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NW CORNER N 1/4 CDR
SECTION 28
SECTION 28
T30N,R99W T30N,R19W
(IRON DISTURBED, RE-POSITIONED FROM TIES)
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W 1/4 COR ' C 1/4 CDR
SECMN 28
T30N,R49W N 89415112"W MOM' n SECTION 28
z 730N,R19W
North line of the SW 1/4 (ALUMINUM CAP CEMENTED ON 2°X30'
IRON PIPE 14EIGHING 3.85 #/FT., SET)
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NORTH BENCHMARK
EIEVATfON 774.90
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- . ~ u , du r me r4N i/4 of the NW 28 /4 of the NW 1/4, and in the NE 1/4 of the NW 1/4
of Section 33, T30N, R19'N, Town of St. Joseph, being
778.88' 776.888 l v l s . i od), and tapering to a width of 18.5° at the North end,
the location of which North end Is Indeterminate per
x he Trcult Court .5 in width at the South end (at existing Perch Peke Rood), and taper
s cbcN- Mast describedp (nt of begnn':ng; kthence7S f 1340'W (becOng t re31, ed August 31, 1977, the traveled
center time of which roadway Is descr:'bed as follows: Beglnning at the
fe presently travelled Perch Cake Road and to the paint at ferminoticn of ea t (becOng reference cs
stated above) 13$.1', more ar leee. rfcnn mnfd ,._..a_..
40 _LSOUTH EVA O78 783.63 BENCHMARK
rn ' N• LEVAitp"d E AREA TO WATER'S ED( ® being suC,'eat to the ebave stated
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2592694 SQ. FT.
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7431.45" (214 + • p s~ ggppcrr}} ~y c
m 1 yy SC,t.127'00"E
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24•+ 6 l 28.72" 1133.28' South line
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Val. 495.. Page 629 ` N04°54'20`W
Vat. 433, Page 321 to
m 117.99°
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N972923°E 17M 4° Vol. 690, Page 370 VOL 442, Page 187
t ¢[F#t.-- S8T31.32 ( '1 }
582'4?"P 0'E 590.32• .
1 138.42 ' k
CABIN
t 587'20'36°°N ni F11 t011..p7`ef l 34.88° v ^S
DECK - 1~ Iaau
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Vol. 621, Page 596 22't 28'±
Vci. 417, page 26 p~
Vol. 668, Page 576
tk O .`N~~ Ij •il~ SURVEYCR'S t!0'~M Eecrh!V .-,d :'stca~<ea 6et,e f and as
i
t Q- 35.4t'E ca+ be kvrd 'n the Me.rumma ctteQ. and fa mIP&al tarn tf
4b f ICP 116 tteld vcrt fm evc"chle °x "nr- _Um at thm County Surv )tem 158.31
8 n SORVEYOWS NOTE: 1° . n , ve described SCUTH PORTION is not determined by my reading, and so is descried
seperotely from the
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Location of the access road through Government Lot 3 and in the N 1 N09'08'S2°E ~ (tP P °i_ w Vatl.
828. Poge 389
irl me Fr if2 of the NN 1/4 265.21` Val. 265. Pare 348
of Section 33 is determined by physicof location of the exisUnq centerl
offldovit recorded October 1, 1973, in Volume 503, at page 514, as do,
318759, and a photocopy of the receipt, purport to convey said road
Audette to Thamcs 'M, Davidson.
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a. CURVE CENTRAL RADIUS ARC CHORD CHORD TAI
NUMBER ANGLE LENGTH BEARING LENGTH BED
3 22'09'52' 700.00" 270.79° N72°48'36"E 264.Y 0° FdG1"
N
N04'a 6574' 570.00" 168.64' N0040'20"E 1602
04'4&'58° 700.00' 519.52` N09`47"49`G 199.37' NW4
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+~t~tat°'riit~ ~C:aLE rrN\vrrM I Y ;>UNVE'Y FOR
raashea it jp r 0 156 225 300 440
yp~ 756 PROPOSED PERCH LAKE
1
NO113'40°E N0713'40'E f' LOT 1
538.OB' 63.75' I
SW CORNER `(11 f~fTr/ M n -r
SECTION 28 1296M
TWM19W _.._....n F . IN FEET
i inch = 150 M
South lino of the SW 1/4 - he SW 1/4
S89039'05"E 2582.10' SECTION 28
T30N,R79'N
k PERCH LAKE ROAD
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