ASHLEY_BUSINESS_PARK_L3_and_5_AMD_and_AMD_L4_AMD_5-12-35_ABALINE
Ll
L2
L3
_.__.. ._... L4
L6
i L7
L8
L9
GRAPHIC SCALE
( IN FEET )
I inch = 100 ft,
r'
AMENDED SUBDIVISION PLAT OF LOTS 3 AND 5 OF ASHLEY BUSINESS PARK
and
AMENDED PLAT OF THE AMENDED PLAT OF LOT 4 ASHLEY BUSINESS PARK SUBDIVISION
N0000_3_'57"E
58-2-.48- -
1 "^•-._, Found IIT Rebar
By 7975-S 10' LANDSCAPE
Ij EASEMENT (L.$.E.) )
TYPICAL
,.,.__._..... L.S.E. (iYP.) _........._.-_ .L�
r I�
I
m00 1
Ul
ml
U
_ .. b,.!
o
.i
P t
00
+ - 20' L.S.E. (TYP.)
+ STA. 98+25 LE FT o
i I a 40' APPROACH '
u WITH 25' RADII p
N _._. _ H NEW PROPERTY LINES L4
-(NEW HWY 93 R/W) --
TYPICAL
i
L2
__._. _ - :...-,
_.
S05°39'03"E } S00 Q3'41"W 623.39'
148.37I--
-- _, --- ---- _
800`03'41"W I S05°39'03"E 16.50'
5'97 HIGHWAY C,L_= N00^'03'441_E PER MDOT RIGHT OF WADY PV
EAST SECTION LINE F SECTION 29, T 28 N, R 21 W = N00°02'05"W = BASIS OF BI
W CID
c° STA. 98+25 LEFT �
++ STA. 99+56 LEFT 50'
n 40' APPROACH 4 LAY -DOWN CURB
WITH 25' RADII APPROACH
CERTIFICATE OF DEDICATION
I, the undesigned property owner, do hereby certify that I have caused to be. surveyed and platted into lots all the following
described property as described in the Certificate of Dedication, and shown by the annexed plat or map and situated in
Flathead County, Montana:
A tract of land located in the Last. half of the Southeast Quarter of Section 29, Township 28 North, Range 21. West, P.M.,M.,
Flathead County, Montana, and more particularly described as follows:
• ,, to
o d s i e per Certificate of
i a ound rarlr a k Yt
` 1 Vc which s f
' Section 9 1
�,BN R2
at the southeast corner of said c r 2
Commencing P P
Comm >
g
Survey No. 8008; thence
NOO 02,'05"W along the east section line of said Section 29 a distance of 1003.57 feet to a point; thence
N89 53'25'W a distance of 96.87 feet to a set iron pin and the True Point, of Beginning of the parcel herein described, said
point also being on the west Right -of -Way (ROW) line of U.S. Highway 93, said point also being the southeast corner of Lot 3
of Ashley Business Park Subdivision; thence
N89°53'25"W a distance of 502.26 feet to a found iron pin; thence
NOO°03'57"E a distance of 2447.07 feet to a point on the centerline of a declared 60 foot county road known as Cemetery
Road; thence
S89°33'55"E a distance of 18.75 feet along said centerline to a point; thence
S00°03'57"W a distance of 30.00 feet to a set iron pin on the south ROW of said Cemetery Road; thence
S6$°53'2I"E a. distance of 70.60 feet along said south ROW to a set iron pin; thence
N89°26'46"E a distance of 40.98 feet along said south ROW line to a set iron pin and the point of curvature of a circular curve
concave northerly with a radius of 482.28 feet and said point having a raidial bearing of NO0°33'I4"W; thence
Easterly along said south ROW and circular curve a distance of 104.15 feet and through a central angle of 12°22'23" to a set
iron pin, said point having a radial bearing of N12°55'37"W; thence, leaving said ROW
