HomeMy WebLinkAboutBoulder Pointe - 04170 BOULDER POINTE
"' ; rAccre+ions +o Gov't Lod 4 , Sec. 21 C•R• DOt/• NO.
• BENCHMARK:
' I I Double spike in the southwest face of an 18" oak 100 feet + westerly of the
! Southwest corner of the Northeast Quarter of the Northeast Quarter of Section
RED ROCK LAKE 21, Township 116, Range 22 as shown on sheet 6. Elevation = 834.33 feet (NGVD- 1929)
III 1
Ln
Red Rock Lake water elevation as of December 12, 1988 = 83Z95 feet (NGVD-1929)
Red Rock Lake highest water elevation is unknown.
1 \ - Shoreline as of Dec. 12 , 1988
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Shoreline as of Oec. 1988 ' 1 +� r% // \� s3) 3S, e�> '' 1\ 4• rZ Q.2�0�� \\\ ��aTch��hee{ >
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2
° 5,k :` ..............\... I DG�6lky \\ \` SC'�ee
CD 1oj1 Ooo /� 2200
RED ROCK LAKE \ /' // 13 12- // / c�3
�'•.,':/ / / Drainage and utility easements are shown thus:
9± c v'
The west line of the Northeast Quarter of the °2 � , /
IS!Northeast Quarter of Section 21, Township 116 \ \i a k `/ 5
North, Range 22 West of the 5th Principal Meridian
has an assumed bearing of North 0 degrees 40 minutes �'� O / ✓ ` 50 0 50 100 g
36 seconds East. \ \O'/`
\ S / SCALE IN FEET Being 5 feet in width, unless otherwise indicated,
\ / and adjoining lot lines, and 10 feet in width,
o - Denotes iron monument, unless otherwise indicated, and adjoining street
12 ± < lines, as shown on the plat.
SCH0ELL & MADS0N , INC .
E N G I N E E R S & S U R V E Y O R S
SHEET 4 OF 7 SHEETS
BOULDER POINTE C. R. DOC. N0.
L=132.75 �'r' S4/C/77 $ OG3q1 . =49�41b �04
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S5o 95'21" ........ 2 J -q 9 .320 . _- - — __R-gg200 cv
,2� .. ��n �� ` 3h00 C�w1�ZC ROAD t '
,�j •.- �',.��, reeoFi olr2 :1 ' 2y / Po�l`� G 49°41'00" R=357
ee g°j ayrt 3'>�' GR _2999E' L= 137.75 °O
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cam, c°9 �"' ° =22 06'26" 24'
L 5 q L................. 3? �2 2 9 w 9�D p° `' 3°°j' �36j�g /
54,50� o 0 0 9'vf A o'a tn2 �S. %35 6 ,3g
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\ G v I / / 3099\0030It 0° 00 �f. / :._ ..l I 0 / /
SCALE IN FEET + Rio / / m 4r c', x
0 so 6.°' •�� / /� �� /O .., 1 ... ` 246 9/PO/N 99 00 / a, �j \\
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000 ` •.•.. f C. >g \\C?r'i o`rX� 6e °o
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oO47 / / ��� 290.0 3<``9 9��5' qOk\\
N / / 6 299 3, 9\3Zi9 0'
o - Denotes iron monument. ` ...• �W- / / 17 0/ %\ c'2 >9 \ /�'o E
\`' /,hp 1��� O \\ 6 doh ghee
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Red Rock Lake water elevation as of December 12, 1988 = 837.95 feet (NGVD 1929) / C7 m o11
Red Rock Lake highest water elevation is unknown, ✓ / / / `t �4 rn'/ / Clap
p 0'0�9 '° �• �p 's
n� S ° N�/
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BENCHMARK: \ �2.38 O �O, 1 0
/ / / �� Rp X / / 0�2� N A p �°
Double spike in the southwest face of an 18" oak 100 feet + westerly of the 2 / / ti' D 20
Southwest corner of the Northeast Quarter of the Northeast Quarter of Section 192 < 623 /,''' t.. h 0 ro
21, Township116, Range 22 as shown on sheet 6. Elevation = 834.33 feet (NGVD-1929) \ \ io // g4 25Line
07" W_ // N�o°I 29' S72�8���� / (` 0 o O o
+ ... ...140.21 •- ... z i -.. Q L,59' 3Cj a i rw
Drainage and utility easements are shown thus : \� 1`� - ^\� i/ �� C,g9a5,y'00 - ---�_ 26 ' 2S` m�
n 46.01
O 43.00 nE 21 S1001'21 p�G)
_ u� G� -Tjg1o01 29
L'39.7q �_ ° �s0 U ar
7 --T _ / u..--_• N8/o Q=45o.p 5o.y0p„ --- I '
o � � _ _..2 9........
