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CERTIFICATE OF SURVEY

A RETRACEMENT SURVEY OF THE GOVERNMENT TAKE LINE, V29 TO V42; INCLUDING

TRACT NO. PORTIONS OF V-1908 OF DEED BOOK 476, PAGE 537, DOCUMENT NO. 242572;

TRACT NO. V-1990-1, TRACT NO. V-1990-2, V-1990-3 OF DEED BOOK476, PAGE 539, DOCUMENT NO. 242573;

AND TRACT NO. V-1996, DOCUMENT NO. 229646; SITUATED IN SECTIONS 11 AND 12,

TOWNSHIP 152 NORTH, RANGE 93 WEST, 5TH PRINCIPAL MERIDIAN, MOUNTRAIL COUNTY, NORTH DAKOTA.

PURPOSE OF SURVEY·

THIS SURVllYWAS PERFORMED AT THE RBQUll&TOF'flil! UNU'ED S'l'IJESARMY OORPS OF BNGINllllRS, CONTRACT NO. W9128F-07-0-4l007, TO !;STABLISH, Rl!-BSTABLISH, OR REFIJRBISH llOUNDAR.YPOSTSAND SURVBY MARKERS ALONO PREVIOUSLY SURVBYHD BOUNDAAIES OF LANDS MANAOBD BY'lllll FBDBJW., GOVBRNM!lNT.

BASIS QF BRARING'

THE BBARINGS SIIOWN HERBON ARE GRID. BASED ON O.P.S. OBSBRVATIONS

WffHSURVllY-GRADERECl!IVllRSANDRBFERBNCEDT01'HllNOR11lDAKOTA COORDINATB SYSTllM, NORD! ZONJ!, NAP83(CORS96), TAT<EN Al' A RANDOM POINT AT: NORTRL,\'.frfUDE: 48~'09.420"' WESTLONGJTUD6:. 102°31'51.451"

HlS'IDRY Of SURVEYS' I, The ,_ubdivi&k,n of fta<:tlonal TQwnship 152 Nw::th. Ro.Dgo 93 West. 5th PrincJpal Mcri4iWl.

~~~~~;=1~::;a.!:tii;:~s=:i:.er~\.:~8~\~0t Deputy

~~~~==~~7o~~=~i~'i.:~ipa1M~dl~ U.S lloputy S>,myor, in Octobor, 191~ ,.d appn,ved t,y th• SU<Voyor O~ay, 1911.

l . In 1911,(Jeq,goJ. Toman..R.L.S..185,.penbnn.edadependeotresurveymid llli.quotprut subdivision of sc~ I, I l, and 12. e~lishins; the Oovemmcnt Toke Uno. commisaiOlled by

:~':e'n1!.sW:~=.:,rh~C=~~~~~6~~c!5fl:~~~~~:valfubto upop «,quest fum tho U.S. Army Corps of &8,Uteers, Riverdale Office.

4, Bridgeview Subdivision,, pcdormed by Nesdahl Surveying and Engineering. Thl9 doc:wnent

~':i~t~~ :e :tf=~~~T=im~!.lhetimco(mearch, Thie

5. Aaowbead Point Subdivision. perfonncd by Kadnn11a,. Leo and Jaobon.. This doowneot i& a = =~isla~kbi:~M'!o~ ~!;tyco~~= f:m1c':.cd a1 tho time of

6. Replat. of &idgevicw Subdivi~QQ,, Book 1 •Plats. Page 217, fitod Novembor 7, 200 L

7 • .ltivewiew Estntes Subdivil,km, B.ook l~Plats, Page 228, l)rQ(IwneotNo. 323037, filed August 14, 2006.

LEGEND

+ PUBLIC LANO SURVEY SYSTEM

SECTION CORNER ftS NOTED

IH PUBLIC LANO SURVEY SYSTEM

'I◄ SECTiON CORNER />S NOTED

61 V,~BL~E6ft6~ i½i~H lls~5¥to

@ COMPUTED CENTER1/, CORNER

• FOUND \/,IN. DIAMETER REBAR

~ll~T6~E~'i,p; iy,~~T b~~TER

UNLESS NOTED

;a: FOUND %IN, DIAM. REBAR AS NOTED

0 COMPUTED CORNER • NOTHING SET

ff ~iH AA R5t:l:.'6.\:. ~Ri~s

1~AP,

31/,INS. DIAM. (RLS 598B)

