HomeMy WebLinkAboutMarkham Knolls Addition - 05071 MARKHAM KNOLLS ADDITION C. R. DOCAO.
NORTH LINE OF THE
N 1/2 OF THE NE 1/4
OF SEC. 6
fil I-
t ' SE CORNER OF SEC. 31 , T. 117, R. 22
HENNEPIN COUNTY MONUMENT
NORTH LINE OF THE I Crf�l _L _Y\ I i� IrCILIhC_ I 1 7 10
� F, ,E E=i� C1 I n -• 1 , -r 1 I
N 1/2 OF THE NE 1/4 L L_I ti \ 1 / I �J % 1✓ �I 1 11
OF SEC. 6 Iw"a F- I ' i b 5 /1l J L I TI \ JI V 5P �/ N 88'20°47" E 50 N 88'20'4T E
- -� SoL - - - -� - - - � I ice` — �,) — - - - 0 / �z16.50
NW CORNER OF THE N 1/2 OF THE NE 1/4 OF SEC. 6 _ \ —J 1184.72 '• J• h' 97.0® _
/ HENNEPIN COUNTY MONUMENT m N 8820°35 E �— M -T_ 311.61 0 — 8--NE CORNER OF THE N 1/2
— --J//\ M ' 238.39 rn — OF THE NE 1/4 OF SEC. 6
\V— 6 \ - — w 3 HENNEPIN COUNTY MONUMENT
N 88'20'35" E -� O m O
627.00 O
\290.82 SGQ O O O
s � s \ ��� nUi
r N M C4 _-A LINE PARALLEL WITH THE
S �s ?�6�0• `�4F P\vo \\ I \ y \ `\� 0 O O EAST LINE OF THE N 1/2
\ '?RS9. \ O I ;L (� (p Z OF THE NE 1/4 OF SEC 6
I \� ,
1 ►Eeri4 0 � . � � 0co
128.50
�TS Lj w to I r \ '1 "'�' 1 N 88'20'47' E ^
\ w \ L I ALINE PARALLEL WITH THE
o wo \ J r, o I NORTH LINE OF THE N 1/2
r-� I ( � `I J d _ OF THE NE 1/4 OF SEC fi
4 I oro o IFy oo Fn� ' I - ' F F�c> I i
om CO /SJR �� � �orn S )0390 ( Wz I ��� I c� wZ Z -
oN 3 i 5�1 31. W L _ (1 J 1 __ WFo O
f --
n mv i \a Lh� h = A m L` p I - I m I ¢w\ Z
Iro I ' �\`� rF I \ O oN I Gi I �� 100 O of Q
i I / _ _
a co ^6 N 81-32'09" E 3 l `° 1� w U I w M I az_z J�/ °L z � .
w cn Z2.23 - - `ram J�J� �h�� M �z I I ' T � z o UJ = -- .-.
z V)
3 I 786.46 9 r M INF �\ �� � N wF I � J \ \ Wi U ¢w0 W J_ \-7
j"s \ 215.37 \ 5$� w o I _ 14)
/ 3r I N O r L
� 3 79 48'53"e� C� 61 s 'j�•/j ^ro��AD 'a // I J \� \\ �\ \_- �� / z NScale n feet I� 10 ��^1 %/J �^ r- N 8820'35' E (� 88~10'47" E / w o -�
f I 0 120 240 360 \\ Mo N ro / \�5?y N 238.84 �. ,, 311.16 - �� /L -J
In
159.93 ��-
\
t o DENOTES IRON MONUMENT \ 1�6� 5\$2� �� \SOUTH LINE OF THE NORTH 671 FEET OF 'i
E I THE BASIS OF BEARING IS ASSUMED �s \\\ SS3S9� N 61y2 ���� THEN 1/2 OF THE NE 1/4 OF SEC 6 Q o <
'\' SURVEY
e\\ \\ \ LINE
-CENTERLINE OF
I k i �, o F<uS"CE H:LLC
PURGATORY �/1/C T
CREEK ` l `1 n No s Oc ORi — ,=
qN�� \03 of
J
IS a �
` g4.85 \u —
�:o < C J S 7g57,29
„ W
OUTLOT B
tp
o w
w
I O
5 66Ile;&6k� _ 3 to
Ile;
3 I w
1320.00
SOUTH LINE OF THE N 1/2 'q- M U)
OF THE NE 1/4 OF SEC. 6^ d Imo
N 89-13.11' E
/ - N 89'13'11" E 809.07 -
_- 64.91 - - - SE CORNER OF THE N1/2
656.26 `I N 89'13'11' E 656.26 OF THE NE 1/4 OF SEC. 6
\SSW CORNER OF THE N 1/2 \ SOUTH LINE OF THEN 1/2 -MATCH UNE (SEE SHEET 3 OF 4 SHEETS)-'
j I OF THE NE 1/4 OF SEC. 6 �1 OF THE NE 1/4 OF SEC. 6
Hansen Thorp
Pellinen Olson Inc.
