BERTSCHI_ADD_AMD_20200009_BDDv�.hR s `an"
STA. 23+45.32
32.81' R/W
STA. 23+06,27
Rad. Bmr. _
L i EX.T •/in,pA4B t LIM "&SYS? 0907Y50 -
PREPARED BY.
JACKOLA ENGINEERING & ARCHITECTURE, P.C.
2250 HWY 93 SOUTH
P.O. BOX 1134
KALISPELL, MT 59903
406-755-3208
PROJECT NO.: 181001
DATE: NOVEMBER 2019
PREPARED FOR:
UNITED PARCEL SERVICE OASIS SUPPLY CORPORATION
OWNER'S:
BT -OH, LLC
PURPOSE OF SURVEY.
AGGREGATION OF PARCELS
AMS I ADDITION SCALE: 1".5°'
LADED PLAT QF BERTSCI�
-1 10 2 5 1 0
GOVT. LOT 7, SECTION 6 AND GOVT. LOT 1, SECTION 7, T. 28 N., R. 21 W., P.M"M.,
CITY OF KALISPELL, FLATHEAD COUNTY, MONTANA
C 0 5.2066 Yce1 $06
COs• 9 -pasce1F,06
S8803449"E OS• 9$
S87°47'58"E {; j• 347.67'(R3)
341.81'
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S89°57'01"W 133.88'
S89055'00"W 133.71'(R2)
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1 C # MEASURED RECORD
parce 9806
L-1 N89°57'01"E 43.72'
Cps • L - 2 S89°56'56"E 2.30'
L-3 N01 °56'38"E 25.04' N01-56 TV -25."(R4)
\ 1st
Sal
�Sj9J 1�
\ GO�• N8 °09'34"E
\ N89� 6'12"E
4
10' WALINE EASEMENT
PER B K 612, PAGE 140
LOOT T
AREA: 8.998 ACRES
15' WATER LAVE EASEMENT
PER BOOK 554, PAGE 278
(BOUNDARY BEING REMOVED)
-- ---- -- -- 625.14_ -- --,-_-- --
589°56'56"E 627.44' 4
BASIS OF BEARINGS
(PER C.O.S. 17512)
Tian 1 e12
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(BOUNDARY BEING REMOVED)
- _ - - --
- - - - -N89°55'06"E 570.62' - -
It Oj� 10' NATURAL GAS EASEMENT
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1006(� 1 I PER DOC. # 199120708280
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STA. 20+91.12
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1-489-55 38"E
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12 7 I6STA.19+98.18
3-1/4"ALLIM CAP 32.81' R/W
REEL 1099901,
S89°58'14"W
S890591091W
360.17'
360.21' (Rl)
N89°55'56"E 586.39'
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S89°57'30"W 13$.02'
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9.84'
(BOUNDARY BEING REMOVED)
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PER INST. No. 200201514/2 70 uoi m
M 49.24' Ln z
-z 0
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_�SG_-- Z -°C --
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79.95'
495'
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parce 9806
L-1 N89°57'01"E 43.72'
Cps • L - 2 S89°56'56"E 2.30'
L-3 N01 °56'38"E 25.04' N01-56 TV -25."(R4)
\ 1st
Sal
�Sj9J 1�
\ GO�• N8 °09'34"E
