KALISPELL_NORTH_TOWN_CENTER_PH_2_20180027_KC2r
OWNERS: STILLWATER CORPORATION, A MONTANA CORPORATION
COMMISSIONED BY: STILLWATER CORPORATION, A MONTANA CORPORATION SUBDIVISION PLAT OF
PURPOSE: SUBDIVISION
KA-LISPELL NORTH TOWN CENTER - PHASE 2
J/�v .; BEING A SUBDIVISION OF PORTIONS OF THE S1/2 OF SECTION 19 AND THE N1/2 OF SECTION 30,
41
v R.21 W. P.M.1
T.29 N.� W CITY OF KALISPELL, COUNTY OF FLATHEAD, STATE OF MONTANA
MONUMENT COS4491 TRACT4
UNDER ASPHALT - b COS4491 TRACT8 - SEE DETAIL 5
SEE CCRS - - - - - - - - - - - - - - - - sv� Li/ 16 00, N
V----io - --I - - - - S89 -45-56"E 1327-80- (R2-1328.07') - I - - - - - - - -
- - - - - - - - - - - -
T - - - - - - - -
-�:I� Detail5-1 40'
140'WIDE EASEMENT FOR I
INGRESS, EGRESS, WATER,
SIGN, POWER, AND UTILITY I
GRAPHIC SCALE PURPOSES PER DOC. #85021101301
200 0 100 200 400 800
I I I I !-- W D D
OR all
W R
IN FEET
1 inch = 200 ft.
EASEMENT #1 PER DOC. NO. 201700019376
4�
C� AND KALISPELL NORTH TOWN CENTER - PHASE 1
PROPOSED 26, WIDE
Z 20.00'
COMBINED SEWER AND COS 8886 TR4CT2
WATER LI IN89'59'49'W 614.80' COS4491 TR4CT9
I "=8C _ ::: �:: �: _ �;r NOTA PART
NE EASEMENT
Detail 2
NOTA PART
N89*59'49'W 594.61'
N10*00"IVE 247.62' REBAR IS LEANING 0.2 FEET
COS 8594 N0*001VE 227.62' //'TOTHESOUTH
R N89'43'1 8"W 1327.89' (R2-1328.1 0-)
TRACT2
R Z NOTA PART 20.00' 1 F !I �JR
M 1 10.00.
Cli 30.00" O'WIDE GAS LINE EASEMENT RUNNING
ROSE ALONG AND ADJACENT TO THE WEST
PROPERTY LINE OF THE SW1/4SE1/4 OF
S89'59'34"E 562.05' 35.10" L5
CROSSING 512.05' SECTION 19 PER DOCUMENT 8930511300
< 10'UTILITY EASEMENT 15'WIDE GAS LINE EASEMENT RUNNING ----I
C C ALONG AND ADJACENT TO THE EAST
I I
PROPERTY LINE OF THE SE114SW1/4 OF
HR 4
R SE F 00�U
O�
C CR SSING IT_ L5f
C
-L4- 1101111 SECTION 19 PER DOCUMENT 8930511310 1
M COS 8673
267,417 Sq Ft
TRACT2 6.139 Ac.
r� M � I I N
LOT2 NOTA PART ir
;4 COS 4491 ul TRACT 10 E0 2" ALUM. CAP'I 8019'
m PHASE I lo�
SEE CCRS
Z Cn
Z� Z
Z 0 L=223.72' 19
R-1040 00'
S89*41'21"E 69.85'(TIE) D=12*19'30" A -30N
Point of Beginning - Subdivision ............. ....... ... ...... S89*41-21"E 1327.98- (R2-1328.14') .........
N45*00'00"E 7.07' S44*59'55"E TOT L=251.33', R-1040.00'
.................... -S8 ........