J ( \
' Engineers-Surveyors-Landscape Architects
SHEET 2 OF 4 SHEETS
.R. QOC. 0.
MARKHAM
KNOLLS ADDITION
I hereby certify that I have surveyed and platted the land described on this plat as MARKHAM KNOLLS ADDITION; that this
KNOW ALL MEN BY THESE PRESENTS: That John B. Markham and Joan N. Markham, husband and wife, owners and proprietors of plat is a correct representation of the said survey; that all distances are correctly shown on said plat in feet and
the following described property situated in the County of Hennepin, State of Minnesota, to wit: hundredths of a foot; that all monuments have been correctly placed in the ground as shown on said plat or will be
placed as required by the local governmental unit; that the outside boundary lines are correctly designated on said
plat, and that wetlands as defined in MS 505.02, Subd. 1 , are shown.
That part of the north half of the Northeast Quarter of Section 6, Township 116, Range 22 described as follows:
Beginning at the northeast corner of said north half; thence westerly along the north line of said north half a
distance of 16.50 feet; thence southerly parallel with the east line of said north half a distance of 255.00 feet; Paul A. Thorp, Land Sur r
thence westerly parallel with the north line of said north half a distance of 128.50 feet; thence northerly Minnesota License 13637
parallel with the east line of said north half a distance of 255.00 feet to the north line of said north half;
thence westerly along the north line of said north half a distance of 97.00 feet to the west line of the east
242.00 feet of said north half; thence southerly along said west line a distance of 671.00 feet to the south line STATE OF' MINNESOTA
of the north 671.00 feet of said north half; thence westerly along said south line a distance of 550.00 feet to COUNTY OF HENNEPIN
the west line of the east 792.00 feet of said north half; thence northerly along said west line a distance of .fA
671.00 feet to the north line of said north half; thence westerly along said north line a distance of 1184.72 feet The foregoing instrument was acknowledged before me this /® day of 5"10%C , 199_3 _, by Paul A. Thorp,
to a point 627.00 feet east of the northwest corner of said north half; thence southeasterly to a point on the Land Surveyor, Minnesota License No. 13637.
south line of said north half distant 1320.00 feet east of the southwest corner of said north half; thence
easterly along the south line of said north half to the southeast corner of said north half; thence northerly :C401A
OYD E. PEW
along the east line of said north half to the point of beginning. ?:NEPIN COUNIVYNEPIN COUNTYNotary lic, Hennepin County, Minnesota
Together with the Northwest Quarter of the Southeast Quarter of the Northeast Quarter of Section 6, Township 116, M ;sslonexpires t.23SOT.97 My commission expires 2397
Range 22.
Have caused the same to be surveyed and platted as MARKHAM KNOLLS ADDITION and do hereby donate and dedicate to the EDEN PRAIRIE, MINNESOTA
public for public use forever the drives, court, lane, street and drainage and utility easements as shown on this plat.