\ N89� 6'12"E
4
10' WALINE EASEMENT
PER B K 612, PAGE 140
LOOT T
AREA: 8.998 ACRES
15' WATER LAVE EASEMENT
PER BOOK 554, PAGE 278
(BOUNDARY BEING REMOVED)
-- ---- -- -- 625.14_ -- --,-_-- --
589°56'56"E 627.44' 4
BASIS OF BEARINGS
(PER C.O.S. 17512)
Tian 1 e12
&3 -
(BOUNDARY BEING REMOVED)
- _ - - --
- - - - -N89°55'06"E 570.62' - -
It Oj� 10' NATURAL GAS EASEMENT
to
1006(� 1 I PER DOC. # 199120708280
If
pg. 3 3
cc C• in
1 512
Cps•
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;%' N89056'02"E 136.05'(82) Z g I
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STA. 20+91.12
Rad. Bmg. =
1-489-55 38"E
p M H
OIn M
O N 11
11 It 00
v >r o
0
M
N
N
0
0
z
12 7 I6STA.19+98.18
3-1/4"ALLIM CAP 32.81' R/W
REEL 1099901,
S89°58'14"W
S890591091W
360.17'
360.21' (Rl)
N89°55'56"E 586.39'
T-tac, 1 512
cas•
- - (BOUNDARY BEING REMOVED) _ -
S89°57'30"W 13$.02'
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S89°4554"W 137.84'
S89055'42"E 138.00'(RI)
Parcel A, C.O.S. 15239
154.95'(R3)
154.98'
FOUND PIN N15°05'37"W
1.62' FROM CORNER
N89°55'08"W 175.10'
N89°5435"W 175.12' (Rl)
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S19°I0'31'E 4 6�1)
S1814`08"E 4.06'
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3
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3 1Os� SIJ
O
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V 49.88'
49.84'(RI)
C os.3505
LEGEND:
0 FOUND 5/8" RE -BAR W/ CAP STAMPED "SHAW 2343S"
S FOUND 5/8" RE -BAR W/ CAP STAMPED "DOYLE 2516LS"
0 FOUND 5/8" RE -BAR W/ CAP STAMPED "MARQUARDT 7328S"
0 FOUND 5/8" RE -BAR (NO CAP)
O FOUND 5/8" RE -BAR W1 CAP STAMPED "BRECKENRIDGE 11706LS"
O FOUND 1/2" RE -BAR (NO CAP)
0 FOUND 1/2" RE -BAR W/ CAP STAMPED "SANDS 79755"
M FOUND 4" x 4" CONCRETE RIGHT-OF-WAY MONUMENT
® FOUND 5/8" RE -BAR W/ 2" ALUMN. CAP BY MONTANA
DEPARTMENT OF TRANSPORTATION
O FOUND 5/8" X 24" RE -BAR W/ CAP STAMPED "ERICKSON 15272LS"
M FOUND QUARTER CORNER (AS NOTED)
FOUND SECTION CORNER, 3-1/4 ALUMINUM CAP
STAMPED "ROEDEL 10999LS"
(Rl) - RECORD PER C.O.S.17512
(R2) - RECORD PER C.O.S. 18697
(113) - RECORD PER PLAT OF BERTSCHI ADDITION
(R4) - RECORD PER CORRECTION C.O.S. 20998
P.O.B. = POINT OF BEGINNING
CERTIBC A TE OF CONSENT
WE, MONTBILL CORPORATION AND BT -OH, LLC, THE UNDERSIGNED PROPERTY OWNERS, DO HEREBY CERTIFY THAT WE HAVE CAUSED TO BE SURVEYED AND PLATTED INTO LOTS
AS SHOWN BY THE PLAT HEREUNTO THE FOLLOWING DESCRIBED TRACT OF LAND, TO -WIT.