'�1419� -501.93'- - - 60, LZ-Ng0*00'00"E 275.88'
9-41tl"E 1237.77 .......................... S77*40'30"E
-144 74' 1 N76*09'04"E 150.75'
30-�, 189.47' HT 464.35' WI/16
> ............... L�621.28% R-1360.00', D=26'113" 1
V1�35 30 7 583.95' T S89 -59'37E 551.93- SEE DETAIL 3
. ............ ROSE CROSSING S b
............................... I ............... S90'00'00'VV 1780�051 ................... W M 7
- - - - - - - - - - - - -327.56' -322.56'- - 71 N90*00'00'%' 265.89'�
MONUMENT . Sta . . 209+0 . 0 RO . W= . 1 . 05 ............. -1 29 94' ................... 1011 80. F*00105 R N
SEE RECORDED CCRs L=2
rl� I L
S "_/ I I
UNDER ASPHALT - M Sta. 209+60 ROW= 90' JTIL11T 44'59 65 E -7' S4 "W 7.07 ROSE CROSSING ........
Ty'l ?
6 EASEMENT R=9C611:i.0!i0 - � �!�R =�4 4 0 SO 2V
S38*34'11"E 111.48'(TIEJ1 ED A#IL21 I 147r41730"W
SEE D IL21 I 10'UTILITY LOT 8 LOT 9 D=12'19'30" 144�74'
LOT 1, BLOCK 1, PHASE I W 111,620 Sq Ft W 111,592 Sq Ft 3:
EASEMENT b a - 10'WIDE GAS LINE EASEMENT RUNNING--.-�
(D NOTA PART a 2.563 Ac. a 2.562 Ac.
ALONG THE EAST PORTION OF THE
05
10'UTILITY NWI14 OF SECTION 30, EXACT LOCATION
Z Z I
(DEED EXHIBIT 5501579) 0 OF GAS LINE EASEMENT IS NOT DISCLOSED
> I C� Q 0 EASEMENT o . .. I I
BASIS OF BEARINGS
Bearings shown hereon are based on
GPS observations using the Montana State
Plane Coordinate System, NAD 83 - 1992.
Grid bearings were rotated -3*31'32" to
astronomic, which conforms to the grid angle
at the 114 corner common to Sections 19 & 30.
TWO 42.43'x 60'TRIANGULAR AND A
Detail 3 - 1"=40' 25.00'x 25.00'SQUARE EASEMENTS
11f PER DOCUMENT 8932515560
42.43-
R 25.00' -7
�T
a -
L6
R1 R '4
25.09
V
Detail 4 - V=40'
Z-�
VICINITY MAP
'THIS SURVEY
1.5" BRASS CAP INSIDE
MONUMENTBOX-
SEE CCRs
Z
SO*37'29"E 2674.69'
IS 07 SOUTH
OF CALCULATED POSITION 10'UTILITY
D-13*50'46" FEASEMENT
------------- ...... ....... N89 -59'50"E 1706.09 .................................................
- - - - - - - - - - - -
...
- - - - - - - - - - - - - --
tN89*59'506E
30.00'
SM
*T
W
.45 00 05 E 7.07
OM
F- Cdr� 0
U)
T
N89*40'24"W
Z
19 0
30.00'
103.09'
S0*12'33"E 41.98' COS 20570
Lu
L
c6
L=231 9 9% R=960.00', D=13*50'46"
OD
FOUND YPC'DOYLE 2516'
Z
S76'09'04'VV 150.75'
C1 N89*47'06.E
L8
\
T 30.00-
VICINITY MAP
'THIS SURVEY
1.5" BRASS CAP INSIDE
MONUMENTBOX-
SEE CCRs
Z
SO*37'29"E 2674.69'
IS 07 SOUTH
OF CALCULATED POSITION 10'UTILITY
D-13*50'46" FEASEMENT
------------- ...... ....... N89 -59'50"E 1706.09 .................................................
- - - - - - - - - - - -
...
- - - - - - - - - - - - - --
OS
SEE DETAIL 4
1676,09' 657
LN§..........
