HomeMy WebLinkAboutSchlampps Walnut Ridge - 05672 SCHLAMPPS WALNUT R I
DGE R. T. DOC. N0.
C. R. DOC. NO.
KNOW ALL MEN BY THESE PRESENTS: That Residential Development , Inc . , a Minnesota corporation, fee owner of the EDEN PRAIRIE, MINNESOTA
following described property situated in the County of Hennepin, State of Minnesota, to wit :
This plat of SCHLAMPPS WALNUT RIDGE was pproved and ac�cep ed by the City OF
of Eden Prairie , Minnesota at a
Outlot K, Bluffs West , according to the plat thereof on file or of record in the office of the Registrar of regular meeting thereof held on this 1 day of /4(�CTV T 19 If applicable, the written comments
Titles in and for said County. and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the
The boundaries of the plat are marked by Judicial Landmarks set per Torrens Case No. 12611 ; city or the prescribed 30 day period has elapsed without receipt of such comments and recommendations , as provided
by Minnesota Statutes , Section 505 .03 , Subdivision 2.
and that part of vacated Riverview Road in the Southeast Quarter of the Northeast Quarter of Section 35 ,
Township 116, Range 22 lying southerly of a line 30 . 00 feet southwesterly of and parallel with the following
described line; Commencing at the southeast corner of said Southeast Quarter of the Northeast Quarter ; thence
on an assumed bearing of North 0 degrees 03 minutes 30 seconds West along the east line of said Southeast CITY NCIL OF EDEN PRAIRIE, MINNESOTA
Quarter of the Northeast Quarter 396. 69 feet : thence North 64 degrees 36 minutes 59 seconds West 80 . 60 feet to
the point of beginning; thence northwesterly 237 . 04 feet along a tangential curve , concave to the northeast
with a radius of 286 . 07 feet and a central angle of 47 degrees 28 minutes 33 seconds to the point of
termination. ALSO lying southerly of a line 33 .00 feet southerly of the following described line ; Beginning at By: Mayor
the point of termination of the above described line ; thence South 72 degrees 51 minutes 34 seconds West 28 . 27
feet ; thence westerly 207 . 71 feet along a tangential curve , concave to the north with a radius of 279. 87 feet
and a central angle of 42 degrees 31 minutes 27 seconds and said line there terminating.
By: TManager
and
All that part of Government Lot 4, Section 35 , Township 116 North, Range 22 West of the 5th Principal Meridian,
lying East of a line drawn parallel with and distant 667 . 3 feet West , measured at right angles to, the East TAXPAYER SERVICES DIVISION, HENNEPIN COUNTY, MINNESOTA
line of said Section 35 , EXCEPT that part platted as REGISTERED LAND SURVEY No. 601 ; also all that part of the
Southeast 1/4 of the Northeast 1/4 of Section 35 , Township 116 North , Range 22 West of the 5th Principal I hereby certify that taxes payable in 19 and prior years have been paid in full for all land described on this
Meridian, lying East of a line drawn parallel with and distant 667 . 3 feet West , measured at right angles to, Dlat .
the East line of said Section 35 , and lying South of the center line of Riverview Road, according to the
Government Survey thereof .
Dated this day of , 19 Patrick H. O'Connor , Hennepin County Auditor
Has caused the same to be surveyed and platted as SCHLAMPPS WALNUT RIDGE and does hereby donate and dedicate to the
public for public use forever the Roads and the easements for drainage and utility purposes as shown on this plat .
In witness whereof said Residential Development , Inc. , a Minnesota corporation , has caused these presents to be By: Deputy
signed by its proper officer this 21ST day of �4U60ST 19 99 .
RESID IAL VE PMENT, INC. SURVEY SECTION, HENNEPIN COUNTY, MINNESOTA
Pursuant to MINN. STAT. , Sec. 383B. 565 ( 1969) , this plat has been approved this day of ,
19
IF Gary F. Caswell , Hennepin County Surveyor
Rick D. Murray, president
STATE OF MINNESOTA By:
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this 21ST day of .P+4.460 ST , 19 1 S by Rick D. Murray, REGISTRAR OF TITLES, HENNEPIN COUNTY, MINNESOTA
the president of Residential Development , Inc. , a Minnesota corporation, on behalf of said corporation. I hereby certify that the within plat of SCHLAMPPS WALNUT RIDGE was filed for record in this office this day
of , 19 at o' clock _.M.