This plat of MARKHAM KNOLLS ADDITION has been approved and accepted by the City Council of Eden Prairie, Minnesota at a
In witness whereof said John B. Markham and Joan N. Markham, husband and wife, have hereunto set their hands this regular meeting thereof held this day of Zj]ML_ , 199--Z If applicable, the written comments
In'M day of S Lk y<41L 1993 and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City
or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by
Minnesota Statutes, Section 505.03, Subd. 2.
SIGNED:
CIT CO DE E, MINNESOTA
Ma dram By ° Mayor
J
By JAIe
City Manager
Joan N. Markh
PROPERTY TAX AND PUBLIC RECORDS DEPARTMENT, HENNEPIN COUNTY, MINNESOTA
STATE OF MINNESOTA I hereby certify that taxes payable in 19 and prior years have been paid for the land described on this plat.
COUNTY OF BEN N Pe N `` Dated this day of 199
The foregoing instrument was acknowledged before me this 1r'fn day of SUA A e 199 by John B. Patrick H. O'Connor, Hennepin County Auditor By
Markham and Joan N. Markham, husband and wife. ►�,
LLOYD E. PEW
tloTAEYPURIC—MINNEsoT�' otary Publ c, M—N�FP�AIt County,
HENNEPIN COUNTY Minnesota SURVEY DIVISION, HENNEPIN COUNTY, MINNESOTA
'* My commission expires 1-23-971 Pursuant to Minn. Stat. Section 383B.565 (1969), this plat has been approved this day of
My commission expires ' �i 9 7 199
Gary F. Caswell, Hennepin County Surveyor By
COUNTY RECORDER, HENNEPIN COUNTY, MINNESOTA
I hereby certify that the within plat of MARKHAM KNOLLS ADDITION was filed in this office this day of
, 199 , at o'clock
R. Dan Carlson, Hennepin County Recorder
By
Hansen Thorp
1 Pellinen Olson Inc.
Consulting Engineers IS Land Surveyors
SHEET 1 OF 4 SHEETS
MARKHAM KNOLLS ADDITION C.R. DOC. NO.
INSET
( FROM SHEET 2 OF 4 SHEETS )
W 0
t-
CN0 W w
C4 - -
N
io
r -
1518.88 _ _ _
Z �` 000
6a $ �� 37 �6�� E - - 3 256.84 N 88'22'54" E 221.33 126.28 \
50.00 I �Z - - - - 493.56 42.48-�
\ 14
205.00 N o N r r ! O � I I
_ 50.00 255.00 '' _ R V S` C ° °
�� w6'14'49"W
N 01*37'06" W W �- t9o.00 -- \ 1 n S 01'3T06" E L T /�A \ 3
0U TLOT __ - - _ _ - Zoz.84 c >> � 9'�� y6 S o,'42'D5"� 0�
0 00 / _� S 773.82 - Z kgy 164.71 ° �O °`� 293y 103_93 .n N
Zv / 12y5'32" /\ 3 0 . ti 54.49 i ` S S g6 - _ OD Ui
to a ;q 1 ( W 12.34`-' s 1A 7 L = 69.65 v ^ �j /y O. 42' ro 1
1 00
� 1 sDTI INAGE AND \ Rm. yo5 / S 58'11'31" W e = 26'36'13" V �8• O�'' 9? m
N / Z I i' UTILITY EASEMENT / tia SSO \,��; S 2 ^^� ! R? ' Oc� \ % 6818�q rn I m �I f�A
00 I i g o S� s, ° ` "
' "WET .j °���� 1 h� /
S Q1'37'06" E Z 5 S /^o s �\ �� t� �� / 1 3 ry
S 01'37'06" E 244.87 ^tit _ = w �9Ss7), oh/ s��9 > a00 y0 �� h
'Lrjrj,QQ �- S 01-37*06" E 165.78 / \ h
.SY / om 1 r 7R IL a� 001 p /W �9
52.10 230.78 �`o/ Z cw`• 4 I y 996 c� O Q� C y1 �o ^ ^ ti>
3 ( 3sa.ss + 3 LAND 1' �� I I N l ] - N 'A ya \ a^ tiw ����
� - - -� 1 2 1 � '__��� �t N 1111 cc l � h J' / � 's / 7 `'� D i g�q.