SOO°21'57"W a distance of 252.67 feet to a found iron pin; thence,
S89037'21"E a distance of 240.23 feet to a set iron pin on the west ROW of Highway 93, said point being on a circular curve
concave westerly with a radius of 2805.12 feet, said point. having a radial bearing of 879"11'59"W; thence
Southerly along said circular curve and west ROW a distance of 379.60 feet and through a central angle of 7'45'12" to a set
iron pin on said ROW, said point having a radial bearing of S86°57'1 I W; thence, leaving said ROW
N8WS 1'39"W a distance of 300.98 feet to a found iron pin; thence
SOO 1$ 08"E a distance of 263.99 feet to a found iron pin; thence
S89 52, 48"E a distance of 297.37 feet to a set iron pin on the said west ROW of US Highway 93; thence the following courses
and distances along said Ilighway 93 ROW:
SOW034I' W 57.79 feet to a set iron pin;
S05038'51"E 65.95 feet to a set iron pin;
S00003'41"W 229.67 feet to a set iron pin;
S 13°33'2.3"W 168.71 feet to a set iron pin;
SOO"03'41"W 131.24 feet: to a set iron pin;
S0503$ 51 'E 65.95 feet, to a set iron spin;
S00°03 41"W 623.39 feet to a set iron pin;
S05039'03"E 164.87 feet to a set iron pin;
SOW0341 "W 5.97 feet to the POINT OF BEGINNING and
containing 24.013 acres, more or less. Subject to and together with all individual and shared private designated accesses and
access easements as shown hereon. Subject to and together with a 60 -foot county road known as Cemetery Road as shown
hereon. Subject to and together with all appurtenant easements of record.
The above described tract of land to be. known as the: AMENDED SUBDIVISION PLAT OF LOTS 3 AND 5 OF ASHLEY
BUSINESS PARK and the AMENDED PLAT OF THE AMENDED PLAT OF I,OT 4 OF' ASHLEY BUSINESS PARK SUBDIVISION.
E112 SECTION 29, T 28 N, R 21 W, P.M.M.
F=LATHEAD COUNTY, MONTANA
(COS 8008)
Found 1/2" Rebar
By 7975-S N00003'57"E 2444.07'
SECTION CORNER BEARS
_ _ -.
5 00 03'41" W 229 61
1
S89039'47"E 5.30 METERS
-134,
S05°38'51"E
FROM HWY. STA. 93+14.94
P2 O
to
PER MDOT R -O -W PLAN SET,
_ --
_.m.®
SHEET 25 OF 43. S89053'25"E - -�
N00°03'57"E
21.69' y
a
tINGS PER MDOT RIGHT OF WAY PLANS PROJECT NO. STPP-F 5-3(39)104
W 1/4 CORNER, SEC. 28
N89053'25"W
96.87' \
32 29
BEARS N8W56'19"E
Found 518"
_
N00°02'05"W -^
1003.57' -'-
i(0
33 ryp
GU
4
f=ound 1/2" Reb-
aJ
0
By 797`}
50' LAY -DOWN CURB
SET, SHEET 27 OF 43.
FOUND RAILROAD SPIKE PER
>I
CERTIFICATE OF SURVEY NO.
8008, RECORDS OF FLATHEAD
N
COUNTY, MONTANA.
AMENDED SUBDIVISION PLAT OF LOTS 3 AND 5 OF ASHLEY BUSINESS PARK
and
AMENDED PLAT OF THE AMENDED PLAT OF LOT 4 ASHLEY BUSINESS PARK SUBDIVISION
N0000_3_'57"E
58-2-.48- -
1 "^•-._, Found IIT Rebar
By 7975-S 10' LANDSCAPE
Ij EASEMENT (L.$.E.) )
TYPICAL
,.,.__._..... L.S.E. (iYP.) _........._.-_ .L�
r I�
I
m00 1
Ul
ml
U
_ .. b,.!
o
.i
P t
00
+ - 20' L.S.E. (TYP.)
+ STA. 98+25 LE FT o
i I a 40' APPROACH '
u WITH 25' RADII p
N _._. _ H NEW PROPERTY LINES L4
-(NEW HWY 93 R/W) --
TYPICAL
i
L2
__._. _ - :...-,
_.