A TRACT OF LAND LOCATED IN GOVERNMENT LOT 7, SECTION 6 AND GOVERNMENT LOT 1, SECTION 7, TOWNSHIP 28 NORTH, RANGE 21 WEST, P.M.,M., CITY OF KALISPELL,
FLATHEAD COUNTY, MONTANA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 6, MARKED BYA 3-1/4" ALUMINUM CAP; THENCE ON AND ALONG THE BOUNDARY COMMON TO SECTIONS 6 AND 7,
S89°5656"E,A DISTANCE OF 79.95 FEET TO A FOUND 5/8" RE -BAR ON THE EASTERLY RIGHT-OF-WAY OF NORTH MERIDIAN ROAD AND BEING THE TRUE POINT OF BEGINNING,
THENCE ON AND ALONG THE EASTERLY RIGHT-OF-WAY OF MERIDIAN ROAD THE FOLLOWING FOUR (4) COURSES: S89°56'56"E, A DISTANCE OF 2.30 FEET; N01°56'38"E, A
DISTANCE OF 25.04 FEET; N47°47'06"W, A DISTANCE OF 55.76 FEET TO A POINT ON A NON -TANGENT CURVE; ALONG A 11,450.13 FOOT RADIUS CURVE TO THE RIGHT, HAVING A
CENTRAL ANGLE OF 01000'08" WITH CENTER BEARING S87°47'57"E, AN ARC DISTANCE OF 200.27 FEET; THENCE LEAVING SAID RIGHT-OF-WAY S87°4758"E, A DISTANCE OF 341.81
FEET; THENCE S52°42'05"E, A DISTANCE OF 145.79 FEET; THENCE N89°56'12"E, A DISTANCE OF 154.98 FEET TO THE WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY No. 93; THENCE
ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING FIVE (5) COURSES: S15°05'37"E, A DISTANCE OF 167.59 FEET; S15°10'38"E, A DISTANCE OF 96.68 FEET; S19°02'35"E, A
DISTANCE OF 24.77 FEET; S38°14'08"E, A DISTANCE OF 4.06 FEET; S15°41'25"E, A DISTANCE OF 53.83 FEET; TFIENCE LEAVING SAID RIGHT-OF-WAY S02°5522"E, A DISTANCE OF
1.05 FEET, THENCE S00°01'00"W, A DISTANCE OF 68.24 FEET; THENCE S00°03'09"W, A DISTANCE OF 119,41 FEET, THENCE N89°52'12"W, A DISTANCE OF 49.88 FEET; THENCE
N89°55'08"W, A DISTANCE OF 175.10 FEET; THENCE S00°04'04"W, A DISTANCE OF 127.42 FEET; THENCE 589"4554"W, A DISTANCE OF 137.84 FEET; THENCE N00°00'54"W, A
DISTANCE OF 127.88 FEET; THENCE S89°58'14"W, A DISTANCE OF 360.17 FEET TO THE EASTERLY RIGHT-OF-WAY OF MERIDIAN ROAD, THENCE NORTHERLY ON SAID
RIGHT-OF-WAY ALONG A 11,450.13 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 00'3$'33" WITH CENTER BEARING S89°55'19"E, AN ARC DISTANCE OF
118.41 FEET, THENCE LEAVING SAID RIGHT-OF-WAY N89°54'03"E, A DISTANCE OF 136.11 FEET; THENCE N00° 02'25"W, A DISTANCE OF 124.86 FEET; THENCE S89° 57'01"W, A
DISTANCE OF 133.88 FEET TO THE EASTERLY RIGHT-OF-WAY OF MERIDIAN ROAD; THENCE ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING THREE (3) COURSES: ALONG A
11,450.13 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 00°02'32" WITH CENTER BEARING 588°42'14"E, AN ARC DISTANCE OF 8.46 FEET; N89°57'01 "E, A
DISTANCE OF 43.72 FEET; N00°08'05"W, A DISTANCE OF 109.71 FEET TO THE TRUE POINT OF BEGINNING.
THIS LOT CONTAINS 8.998 ACRES AND SUBJECT TO AND TOGETHER WITH ALL APPURTENANT EASEMENTS OF RECORD.
THE ABOVE DESCRIBED TRACT OF LAND IS TO BE KNOWN AS "AMENDED PLAT OF BERTSCHI ADDITION".
WE HEREBY CERTIFY THAT THIS DIVISION OF LAND IS EXEMPT FROM REVIEW AS A SUBDIVISION PURSUANT TO SECTION 76-3-207 (1)(f , M.C.A. ,WHICH STATES "AGGREGATION OF
PARCELS OR LOTS WHEN A CERTIFICATE OF SURVEYOR SUBDIVISION PLAT SHOWS THAT THE BOUNDARIES OF THE ORIGINAL PARCELS HAVE BEEN ELIMINATED AND THE
BOUNDARIES OF A LARGER AGGREGATE PARCEL ARE ESTABLISHED. A RESTRICTION OR REQUIREMENT ON THE ORIGINAL PLATTED LOT OR ORIGINAL UNPLATTED PARCEL
CONTINUES TO APPLY TO THOSE AREAS."