*T
L327.56'-
.45 00 05 E 7.07
OM
BY DOCUMENT 8930511300
CERTIFICATE OF DEDICATION:
OR
FOUND 5/8' REBAR
19 0
C
,If - - - - - - - - - - - - - S89-59'50'VV 1018.92 -- - - - - - - - - - 1C S89*59'50'"W 484.09 -
".Mr, �
103.09'
S0*12'33"E 41.98' COS 20570
30'301
-322.54�. ---N
L=231 9 9% R=960.00', D=13*50'46"
OD
FOUND YPC'DOYLE 2516'
30 29,�
S76'09'04'VV 150.75'
C B
COS 20570 TRACTB
L8
"1v
�bs�54 rZi
TR14CTA NOTA PART
b
0
0
THIS SURVEY
NOTA PART
Detail 1 - V=80'
1.5" BRASS CAP INSIDE
R2
RECORD DISTANCE - COS 4491
lZ
MONUMENTBOX-
RECORD DISTANCE - COS 14606
L13
N0011'11"E
SEE CCRs
I EASEMENT LOT 2 ;r
to
SEE DETAIL 6 LOT I
EL N90-00'00;�E=
751,237 Sq Ft
LOT 4�-W DiAl S84-0 17.246 Ac.
ce� Z
46 it WI 38,627 Sq Ft
on LOT 2 CD 3: (0 b0.887Ac.Wa N89*59'39"W 546.42'
< PHASE 1 .61 0 -.J Lu a � 38,660 Sq Ft ;t 0
Ir M b a,6 W
P a N 0.888 Ac. c� c'�
CL 5D
+
I- b 170,38- Z SEE DETAIL 71
C) Z N90*00'00" LO'F2
7 C 3: W 217,800 Sq Ft
0) 1101 / - b
L4 38,626 Sq Ft Lorr 6 ap a 5.000 Ac. I
38,614 Sq Ft - Z
b 0.887 Ac. �u
C�
Z
0.886 Ac.
S
R 1 O'UTILITY EASEMENT
SEE DETAIL 81 60,
Z S45*00'00"E 7 07' N45'00'05"E 7.07'
L14 0 -170.38'- 729.74 -- - - - - - - - -- I - - - - - - - 541.40'- 80,
W L;
a 90-6FOO-E LINCOLNISTREET N10*00'00"E 1271.14' 21.86'
R 1539.19,
+ 202.31'
I,� L15 .................................................. N90'00'00'W 1763.36 ....................................
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ACREAGE TABLE:
SEE DETAIL 1 COS 6643
I PORTION OF
MONUMENT COS 6116 COMMERCIAL LOTS (10) 32881 TPA/�7-4
UNDER ASPHALT - TRACT -1 RESIDENTIAL LOT (LOT 1, BLK 3) 6. 139
SEE CC�(
NOTA PART OPEN SPACE (LOT 2, BILK 3) 0.602
3 ROADS 17.303
TOTAL PHASE 2 56.925
LEGEND
Lo,r 7
OS
FOUND YPC 'SMITH 4740'
g
*T
L327.56'-
.45 00 05 E 7.07
OM
BY DOCUMENT 8930511300
CERTIFICATE OF DEDICATION:
OR
FOUND 5/8' REBAR
o -r 4
Z
103.09'
L5
-256.08'-
-322.54�. ---N
lx,�T ILINI STREET
OD
FOUND YPC'DOYLE 2516'
N45 -00'00"E 7.07-
OC
FOUND 5/8' X 24- REBAR WITH 2- ALUMINUM CAP'l 8019'
L8
*
�bs�54 rZi
........................ : -N90'00'00"E 906.18 ....................
