ASHLEY_BUSINESS_PARK_L3_and_5_AMD_and_AMD_L4_AMD_5-12-35_Pg1-2_ABA100 0
LINE TABLE
LINE BEARING
GRAPHIC SCALE
100 200
IN FEET )
I inch = 100 ft,
I'
LENGTH
AMENDED SUBDIVISION PLAT OF LOTS 3 AND 5 OF ASHLEY BUSINESS PARK
and
b
C6,' AMENDED PLAT OF THE AMENDED PLAT OF LOT 4 ASHLEY BUSINESS PARK SUBDIVISION
E112 SECTION 29, T 28 N, R 21 W, P.M.M.
F=LATHEAD COUNTY, MONTANA
COS 8GO8)
i
t•„ • (. , of A .-,•-.'N % !.{..P.9rF".,,,
CEMETERY ROAD
60' DECLARED COUNTY ROAD
L1 N89051'58"W 21.85Found 1/2" Rebar Found 112' Rebar
L2 S00008'02"W 60.00
By 7575-5
L3 N89°51'58"W 50.00
N00003'57"E 2444.07 By /W5 -S Found v2" RebarT
By 797s s __ i o
L4 ( N00°08'02"E 60.00 N00°0_3_'57"E __ _ N 00°03'57" E _1 925.02' -- _ __ __ ____ N 00_03'57" E. _- 906_57 }L T pI
T r
L5 S89051'58"E 50.00 a,.., _.. .. - -- - - - -- ij , - - -- - - tdOti 83557"E , - -- - - fi6"2 - - -. ._ ...... _ _,. _._ . ..... - - - - _
LB N00°03'57"E 30.00 Found v2" Rebar
580x48
By 7s7s s 10' LANDSCAPE N/W 10+10 Y EX. R/W L8
L7 S89°33'55"E 18.75 b!
y r( N00°03'57"E i 50' BUILDING 20' LSE -Cb
EASEMENT (L.S.E.) ,
L8 $QO°03'57"W 30.00
60.00' o SETBACK
TYPICAL I ( 60' ROAD AND UTILITY EASEMENT (° N \ _R/W 10+30 .0 17 Ih
L9 S68053'21"E 70.60 _.___, ,.,._.___....._.. -
I - - -
TO ACCESS LANDS TO THE WEST t a
fI 10' L.S.E. (YYP.)
L10 N89026'46"E 40.98 FOR FUTURE DEVELOPEMENT. ci
RADIAL N 00'33'14" W _ _ I _
I ur - _ -- i Found 5t8" Rebar N STA. 10+64 RIGHT
By 2061-s
L =. 104.15' ///
R = 482.28' - g
Delta x 12 2223 WITH 2. 5' RADII
rz - rnl o 50018'08
w_ co
4._. "E- 263.99' \ 800°2157W- 25^z.fi7',
cn + - - -- , ." .. - m \ and f,2' Rebar r
F 3-- ..- _ _ -- - By 7975 S
R ,
00 -; hound a!8" Rebar
Co. R1 cn _ , Z By 206 A N00°21'57'E , ya
r STA. 101+20 LEFT I N _ -
1 s
R, W PROP. LINE 11.39' q \ o k y l
50' LAY -DOWN CURB z
DRAINFIELD-
nund5/8"
OAPPROACHSA.104+35L.EF'T Rebar No cap
m
P\
5p'IAY )OWN CURB_. . .( .) EASEMENTSTA, 98+25 Lt FT
ow
C r
olg
r a 40' APPROAC:N w
X11 FOR LOT 4 0 o o;
o
r
coa
SHARED APPROACH
a WITH 25' RADII o M o o y + " v eK, Oj tc ib
N NEW PROPERTY LINES o 0 0 + y o e N r g
w 9 L4( u u o N o J w
SECTION CORNER BEARS ( (NEW HWY 93 WW) - Found 1/2" Rebar n w w +
1 By 7975-S o N N w 11S89°39'47"E 5.30 METERS TYPICAL.
N , B 3 o i N
FROM HWY. STA. 93+14.94 , L2 v q 6 (I' \
w __PER MDOT R -O W PLAN SET,
P'o.. ' "
S00 0341 VV
3 y,
i-,12' -
OS9D°.03'41"W.. cis 3
S95 3`'OWE --_, - 3 round 5/e Reb _ 2Sq3
L OAr
S00°03'41"W 211.12' ` `5 68. -
S
3
7 "
Y3°" S 00°03'41" W 229.67 ..
S00°03'41"W 4i2.2T 151.12' 3°_ -- ; By2051-s
p /`
4`' 92° SHEET 25 OF 43.
505 3903E 33'
W
1' -
e t t a - - S89°53'25"E _ _ _--_ / ' 164.87 131.24` 3323„
21.69' _ 0
S00 03 41 W 623.39 W -
148 37 (- - --- --- - - --- - - - 134.x, - - r -- $89°52'48"E
R__._.__`a _.S89°5V39"E
N89"53'25"W I OLD PROPERTY S05°38'51"ES10°03'41 NW S05"39'03"E 16.50' ,... - S13°33'23"W S05°38'51"E 5.77 -t
96.87 LINES (TYPICAL) ___ S00`03'41"W 12.01' t
32 29 5'97 HIGHWAY CL = NOQ"03'41"E PER MOOT RIGHT OF WAY PLAN PROJECT NO. STPP F 5 3(39)104
65.95' 33.75' 65.95' 57.79' _I o
N00°02'05"W 1003.57 EAST SECTION LINE F SECTION 29, T 28 N, R 21 W = N00"02'05"W =BASIS OF BE RINGS PER MDOT RIGHT OF WAY PLANS PROJECT NO. STPP-F 5 3(39)104 W 1/4 CORNER, SEC. 28
Found 5/8"
m a cc BEARS NBW16'19"E n + CID
r}3 4 rip 4 Found 1t2" Rebar ,__, 00 o Q a N Rebar By 2061 -Sit3GU + + STA. 98+25 LEFT + STA. 99+56 LEFT 50' FROM HWY. STA. o
o By 797rS o a + + +
0 0 40' APPROACH o LAY -DOWN CURB ? ' 101+20.57 PER MDOT o + W
WITH 25' RADII APPROACH STA. 101+20 LEFT' HIGHWAY R -O -W PLANS e
50' LAY -DOWN CURB n+oi
S'IA. 104+36 LEFT'
FOUND RAILROAD SPIKE PER SET, SHEET 27 OF 43.