S05°39'03"E } S00 Q3'41"W 623.39'
148.37I--
-- _, --- ---- _
800`03'41"W I S05°39'03"E 16.50'
5'97 HIGHWAY C,L_= N00^'03'441_E PER MDOT RIGHT OF WADY PV
EAST SECTION LINE F SECTION 29, T 28 N, R 21 W = N00°02'05"W = BASIS OF BI
W CID
c° STA. 98+25 LEFT �
++ STA. 99+56 LEFT 50'
n 40' APPROACH 4 LAY -DOWN CURB
WITH 25' RADII APPROACH
CERTIFICATE OF DEDICATION
I, the undesigned property owner, do hereby certify that I have caused to be. surveyed and platted into lots all the following
described property as described in the Certificate of Dedication, and shown by the annexed plat or map and situated in
Flathead County, Montana:
A tract of land located in the Last. half of the Southeast Quarter of Section 29, Township 28 North, Range 21. West, P.M.,M.,
Flathead County, Montana, and more particularly described as follows:
• ,, to
o d s i e per Certificate of
i a ound rarlr a k Yt
` 1 Vc which s f
' Section 9 1
�,BN R2
at the southeast corner of said c r 2
Commencing P P
Comm >
g
Survey No. 8008; thence
NOO 02,'05"W along the east section line of said Section 29 a distance of 1003.57 feet to a point; thence
N89 53'25'W a distance of 96.87 feet to a set iron pin and the True Point, of Beginning of the parcel herein described, said
point also being on the west Right -of -Way (ROW) line of U.S. Highway 93, said point also being the southeast corner of Lot 3
of Ashley Business Park Subdivision; thence
N89°53'25"W a distance of 502.26 feet to a found iron pin; thence
NOO°03'57"E a distance of 2447.07 feet to a point on the centerline of a declared 60 foot county road known as Cemetery
Road; thence
S89°33'55"E a distance of 18.75 feet along said centerline to a point; thence
S00°03'57"W a distance of 30.00 feet to a set iron pin on the south ROW of said Cemetery Road; thence
S6$°53'2I"E a. distance of 70.60 feet along said south ROW to a set iron pin; thence
N89°26'46"E a distance of 40.98 feet along said south ROW line to a set iron pin and the point of curvature of a circular curve
concave northerly with a radius of 482.28 feet and said point having a raidial bearing of NO0°33'I4"W; thence
Easterly along said south ROW and circular curve a distance of 104.15 feet and through a central angle of 12°22'23" to a set
iron pin, said point having a radial bearing of N12°55'37"W; thence, leaving said ROW
SOO°21'57"W a distance of 252.67 feet to a found iron pin; thence,
S89037'21"E a distance of 240.23 feet to a set iron pin on the west ROW of Highway 93, said point being on a circular curve
concave westerly with a radius of 2805.12 feet, said point. having a radial bearing of 879"11'59"W; thence
Southerly along said circular curve and west ROW a distance of 379.60 feet and through a central angle of 7'45'12" to a set
iron pin on said ROW, said point having a radial bearing of S86°57'1 I W; thence, leaving said ROW
N8WS 1'39"W a distance of 300.98 feet to a found iron pin; thence
SOO 1$ 08"E a distance of 263.99 feet to a found iron pin; thence
S89 52, 48"E a distance of 297.37 feet to a set iron pin on the said west ROW of US Highway 93; thence the following courses
and distances along said Ilighway 93 ROW:
SOW034I' W 57.79 feet to a set iron pin;
S05038'51"E 65.95 feet to a set iron pin;
S00003'41"W 229.67 feet to a set iron pin;
S 13°33'2.3"W 168.71 feet to a set iron pin;
SOO"03'41"W 131.24 feet: to a set iron pin;
S0503$ 51 'E 65.95 feet, to a set iron spin;
S00°03 41"W 623.39 feet to a set iron pin;
S05039'03"E 164.87 feet to a set iron pin;
SOW0341 "W 5.97 feet to the POINT OF BEGINNING and
containing 24.013 acres, more or less. Subject to and together with all individual and shared private designated accesses and
access easements as shown hereon. Subject to and together with a 60 -foot county road known as Cemetery Road as shown
hereon. Subject to and together with all appurtenant easements of record.
The above described tract of land to be. known as the: AMENDED SUBDIVISION PLAT OF LOTS 3 AND 5 OF ASHLEY
BUSINESS PARK and the AMENDED PLAT OF THE AMENDED PLAT OF I,OT 4 OF' ASHLEY BUSINESS PARK SUBDIVISION.