(R1l 1971, GEORGE J. TOMAN (RLS 1B5>

SURVHYQR'S NOTES:

I. All bearings and di11tancca shown hereon are measured (M) values, unless indioal.t;ld otbmvise, The distunCC! uni la ahown hereon mi U.S. Survey Feet. The measured distimcea llbown bcrcon am basod oo a local gro1md plane. To obtain grid dutanc~ ttpply a wmhlned adjustment faotor of 0.99984409, bn:ied on an O,P,U,S. M>luticm. taken at a random point at NorthLutit:udo: 48"00'09.420" \Vest:Longitude: 102°31'51.451"

!p~~~·b~~~:X.8;~:t:~~:::O~t~=:;11~!~;21!~~~u:!~·.or1r:.

rr;trt;:: Jttr':!a:~~~ct~:s'~1~~14t:'~;t !1d~~a:1VJt!!~.try m wholly in Lake Sakahwca and cannot be retraced. An error in ooloulallon or an error tn drafting may havo octurred.

l, Tram.No. I'oftlons ofV-l908, Doc\lm(IIlt No. 242!172 lle~cribes two tmcts of land, 10.69 aon:s in ~ccti.on II and 1.65 amc11 in soction 12. Tlw 10.69 (ICfC tract In a0<.tion 11 was rettaccd and foUild lo

!:~u~~1Ifa:dn~:n=~=t°o~::::~~ w1!~!:ec~1~:0~~ full in thci mating road, tbcrcfore I ~tabllahcd the north corner and tho west cornet and 1et 5/8 x 30 =~ f~_:c~i:1~:::::.~at~a..~~~~c~r1r:~~~~!~i-:·!~~ ahown hereon.

4, Tolet No. V-1990-.1 ofQook. 476, Page 539, Document No, 242S73 waa rctmced du.ring thil' survoy and found to be ndequately mouumcnted and confonnlng to tho legal desoripti011. The s:mithwost comer ofTnlcl No, V-1990-1 appe!\r:, to have been monumented u the comer common

1!r~fJo: ~1~9~u;'P~ to~~~:~!!~~!!~.:;110.~YR~~!f~~ so~i~':t

Subdiviaion a, oomcn common to the northerly and we5torly an,gle point ofLol 11 offuook 2 aad the 1ou1hwcstcdyoomm"oflot )2 ofBlook2, Rl!lpoctivdy,

5. Traol No, V-1990-2 of Book 476, Page ,39, OocuD1,cntNo. 242573 WllB n:traocd during this rurvey. Tho majority of Traci No, V-1990-2 ia inundated by Loko Solcakawea, therefbre only the enslorly ltoundtuy oould bo retraced. The aoutbcut comer ofToact No. V-1990-2 wu recovered and dehmoined to be oomer "V36" of tho U.S.A.C.E. survey perfooncd by Mf. Ooorgc J. Toman.

R.L.S. 185. Tho northeast comer and dte auglcloint on the cast boundaty of Tract No. V-1990-2

~~::~ ~~v::!:~~yar=~= and-sl:~c!11~~i::~~er ~;;;~~ily occupying tbo point for th~ CC1\ter-a.11t one-sixteenth come( of section 11. The nngle polul on the

::V'::::r~~b~d~~:~ ;:c~~;~~~19~-= ~~u!~c~:~C:s1 comcrofTractNo, V-1990-2.

~~t~~~j~~ :{fnic~ JJ.6v~1l~l~; t=t~ :0i:;1~:~w~~:0~1-=~tho :8a'r~~:t~:~=p~o~~~~~~i0~c1

1N~v-1=)1t~=:':~th':1 westerly bounduy of Lot 17 of Blook 2 of Arrowhead Point S1.1bdivi11ion and wu likely monumcotc:d at tho tim.o of &aid aubdM11ion. A point on lino wu eatabUahed on tho northefly bo\llldacy ofTraot No. V-1990-3 n~ ahowo bw;on, ~J':o~!;,J=·tw':'°.;:~f0~r:~~i9=i:=b:!:dy~n1c~=~~D and correlntion to verified monumontalion. The soulhweflterly comer of Tract No. V-1996 ~ oo a ateq,, eroding bank. thcrcfcw I catabliahed n wihle&!i com.er S feet south and on line as shown hcrtan.

