMENT SHALL BE OWNED AND MAINTAINED BY THE OPERATOR OR ASSIGNS. SEE
O BLOCK 2 0 c I � SHEET 2 OF 6.
(
I.O ° i t l l LOT NUMBER
-J---
W. Cobalt Dr. 8, a
]
-- ---�'' /
Curve Table
21. UIRLGI LUI UK PARULL AGGLSS IU S. ILN MILL ROAD AND W. FRANKLIN ROAD IS PROHIHIIEU EXCEPT
FOR THOSE ACCESS POINTS APPROVED WITH PP-13-030 BY THE CITY OF MERIDIAN AND ADA COUNTY
%T/T/T/T/li EASEMENT HATCHING HIGHWAY DISTRICT.
22. REFER TO THE FEMA DESIGNATED A ZONE FLOODWAY, FIRM PANEL 16001CO231H - 2/19/2003
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
-
I O
Cl
95.74'
163.00'
33'39'13"
S26'52'52"E
94.37'
AFFECTING THIS SUBDIVISION.
C2
13.96'
298.00'
2'41'00"
545'02'58"E
13.95'
BLOCK 1
Sheet Index ►'®-�i
FOUND 2 1/2" ALUMINUM CAP r
CP&F INSTR. No 2016-115547 U N P L A T T E D SHEET 1 OF 6 FACE OF PLAT AND NOTES
N1/16TH CORNER -
N WEST 1/4 CORNER OF SECTION 14
FOUND ALUMINUM CAP
1/4 CP&F INSTR. NO. 111022595
5.15 S.14
Line Table
LINE
BEARING
LENGTH
L1
N07'37'31"E
80.50'
L2
N45'09'55"E
23.06'
L3
S00'50'33"W
10.00'
1_4
S89'09'27"E
70.00'
L5
N00'56331
10.00'
Line Table
LINE
BEARING
LENGTH
L6
S89'09'27"E
44.37'
L7
N88'23'22'E
9,64'
L8
S00'50'33"W
7.41'
L9
S89'09'27"E
61.72'
SHEET 2 OF 6
LOT DIMENSIONS AND EASEMENTS
p Nd
SHEET 3 OF 6
INGRESS/EGRESS EASEMENT
114
THE LAND ��� LT
SHEET 4 OF 6
CITY OF MERIDIAN PATHWAY EASFMENT & LANDSCAPE
a 880
INCOF.PORATM
BUFFER EASEMENT
s� 6q
qr. P
SHEET 5 OF 6
CERTIFICATE OF OWNER
qSE OF\o�
�'
482 East Shore Drive, Suite 100
R.WA
Eagle, Idaho 83616
Ph. 208.939.4041 Fax.208.939.4445
SHEET 6 OF 6
AGENCY APPROVALS
www.thelandgroupinc.com
PN 116129 SHEET 1 OF 6
APPROVED
)r ::