ROMELLE P.MOLINE
NOTARY PUBLIC•ABEUPd€SOTA R. Dan Carlson, Registrar of Titles
Notar Public, Hennepin C unty, Minnesota
My Commission Expires
By: Deputy
I hereby certify that I have surveyed and platted the property described on this plat as SCHLAMPPS WALNUT RIDGE; COUNTY RECORDER, HENNEPIN COUNTY, MINNESOTA
that this plat is a correct representation of said survey; that all distances are correctly shown, in feet and
hundredths of a foot ; that all monuments have been correctly placed in the ground as shown on said plat or will be I hereby certify that the within plat of SCHLAMPPS WALNUT RIDGE was filed for record in this office this day
placed as required by the local governmental unit ; that the outside boundary lines are correctly designated on said of '19 at O' clock _.M.
plat ; and that there are no wetlands as defined in M. S . 505 .02, Subd. 1 to be designated on said plat .
R. Dan Carlson, County Recorder
Je a dgren, and Su eyor
By: Deputy
Min esota License Number 14376
STATE OF MINNESOTA
COUNTY OF HENNEPI-N qq c`
The foregoing surveyor ' s certificate was acknowledged before me this Z! ST day of pU, 6 0 ST , 19 by
Jeffrey D. Lindgren, Land Surveyor.
ROMELLEF. MOLINE Not y Public, Hennepi County, Minnesota
NOTARY PUBLIC-MIN TA
�J mF�Ir�jj,. ,2
My Commission Expires t - 3( '®®
A FA OL UNA 0
Planning Engineering Surveying
SHEET i OF 3 SHEETS
SCHLANPPS WALNUT RIDGE R. T. DOC. N0.
11� I I Kin /
Lr L_ L_ I A C. R. DOC. N0.
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I- I� )Jl i III YSLiLJ I I I 171IV / �3
HENNEPIN COUNTY MONUMENT
00 E line of SE 1/4 E 1/4 Cor. of Sec. 35, T. 1i6, R. 22
of NE 1/4 of Sec. 35
------ S000 00'21"E 1632. 17 --------
' -----
------ S00°03'30"E 396.69 -------- ------ 320, 00 ------
�
363 0° 305. 70 54. 61 157. 58 115. 60 46. 82
fir 00 S02°00'00" W 160. 00 56 30"E 23. 184 2s
��X � LANDING � 9,,
LS IL_ )J I I �, Y J L_ �, I O I o r c + EASEMENT
I 7� DRAINAGE AND o UTILITY E 6y
S02°00I'0I0" W \ 0
' f
r\ A r\ r, I -r n I 48 SO6°19'i3E
I L ti L LJ I 73. 2 r�G r - - -
O <</ 4.
86 �°00 I I ��„�\ m o NI i_4T io w r� m I I \
\ 00° I v m S p cS
^ I o 2 I I 3
to
I
l(IaQ wvw�Z o /\I o II I I IIym7 o8 nA II I I I NORTH 66 � F 569
O7w
° .9 601 14D FI°1F 0 e �\
1
_ a O.S�'6° 10? . , • q.45. 00
C 3 0'17,,. 2
-_ L-15 4-2°45 ^ \ \ \ J- J - - - - _ mi J / I L a o t�o� I
- - - 1 l, \ / I o \ 4
N /`:�i Q•02'p6 I R-95. 00 � / \ v \ UTILITY 90 00 °.�, t I N I
r (i M L, N N �.''I 3 :. { - \ /c`� AND Q 0� ro`�' p0 \ J s 36
\ °33 I ,�° <;;w ✓ C =18 0. 15 \\\ / , 45. 04 88. 44 ,00 N 103 ,\2.63 eq oo 56- I m
4;1 ° 3° s \ / / S02 52'50"W 133. 48 O �\ A. S45° 5 1 \ 1\+W r6q !o m
< 08 38' 5 s6 \ \ �a 2 96 42 IN I
i �mN :�I`u /•t°.`"�l`r/ 0000� a�N ° 2'5� E1 // � l8 /
' m c m ::I ` c°oa\ \ / p��P ��' EASEMENT - \ Q� a 80. 63 s g15 A q9 \ \ /\ t9
�,i �,' << i P _ - \ \05 �'•- ' s \ \ �� / Denotes iron monument
= no / w\ O S06' I _ r B J L(l
S08019' i5 E / \ cp0 55'43"W w 1 \ I _ 10 n 0 _
za 1 }'m v / `ri\. dJ ti Sp// / 00 `T 1 , � / \\\\ I -1 \ \>>e S�F 5 /
e fJ /
Im Q m e / \ �� / o / - - - _ �� N _ J \ \� / 20 Bearings shown are based upon
a .I a 5 \\ // / //ti R` �i0101 LO \\\�n \ \� �, an assumed datum.