CASCADE LOOP
b
0
0
THIS SURVEY
1, the undersigned property owner, do hereby certify that I have caused to be surveyed, subdivided and platted into lots, blocks, streets, and alleys, as shown
Detail 1 - V=80'
L11
R2
RECORD DISTANCE - COS 4491
lZ
ry oci
RECORD DISTANCE - COS 14606
L13
N0011'11"E
54.44'
by this plat hereto annexed, the following described land in the City of Kalispell, Montana, to wit:
R4
RECORD DISTANCE - COS 8886
L15
R7
RECORD DISTANCE - COS 6116
- - - - - - - - - N90'00'00"E 906.17- -
COS 14606 TRACT I
0
co
10 DRY U
LITY EA ENT] S1
S44*59'55"E 7.07.�
A tract of land located in the south half of Section 19, and the north half of Section 30, Township 29 North, Range 21 West, P.M.,M., Flathead County,
a
6
C N90*00'00"E
436.73'
I
NOTA PART
Montana, more particularly described as follows:
LID
L 170.38' -266.34'
O'F3 15' ro 11
6
M
Commencing at the northwest corner of said Section 30, Township 29 North, Range 21 West, P.M.,M., Flathead County, Montana; thence along the north line
M
�W,
0
of said Section 30, S89'41'21"E, 69.85 feet to a point on the east boundary of U.S. Highway 93 right-of-way and the POINT OF BEGINNING; thence
I
C14
-
. 1
38,627 Sq Ft
W
46,826 Sq Ft W
A,,.
continuing along the north line of said Section 30, S89*41'21"E, 1237.77 feet to the west sixteenth corner common to said Sections 19 and 30; thence along
co
1
0 -887 Ac
C\1
1.075 Ac. co
PLO
r
the sixteenth line of said Section 19, NOO*33'20'VV, 524.92 feet, thence leaving said sixteenth line, S89'59'34"E, 562.05 feet; thence NOO*00'1 VE, 35.10 feet;
I
Ct)
Z
LU
C/) I
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P
17 UTILITY
thence S89'59'49"E, 60.00feet; thence S00'0011"W, 555.00feet; thence S44*59'56"E 7.07feet; thence EAST, 275.88feettothe beginning of a 1040.00foot
I EASEMENT LOT 2 ;r
to
SEE DETAIL 6 LOT I
EL N90-00'00;�E=
751,237 Sq Ft
LOT 4�-W DiAl S84-0 17.246 Ac.
ce� Z
46 it WI 38,627 Sq Ft
on LOT 2 CD 3: (0 b0.887Ac.Wa N89*59'39"W 546.42'
< PHASE 1 .61 0 -.J Lu a � 38,660 Sq Ft ;t 0
Ir M b a,6 W
P a N 0.888 Ac. c� c'�
CL 5D
+
I- b 170,38- Z SEE DETAIL 71
C) Z N90*00'00" LO'F2
7 C 3: W 217,800 Sq Ft
0) 1101 / - b
L4 38,626 Sq Ft Lorr 6 ap a 5.000 Ac. I
38,614 Sq Ft - Z
b 0.887 Ac. �u
C�
Z
0.886 Ac.
S
R 1 O'UTILITY EASEMENT
SEE DETAIL 81 60,
Z S45*00'00"E 7 07' N45'00'05"E 7.07'
L14 0 -170.38'- 729.74 -- - - - - - - - -- I - - - - - - - 541.40'- 80,
W L;
a 90-6FOO-E LINCOLNISTREET N10*00'00"E 1271.14' 21.86'
R 1539.19,
+ 202.31'
I,� L15 .................................................. N90'00'00'W 1763.36 ....................................