VlCJNITYMAP-NOl'lO SCA.LB

ARROWHEAP POINT SUBDIVISION

RBCORD LINE TABLB

fOUNO AN IRON PIPE, 1 IN. DIIM. , NO CAP

LSMR ON FILE

1 248

WITNESS

POINT

60.00'(Cl 507

POINT FN-LS \9~•\Cl I 500

N88•3♦'27"W 1321.24' NW1/,, NB8•30'35"W 616,31'(C)\,.,_s1~ \II 204.00'(Cl NB9" 57'50"E 2640'CR1l IN ROAD\ • ").o"'il 1~ .

~'1 N01• 2B'10"E

1320'(R1l 23 5 476.31'(C) 7 508 N B'>0'35'1W"'o/5Yo5'lc C-NY ..

140.00'(Cl 2 38 V41 ::~~fi~~~r:~Pu;~~m-; WITNESS POINT 1320'CR1) PORTIONS OF ~~~fr~lff~

RIYERVlEIY ES1M1>'S S(lfW/YIS/ON

DOCUMENT NO. 323037

Do[-Jlifs12 f~TJ~~1~~·

LSMR FILED

CONCURRENTLY

I INCH a 300 FEET

J~ ----·-300 = . 600

<R2) ARROWHEAD POINT SUBDIVISION

(R3l REPLAT OF BRIDGEVIEW SUBDIVISION

LOT t6 i2 ~

LOT 17

N

"' 0:

::i b ., !I' "' "' ., "' 0 ii, ~ N z :il

CALCULATED POSITION F"~&Tg~E~;p~-~~7J::i~ POINT FALLS IN ct/-4 S89"50'59"E(R1} LSMR FILED CONCURRENTLY

_LAKE SN<H<A~~I ~~--~~- 500 Nae• 201J111w 787.04'(C)

V38i 5.32-9~'(CI 502 "KJ. 7B7,04'(R1) 2 18

~ I 532.90 (R1} A1 '-N51· 03'24UE C-E1/I

~~ I \g ,.. 92.191(C)

N~ V- 1990-2 ~ ~~ R2L4 I:

~£ LI DOC 62.42573 ~ i~ ' z.. S89·46'47"E ';/; - 1

V>7 ~~~]~ 2 16 V36 I

FOUND STEEL T-POST WITH 215 ARIWWHEAJJ POINT

A BUTTON C~ (•216) BEARS ~ SUBDIVISION

Nee•24•59••w 27.64- FT.DIST. r<'l 1

-t---; ~ :3-"11' 'b"I ii'~ :: ;,'G, ';,_,-, ~ ~ ~ ~~Wit~TE() NYIO.~IO 1• ~ v:. POINT FALLS IN ~ .j_ LAl<E SN<A!<AWEA

LA.KA' SAKAKAWEA i '! ~•;':<, 1 o.,:,.:

0 ~ ":.t 1 ·>-,, "''Js, QV3~ ~o~3,f~oo 22s rnACT I "' Y- 1990- 3 _1----iJ N

DO,: #242573 , ~ ~

NOQ• 02'2B"W ----i i:; n 473.60'<R1l b_ z

2 12 34 --,2T1i'3 .... -<o-'-''f;:>;-';";f-+'""-,r;>, SB9' 4B'59"E

543.0B'(R1l

DETAIL - NOT TO SCALE

l,OT 18

~ 0 t:, (l>:l g :.. 550

BLOCK 2

ARROWHEAD POINT

SUBDJYES/ON

LO'J' 19

WITNESS CORNER

SEE SURVEYOR'S NOTE 7 .

5 i S

.RIVERV/Elr

/;I/A/ETERY

REPLA,T OF RRIDCI/YIEIY

SUBlllYT,9/0N

BOOK I PLATS, PA CE 217

R/Vl/RVIEIY

CI/METERY

§TATE PLANE COORDCNATES

NORTH DAKOTA COORDINATB SYSTEM, NORTll ZONE, . NAO 83(CORS96). U.S. SURVBY FEET

LAND SlJRVEYOR'S CERMGAJB·

I, Daniel 1. Boers, North Dnk.ota Regiatarcd ProfcsslomU Land Surveyor Ucm111e No. LS-5988, borcby certify tbat dtls au.rvoy was performed wider my direct supervision from M(O' to July 20t0, CERTIFICATE OF SURVEY NO, 1 SECT ION SEC TION/S TOWNSHIP RANGE