WE FURTHER CERTIFY THAT THIS SURVEY IS EXEMPT FROM REVIEW BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY PURSUANT TO A.R.M. 76.36.605(3), A.R.M., WHICH
STATES "AGGREGATIONS OF PARCELS ARE NOT SUBDIVISIONS SUBJECT TO REVIEW, EXCEPT THATAN AGGREGATION IS SUBJECT TO REVIEW UNDER 76-4-130, MCA, IF ANY PARCEL
INCLUDED IN THE AGGREGATION HAS A PREVIOUS APPROVAL ISSUED UNDER TITLE 76, CHAPTER 4, PART 1, MCA,"
BT -OH, LLC
Notary Public
State of Washington
Peggy A Paul
My Commission Expires 01/20/2020
STATE OF NAJ kA�l A41 -b Commission No.151975
SS
COUNTYOFY-IRLI )
�
ON THIS 2tb DAY OF JOCN IAAF Y�LO20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC FOR; THE STATE OF M6NfAN PERSONALLY APPEARED
_(7 W (ALE AND ARE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED
TO ME THAT THEY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE SET MY HAND AND AFFIXED MY NOTARIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN.
NOTARY PUBLIdfF6R INE STATE OF
C ERT§FICATE OF SSUZVE .OR
. ' ONTA) .
ROBERTA.
ERICKSON ; O 0.
m No. 15272LS
•
• •
%tp !/e •: JQ.
•
LpN.,.
REGISTERED LAND SURVEYOR 40 ZoZc�
REGISTRATION NUMBER 15272LS
Plat # 20200009 Abstract# NA
202000002656 Fees: $32.50 by: KD
by JACKOLA ENG
Date 1/30/2020 Time 3:55 PM
Debbie Pierson, Flathead County Montana
APPROVED:
EXAMINING LAND SURVEYOR
REGISTRATION NUMBER
STATE OF MONTANA)
SS fu : 32.5 O
COUNTY OF FLATHEAD)
FILED ON THE -+`.� = DAY OF JAN U I�1Qy t Z
AT 3 ''5 5 O'CLOCK f - M.
COUNTY CLERK AND RECORDER
BY 1� ' t ljj
* 2 DEPU S
bOG OZD 0000 Ifo �
QIA'T � z0y0 OOOq
6
589'56'56"E
1738.48'
7
v,
2-1/2" BRASS CAP
"THURSTON 10803LS"
O p
W
cn CR
0
m
o?
495 ,
1,E 2.1 71
519 0,35,.E
S19°I0'31'E 4 6�1)
S1814`08"E 4.06'
SIs°
538 tel)
3
`r x sops �a�iQ
3 1Os� SIJ
O
Q
N
V 49.88'
49.84'(RI)
C os.3505
LEGEND:
0 FOUND 5/8" RE -BAR W/ CAP STAMPED "SHAW 2343S"
S FOUND 5/8" RE -BAR W/ CAP STAMPED "DOYLE 2516LS"
0 FOUND 5/8" RE -BAR W/ CAP STAMPED "MARQUARDT 7328S"
0 FOUND 5/8" RE -BAR (NO CAP)
O FOUND 5/8" RE -BAR W1 CAP STAMPED "BRECKENRIDGE 11706LS"
O FOUND 1/2" RE -BAR (NO CAP)
0 FOUND 1/2" RE -BAR W/ CAP STAMPED "SANDS 79755"
M FOUND 4" x 4" CONCRETE RIGHT-OF-WAY MONUMENT
® FOUND 5/8" RE -BAR W/ 2" ALUMN. CAP BY MONTANA
DEPARTMENT OF TRANSPORTATION
O FOUND 5/8" X 24" RE -BAR W/ CAP STAMPED "ERICKSON 15272LS"
M FOUND QUARTER CORNER (AS NOTED)
FOUND SECTION CORNER, 3-1/4 ALUMINUM CAP
STAMPED "ROEDEL 10999LS"
(Rl) - RECORD PER C.O.S.17512
(R2) - RECORD PER C.O.S. 18697
(113) - RECORD PER PLAT OF BERTSCHI ADDITION
(R4) - RECORD PER CORRECTION C.O.S. 20998
P.O.B. = POINT OF BEGINNING
CERTIBC A TE OF CONSENT
WE, MONTBILL CORPORATION AND BT -OH, LLC, THE UNDERSIGNED PROPERTY OWNERS, DO HEREBY CERTIFY THAT WE HAVE CAUSED TO BE SURVEYED AND PLATTED INTO LOTS
AS SHOWN BY THE PLAT HEREUNTO THE FOLLOWING DESCRIBED TRACT OF LAND, TO -WIT.