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ACREAGE TABLE:
SEE DETAIL 1 COS 6643
I PORTION OF
MONUMENT COS 6116 COMMERCIAL LOTS (10) 32881 TPA/�7-4
UNDER ASPHALT - TRACT -1 RESIDENTIAL LOT (LOT 1, BLK 3) 6. 139
SEE CC�(
NOTA PART OPEN SPACE (LOT 2, BILK 3) 0.602
3 ROADS 17.303
TOTAL PHASE 2 56.925
LEGEND
Lo,r 7
OS
FOUND YPC 'SMITH 4740'
LI "I
*T
FOUND YPCSANDS 7975'
L2
OM
FOUND 2- ALUMINUM CAP 'MD -r
L3
OR
FOUND 5/8' REBAR
o -r 4
S90000,0011W
103.09'
L5
OH
FOUND YPC'HAIGES 2520'
lx,�T ILINI STREET
OD
FOUND YPC'DOYLE 2516'
N45 -00'00"E 7.07-
OC
FOUND 5/8' X 24- REBAR WITH 2- ALUMINUM CAP'l 8019'
L8
*
SET 5/8" X 24" REBAR WITH 2"ALUMINUM CAP'l 8019'
L9
*
CALCULATED CORNER POSITION - NOTHING FOUND OR SET
THIS SURVEY
N14012'33"E
61.91'
L11
R2
RECORD DISTANCE - COS 4491
L12
R3
RECORD DISTANCE - COS 14606
L13
N0011'11"E
54.44'
L14
R4
RECORD DISTANCE - COS 8886
L15
R7
RECORD DISTANCE - COS 6116
NOTE: 5/8" x 24" REBAR WITH 2" ALUMINUM CAP'18019',
SET AT EACH END OF FILLETS ON PROPERTY LINES AT
BLOCK CORNERS
L kLHC-KNTC\BIMCAD\SuNeykBa�FilekLHATSVI3 (Final Plat Phs fl),�g
Detail 6 - V=80'
LO'F 2
LOT 5
Detail 7 - 1"=80'
LO'I'5
1,01'6
NOTA PART I I
EASEMENT #6 PER DOC. NO. 201700019376
AND KALISPELL NORTH TOWN CENTER - PHASE 1
Detail 8 - V=80'
:14
LINE TABLE
Lo,r 7
BEARING
DISTANCE
z 1,01'6
N0014'37"E
86.78'
L2
N0014'37"E
13.90'
L3
N13054'44"W
61.80,
L4
S90000,0011W
103.09'
L5
r
60.00,
lx,�T ILINI STREET
N0033'45"W
5.37'
N45 -00'00"E 7.07-
S83027'28"E
:14
LINE TABLE
LINE #
BEARING
DISTANCE
Ll
N0014'37"E
86.78'
L2
N0014'37"E
13.90'
L3
N13054'44"W
61.80,
L4
S90000,0011W
103.09'
L5
S89059'49"E
60.00,
L6
N0033'45"W
5.37'
L7
S83027'28"E
77.25'
L8
S89048'47"E
30.09'
L9
N001VIVE
97.32'
L10
N14012'33"E
61.91'
L11
N0011'11"E
66.75'
L12
N0011'11"E
9.64'
L13
N0011'11"E
54.44'
L14
N89048'47"W
40.18'
L15
S83021'33"W
65.88'
EASEMENT HATCH KEY
PRIVATE ACCESS EASEMENT
PUBLIC WATER MAIN; PRIVATE STORM AND SAN. SVC. EASEMENT
DRY UTILITY EASEMENT
PRIVATE STORM SEWER EASEMENT
radius curve to the right; thence along said curve 223.72 feet through an angle of 12*19'30"; thence S77'40'30"E, 144.74 feet to the beginning of a 1360.00
foot radius curve to the left; thence along said curve 621.28 feet through an angle of 26'10'27"; thence N76'09'D4"E, 150.75 feet, to the beginning of a
1040.00 foot radius curve to the right; thence along said curve 251.33 feet through an angle of 13*50'46"; thence N89*59'50"E 1706.09 feet to a point on the
east line of said Section 19; thence along said east line, S00*37'29"E, 41.97 feet to the southeast comer of said Section 19; thence along the south line of said
Section 19, said south line also being the north line of Tract 8 of Certificate of Survey No. 205570, on file in the office of the Clerk and Recorder, N89*40'24"W
687.79 feet to the northwest corner of said Tract B; thence along the west line of said Tract B, S00*12'33"E 41.98 feet; thence S89*59'50'W, 1018.92 feet to
the beginning of a 960.00 foot radius curve to the left; thence along said curve 231.99 feet through an angle of 13*50'46"; thence S76*09'04'VV, 150.75 feet to
the beginning of a 1440.00 foot radius curve to the right; thence along said curve 657.83 feet through an angle of 26'10'27"; thence N77*40'30'VV, 144.74 feet
to the beginning of a 960.00 foot radius curve to the left; thence along said curve 206.51 feet through an angle of 12'19'30"; thence WEST. 265.89 feet;
thence S45'00'05"W, 7.07 feet; thence S00'001 1 "W, 1235.11 feet; thence WEST, 1763.36 feet; thence S83*21'33"W, 65.88 feet; thence N89*4847'VV, 40.18
feet to a point on the east line of U.S. Highway 93 right-of-way; thence along said east line N00'I 111 "E, 76.39 feet; thence leaving said east line and along