M09/22
W. Franklin Rd.
19.69' ---t SEE DETAIL "C"
S89'09'27'E 176.45'
(r�7�-
86'0722"W 150.04'0SEE DETAIL "B"
oNG SLOPE EASEMENT,
ISEE NOTE 14 29 59'
-/
WI3
N Iui BLOCK 2
Cr-
(DC)CD
•O
h
° S07'41'10'W 14.80' L13
1
N89'26'27"W 5.10'
N07'01'01 "1
70.41
EXISTING SLOPE EASEMENT,
12.86 SEE NOTE 14
L6 7 L8
L4 - - L9
\r 25.50'. 36.22'
f -i\ L20
co C
I of ai
o 3 0
In 117 J7 O^ aV
M
`\ P P& OR\OR S \ I o p I a
S C1 cn �
NPMO00 SPSE
eR�'SOR\ej\� 2 C11 _ � � ° I
\ u8
°1 SEE NOTE 13 & L17J y
SHEET 3 OF 6
0
1
194.00'
l�
A
r)
SANITARY SEWER SERVICE EASEMENT
�p l
N
FOR THE BENEFIT OF LOT 10, BLOCK 2
\
3
1,
,,
M N
0
oEXISTING
SLOPE EASEMENT,
V)
ZSEE
NOTE 15
VAA.-
71
0
----------------
L27
----------
L1
Final Plat
TM Creek Subdivision No. 2
2017
S&V34'43'E 113.53,
S19'08'32"W
20.30' 17
S88"42'21" E 128.76'
110.90'
BLOCK 2
17 M � 18
M 00
O
Z
PRIVATE STORM
DRAIN EASEMENT
SEE NOTE 2
SEE NOTE 13 &
SHEET 3 OF 6
e �
4.26'
I
'
N8736'44"E 180.088'
N8421-40d 94.58
-098'
34.20' 1°
.9°
-�� ,n C EXISTING SANITARY SEWER & WATER ih
z I MAIN EASEMENT INSTR. NO. 113044721
co
3 d ( N
0>
?a 19 13
M
O
CDO
N th
L of BLOCK 2 'o
N89'21'28"W 126.48'
\ C6 W. Peak Cloud Lane
(Private)
� 16
174.00'
_ _ �_ _ _ 159.35' _ _
N89'26'50" W 353.35'
I SEE NOTE 13 & �S
SHEET 3 OF 6 ��'
BLOCK 2
20.00'
SEE DETAIL "A"
ai------------
�w
W. Peak Cloud Lane - - - - - - - -
\
/ POINT OF BEGINNING
(Private) 4�
/ NORTHWEST CORNER OF
TM CREEK SUBDIVISION N0. 1
EXISTING INGRESS AND EGRESS EASEMENT,
I
PUBLIC UTILITIES, AND EMERGENCY ACCESS
PER INSTRUMENT NO. 2015-104241
I QP`p�
S�
I
EASEMENT
I
I �P��p4Q��
I I
SEE SHEET 3 OF 6
I
�`�
SMv1SR0�KNo.
I
I •9�,
�F�
I S�gD
N
j
�lF
BLOCK 2
j 12
S"D.
ZD-
h� 4.26' ed l
I F
^
Line Table
LINE
BEARING
LENGTH
L1
N07'37'31"E
80.50'
L2
N45'09'55"E
23.06'
L3
S00'50'33"W
10.00'
L4
S89'09'27"E
70.00'
15
N00'50'33"E
10.00'
16
589'09'27"E
44.37'
L7
N88'23'22"E
9.64'
L8
S00'50'33"W
7.41'
L9
S89'09'27"E
61.72'
L10
N41'29'19"W
48,00'
L11
S41'29'19"E
45.51'
L12
588'56'11"E
81.54'
L13
N07'01'01"E
13.49'
L14
S40'48'13"E
207.40'
Line Table
LINE
BEARING
LENGTH
L15
S68'03'10"W
10.57'
L16
N40'48'13"W
194.93'
L17
N67'57'29'W
7.07'
L18
S89'22'45"E
33.00'
L19
S00'37'15"W
88.00'
L20
N89'22'45"W
33.00'
L21
N00'37'15"E
88.00'
L22
S00'50'33"W
6,99'
L23
589'09'27"E
54.00'
L24
N00'50'33"E
7.40'
L25
S00'33'39"W
11.36'
L26
S89'48'39"W
20.00'
L27
N00'33'33"E
11.62'
L28
SOO'50'19"W
11.02'
• �10 EXISTING SLOPE - -- - W o
EASEMENT, SEE I o I SEE NOTE 20
NOTE 14
S89'26'50"E
( 258.00'
Detail "B" I I
Scale: 1" = 20' cz I BLOCK 2
J
0.1 I
EXISTING SLOPE I cd
EASEMENT, SEE I p a o I
NOTE 14 I c I 13
L6 L7 I �
I� I
L22 L23 L24
14
I
Detail "C" N89'26'50"W 336.24'
Scale: 1" = 30'
"E
U N P L A T T E D
�- SEE NOTE 13 &
SHEET 3 OF 6
- _ N89*21'28"W 238.10'
Q
\sIrLp
?�F
1�.