A TRACT OF LAND LOCATED IN GOVERNMENT LOT 7, SECTION 6 AND GOVERNMENT LOT 1, SECTION 7, TOWNSHIP 28 NORTH, RANGE 21 WEST, P.M.,M., CITY OF KALISPELL,
FLATHEAD COUNTY, MONTANA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 6, MARKED BYA 3-1/4" ALUMINUM CAP; THENCE ON AND ALONG THE BOUNDARY COMMON TO SECTIONS 6 AND 7,
S89°5656"E,A DISTANCE OF 79.95 FEET TO A FOUND 5/8" RE -BAR ON THE EASTERLY RIGHT-OF-WAY OF NORTH MERIDIAN ROAD AND BEING THE TRUE POINT OF BEGINNING,
THENCE ON AND ALONG THE EASTERLY RIGHT-OF-WAY OF MERIDIAN ROAD THE FOLLOWING FOUR (4) COURSES: S89°56'56"E, A DISTANCE OF 2.30 FEET; N01°56'38"E, A
DISTANCE OF 25.04 FEET; N47°47'06"W, A DISTANCE OF 55.76 FEET TO A POINT ON A NON -TANGENT CURVE; ALONG A 11,450.13 FOOT RADIUS CURVE TO THE RIGHT, HAVING A
CENTRAL ANGLE OF 01000'08" WITH CENTER BEARING S87°47'57"E, AN ARC DISTANCE OF 200.27 FEET; THENCE LEAVING SAID RIGHT-OF-WAY S87°4758"E, A DISTANCE OF 341.81
FEET; THENCE S52°42'05"E, A DISTANCE OF 145.79 FEET; THENCE N89°56'12"E, A DISTANCE OF 154.98 FEET TO THE WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY No. 93; THENCE
ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING FIVE (5) COURSES: S15°05'37"E, A DISTANCE OF 167.59 FEET; S15°10'38"E, A DISTANCE OF 96.68 FEET; S19°02'35"E, A
DISTANCE OF 24.77 FEET; S38°14'08"E, A DISTANCE OF 4.06 FEET; S15°41'25"E, A DISTANCE OF 53.83 FEET; TFIENCE LEAVING SAID RIGHT-OF-WAY S02°5522"E, A DISTANCE OF
1.05 FEET, THENCE S00°01'00"W, A DISTANCE OF 68.24 FEET; THENCE S00°03'09"W, A DISTANCE OF 119,41 FEET, THENCE N89°52'12"W, A DISTANCE OF 49.88 FEET; THENCE
N89°55'08"W, A DISTANCE OF 175.10 FEET; THENCE S00°04'04"W, A DISTANCE OF 127.42 FEET; THENCE 589"4554"W, A DISTANCE OF 137.84 FEET; THENCE N00°00'54"W, A
DISTANCE OF 127.88 FEET; THENCE S89°58'14"W, A DISTANCE OF 360.17 FEET TO THE EASTERLY RIGHT-OF-WAY OF MERIDIAN ROAD, THENCE NORTHERLY ON SAID
RIGHT-OF-WAY ALONG A 11,450.13 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 00'3$'33" WITH CENTER BEARING S89°55'19"E, AN ARC DISTANCE OF
118.41 FEET, THENCE LEAVING SAID RIGHT-OF-WAY N89°54'03"E, A DISTANCE OF 136.11 FEET; THENCE N00° 02'25"W, A DISTANCE OF 124.86 FEET; THENCE S89° 57'01"W, A
DISTANCE OF 133.88 FEET TO THE EASTERLY RIGHT-OF-WAY OF MERIDIAN ROAD; THENCE ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING THREE (3) COURSES: ALONG A
11,450.13 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 00°02'32" WITH CENTER BEARING 588°42'14"E, AN ARC DISTANCE OF 8.46 FEET; N89°57'01 "E, A
DISTANCE OF 43.72 FEET; N00°08'05"W, A DISTANCE OF 109.71 FEET TO THE TRUE POINT OF BEGINNING.