Being 5 feet in width, unless otherwise indicated,
and adjoining lot lines, and 10 feet in width, The west line of the Northeast Se �ch �'ne
Quarter of the e Sheet and adjoining street lines, as shown on the plat. Northeast Quarter of Section 21, Township 116 ?) - Line be*ween Gov+. Lof 4-
North, Range 22 West of the 5th Principal Meridian and Gov+ L°+ 5, Sec. 21
has an assumed bearing of North 0 degrees 40 minutes
36 seconds East.
SCHOELL & MADSON , INC .
E N G I N E E R S & S U R V E Y O R S
SHEET 5 OF 7 SHEETS
—Match Line "H "
(See Sheet 5)
c ( �C4poS6 ", � J� - 0 1% S0�33'S0"E
N •,\ 32i 49 0, ,- ;r o, C. R. DOC NO
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°O� OS-- o�i ..........s Mo ch Line Ili lr
; OD0 �� cy°' poi (see Sheet" 5
y0 0� and Shee+ Co )
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.`r� Pa %/ S D N
.......... tx _
BOULDER POINTE
00
S�o� Surrey Line No 6 N. Line be/ween G-,. ovl Lof 5 Qlnc/ `
j \i old. �Q CL aN 0 Qovf Lot 6
04
SO041 '47" W-
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�� _....` (n 100. 0 100 200
n 02
`��. ✓2 ...299.33 r1E p O '�3
s1�o18.go 0 6 = "SCALE IN FEET
0 �9 O
o
r \•O„'o. 1 ( 0
o - Denotes iron monument.
03
2 `N
35};�\ The west line of the Northeast Quarter of the Northeast Quarter of Section 21,
0 m O Township 116 North, Range 22 West of the 5th Principal Meridian has an assumed
M �u_ bearing of North 0 degrees 40 minutes 36 seconds East.
() P N
�\ N N
o BENCHMARK:
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32r j9, Double spike in the southwest face of an 18" oak 100 feet + westerly of the
L r Southwest corner of the Northeast Quarter of the Northeast Quarter of Section
O` 0i N 21, Township 116, Range 22 as shown on sheet 6. Elevation = 834.33 feet (NGVD-1929)
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:•' .— Easy line of fl-ie iuesf 300.0o f'ee� I .)
Gov+ Lo+ G p Sec. 21 T 11(c ) R.22 I ; ; \ O rr \1i__(••_� CI r^p�•:n ��. ,hr .- 0
C SO 21'2/ W v9C_J : .�Urai .i:�L. /11 \VL_- tD
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�� � •., 1 •' ` ;• ' ' •--- 1308.E -•--- _.:,. .
-_ ._.. _'_;\ i •� x is �;• \ 'q�.
>x V \ \N0019'5211E I - ''29.90 a Q/ y� r
.�' Line parollef wii'h Me wes> fine o` 1 �c
of the El/2 of the SW 1/4 of Sec. 21 C �o ,��/.• 3
0
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ttr\� �Q30F o� v o
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Red Rock Lake water elevation as of December 12, 1988 = 837.95 feet (NGVD - 1929) 01 � m �J acO�jc Z ; �m
of om m C, n �� r- �� V 4j�0
Red Rock Lake highest water elevation is unknown. o� cow Q; 93,S f ./ m� yl *
mi �N Ot1TLOT R, z O 3g (0(Do co
00
?, 06�0� ..:. :...;....' \........7GOQ',
W. line o/ Govf Lol 6� Sec. 21 — . I J� 33 ���
NO°21'21"E 1183.98 ' '.
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1219422 •••--
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SCHOELL & M A D S O N I N C , ,-; 1_ _ , ,._ \ W. line of the E//2 Of-& 35.24 ./
E N G I N E E R S & S U R V� E Y C. R S SW%q, OF Sec. 21 /
4_IJ l_IV Ir_I_\1 Ili N� 1 I•\4L/r V. \
SHEET 7 OF 7 SHEETS
BOULDER POINTE ;w C. R . DOC. N0.
10 V .
o° :.
100 0 100 200 n . �., m V
v /
SCALE IN FEET {/
-West line of the NEV4 of NE '/4 , Sec.