C2
° S43'36'32" W
25.50'
4 �1
S
0 50'
100'
Scale: 1" = 50'
See Legend and Notes
Sheet 1 of 6
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
95.74'
163.00'
33'39'13"
S26'52'52"E
94.37'
C2
13.96'
298.00'
2'41'00"
S45'02'58"E
13,95'
C3
10.59'
163.00'
3'43'21"
S41'50'48'E
10.59'
C4
85.15'
163.00'
29'55'51"
S25'01'11"E
84.19'
C5
44.99'
573.40'
4'29'44"
S01'41'11"E
44.98'
C6
20.22'
175.00'
6'37'16"
S87'19'54"W
20.21'
C7
89.70'
175.00'
29'22'00"
S69'20'16"W
88.72'
C8
20.08'
175.00'
6'34'27"
S51'22'02"W
20.07'
C9
109,56'
149.32'
42'02'29"
S20'28'04"E
107.12'
C10
139,51'
200.82'
39'48'16"
S21'35'11"E
136.72'
C11
1 17.24'
163.50'
6'02'23"
N88'02'37"E
17.23'
Detail "A"
�j ��--ZA
Scale: 1" = 20'
�� is
fit+ L Ar
THE LAND GROUP
7880
ICI 30 _Zso
INCORPORATED
r �
�yTE OF p��{
462 East Shore Drive, Suite 100
R. WA
Eagle, Idaho 83616
Ph. 208.939.4041 Faz.208.939.4445
www. thelandgroupinc. com
PN 116129 SHEET 2 OF 6
Final Plat
APPROVED W. Franklin Rd. TM Creek Subdivision No. 2
0�,o9;z2
EXISTING INTERURBAN RAILWAY
INSTR. NO. 109081328 2017
S89'09'27"E 176.45'
J, •- - - - -
L3 L5 L6
7 L8
L9
_
•
_ _
•
_L4 _
•
_
� 25.50' 25.50'�
o 00
_0 r / 10.72'
0
o
CD
00/4) rn�
C
I
N
M
o
14
/ jW
3I C 3 3
of.2 o/ o
M
cD
Z
�r>� M
N
p 1D
o/O" o 6
N N
= BLOCK 2
r
•
L12 C11
C15 0 C o
ll^^
vJ
o
S89'26'50"E
o
Z `"'
C13
1 '�
194, 00'
_
00
M O M rn
M CD
O p
z - _ - --S89'26'50"E 194.00' - z --S89'26'50"E 124,49' -
- - - - -
____•� - - 194.00'- ` N - 159.35'
S8C34'43"E 113.53'
101.16' ��
2.37'
BLOCK 2
S88'42'21 "E 128.76'
m
n
1� co
L22
14
.6
22.47 L10
L34
o y LoS
- - I •
N8926'50"W 353.35' I Al
_ - - _ . W. Peak Cloud Lane _ _ _ _ _ _ _
4 X (Private) 2� V
POINT OF BEGINNING EXISTING INGRESS AND EGRESS EASEMENT, I
NORTHWEST CORNER OF PUBLIC UTILITIES, AND EMERGENCY ACCESS I I
TM CREEK SUBDIVISION NO. 1 EASEMENT PER INSTRUMENT NO. 2015-104241
I I
I
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
95.74'
163.00'
33'39'13"
S26'52'52"E
94.37'
C2
13,96'
293.00'
2'41'00"
S45'02'58"E
13.95,
C3
10.59'
163.00'
3'43'21"
S41'50'48"E
10.59'
C4
85.15'
163.00'
29'55'51"
S25'01'11"E
84.19'
C5
44.99'
573.40'
4'29'44'
501'41'11"E
44,98'
C6
20.22'
175.00'
6'37'1C
S8719'54"W
20.21'
C7
89.70'
175.00'
29'22'00"
S69'20'16"W
88.72'
C8
20.08'
175.00'
6'34'27"
S51'22'02"W
20.07'
C9
109.56'
149.32'
42'02'29"
S20'28'04"E
107.12'
C10
139.51'
200.82'
39'48'16"
S21'35'11"E
136.72'