THIS LOT CONTAINS 8.998 ACRES AND SUBJECT TO AND TOGETHER WITH ALL APPURTENANT EASEMENTS OF RECORD.
THE ABOVE DESCRIBED TRACT OF LAND IS TO BE KNOWN AS "AMENDED PLAT OF BERTSCHI ADDITION".
WE HEREBY CERTIFY THAT THIS DIVISION OF LAND IS EXEMPT FROM REVIEW AS A SUBDIVISION PURSUANT TO SECTION 76-3-207 (1)(f , M.C.A. ,WHICH STATES "AGGREGATION OF
PARCELS OR LOTS WHEN A CERTIFICATE OF SURVEYOR SUBDIVISION PLAT SHOWS THAT THE BOUNDARIES OF THE ORIGINAL PARCELS HAVE BEEN ELIMINATED AND THE
BOUNDARIES OF A LARGER AGGREGATE PARCEL ARE ESTABLISHED. A RESTRICTION OR REQUIREMENT ON THE ORIGINAL PLATTED LOT OR ORIGINAL UNPLATTED PARCEL
CONTINUES TO APPLY TO THOSE AREAS."
WE FURTHER CERTIFY THAT THIS SURVEY IS EXEMPT FROM REVIEW BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY PURSUANT TO A.R.M. 76.36.605(3), A.R.M., WHICH
STATES "AGGREGATIONS OF PARCELS ARE NOT SUBDIVISIONS SUBJECT TO REVIEW, EXCEPT THATAN AGGREGATION IS SUBJECT TO REVIEW UNDER 76-4-130, MCA, IF ANY PARCEL
INCLUDED IN THE AGGREGATION HAS A PREVIOUS APPROVAL ISSUED UNDER TITLE 76, CHAPTER 4, PART 1, MCA,"
BT -OH, LLC
Notary Public
State of Washington
Peggy A Paul
My Commission Expires 01/20/2020
STATE OF NAJ kA�l A41 -b Commission No.151975
SS
COUNTYOFY-IRLI )
�
ON THIS 2tb DAY OF JOCN IAAF Y�LO20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC FOR; THE STATE OF M6NfAN PERSONALLY APPEARED
_(7 W (ALE AND ARE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED
TO ME THAT THEY EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE SET MY HAND AND AFFIXED MY NOTARIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN.
NOTARY PUBLIdfF6R INE STATE OF
C ERT§FICATE OF SSUZVE .OR
. ' ONTA) .
ROBERTA.
ERICKSON ; O 0.
m No. 15272LS
•
• •
%tp !/e •: JQ.
•
LpN.,.
REGISTERED LAND SURVEYOR 40 ZoZc�
REGISTRATION NUMBER 15272LS
Plat # 20200009 Abstract# NA
202000002656 Fees: $32.50 by: KD
by JACKOLA ENG
Date 1/30/2020 Time 3:55 PM
Debbie Pierson, Flathead County Montana
APPROVED:
EXAMINING LAND SURVEYOR
REGISTRATION NUMBER
STATE OF MONTANA)
SS fu : 32.5 O
COUNTY OF FLATHEAD)
FILED ON THE -+`.� = DAY OF JAN U I�1Qy t Z
AT 3 ''5 5 O'CLOCK f - M.
COUNTY CLERK AND RECORDER
BY 1� ' t ljj
* 2 DEPU S
bOG OZD 0000 Ifo �
QIA'T � z0y0 OOOq