PROJECT NO• 3B05.005 SITE C,-1 _ _ _

FIELD WORK• DB, RD DATE: 11/05/10

DRAWN BY: _ _ J_W__ SCALE: _1_1'_:..1.QQ'.__

CHECKED BY• _D_B__ CL IENT: EA

12 152 NORTH 93 WEST

MOUNTRAIL COUN TY

5 TH PRINCIPAL MERIDIAN

SHEET _ 1_ OF ___ 1_

I

PLAT OF OUTLOT 51

NE1/4 NE1/4 NE1/4 - SECTION 11

NW1/4 NW1/4 NW1/4 - SECTION 12 TOWNSHIP 152N __ ___;__ __ _:___ __________ _ RANGE ----=9-=-3-'-'-W _

PRESENT 0WNER ____ u_._s_. _A_R_M_Y_C_0_R_P_S_0_F_EN_G_I_N_EE_R_S __________ _

_____ 2-+_1~ SEC . .:.:,TIO;;;,;.;N;..:L;;;,;IN;;;;.E ______ _

11 12 w z ::J z

NE1/4 NE1/4 NE1/4

6 w

35.86'

1 h SCALE lJ 1" = 100'

0 SET IRON PIN

e EXISTING IRON PIN

OUTLOT 51

0.79 ACRE ±

■ EXISTING C0NC. MARKER

r-..

CI?

r--

IN

I

NW1/4 NW 1/4 NW1/4

BASIS OF AZIMUTH

CURVE DATA

Rad .= 50.00' Chord AZ 172°37'32" Chord= 54. 77' Len .= 57.96' ~ fl / "'

VICI NITY MAP

NTS

L_L ______ _J_

WIiiiston - Belfield

AmerfT'ech Ervneerlng Corporation

PROJECT NO:

99-024 3 9 99 M.K.H.

DESCRIPTION OF OUTLOT 51

NE1/4 NE1/4 NE1/4 - SECTION 11

OUTLOT NUMBER 51 OF NWl/4 NW1/4 NW1/4 - SECTION 12 TOWNSHIP 152N

RANGE 93W MOUNTRAIL COUNTY, NORTH DAKOTA, DESCRIBED AS FOLLOWS:

A TRACT OF LAND LOCATED IN THE NORTHEAST 1 / 4, NORTHEAST 1 / 4,

NORTHEAST 1 / 4, OF SECTION 11 AND IN THE NORTHWEST 1 / 4, NORTHWEST

1 / 4, NORTHWEST 1 / 4, OF SECTION 12, TOWNSHIP 152 NORTH, RANGE 93

WEST OF THE FIFTH PRINCIPAL MERIDIAN, MOUNTRAIL COUNTY, NORTH

DAKOTA.

HAVING AZIMUTH MEASURED CLOCKWISE FROM NORTHERLY WITH THE

BASIS OF AZIMUTH BEING THE WESTERLY LINE OF LOT 1 OF LITTLE KNIFE

COTTAGE SITE, FILED ON DECEMBER 10, 1968 AT 2:00 P .M. IN BOOK 1 OF

PLATS, PAGE 101, WITH AN ASSIGNED AZtMUTH OF AZ 139°25'0o'' FROM

THE NORTHWEST CORNER OF SAID LOT 1 (AN EXISTING CONCRETE MARKER)

TO THE SOUTHWEST CORNER OF SAID LOT 1 (AN EXISTING REBAR WITH CAP) .

SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT 271 .87 FEET SOUTH OF AND 35.86 FEET WEST OF THE

NORTHEAST CORNER OF SAID SECTION 11, SAID POINT BEING A SET #5 REBAR

WITH ALUMINUM CAP;

THENCE, AZ 139°25'00" AT A DISTANCE OF 141 .18 FEET TO A POINT ON

THE RADIUS OF A CUL-DE-SAC, SAID CUL-DE-SAC HAVING A 50 FOOT RADIUS

WITH THE SOUTHWEST CORNER OF LOT #1 OF SAID COTTAGE SITE AND THE

NORTHWEST CORNER OF LOT #41 OF SAID COTTAGE SITE BEING ON SAID

RADIUS, SAID POINT BEING A SET #5 REBAR WITH ALUMINUM CAP;

THENCE, SOUTHERLY ON SAID RADIUS, AN ARC DISTANCE OF 57.96 FEET,

IMPOSED ON A CHORD AZIMUTH OF AZ 172°37'32" A CHORD DISTANCE OF

54.77 FEET TO AN EXISTING REBAR WITH CAP #1241;

THENCE, AZ 237°49'32" AT A DISTANCE OF 171 .85 FEET TO AN EXISTING

REBAR WITH CAP #1241 ;