C11
17.24'
163,50'
6'02'23"
N88'02'37"E
17.23'
C12
47,17'
200,82'
13'27'34"
S08'24'50"E
47.07'
C13
25.01'
210.50'
6'48'29"
N87'39'35"E
25.00'
C14
92.34'
200.82'
26'20'42"
S28'18'58"E
91.53'
C15
26.29'
163.50'
9'12'45"
N80'25'03"E
26.26'
C16
85.95'
123.82'
3946'27"
S19'20'03"E
84.24'
C17
76.60'
200.50'
21'53'20"
N73'54'41"E
76.13'
C16
20.25'
200.50'
5'47'11"
N87'44'57"E
20.24'
C19
27.51'
149.50'
10'32'36"
S50'49'28"W
27.47'
C20
90.14'
149.50'
34'32'46"
S73'22'09'W
88.78'
C21
53.65'
188.50'
16'18'23"
N32'19'11"W
53.47'
C22
1 10.64'
188.50'
1 3'14'06"
N42'05'26"W
10.64'
I
�
I
O
iV
BLOCK
2 I
cli
�
I o
Iw
I
IM
z
O
Z
Y
�
C"
wZ
J
I
- --wp
---- C
-W
�-
Od
o
v Cn
C .�
i7
w
-
l'�
/ O � j
r^ �
8.56'
18
N45'36'06"E
36.78'�
S89'21'28"E
73.16'
T�
N84'21'40'E 94.'
" 25.65' 25.65'
N�
r7
c
w 3 O > 3
QL M
-��
M p /
0
z C/)
51'
SEE NOTE 13
j r" t N N89'21"28"W 126.48'
o � C6
W. Peak Cloud Lane
� � (Priv_Lte)�
�0 L29 c ��
�28
SEE DETAIL "D"
Ee
N87'36'44'E 180.083_
�-S89'09'27"E 193.80' 11.73' I
14.04'
EXISTING INTERURBAN RAILWAY
INSTR, NO. 109081328
BLOCK 2 Al
19 0� 3
C)
rn
L24 0
iJ -
�0 163.89'--�
/ / N89-21'28"W 238.10'
/
C3
9, 41'
O
Q
,19,�o BLOCK 2
o
goo L27
c2z691
a
,SF
C2
14
S43'36'32'W
25.50'
9/
�
L
$ I
-
Co
C
z 25,50'0
232.50'
m
(�j
S89'26'50"E 258.00'
I
�s�•
V)
j
BLOCK 2
I
I
C� I o
13
oa/
J
--------/
L37�
/SOY��
----------
O
72.50'
- °
-263,74'
N89'26'50"W 336.24'
I
U N P L A T T E D
�G
�C
0 50'
100'
Scale: 1 " = 50'
See Legend and Notes
Sheet 1 of 6
�2zz
S89'26'50"E 60.36'
W. Peak Cloud Lane `3
(Private) 1��° o
a>
C
w
O
J
M
LOT 7, BLOCK 2
o m
o
TM CREEK
>
z
SUBDIVISION NO. 1 I o L
i CO
,z V
Line Table
LINE
BEARING
LENGTH
L1
N07'37'31"E
80.50'
L2
N45'09'55"E
23.06'
L3
S00'50'33"W
10.00'
L4
S89'09'27"E
70,00'
L5
N00'50'33"E
10.00'
L6
S89'09'27"E
44,37'
L7
N88'23'22"E
9.64'
L8
S00'50'33"W
7.41'
L9
S89'09'27"E
61.72'
L10
N41'29'19"W
48.00'
1-11
S41'29'19"E
45.51'
L12
S88'56'11"E
81.54'
L22
S80'59'43"E
40.51'
L23
S44'29'06"E
33.98'
L24
I S89'21'28"E
26.46'
Detail "D"
Scale: 1" =20'
Line Table
LINE
BEARING
LENGTH
L25
S00'38'32"W
25.50'
L26
S46'17'32"W
25.50'
L27
N43'42'28"W
9.42'
L28
N54'51'40"W
41.21'
L29
N89'21'28"W
81,59'
L30
S45'33'10"W
52.84'
L31
S23'02'21"W
21.53'
L32
N23'03'10"E
23.36'
L33
N68'03'10"E
44.89'
L34
N45'33'10"E
10.31'
L36
N44'26'50"W
27.58'
L37
N89'26'50"W
27.50'
L38
NOO'33'10"E
25.50'
\\ OF
LANDS
O�
T
7880
THE LAND GROUP