the south and east lines of Lot 2, Block 1 of the plat of Kalispell North Town Center - Phase 1, on file in the office of the Clerk and Recorder, for the following
three courses: 1) S89*48'47"E, 30.09 feet; 2) S83'27'28"E, 77.25 feet; 3) NORTH, 680.10 feet to the southwest corner of Lot 1, Block 1 of said plat of Kalispell
North Town Center - Phase 1; thence along the southerly, easterly and northerly lines of said Lot I for the following five courses: 1) EAST, 436.73 feet to the
beginning of a non -tangent curve to the right, said curve having a radial bearing S50*58'21 "E and a radius of 430.00 feet; 2) along said curve for a distance of
382.54 feet, through an angle of 50'58'20"; 3) EAST, 256-08 feet; 4) NORTH, 340.77 feet; 5) WEST, 1026.85 feet to the northeast corner of said Lot 2; thence
along the north line of said Lot 2, WEST, 103.09 feet to a point on the east line of said U.S. Highway 93 right-of-way; thence along said east line NOO'14'37"E
86.78 feet to the POINT OF BEGINNING. Said Tract contains 56.925 acres.
The above described tract of land is to be known and designated as KALISPELL NORTH TOWN CENTER - PHASE 2 and the lands included in all streets as
shown on said plat are hereby granted and donated to the use of the public forever.
We hereby certify that this division creates parcels of land that are exempt from Department of Environmental Quality review pursuant to MCA 76-4-125 Part
2(d): divisions located within jurisdictional areas that have adopted growth policies pursuant to chapter I or within first-class or second-class municipalities for
which the governing body certifies, pursuant to 76-4-127, that adequate storm water drainage and adequate municipal facilities will be provided.
The undersigned hereby grants to each and every person, firm or corporation, whether public or private, providing or offering to provide telephone, telegraph,
electric power, gas, cable television, water or sewer service to the public, the right to the joint use of an easement for the construction, maintenance, repair,
and removal of t�eir lines and other facilities, in, over. under, and across each area designated on this plat as "Utility Easement" to have and to hold forever.
Dated this day of 2018
ZZ�
1111 t,111- f q�-,,ryd�'-STILLWATER CORPORATION, A MONTANA CORPORATION
State of yLy �,,Tl,�Jvk
County
this�' day of -PV,,4- , personally appeared
j '7� , 2018, before me, the undersigned, a Notary Public for the State of
Lf t " known to me to be the VX tl,)�,,OT of STILLWATER CORPORATION, A MONTANA CORPORATION, that executed the
within nstru��Zedged to me that they executed the same on behalf of STILLWATER CORPORATION, A MONTANA CORPORATION.
IN WITNESS WHEREOF, I have hereunto set my hand an I 1�Wilmn'- irst above written.
HKASE
NOTARY PUBLIC for the
State of Montana
Residing at Kalispell, Montana
My Commission Expires
March 21, 2022
CERTIFICATE OF FINAL PLAT APPROVAL - CITY:
The City Counefli of the City of Kalispell, Montana, does hereby certify that it has examined this subdivision plat
and, having found the same to conform to law, approves it, and hereby accepts the dedication to public use of any
and all lands shown on this plat as being dedicated to such use.
Dated this -3- day of M &A 2018 at 9 o'clock.
City Clerk
M&vkJnlir% n-lSoN , mayor Aieh
PP
C*p 0,
SEAL
1892
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,.ftA0fk ".
. .........
CONDITIONS OF APPROVAL PER CITY OF KALISPELL:
*Property owner(s) shall waive their right to protest the creation of a park maintenance district.
*All utilities shall be installed underground.
*All areas disturbed during development shall be re -vegetated with a weed -free mix immediately after
development.
*Hazardous weed abatement shall be provided in accordance with City of Kalispell Ordinance 10-8.