\1_� / o ,n I DRAINAGE AND c` l r' P �o n ^� s v / 13
o v 4 a v c, O�09 = 21
ep O N W �� / N I UTILITY EASEMENT r co \� W ` . ,
DRAINAGE AND N � cc O N / o = 17'42'35" a `�
O O t0 W olM I 1 n, / a I z
/ UTILITY EASEMENT 00 1 o ad S m
~ N rnl Z I _l\ �` Ali. �ZA9 = 85.00 4 0 77 ^rye / hh y$ �( L = 21.62 \\ \ S
'V N A00 / m u,. L / y3 o = 123'53'04"
- - 367.22 / / 250.28 Su`'e' Lo 22 0 = 72'43 02 ��25, ' 3S ^ CO 6 16 g 90 R = 10.00 _
ta7 230.72 !y D 'i 0• R a � � 3�•. <1 CO p' � \ L = 55.00
53.50 ^ OZ .2 36 ^ A = 63'01'31"
N 01*37'06" W -- - -' 671.00 _ / (o ,3kg NgROOK " DR V� s oo / I �h
A = 08'50'07" \ 0 = 77'39'12 12 9k�66 cS =2�a /
L = 42.41 3 ` J� 0k 15A 5-1 c 225.p0 W
O `( `,SOk• 1' ' W Y \ S N
t0 c0 L P (f Ch 3 �(/ f y p SR a
r g9 RPCIPG�PSE�F3� / 1 IM Q S j� /L '� uX •� ; ' \ t
/p Oo 2 ^ !,` 89 S � � rn 51.59 R9�' 01
\ r^ ^ �� 2223 ho / `� o 'oo o w-1 so CD
// S 14.
¢49,16" w J rn ^`�/ / �� 2 6,� \>s 1 0 77 \
117.0p
/ 21g 4j^ X. /°� DRAINAGE AND
C,` `ASS iz4 / �� 13 CO 1 0 �v 1 Q I ^
W �GGG\23RS80 u �\ 1 «^y �0 N,oN t� J! v 31.08C\tom / �// SURVEY LINE---'
os, 65,00Oe W o \ l s w ro• p� a a O \ .�_
h w 4 3 W, m ui 0 V \� u J,\ 7 S� 36.47
gFo w -. ��A \sr . °'�_ a 11
`n hM 0h >�'96 srs\ s9 p0 _/ 193.15
?� ,o Sag lj SS a+ N > It p It II it •" N 5 S O N 3*05'19" W i
p �'� i' of T33 2,Bs�•yG eS '�N� d d o � � a�n4i' O �SSe `�S O�� h �� rn �/ o
00 F� n N 3 �g'41 1` h A. h , UTILITY EASEMENT t
Scale in feet pD =l l- \ / /i 4 • j 1
I 60 120 180
IZ = ' o = 63'02'56" \ 6�Z-D R _ 8 4.21.ao �O�90 Q F�^II 5���//
S 2'10"27" W Q /° = 34'54'03" O by / d 8 sR ``P< / 168.31
O DENOTES IRON MONUMENT 204.92 _ - 1 0,0 ^O D fig. y i p6 "
us.Do ems. Je ah ° �' 6y' N Ol 41 41 W
THE BASIS OF BEARING IS ASSUMED � z Co / r yk8900
o ¢ d cc 1� D o y�21 f o
W w o = 63'02'14" 9g R _ 5000 \ 1 ?2 x �5� 64.E
x c� \ co .7 ter,,, / N
¢ _ ~J
91
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 0 � 1 o k °�' Xa1 h6 ?s
r o n zo
y°/ / ii 6 3 > CY 2�2 P� e
Z 4_ / .1CDs
� 5 h� I l �
s _�� / Cr
I N y6 506 �6
e•
0 5 o 3� b+
yBA�� hh \ SUR 233A" W u`
F SJ)j 7239 N 1�424 Coll
�y � __
E 8
i NOT TO SCALE 22s'9s S62j 60 N 1a.21'2 ~ W
BEING 5 FEET IN WIDTH, AND ADJOINING LOT OU TLOT V Hansen Thorp
LINES, AND 10 FEET IN WIDTH AND ADJOINING
I RIGHT-OF- WAY LINES, AS SHOWN ON THE PLAT. \ '�, Pellmen Olson Inc.