T �
NQd. re OF P �
462 East Shore Drive, Swite 100
R. WA
Eagle, Idaho 63616
Ph. 208.939.4041 Fax.208.939.4445
www. thelandgrouptinc. com.
PN 116129 SHEET 3 OF 6
APPROVED
)r ::
M09/22
S89'09'27"E 176.45'
13.05'
S89'01'21"E
159.43'
o
w
SEE NOTE 18
O
N
m
a�
c,
0
Z
1
Z
BLOCK 2
C:
°
H
Cn
w SEE
NOTE 17
j
m
n
z
S89'26'50"E 194.00'
32.85' ° 161.15'
w
W. Franklin Rd.
o �L41
N
�
J
W
° L39 9
O
M M
M I
O
M M
� N
�
M7
w
z
O
Z
M o
o
u7
---
• 36.99'
z
° - - 157.01'
- -
2
N89'26'50•W 353.35'
U
i
POINT OF BEGINNING
W. Peak Cloud Lane
NORTHWEST CORNER OF
(Private)
TM CREEK SUBDIVISION NO. 1
I
1
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
95.74'
163,00'
33-39'13" 1
S26'52'52"E
94.37'
C2
13.96'
298.00'
2'41'00"
S45'02'58'E
13.95'
C3
10.59'
163.00'
3'43'21"
S41'50'48"E
10.59,
C4
85.15'
163.00'
29'55'51"
325'01'11"E
84.19'
C5
44.99'
573.40'
4'29'44"
SO1'41'11"E
44.98'
C6
20.22'
175.00'
6'37'16"
S87'19'54"W
20.21'
C7
89.70'
175,00'
29'22'00"
j S69'20'16"W
88.72'
C8
20,08'
175.00'
6'34'27"
S51'22'02"W
20.07'
C9
109.56'
149.32'
42'02'29"
S20'28'04"E
107.12'
C10
139.51'
200.82'
39'48'16"
$21'35'11"E
136.72'
C11
17,24'
163.50'
6'02'23"
N88'02'37'E
17.23'
Line Table
LINE
BEARING
LENGTH
1_1
N07'37'31"E
80.50'
1_2
N45'09'55"E
23.06'
L3
S00'50'33"W
10.00'
L4
S89'09'27"E
70.00'
L5
N00'50'33"E
10.00'
L6
S89'09'27"E
44.37'
L7
N88'23'22"E
9.64'
1_8
S00'50'33"W
7.41'
L9
S89'09'27"E
61.72'
Line Table
LENGTH
48.00'
FN41'29'19"W
45.51'
81.54'
L39
N37'43'28'W
10.08'
L40
N00'33'42"E
41.55'
L41
N07'41'59"E
16.89'
L42
S73'21'27"E
10.05'
L43
S00'33'10"W
19.40'
L44
589'26'50"E
44.03'
- - -/-- SEE DETAIL "D"
36.21'
L4 0 L9 S84'3 ' •
S89'Ot'21 "E)_
77.66'
I14
p
- -a) 061
L12
Final Plat
TM Creek Subdivision No. 2
2017
4 43 E 113.53' S88'42'21 "E 128.76'
0 o i44 ° S84'49'16"E 152"E
0'0
M 7.99' N89'41'52"E
C o ( 144.92'
J 110.90'
SEE NOTE 19 34.20
O 5.63'
SEE NOTE 19
o BLOCK 2 oo
c 00
c
1 17 � 18
n
h
M
Z
00
CD
SEE NOTE 16
1. N89'21'28"W 126.48'
x� Y� c6 W. Peak Cloud Lane
(Private)
545'33'10"W 43.85' rxh Y
15.40'
159.35' - - • cs \
°
4v �
BLOCK 2
O I�
I" N
C5
�I
Z
Y
�
M
w z
J
U v)
M�
o°
O
of
Z�
0
m
�
I
V)
I
� I
0
I
I
16
14 2's
BLOCK 2
SEE NOTE 16
/ee0
9i
•�A Ate• �
F
94.5 0 N8736'44*E 180.088' o
N84'21'40"E
N89'36'15"E 192.67' 7.44'
° 12.88'
8.08' 47.50'
SEE NOTE 19 I
Ta BLOCK 2 N
a N
ccc CD 19 Cd
J V' ih
_ ;M
N O
QN
Ov I
� I
v+
N89'21'28" W 238.10' - -
