HomeMy WebLinkAboutTanager Creek 2nd Addition - 02812 TANAGE R CREEK 2ND A _DDITION
C .R. DOC. NO.
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• DENOTES IRON MONUMENT
BEA21 NGS SHOWN ARE ASSUMED.
UTILITY AND DRAINAGE EASEMENTS
ARE SHOWN THUS :
KNOW ALL MEN BY THESE PRESENTS: That Cheyenne Land Company, a partnership, fee STATE OF MINNESOTA
owner of the following described property situated in the County of Hennepin, COUNTY OF HENNEPIN IQ 10
State of Minnesota to wit:
The foregoing Surveyor's Certificate was acknowledged before me this.:b�' day I 7
of 1985 by Paul A. Johnson, Land Surveyor.
Outlots B, C and D, TANAGER CREEK, according to the recorded plat thereof.
0 100 200 BEING l FEET IN WIDTH, UNLESS
Notary Public, Hennepin County; Minnesota OTH E(ZWISE INDICATED, AND ADJOINING
Has caused the same to be surveyed and platted as TANAGER CREEK 2ND ADDITION My Commission Expires 1 /7.4 lad THIOMASA MCGINTY LOT LINES, AND In FEET w wIDTH
and does hereby ®e SCALE iiiiiiIN FEET AND ADJOINING sTrze>_T uNEs Ps
y grant to the City of Eden Prairie the utility and drainage NOTARY PUBl1C—MINNESOTA
easements as shown on the plat. wenlNePI�I couNrr SHowN ON THE PLAT.
My Commission Expires Apr.17,1986
EDEN PRAIRIE, MINNESOTA
In witness whereof said Cheyenne Land company, a parnership has caused these This plat of TANAGER CREEK 2ND ADDITION was approved and accepted by the City
presents to be signed by its proper partner this_�O-- day of Council of the City of Eden Prairie, Minnesota, at a regular meeting thereof
19g� held this /lof=day of �,�)� 198s'• If applicable, the written 3=02046'05" , r
comments and recommendations of the Commissioner of Transportation and the R=400.27 /IV, I-, I \ H L I N
Count Highway Engineer have been received b the City or the prescribed 30 oa L=I9.34
Y 9 9 Y Y Y , c E �- r--r D C C I_ r- r--i `
I period has elapsed without receipt of such comments and recommendations, as �r`. t C_ E J i� r- C I G
SIGNED: provided by Minn. Statutes, Section 505.03, Subd. 2. \ 606 0 G'
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CHEYENNE LAND COMPANY CITY COUNCIL OF EDEN PRAIRIE, MINNESOTA �,ti \ oo .d�Bo p0 00,, ��A L- R�. "'1
C. 00' R=402.47 L=330.15 0
Y � � �� �dt� �� °p
By: r its , Mayor 'A`31°00'00" L=217?6 �4
L= 141.04
Manager rp= l8°41'JO"_l Q I 3�+
+ STATE OF MINNESOTA IMCB=Ne602o 35"E.Z NI I olo
COUNTY OF tENNEPIN 125 2 z I alto
PROPERTY TAX AND PUBLIC RECORDS DEPARTMENT, HENNEPIN COUNTY, MINNESOTA I o� I o IJ
' The foregoing instrument was acknowledged before me this da �N ti wa o
i of Qv.. 19�5; by _ I hereby certify that taxes payable in and prior years have been N m Q I
paid for land described on this plat. Dated this day of ro IM N 1 I
of Cheyenne Land Company, a partnership, on 19_ . III
'I f t f h li
beal of i partnership. �'_1 w
et - to � ti 10 I
(Z_ DALE G. FOLSTAD, HENNEPIN COUNTY AUDITOR _� � I 25
•`' ' Notary Public, Hennepin County, Minnesot By: ` �a X of I I
My Commission Expires Deputy
'1drh�'1 O k o 1)o Q I
b y camm�u c ,cP r.z R P 17 J (° Vj N L AWA a'
` I hereby certify that �Fi•�v�'Surveyed a ted the property described on SURVEY DIVISION, Hennepin County, Minnesota I 4 co a o9 I IT "E
this plat as TANAGER CREEK 2ND ADDITION; that this plat is a correct m ti �o I, �� `�= s�J,, M: N77o2055
j representation of said survey; that all distances are correctly shown in feet Pursuant to Chapter 810, Minnesota Laws of 1969, this plat has been approved of ro�
and hundredths of a foot; that all monuments have been correctly placed in the this _ day of l9 —I � �Sanif r �f per
ground as shown; that the outside boundary lines are correctly designated and - I I cn '
there are no public highways to be designated on said plat. ROBERT L. BAKKA, COUNTY SURVEYOR erflie
IM N /,� o° I 2�75 40,10 Z 2I
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By:
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Paul A. Johnson d Surveyor _ Q 0 { 0
Minnesota Lic. o. 10938 >< L 1 ,�
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COUNTY RECORDER, Hennepin County, Minnesota T �i �M � i £
x C� in ti fir= t o m �/Jr
I hereby certify that the within plat of TANAGER CREEK 2ND ADDITION was filed c�I co fit 1 10
for record in this office this _ day of , 19_, at itit e
o'clock M. < I4 J �M f L 11 A `�
R. DAN CARLSON, COUNTY RECORDER c C Ia it 1
BY:
Deputy j3 1 1
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Mc COMBS — KNUTSON ASSOCIATES , INC.