J Engineers-Surveyors-Landscape Architects
SHEET 4 OF 4 SHEETS
MARKHAM
KNOLLS ADDITION C.R. DOC. NO.
INSET
( FROM SHEET 2 OF 4 SHEETS )
S 88'20'35" W 1184.72
\
0
i
� CID
WEST 62ND 948.10 STREET N 8 5.9.725" E
- --
N 88'20'35" E / [n211 —
j5g.73
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: • jr _ 202.44
454.84
290.82 " \ o I 50
5 S 88'20 35 W �� °°
t o OU TLOT
to
ro
N
I I N ri
5 Jr. � NSURVEY LINE
N33025'25" E
ULO
N
NOT TO SCALE I �� �2 VO I LO
C11 to
1
A. ''o, rn
BEING 5 FEET IN WIDTH, AND AJOINING LOT T -� �sz ) o Z ml
LINES, AND 10 FEET IN WIDTH AND ADJOINING �� \ S 8523'44" E z LO
RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. I 153.32
i / 1 80.00 50 N 645'22" E i
�� (/k�' / 73.32 N 56.73 35S E 80.01 �\ 3
v 3 O U TL O T E 10 �6 1q�2 2�6 m� �333.
CO47� / co b o 9gy 32.j I C
/ M A = 58'40'21" : o O o 4 I�
W o Vv ^ /�4,1 R = 89.00 to of a 1�
R /N = /� rn Q C L = 91.14 f / 0 11 ^> 0 o I r
dp 00 �/ . I / 11 60 W
l It (No
-SURVEY LINE / m/o ` 3,SRg \ / Z o �Q 17" S -I N Z
Q N ¢ /� / Q - ?S Rc' C6 p = 23'57'06" N �o�I
O I - '/ co
1 `L/ / 143.19 p \ o L = 37.211 No to z L0
I S 85'12 44�"E a ..00
N
o `O/� I L !63•Q1 3 a /3r 3� l
Ito sN
N 217.99oi-
> w
" / v
LLI
SOUTH LINE OF THE N1 2 \ • Ar1� / I� z I j Z / ���� ��\\��
B / 186. / M J 5/ ii o. j +
9 �� OF THE NE 1/4 OF SEC, 6 06 46 .FIB M t5 �w x•.
10
215-37
ro IV
N 89'13'11" E 809.07 A
/ 656.26 \ N 89013'11* E 656.26 / k°' • E�`�^ �\ti� 1
MATCH LINE (SEE SHEET 2 OF 4 SHEETS) J 11 / '� 6 N I I yZ2k/ J
\ / � 35
S
al
_uj N itx
3Wtx
0 \ WET LAN Dom; N �� II °��� ,�5- �I
00 / t` �= 3
0 � Q � � � m o �� (o
z!� o v i� i
J w W PGE • Fi
W / a N Ss�'s9
4 �O
S0 , W W=
�� OUTLOT C �w�
oo \
P
3 � W
O
T _ _ 04
O O
Z
/ N
Scale in feet
I Scale in feet
\ Q 60 120 180 1�—� Hansen Thor
\ 0 120 240 360 0 DENOTES IRON MONUMENT f f
Pellinen Olson Inc.
THE BASIS OF BEARING IS ASSUMED
S 89616'50" W 658.62 • I Engineers•Surveyors•Landscape Architects
-THE SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 OF
THE NE 1/4 OF SEC. 6
SHEET 3 OF 4 SHEETS