E112 SECTION 29, T 28 N, R 21 W, P.M.M.
F=LATHEAD COUNTY, MONTANA
(COS 8008)
Found 1/2" Rebar
By 7975-S N00003'57"E 2444.07'
Found 1/2" Rebar
By 7975-S
CEMETERY ROAD
60' DECLARED COUNTY ROAD
Found 1/2" Rebar
By 7975-S ..-
+f
f - N 00°03'57' F 906,57' L6K
-20' LSE -- W
50' BUILDING
f
R/W 10+10 EX.R � L8
rn
SETBACK '
O R/W 10+30 - 17
_ RADIAL NOQ°3314 ,W
i Found 5t8" Rebar --_ L = 104.15'BSTA+O 0+64 RIGHT
By 2061-8 uyROACH
(C R = 48228' -�
a"'" - Delta x 1202223" - �WITHP25' RADII
N __ ___763 h -_ _S00°21 57"W 25z:fi7...i
S00°18'08"E .99' ice. `z. _
ml
N 00°03'57" E
_ _ -.
5 00 03'41" W 229 61
1
92_5.02'
-134,
S05°38'51"E
_
- - T - -� idQt 8357"E ._.
_
,.. - v --
_
__ .._._,fi6"2-. -- _._ ...
.
_ --
_.m.®
i
N00°03'57"E
a
tINGS PER MDOT RIGHT OF WAY PLANS PROJECT NO. STPP-F 5-3(39)104
W 1/4 CORNER, SEC. 28
o
I)J
BEARS N8W56'19"E
Found 518"
O
a
C]<3
60' ROAD AND UTILITY EASEMENT
i(0
101+20.57 PER MDOT o
N
-
- - - TO ACCESS LANDS TO THE WEST
HIGHWAY R -O -W PLANS
t
50' LAY -DOWN CURB
SET, SHEET 27 OF 43.
FOR FUTURE DEVELOPFMENT.
>I
��
I
N
(!) I
-
�I(0
F
_
m
STA. 101+20 LEFT
50' LAY -DOWN CURB
DRAINFIELD
APPROACH
---
EASEMENT
'
FOR LOT 4 o
o
�
o u
u
i
ca
N
Found 1/2" Rebar n w
w
+
N
w N
By 7975-S o
N
p
ao
0
�i
`.x00°.03'41
800°03'41"VV -
151.12 --
73°323^W
S
3
B
3
° „
rr 131.24`
--
Found 1/2" Rebar
By 7975-S
CEMETERY ROAD
60' DECLARED COUNTY ROAD
Found 1/2" Rebar
By 7975-S ..-
+f
f - N 00°03'57' F 906,57' L6K
-20' LSE -- W
50' BUILDING
f
R/W 10+10 EX.R � L8
rn
SETBACK '
O R/W 10+30 - 17
_ RADIAL NOQ°3314 ,W
i Found 5t8" Rebar --_ L = 104.15'BSTA+O 0+64 RIGHT
By 2061-8 uyROACH
(C R = 48228' -�
a"'" - Delta x 1202223" - �WITHP25' RADII
N __ ___763 h -_ _S00°21 57"W 25z:fi7...i
S00°18'08"E .99' ice. `z. _
ml
t
_ _ -.
5 00 03'41" W 229 61
-" ... -
V OLD PROPERTY
-134,
S05°38'51"E
M
IU
S13033'23"W S05°38'51"E
i PROJECT NO, STPP-F 5-3(39)104
65.95'
33.75' 65.95'
a
tINGS PER MDOT RIGHT OF WAY PLANS PROJECT NO. STPP-F 5-3(39)104
W 1/4 CORNER, SEC. 28
o
I)J
BEARS N8W56'19"E
Found 518"
O
a
C]<3
10
i(0
101+20.57 PER MDOT o
N
7
HIGHWAY R -O -W PLANS
PW
50' LAY -DOWN CURB
SET, SHEET 27 OF 43.
>I
��
r"�
N
(!) I
S00 0341 W 211.12
....--..
Sy3° 68 1� t
_ _ -.