19'26'50"E
258.00'
14
BLOCK 2
'6
N89'26'50'W 336.24'
Q
V
A,
3
P
Q�
'sue
C2
o S43'36'32'W
25.50'
i
sus
°sue
-SEE NOTE 16 0
\
17.04'
�6
U N P L A T T E D
J�
�C
0 50,
100'
Scale: 1" = 50'
See Legend and Notes
Sheet 1 of 6
L6_ L7 L8
rl&64" 25.73' 5.50'
°10'°IQ' o
° �4I N88'40'55"W 52.26' J
LANDSCAPE BUFFER o
SEE NOTE 18
14'
c o
o
SEE NOTE 16 >
/ o o_
cri
Detail "D"
Scale: 1" = 30'
\\
�&I I%
LEI
THE LAND
GROUP
INCORPORATM
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208, 939.4041 Fax.208.939.4445
www.thelandgroupinc.com
PN 116129 SHEET 4 OF 6
APPROVED
)r ::
M09 /22
Final Plat
TM Creek Subdivision No. 2
2017
Certificate of Owners
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED
AS FOLLOWS:
A PARCEL OF LAND LOCATED IN THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SECTION 14, OF SAID TOWNSHIP 3 NORTH, RANGE 1 WEST;
THENCE SOUTH 00'33'33" WEST, A DISTANCE OF 392.01 FEET ON THE WESTERLY LINE OF SAID SECTION 14;
THENCE SOUTH 89'26'50" EAST, A DISTANCE OF 48.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH TEN MILE ROAD, SAID POINT
BEING THE NORTHWEST CORNER OF TM CREEK SUBDIVISION NO. 1, RECORDED IN BOOK 110 OF PLATS AT PAGE 15663 OF ADA COUNTY RECORDS, SAID
POINT ALSO BEING THE POINT OF BEGINNING;
THENCE. ON THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH TEN MILE ROAD FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE NORTH 00'33'33" EAST, A DISTANCE OF 123.31 FEET; THENCE NORTH 07'37'31" EAST, A DISTANCE OF 80.50 FEET;
THENCE NORTH 00'33'20" EAST, A DISTANCE OF 100.00 FEET,
THENCE NORTH 45'09'55" EAST, A DISTANCE OF 23.06 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF `NEST FRANKLIN ROAD;
THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE AND ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST FRANKLIN ROAD FOR THE FOLLOWING
COURSES AND DISTANCES:
THENCE SOUTH 89'09'27" EAST, A DISTANCE OF 176.45 FEET; THENCE SOUTH 00'50'33" WEST, A DISTANCE OF 10.00 FEET;
THENCE SOUTH 89'09'27" EAST, A DISTANCE OF 70.00 FEET; THENCE NORTH 00'50'33" EAST, A DISTANCE OF 10.00 FEET;
THENCE SOUTH 89'09'27" EAST, A DISTANCE OF 44.37 FEET; THENCE NORTH 88'23'22" EAST, A DISTANCE OF 9.64 FEET;
THENCE SOUTH 00'50'33" WEST, A DISTANCE OF 7.41 FEET; THENCE SOUTH 89'09'27" EAST, A DISTANCE OF 61.72 FEET;
THENCE SOUTH 84'34'43" EAST, A DISTANCE OF 113.53 FEET; THENCE SOUTH 88'42'21" EAST, A DISTANCE OF 128.76 FEET;