B6
o - Denotes iron monument. w ..-NorthLuest corner of the South 70.00 `
9 fee+ of the NE /4 of NE'/4, Sec.
.- Line parallel with the south line ok0N\' CK
of the NEV4 of the NE '/4 of Sec. ��j 29 (V 00
SW corner of NE '/4 of p v�� tio�I
+he NE 114 of Sec. 2 ) -
N89 39'23 E 0 S / :o
The west line of the Northeast Quarter of the Northeast Quarter of Section 21 , ° 1 �' v; i ' `
Township 116 North, Range 22 West of the 5th Principal Mridian has an assumed 4 is �• ._ - --394.300$46 - - 114. Ifo•• y�m0 0� /
bearingof North 0 degrees 40 minutes 36 seconds East. d> i� ' 2? : i} 3�•58` , 66.58 tin �/
9 36,E 2 c..., ., .. m 01 O B ' N7°40'35°W r NNrn
_.
Benchmark Tree -...., TOOT00,A..
U 30. _�....693.55..._ v gym..._ �..
•.. W.....- <.•..... odd. .. y .. _�— . .
BENCHMARK: 1
1 _ w N8 1 --- �/ `-Sou+h line of the NE /4 of +he
G 9pgq 00 ` 1 0 �5.98 - 1� Ij/ N E %4 of Sec. 21 , T I 1 /o, j2. 22 N
-'
Double spike in the southwest face of an 18" oak 100 feet + westerly of the qA 0 1 R" 325 �2..._ i o ROA 7, 5C' - Ll
'b0o51 G s 3.00 _... 3A• ° , y"E k ' ': N ,:
Southwest corner of the Northeast Quarter of the Northeast uarter of Section _
Q Q L'- ;�
21, Township 116, Range 22 as shown on sheet 6. Elevation = 834.33 feet (NGVD - 1929) , p- Z7.�q 00" R- - ..-•. 1 "'- -NS2 �on9e y..• y. j'o r--- - ...--- — '
00 ! a0 y\- &q`\�` onsj`gCK
a` QON'
\500I 02 An utto 0 s pN \ ~
kG� h¢k �Jl \` -�qo L$ 1 cJD ri�r�'. �,0,"?(b U; \� i' W03 ( LU v
Gr �� 6-0\ /` V
ro N 4'
2oGl 1�� 147.04 oN\ •NO` 0
i'•, .5C' A'q2•. y:' \ C�14(oZb73�,�'•
N� i � 0 ._
AO 62°5 iI o` .._Cer4erline of Mitchell Road
0 / �e✓`` - ' I4 �� � � ;' as now laid out and traveled 5
0 ` 0 'L QG'J9 ?� 20\
�ONJ No SsZ 1C1 o2�'t, �O \ �A ��,
\ OSSWO o \y�q o' qoj - \\ ��o ` ,.;:: �.` •\ ��S? o'- P.O 3\
O S 9-,'� �LZ 2\. O ,y\ a O F8 @@St L= 142.15
�9 .. rr. O q\• 2 °J q0 �0. „�O p a ,\\'O,`E 4� •�� �9r 2�9 `?0 / '9G 6 / C = 13.52
S�9 a 2�oh G �` O y 20 O 6`. 3.,
W. .•\ 0 \ 0. l,'.'�i ob h•6,\ 2 9 2 6 O / i v a / =�5 34 Oo ,.. ✓
124.22
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13 -57.92 -'`— - e - � 4 a.. -. 402.5/--
6 -
_..... 3660.33 ...... S89°26'/O52.45"W ` ,...... ..
S C H O E L L & M A D S O N INC . -South line of the N Lot 3 and the 52.45
-South line of Govt. Lot 5� Sec. 21 �, ='1 / sou+h line of the NE '/4 of Sec. 21, `'