Note: Buyers of property should ensure that they have obtained and reviewed all sheets of the plat and all
documents recorded and filed in conjunction with the plat and buyers of property are strongly encouraged to
contact the local planning department and become informed of any limitations on the use of the property prior to
closing.
CERTIFICATE OF SURVEYOR:
N
1, George S. Bomemann, a Professional Land Surveyor, Licensed in the State of Montana, do hereby certify that
W
E
performed in January 2017. This plat does not represent a complete title search.
T-
Survey monuments were not set at the time of recording due to severe weather conditions and the installation of
MMM
improvements. I hereby certify that all monuments will be set within 240 days of the recording of this plat, per ARM
10
24.183.1 (1 d)
OMM
DA L-
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ILL!
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George S. Bomemann P.L.S.
2018 ALL RIGHTS RESERVED
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3:
CTA Architects Engineers
0
Z
PRINCIPAL MERIDIAN
F-
0
406.222.0104
FLATHEAD COUNTY, MT
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0
0
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CERTIFICATE OF SURVEYOR:
1, George S. Bomemann, a Professional Land Surveyor, Licensed in the State of Montana, do hereby certify that
the survey shown on the attached plat was made by me or under my direct supervision. The field survey was
E
performed in January 2017. This plat does not represent a complete title search.
0
Survey monuments were not set at the time of recording due to severe weather conditions and the installation of
MMM
improvements. I hereby certify that all monuments will be set within 240 days of the recording of this plat, per ARM
10
24.183.1 (1 d)
OMM
DA L-
";PED th is day ofAj��(l 2018
George S. Bomemann P.L.S.
2018 ALL RIGHTS RESERVED
ontana Registration No. 18019 LS
CTA Architects Engineers
121 S Main St
PRINCIPAL MERIDIAN
Livingston, MT 59047
MONTANA
406.222.0104
FLATHEAD COUNTY, MT
Approved: 2018
Examining Land Surveyor
Registration No. 7328LS
CERTIFICATE OF CITY ATTORNEY:
This plat has beeWa
pne J by the officWthe City Attorney according to Section 76-3-612(2), M.C.A. relying upon
Title Report No. J 11P,V4 approved based on information submitted by the developer and/or his agent.
DATED this day of. Vill 2018.
04.05.2018
DRAWNBYI GSB
Office of the City Attorney, Kalispell, Montana REVISIONS
State of Montana
)SS
County (if Flathead) FINAL
SUBDIVISION PLAT OF
Filed on the day of 2018, at KALISPELL NORTH
0'Z-3ock, $12J.- TOWN CENTER -
'clock -Am PHASE 2
1
(I ro 0 By: SIAX_ - Pla-II 186027 - Abilliad* -267!--
Clerk and Recorder Deputy 201800009043 Fees: $121.00 by: DD
by JEFF CLARIDGE
Instrument Rec. No. (3 cIa Date 5/8/2018 Time 10:23 AM
Debbie Pierson, Flathead County Montana
2-01801
21 co 3
1 OF 1
moon
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0
00
1 11113111131
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CERTIFICATE OF CITY ATTORNEY:
This plat has beeWa
pne J by the officWthe City Attorney according to Section 76-3-612(2), M.C.A. relying upon
Title Report No. J 11P,V4 approved based on information submitted by the developer and/or his agent.
DATED this day of. Vill 2018.
04.05.2018
DRAWNBYI GSB
Office of the City Attorney, Kalispell, Montana REVISIONS
State of Montana
)SS
County (if Flathead) FINAL
SUBDIVISION PLAT OF
Filed on the day of 2018, at KALISPELL NORTH
0'Z-3ock, $12J.- TOWN CENTER -
'clock -Am PHASE 2
1
(I ro 0 By: SIAX_ - Pla-II 186027 - Abilliad* -267!--
Clerk and Recorder Deputy 201800009043 Fees: $121.00 by: DD
by JEFF CLARIDGE
Instrument Rec. No. (3 cIa Date 5/8/2018 Time 10:23 AM
Debbie Pierson, Flathead County Montana
2-01801
21 co 3
1 OF 1