THENCE NORTH 84'21'40" EAST, A DISTANCE OF 94.58 FEET; THENCE NORTH 87'36'44" EAST, A DISTANCE OF 180.08 FEET;
THENCE LEAVING SAID SOUTHERLY LINE OF FRANKLIN ROAD, SOUTH 00'33'41" WEST, A DISTANCE OF 206.23 FEET;
THENCE NORTH 89'21'28" WEST, A DISTANCE OF 238.10 FEET TO A POINT OF CURVE;
THENCE 95.74 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 163.00 FEET, A CENTRAL ANGLE OF 33'39'13", A CHORD
BEARING OF SOUTH 26'52'52" EAST, AND A CHORD LENGTH OF 94.37 FEET;
THENCE SOUTH 43'42'28" EAST, A DISTANCE OF 157.56 FEET TO A POINT OF CURVE;
THENCE 13.96 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 298.00 FEET, A CENTRAL ANGLE OF 02'41'00", A CHORD
BEARING OF SOUTH 45'02'58" EAST, AND A CHORD LENGTH OF 13.95 FEET;
THENCE SOUTH 43'36'32" WEST, A DISTANCE OF 25.50 FEET; THENCE SOUTH 46'33'36" WEST, A DISTANCE OF 134.78 FEET;
THENCE SOUTH 43'43'15" EAST, A DISTANCE OF 120.57 FEET; THENCE SOUTH 46'16'45" WEST, A DISTANCE OF 152.91 FEET;
THENCE NORTH 89'26'50" WEST, A DISTANCE OF 336.24 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF SAID TM CREEK SUBDIVISION NO. 1;
THENCE NORTH 00'33'10" EAST, A DISTANCE OF 398.61 FEET ON THE EASTERLY BOUNDARY LINE OF SAID TM CREEK SUBDIVISION NO. 1 TO THE
NORTHEAST CORNER OF SAID TM CREEK SUBDIVISION NO. 1;
THENCE NORTH 89'26'50" WEST, A DISTANCE OF 353.35 FEET ON THE NORTHERLY BOUNDARY LINE OF SAID TM CREEK SUBDIVISION NO. 1 TO THE POINT
OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 9.63 ACRES MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT. THE PRIVATE ROADS AND EASEMENTS AS
SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC
UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID
EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS
AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
BRIGHTON LAND HOLDINGS LLC
AN IDAHO LIMITED LIABILITY COMPANY
BY: BRIGHTON CORPORATION, AN IDAHO CORPORATION, MANAGER
BLAKE R. ALDER, PRESIDENT
SCS TM CREEK LLC
AN IDAHO LIMITED LIABILITY COMPANY
BY: SCS MANAGEMENT LLC, AN IDAHO LIMITED LIABILITY COMPANY, MANAGER
i
BY:
S C. SMITH, MANAGER
Certificate of Surveyor
I, JAMES R. WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT
AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND
ACCURATELY REPRESENTS THE POINTS PLAITED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND
SURVEYS.