E N <;> T 11lo R. 22 /;� 3 03 G E%4 corner of
G I N E E R S & S U R V E Y O R S / Y6�02702 W Sec. 21 , Ti16 , Q. 22 -`
/1;,
SHEET 6 OF 7 SHEETS
BOULDER POINTE
C. R. DOC. NO.
. y5
• �� f•'jafc� L lee}
,i- (See Shin
m�
on
250.00
S89°1924 E- ro
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�\ eel / "'� `. c➢3 / �r I Co m
C<�ee X-1 \\ o et �9 �. 2q °fig 31 E/ I I N
/�11� 00 �2y\o� 9\ / Ceee /�// N\�S9,v� Q�. �/' `01
10
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28.97 ( 00
/ 25 \ /; ,26 6 9\O \ N25°07'39"W m Q J
l \ 25 ' �...... '
Drainage and utility easements are shown thus : v \ o \ / ly66 to\i\� o 2f0.00 D O
N89°19'24"W
II >9 �............�O - o o
iQoo1' Ao VeAr -�i �' 0(r4)
• / ip ,� / %, „� j on
0 n i0 .yV
Zry
0
rp
0 7J \..............T 37.86
-IS W p NW 1 D I P \O / / /�6 5g -.•-t p WO N4l°23'/6'�W II' LJZ
Being 5 feet in width, unless otherwise indicated, sN = �. �O "' ^ cn i \ /� / t.- '•/ � \ a. 7
and adjoining lot lines, and 10 feet in width, U v N d9 crN W�WIn 26 \ \ / 37.86
and adjoining street lines, as shown on the lat. w 0 O ` �? / SS'5202 E .,•••.--
J 9 p 6N o mi\ p ' h,Ib
�.. 2 o O^ ,`L\ ice. \ ! /// /�� ' IO 50°°--�%D<e o J , '1cn �10/ m LL
/
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----- : 25" 25 � � ' \y\ �2j/' / / \ �\ t,:�;1°1 03a /--•�... J
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LP
S Nov qh rk / /66 \ O 55i / <, 6 0 \k 0°'� N - ' i �/: N S N
C�\ 3� 51�\ \ 40.0 aD + N
00.00
: 25 N25 . :.I% / 1 3 - -••--•--• ------ ..
G: 1-1.2
.. - - / \ / /
0 \N /
' . ..119 2 2 .. ... 9e ''•. i' v
� 38 � 10"660\ �670 2 39 .� � N89°¢5'2Co"E ..•:� �O I 1
N_ \
......... 41.22 �1�/ .. 49�3 \ i II S n
L..... I 'k/ �i�lr J pl
::.:.... . ..........._ 27 \.o ---�- i
r/�9 01'
° 24 '_N89°39'23"S � 6°21 00 '
110
O �A NN .. v, \O and Govten 5vt Lof 4 Rd �`�II10 �9 0
No AL_ \ 8 \ / 0 .......
0 V'- hQo0 00 I � Ni 4`402g$n i�l�. O. �..�6�30 \ I Q �' / LIP
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d G �50 0 ,m V 0 4 01!MZ pS ,cJ\p d� \ 9 3 v+ "1 / / 00 °G✓I rLp
9- ' 0 O, : In oI°b 0 d IZP\�N '`' � Z (0I r / ' i pC� R`9� p1 Gv OS, vJ
Q (� :'' S 79 6 ooi, Ei= a p O ° Vzo
O \\�° �° o rl IN //c ....- pr o30 p C3p8�1 S11o�1
40 d p1!J N85°23'44"�%_— \ I I� �/ / O� G
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Q 25 `` 12 �:I�j t i�%4J0o, / s
25 :' N\ I 1 \
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1 oh k9Q p, / /NNE \ \ \ ....... ••� �// \\
0 n O t V 6 2y' \
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Np rya /oo0 ��o��s \\ ge Eoy \ o p �O\
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�O oM°' !h0 NR'' A O Z36'o \�� �Jk`\\\� 10
ti 0 .. 1k
m 0 O \\ \ y g BENCHMARK:
° IV ro
Double spike in the southwest face of an 18" oak 100 feet + westerly of the
�� % �•, G Southwest corner of the Northeast Quarter of the Northeast Quarter of Section
O 21, Township 116, Range 22 as shown on sheet 6. Elevation = 834.33 feet
h 0 v Jv' v o`er �S \\ \ // Q3 5 (NGVD - 1929)
Ny O 0 \ AQ ^� �O i3\ \9 c�65T \ \ 2
V o - Denotes iron monument.
a a• p
C , 00 S>zo 19 ., / �63VV
' \
50 0 50 100
23b °2��`'� \ SCALE IN FEET
to
\ G
r'L/Q 09S� RSA 2�3 Q! The west line of the Northeast Quarter of the
S' O 22 GG\�o Northeast Quarter of Section 21, Township 116
�9` o9' r�,'L�9 39 \q\. North, Range 22 West of the 5th Principal Meridian
S-I'> eel / �0 \; 3ti has an assumed bearing of North 0 degrees 40 minutes
11'CV;111 tx S5 2�A' 36 seconds East.
SCHOELL & MADSON , INC .
