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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.