5 00 03'41" W 229 61
-" ... -
V OLD PROPERTY
-134,
S05°38'51"E
LINES (TYPICAL)
IU
S13033'23"W S05°38'51"E
i PROJECT NO, STPP-F 5-3(39)104
65.95'
33.75' 65.95'
tINGS PER MDOT RIGHT OF WAY PLANS PROJECT NO. STPP-F 5-3(39)104
W 1/4 CORNER, SEC. 28
o
I)J
BEARS N8W56'19"E
Found 518"
O
a
C]<3
0
FROM HWY. STA. +
Rabat By 2061 S
101+20.57 PER MDOT o
STA. 101+20 LEFT
HIGHWAY R -O -W PLANS
50' LAY -DOWN CURB
SET, SHEET 27 OF 43.
APPROACH I
OW'NER'S CERTIFICATE
", the undersigned, hereby certify that the purposerpose of this survey is to relocatee
exterior boundary lines and individual and shared designated accesses due to
Right -of -Way acquisitions by the State of Montana along public highways and
roadways, and that no additional parcels are hereby created; therefor this division
of land is exempt from review as a subdivision pursuant to Section 76.3-20'7 (1) (a)
M.C.A.; furthermore I hereby certify that Lots 3, 4 and 5 of Ashley Business Park
subdivision are exempt from sanitation in subdivision review pursuant to ARM
17.36.605 (2)(b), which states 'a parcel that has no existing facilities for water
supply, watewater disposal, or solid wase disposal other than those that were
previously approved by the reviewing authority under Title 76, chapter 4, part 1,
M.C.A. or that were exempt from such review if: (i) no new facilities will be
constructed on the parcel; and (if) the division of land will not cause approved
facilities to violate any conditions of approval, and will not cause exempt facilities
to violate any conditions of exemption'."
Josephine R. Siderius for the Josephine R. Siderius Living Trust
State of Arizona
SS
County of
On this day of _ a _ _ , 2002, before me , a Notary Public in and
for the State of Arizona, personally appeared Josephine Siderius, known to me to
be the person whose name is subscribed to the foregoing instrument and who duly
acknowledged to me that she executed the same.
.
Notary Public, a
for the State off [\rrzona '
Residing at
t
My commission expires
STA. 102-x38 LEFT
50' LAY -DOWN CURB
SHARED APPROACH
0)
G °
(n
� yl
N aI
cn
On
u
Found 5/8" Rebar
By 2561-S
)003'41"W 12.01'
79' _�_•.�
:In
npi
a
N
- ► 6�
Found 10" Rebar
By 7975-S
W
It
Found 15/8" Rebar
By 2061-S
SIA. 104i•35 LEFT
50' LAY DOWN CURB
SHARED APPROACH
a
() .6
L 37
9
m
( 4
D �
et4a -
58 5V39"E
J
SIA. 104+35 LEFT
SHARED
A WN CURB /
SHARk:D APPROACH
f FOUND IRON PIN AS NOTED
O SET 5/8" x 24" R.E13AR WITH PLAS'I'lC CAP
STAMPED "7318S"
FOUND SECTION CORNER, AS NOTED
1/4 SECTION CORNER PLR HIGHWAY PLANS-
1
LANS1 / 16 SECTION CORNER
Prepared By; Billmayer Engineering
2191 3rd Avenue West
Kalispell, Montana 59901
(406) 257-8708
and
Goacher and Associates, Surveying
1303 1 st Avenue West
Kalispell, Montana 59901
(406) 752-5700
Date: September 5, 2002
For: Josephine R. Siderius Living Trust
Purpose: Boundary Line Adjustment
DtPL �f
E?A N00'21'57"E yd
i v R/W PROP LINE 11.39'
t Found Cap (�nnnfff �,\
Rebar No Cap Orh ,
R �y01 O
r g 6m'2i
�c
C(O
0
N
Co
CERTIFI" T F SURVEYOR
v'
No.
.2002
Surveyor Reg.
State of Montana
SS
County of Flathead )
Filed this Day of fir/_ , 20 / AD
,
Clerk and Recorder
o By - _alar t
q �! Deputy
\ f Instrument. Ree.
Sheet . _J___ of _._ Sheets
CERTIFICATE OF SURVEY NO.