E N G I N E E R S & S U R V E ' Y O R S
SHEET 3 OF 7 SHEETS
BOULDER POINTE
C.R. DOC. NO.
KNOW ALL MEN BY THESE PRESENTS: That Robert H. Mason, Inc. , a Minnesota corporation, fee owner, and Norwest Bank STATE OF MINNESOTA
Minnesota, National Association, a national banking association, mortgagee of the following described property COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this < 3tk day of
situated in the State of Minnesota, County of Hennepin, to wit: 19 89 , by Randal W. Travalia, president of Robert H. Mason, Inc. , a Minnesota corporation, on behalf of the
A and occrekions +here o, corporation.
Government Lot 3 EXCEPT that part thereof lying Easterly of the centerline of Mitchell Road;
Government Lot 4,and accretions to said Government Lot 4, EXCEPT that part thereof described as follows: FA%
Kathleen G. Oporfi eMabry Public-Minnaaod otary ub ic, Henne in ounty, Minnesota
Beginning at the Northeast corner of said Government Lot 4; thence South along the East line of said iHennepin ssionxpiresryExpiresauk 7qgy
Government Lot 4 a distance of 321.69 feet; thence Westerly and parallel with the North line of saidMy Commission My Commission
Government Lot 4 and its Westerly extension to the intersection with the Northerly extension of the West
line of Government Lot 5, Section 21, Township 116, Range 22; thence Northerly along said Northerly STATE OF MINNESOTA
extension to the shoreline of Red Rock Lake; thence Northerly along said shoreline to the North line of
said Government Lot 4; thence Easterly along said North line to the point of beginning. COUNTY Or HENNEPIN The foregoing instrument was acknowledged before me this $ day of YAKY' >
19-n_, by AkP-1 A. U AVINAK , Vtct. lFsz£51 0£),1'T , and TD(} 27. Mdtgiir vibtnl> !fS V°!G£ MF_54DeN�
Government Lot 5; of Norwest Bank Minnesota, National Association, a national banking association, on behalf of the association.
That part of Government Lot 6, lying East of the West 300,00 feet thereof; NWwNW -0A-A bl�A
All in Section 21, Township 116 North, Range 22 West of the 5th Principal Meridian;
.q i ARY PUBLIC-That part of the East Half of the Southwest Quarter of Section 21, Township 116 North, Range 22 West of the 5th n� q,nEc i, otary Public, nnepin County, Minnesota
Principal Meridian described as follows: t Gomrrisni xp,,r My Commission Aires -�� - � �
Beginning at a point on the North line of the Southwest Quarter of Section 21 distant 1013.76 feet I hereby certify that I have surveyed and platted the property described on this plat as BOULDER POINTE; that this
Westerly from the Northeast corner of said Southwest Quarter; thence Southerly parallel with the West line plat is a correct representation of said survey; that all distances are correctly shown on the plat in feet and
of said East Half of the Southwest Quarter, to the centerline of County Road No. 1, also known as Pioneer hundredths of a foot.; that all monuments have been correctly placed in the ground as shown on the plat and that the
Trail ; thence Westerly along the centerline of said road to the intersection with a line 16.50 feet outside boundary lines are correctly designated on the plat.
Easterly of, measured at a right angle to and parallel with the West line of said East Half of thep
Southwest Quarter; thence Northerly, along the said parallel line, to the North line of said Southwest
Quarter; thence Easterly, along said North line to the point of beginning. Theodore D. Kemna
Land Surveyor, Minn. License No. 17006
And that Robert H. Mason, Inc. , a Minnesota corporation, fee owner, of the following described property situated in
ESOTA
the State of Minnesota, County of Hennepin, to wit: STATE OF MI
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this 11 - day of A vr--r •`1—,
That part of the Northeast Quarter of the Northeast Quarter of Section 21> ,Township 116 North Range 22 West 19 89 > by Theodore D. Kemna, Land Surveyor.