THENCE, AZ 319°25'00" AT A DISTANCE OF 161.87 FEET TO AN EXISTING

REBAR WITH CAP #1241 ;

THENCE, AZ 49°25'00" AT A DISTANCE OF 200.00 FEET TO A SET #5 REBAR,

THE POINT OF BEGINNING;

CONTAINING 0.79 ACRES MORE OR LESS AND SUBJECT TO ALL EXISTING

EASEMENTS, AND TO BE KNOWN AS OUTLOT 51 , WITH THE INTENT THAT

THE EASTERLY LINE OF OUTLOT 51 BEING PARALLEL WITH AND 20 FEET

FROM THE WESTERLY LINE OF SAID LOT 1 AND FURTHER REFERENCED

ON CORNER RECORDATION DOCUMENT NO. 595 FILED SEPTEMBER 23, 1996.

SURVEYORS CERTIFICATE

I HEREBY CERTIFY THAT THIS PLAT WAS MADE FROM AN ACTUAL SURVEY DONE

BY ME ON AUGUST 23, 1996 AND WAS ORIGINALLY DRAFTED ON 10/15/96

AS P JECT NO. 96-173 AND SIGNED ON 10/18/9 .

L

REGIS

STATE OF NORTH DAKOTA

"~o J. I-lo Q

NOTARY PUBLIC

WILLIAMS CO. NORTH DAKOTA

Amer1Tech ~nearing Corporation

PROJECT NC

99-024 3 5 99

WIiiiston - Belfleld M.K.H.

PLAT OF OUT LOT 52

NE1/4 NE1/4 NEl/4- SECTION 11

_N_W___,1 /'--4_N_W_...1 /_4_NW_1-'-/_4_-_S_E_C_TI_ON_1_2 ______ TOWNSHIP __ 1_52_N ___ RANGE_9_3_W __

PRESENT OWNER _________ U_.S_._A_R_M_Y_C_O_R_P_S_O_F_E_N_G_IN_E_ER_S ____ _

f w 3:

NEl/ 4 NEl/ 4 NEl/ 4

NOTE: ALL SET IRON ~

PINS WERE ALSO LOCATED '""'"°

WITH CONCRETE POSTS.

0 SET IRON PIN

e EXIST, IRON PIN

■ EXIST, C□ NC, MARKER

NORTH

2 1

Nw'l/ 4 Nw'l/ 4 Nw'l/ 4

CURVE DATA

RADIUS-50.00'

t w

CHRD. BRG.-ss2·os' 46"W

CHRD. DIST.-83.88'

L- 99.50'

- 41

POINT O -.

BEGJNNI

OUT LOT 52

0.74 AC.± '

SOUTH

DESCRIPTION

SCALE 1"= 100'

NE1 / 4 NE1 / 4 NE1 / 4- SECTION 11

OUT LOT NUMBER 52 OF NW1/4 NW1/4 NW1/4- SECTION 12 TOWNSHIP 152N ----- -----'----'-----'-------

RANGE ___ 9_3W ____ , MOUNTRAIL COUNTY. NORTH DAKOTA, DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT 433.41 FEET SOUTH AND 63.01 FEET EAST OF THE NW CORNER OF

SAID SECTION 12; THENCE S5T49'32"W A DISTANCE OF 171.85 FEET TO A POINT;

THENCE s40·35'oo"E A DISTANCE OF 150.00 FEET TO A POINT; THENCE N55·22' 48"E

A DISTANCE OF 241.89 FEET TO A POINT; THENCE N40'35'39"W A DISTANCE OF 104.65

FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE NORTHWEST HAVING A

RADIUS OF 50.00 FEET; THENCE ALONG SAID 50.00 FOOT RADIUS CURVE A DISTANCE

OF 99.50 FEET, HAVING A CHORD BEARING OF S82'08'46"W AND A CHORD DISTANCE

OF 83.88 FEET TO THE POINT OF BEGINNING IN ACCORDANCE WITH THE ATTACHED PLAT

CONTAINING 0 . 74 ACRES MORE OR LESS.

I HEREBY CERTIFY THAT THIS PLAT WAS MADE FROM AN AC

DONE BY ME ON JUNE 13, 1996 AND THAT TO THE BES

SAID SURVEY IS TRUE AND CORRECT.

KLJ COMP. #88501