clu / / m /�0 8 1 Ip \ a 6 \ \ N / ti
v i / Co
W
i m #0 / vl o o Iry I I I � i \ o / ^
ti � � , a 1 I� \ \ w , - E 0
¢ �, � - 1Lp 10 39 7 � ' � \ n`� DRAINAGE AND UTILITY EASEMENTS
0> _
_ S08°16'23"W 2 -
E
/ E ---- --= A ARE SHOWN THUS
y
oq SNAG /
S03°22'21" W 240. 33 to o, \w s O6. 58 - 7 �� ► S 115. 25 o AND
3
a
/- - - - - - - - - - - / /O \ Q / o 10° SSO°00'27" o
;L / 33 S r0 4'4+°q96 -7 / \ o \ mo_ a pO.E \ 00'27"W 180. W 113. 2t / o
^i^ SS°S O>6 74 09, /v� / \ ca \m oS. . 01 jto �te°p0 \ \�� 87 0 47. 53. q2 / g I I 5. 00 6
/ O Lv !o/�°o > \ 9 ^n / fo/ °p , UTILITY o0 00 58 ° / o
00° /� / ,>'Q `_ �r� I `a�O c�' / 00° 0�• / 3 810 00'27p / 5. 66�
/� / � ' o / \ h' °ti ,tio / / \F / \ EASEMENT W / l
2t'38" \ qv1� � � o y0 B n� ° O / / 1 � � � / \ / - - - - � L - - - - `- - - -
0000+
3p �ti J\� �op000 / �10p3, A1"w233 D120009 \\ ssoO� �I ! / O =', �D3- p90° A2A 5S� /� / / i- - \� Being 5 feet in width and adjoining
oo� I q,S' Z` \ / / \ \ m Ld lot I i nes, unless otherwise shown and
0• 00 \ 4, \i / 10 feet in width and adjoining right
v \ P� \ °'9\ o� \o qt> ?\ / �o°° \ s A A 1 Q of way I i nes unless otherwise shown
/ s\ � / \N 9�\ Sr 9. \m S DRAINAGE \ S, 11 I10 o On this plat.
kit
moo AND \'�✓ C - I m
w OP to
-���� \s SEIine of E 1/4 of NE66/43oftSeef 35 4=q0° gi. gq11 004`"" / 96 6> o\� "o'er UTILITY \�i
t` 249. 74 �P % 384. 83 ;\ o �o \. \ 0 EASEMENT - - -
36. 54 Lo - - - - - - - - - - o / 64. 72
o - - - o
50. 00 p a --
66 -------- S000 03'30" E 1096. 22 ------ -----•
W line of E 667. 3 ft. of %
Gov't Lot 4 ( Not to Scale)'' -
E line of REGISTERED ,
LAND SURVEY NO. 601
/ 60 0 60 120 180
I- L_ .7 I I L_ t-`, L- L / L_ /-NINLI
SCALE IN FEET
11frDLUND
Planning Engineering Surveying
SHEET 2 OF 3 SHEETS
SCHLAMPPS WALNUT RIDGE R. T. DOC. NO.
C. R. DOC. NO.
jf-I i, A N'r�
L L_L_L_ �f11
A r_ r- A -f- r- rl r% A rN rN I -I- I I^1 n 1 \ A rl I I
L L_ L_ L_ .� to 1 ../ L_ �/ I Yi I L_ ./ I—i Ll M L) LJ I I I � 1 V \
A r,r, 1 'r 1 inI
MOO I
f----- East I i ne of Gov't. Lot 4- -------- S00°00'21"E 1632. 17 ------- I
------- 1312',7, ------- I
1262.17 r 50. 00 36,
HENNEP I N COUNTY M. C.= I I
I ( RIVER ELEVATION AT EAST LINE OF GOV' T.
L x I ( ON AUGUSTGUST 16, 1995 = 699. 9 FEET
NGVD-
N��o II
HIGHEST KNOWN WATER ELEVATION ACCORD-
ING
// M I N , A GEOLOGICAL
RECORDS 721OFEETT ( NGVD1929)EY
/ m BENCHMARK: TOP NUT OF HYDRANT ON
AT
10446. ELEVVATIONIVERVIEW DRIVEE= B42H41SFEETMBER
( NGVD-1929)
J I �j
I
w Q
m W
OUTLOT B 3 3I ?
c '
`,/ c� - m M
!� `v oCAJ
W
53. 42 I
� s10000'27"w J
li
m
l
0
m
m I
m
m
23. 11 1135. 68 50. 00 34t I
S000 0)'0"E -- ------- N00"00'21"E 1185. 6B------
:^rr_ r)r r DETA I L
/ E line of REGISTERED
„+I LAND SURVEY N0. 601
ri 1
/ w 3
/ ) \
O D r7 1
oZ ( \ v
23. 11 60 0 60 120 180
• Denotes Iron monument
>
t 1096. 22 S000 00'21"E 1185. 68
XCEPT I O I ) Bearings shown are based upon � ���
N SOOO 3, I ONE W I ine of E 667. 3 SCALE I N FEET an assumed datum.
' feet of Gov't Lot
Planning Engineering Surveying
SHEET 3 OF 3 SHEETS