rznNvNIVV V>NW r'
of the 5th Principal Meridian described as follows:
Beginning at the Southwest corner of said Northeast Quarter of the Northeast Quarter; thence on an 'i$ � NOTARY i E.,c I> , �scr David B. Toenies
N 4ivz;i COUNTY
assumed bearing of North 0 degrees 40 minutes 36 seconds East, along the West line of said Northeast MyCosrmiGson Expires Jan.23, 1991 Notary Public, Hennepin County, Minnesota
Quarter of the Northeast Quarter, a distance of 70.01 feet, to the Northwest corner of the South 70.00 Nwwwwvw x My Commission Expires January 23, 1991
feet of said Northeast Quarter of the Northeast Quarter; thence North 89 degrees 39 minutes 23 seconds
East, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of CITY COUNCIL OF THE CITY OF EDEN PRAIRIE, MINNESOTA
508.46 feet; thence North 58 degrees 40 minutes 37 seconds East a distance of 328.41 feet; thence South
47 degrees 11 minutes 08 seconds East a distance of 33.00 feet, to the centerline of Mitchell Road; This plat of BOULDER POINTE was approved nd accepted by the City Council of the City of Eden Prairie, Minnesota
00 thence Southwesterly, a distance of 250.80 feet, along a non-tangential curve concave to the Southeast at a regular meeting thereof, held this day of , 1912Et. If applicable, the written comments
0 having a radius of 520.87 feet, a chord length of 248.38 feet and a central angle of 27 degrees 35 and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the
minutes 16 seconds, the chord of said curve bears South 29 degrees 01 minutes 14 seconds West, to a point City or the prescribed 30 day period has elapsed without receipt- of such comments and recommendations, as provided
on the south line of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 39 minutes by Minnesota Statutes, Section 505.03, Subdivision 2.
24 seconds West along said south line a distance of 693.55 feet, to the point of beginning.
Have caused the same to be surveyed and platted as BOULDER POINTE and do hereby donate and dedicate to the public
CITY COUNCIL OF THE CITY OF EDEN PRAIRIE, MINNESOT
for public use forever the park, roads, rise, pointe, crossing, parkway and the easements for drainage and utility
purposes as shown on the plat.
g Mayor By Manager
In witness whereof said Robert H. Mason, Inc. , a Minnesota corporation, has caused these presents to be signed by PROPERTY` TAX AND PUBLIC RECORDS DEPARTMENT, Hennepin County, Minnesota
its proper officer this 9 tip day of 7n.r , 19 89 , and said Norwest Bank Minnesota, National
Association, a national an�association ha's caused these presents to be signed by its proper oficers this I hereby certify that taxes payable in and prior years have been paid for land described on this plat.
` day of 19 $9 .
Dated this day of 19
SIGNED: Deputy
Dale G. Folstad, Hennepin County Auditor BY p Y
ROBER H. MASON, INC. , A Minnesota Corporation
SURVEY DIVISION, Hennepin County, Minnesota
By 0. its President
Rands W. Trava is Pursuant to Chapter 810, Minnesota Laws of 1969, this plat has been approved this day of ,
19
N'OR ST BANK-.MINNESOTA, NAT ONAL ASSOCIATION Bernard H. Larson, County Surveyor By
its �6 - 1 By its Ag5.
COUNTY RECORDER, HENNEPIN COUNTY, MINNESOTA
I hereby certify that the within plat of BOULDER POINTE was filed for record in this office this day of
19_, at _ o'clock _.M.
R. Dan Carlson, County Recorder By Deputy
SCHOELL & MADSON , INC .
E N G I N E E R S & S U R V E Y O R S
SHEET I OF 7 SHEETS
BOULDER POINTE
C. R. DOC. NO.
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o - Denotes iron monument. S / 02 O - ��
l SO / /63 0 \ O '0 2y \ \_ 90.00 -� -76_00 - � 64_00�
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: 2
Drainage and utility easements are shown thus : \ N 22.47 �;... „ 00
� O\`�9 -N'(a �a � 55• Mach Line
O �� ° S25o07'39°E' i' '9, AoOQ \vim 00i .•2a"5' (See Sheet 3).
O Vt / N.
{ p�'
-_-7 __ \O 6C Ark j/� 9,.._.... BENCHMARK:
Double spike in the southwest face of an 18" oak 100 feet + westerly of the
g / / 50 0 50 100 Southwest corner of the Northeast Quarter of the Northeast Quarter of Section
g \, 1, Townshi 116, Range 22 as shown on sheet,6. Elevation = 834.33 Peef
(NGV D-1929) .
Being 5 feet in width, unless otherwise indicated, Mo{ch Line A SCALE IN FEET
and adjoining lot lines, and 10 feet in width, (See Sheet 3)
and adjoining street lines, as shown on the plat.
S C H O E L L & M A D S O N , I N C, . The west line of the Northeast Quarter of the Northeast Quarter of Section Z
Township 116 North, Range 22 West of the 5th Principal Meridian has an assumed
E N G I N E E R S & S U R V E Y O R S bearing of North 0 degrees 40 minutes 36 seconds East.
SHEET 2 OF 7 SHEETS