CERTIFICATE OF SURVEY NO. APPROACH I s, SHARED
CURB
8008, RECORDS OF FLATHEAD N
SHARE D APPROACH
STA. 102x38 LEFT a
50' LAY -DOWN CURBCOUNTY, MONTANA. ' SHARED APPROACH Cn
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 East Ilalf 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:
Commencing at the southeast corner of said Section 29,,r 28 N, R 21 W, which is a found railroad spike per Certificate of
Survey No. 8008; thence
N00°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
N00°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 L, a distancr, of 1$.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
S68°53'21 "E a distance of 70.60 feet along said south ROW to a set iron pin; thence
N89°26'461!, 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 pokit having a raidial bearing of N00°33'14"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
S00°21'57"W a distance of 252.67 feet to a found iron pin; thence,
S89037'2 VE 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 S79"1I'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
N89°5 1'39"W a distance of 300.98 feet to a found iron pin; thence
S00"18'08"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:
S00`034I' 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;
S13033'23"W 168.71 feet to a set iron pin;
800"0.3'41"W 131.24 feet, to a set iron pin;
S05038'51" E 65.95 feet to a set iron pin;
S00003'41"W 623.39 feel to a set iron pin;
S05039'03"E 164.87 feet to a set iron pin;
S00°0341 "W 5.97 feet to the POINT' OF BEGINNIN(r 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
BUSINF",SS PARK and the AMENDED PLAT OF THE AMENDED PLAT OF LOT 4 OF' ASHLEY BUSINESS PARK SUBDIVISION.
OWNER'S CERTIFICATE
l, the undersigned, hereby certify that the purpose of this survey is to relocate
exterior boundary lines and individual and shared designated accesses due to
night -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 76.3 207 (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 (ii) 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'rrust
State of Arizona
SS
County of ,`, " )
On this day of ._k',..1 -i ! , - ---___ , 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 duty
acknowledged to me that she executed the same.
Notary Public for the State of Arr7ona
Residing at - -414"17i -= t
My commission expires
LEGEND
FOUND IRON PIN AS NOTED
O SE"I' 5/73" x 24" RE13AR WITH PLA4"I'IC CAP
STAMPED "7318S"
FOUND SI+;C'I'ION CORNER AS NOTED
1/4 SEC I`ION CORNER PER HIGHWAY PLANS
l/ 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
nY-
CERTIF1IfZ,_ ' .' F SURVEYOR
Regist.ratiolA No.__,
pproved /1 .2002
I,
Exa#nining Surveyor Reg. No...J'f_,2$
State of Montana )
SS
County of flathead )
Filed this Day of fir/- , 206/ All
Clerk and Recorder
By
pyy Deputy
f Instrument. Ree. N(O-063... 0aI a 0?dC)
Sheet Jof , _- Sheets
CERTIFICA'111; OF SURVEY NO.
t'[
20080033IIIIIIIIIIIIIIIIIILIIVIIIVIIIVIIIVIIIIIIIIIIIIIVIIIVIIIVIIIVIIIIliiIIIIIIIIIIIDIIPage:
0
1 of
1766
Return to Plat Room
Paula Robinson, Flathead County MT by JS
Fees: $11.00
12/ 17/2008 11:12 AM
AFFIDAVIT
0
00 1 certify that on the recorded plat of TBE AMENDED SUBDIVISION PLAT OF LOTS
4) 3 AND 5 OF ASBLEY BUSINESS PARK AND AMENDED PLAT OF TBE
AMENDED PLAT OF LOT 4 AS EY BUSINESS PARK SUBDIVISION (records of
Flathead County, Montana), instrument rec. no. 200300909220,,
1: The distance shown from the south east corner of Section 29 on the plat north along
the section line should be 1519.63 feet instead ofthe 1003.57 feet shown.
T
2 1 also certify that the first seven (7) lines of the legal description thereon should be
corrected to read as follows -
Commencing at the southeast comer of Section 29, T.28N.,R.21W., which is a found0
0 railroad spike per Certificate of Survey no. 8008, Thence N00'02'05"W along the east
section line of Section 29 a distance of 1519.63 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 ofU.S.
C" Highway 93, said point also being on the south boundary of Lot 3 of Ashley Business
Park Subdivision, (records of Flathead County, Montana); Thence along the south
boundary of said Lot 3 N89053'25"W a distance of 502.26 feet to a found iron pin-, ......
0 Date 17— day of December, 2008.
Richar Goacher, P.L.S. 7318S
V: State of Arizona
SS
County of,V
On thisA;'ay of December, 2008 before me a Notary public for the State of Arizona,
personally appeared Richard G. Coacher, and known to me to be the person whose name
is subscribed to the forgoing instrument and acknowledged to me that he executed the
same.
Notary Public for t e State of Arizona
Printed Name
Residing at. -
My Commission Expires Z–J-4.1 _&J10
AM, David M. Ahumada
lzon
im, -omrnissjon Expires 212612j010