JAMES R. WASHBURN
Acknowledgment
STATE OF IDAHO )
) S.S.
COUNTY OF ADA )
7880
sT xx
�R. WA/
IDAHO NO., 7880
ON THISy i DAY OF 14 wLiM IN THE YEAR OF BEFORE ME A NOTARY PUBLIC OF SAID STATE, PERSONALLY
APPEARED BLAKE R. ALDER, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF BRIGHTON CORPORATION, AN IDAHO CORPORATION, THE MANAGER OF
BRIGHTON LAND HOLDINGS LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE COMPANY THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED
THE INSTRUMENT ON BEHALF OF SAID COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
o•`'pA I4e�Gaa J
Y •
NOTARY PUBLIC FOR IDAHO
, •• pUe Llt O MY COMMISSION EXPIRES
AcknowledgC✓�
ment raagT •••...... �.
-- -,,,,,,OF
,, 1D
STATE OF IDAHO)
) S.S.
COUNTY OF ADA )
ON THIS DAY OF iyOV��bt�' IN THE YEAR OF 2-Dl"I BEFORE ME A NOTARY PUBLIC OF SAID STATE, PERSONALLY
APPEARED STEVEN C. SMITH, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF SCS TM CREEK LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE
COMPANY THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID COMPANY, AND ACKNOWLEDGED TO
ME THAT SUCH COMPANY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
•� s
SRO : j
=
NO Y PUBLIC FO ID HO
;• 1� ;
n U 1,
MY COMMISSION EXPIRES
B J
••a TE Ft
►�
l��®�
THE LAND GROLT
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208.939.4041 Fax.208.939.4445
www. thelandgroupinc. com,
PN 116129 SHEET 5 OF 6
Final Plat
APPROVED TM Creek Subdivision No. 2
)r ::
99/09/22
2017
Approval of Central District Health Department Certificate of County Surveyor
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE I, THE UNDERSIGNED, COUNTY SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT
READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
ai f;DA ��`, 7r p'7�.�.--- MKS �C►•li+l�
=CC)L'NTYy ENTRAL DISTRICT HEALTPF DEPARTMENT DATE
.b e
Approval of Ada County Highway District
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS
ON THE (i � DAY OF 4SUAG Tl __
p Cot/
o �
5z� C
P\V RESID NT OF THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
�qY0%
Approval of City Engineer
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
ilm 1l S 117
_CT NGINEER
Approval of City Council
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR
MEETING OF THE CITY COUNCIL HELD ON THE yDAY OF /4PriL THIS PLAT WAS
DULY ACCEPTED AND APPROVED.
QD�T•{LD AUGUSr2 2
O� Y /
E
Cty� f
�g INAN
CITY CL K, MERI N, IDAHO
SEAL
�Fy v�
N /, l� < t., tom°
Certificate of the Cou
COUNTY O•
PLS S3S9
DATE
Treasurer
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308
DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS
SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
TREASURER D
County Recorder's Certificate
STATE OF IDAHO )
) S.S.
COUNTY OF ADA )
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. 7
AT _�aMINUTES PAST O'CLO�CK �.M., ON THIS >�J DAY OF �� �) ����Y� �Q0 1 t>. IN
BOOK \ \ `— OF PLATS AT PAGES 4It D� THROUGH INSTRUMENT NO. C- O t -7- � [ ``J� a
DEPUTY
FEE:
EX-OFFICIO RECORDER
THE LAND GROUP
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208.939.4041 Faz.208.939.4445
www.thelandgroupinc.com
PN 116129 SHEET 6 OF (o