E N G I N E E R S A N D S U R V E Y 0 R S
SHEET I OF 2 SHEETS
TANAGE R CREEK 2ND ADDITION
C.R. DOC° NO.
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AP / l r , rI ID I�i i\ 1 I r� f I !` _i �� I P I i, R K
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' N89 °34' 45" E 1237 . 50 I. nv I - L,� _ t ., 1
,� �,r\ _ Ir" ,; I line of W �z lof
,.6.18 -- 309.98 -- - .:¢�± . - - - - - - - - - ----' - - - - - '�V �iliL.• L_;Vi i I-1 Vvr-Vrli � L. l //I- Ql
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- -- - - - - - - - - - s 262.50 Vi Il/IV I L� r I ,I /,^I Sec,
\o` I I J e G, 3
a <� \i IW 1�.Son, sewer easemenf \ ✓�,\\ 1 .-+ (/rlL.Il� I
Per Doc. 40/0/22 "� - •`C,� V,
\ `'s z5 I 1 I N89058' 47" E 448. 64 - I I' E,�T
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o M 20.0-►F I'-�1 I I /// ���
- I 0 L I I 125I
to �15 o, ya17 I
(-� <r "' I I Sanifar sewer easemenf 3 1 I o o � 4 �5�'% ; ` �,��ra/Wage I to
I Y 1 1 o c ease enf
I � o r oc. # 4010/22 � X 1 "` � � g .
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°'D,I1 ' min a � � W I ( M � � � per Doc, I � cv �j
v I Ufilif�/ drainage easemenf I �� w � � ��I i 0�1! I 4O/0228 i �J � N
G 1'J lr) •� O I /I 3 ice' / J NI y / II51 ->�I r-24.94083 42�23 W
jr °' 1 I " l I o 1 �cenferline of creek S87°57'22°E
drainage easement p
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J I / zI- ✓�\ 5 � . g97o 1 120.35Y- L]
I f 151 \ C9 C -
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;251 �� / �=364.54 =46°_ / W / / c9 �� . I ' 20.0
57 p0„ R=424.05 L-340.q5 / / iI 1 2 5 81 / C i
CS _�'A6ep0 8 =30°37'41" _ Ca,33 V-O/ i 30. GJ ,�2 ro Ut/llf a/1O o\
IC 4 0, D L 226.E _--31. = d= 22,7 3@ /o S _ / 0 / I,I✓ 1 \
/2 d.ysO�%120 00,. R=402.47 L_330.15 �`� '� .a-r=^� I9 /M�' T@ \ - / 2 I 640 / / o �I I easem�/7/ \ Q �I.
0=31 L= moo / tas 7` Lie , /1 / `- C,126._ - jlIsl L=467_02
CI -25.81 \
Cow// / \ ✓ 40 _ _" 09
�-4488=64 ,
L=°500.53�Gc4? '9� / i SQniary sewer
1 n / C\
_ _ _ 6�o easemenf per /
4 �` Doc. 'k40/0228--f
0 100 200
L=534.0
1�310rZ9' 4c�, ` SCALE IN FEET
N C r ' I$
0� 0 r /, 5� �0`4 • Denotes Iron MOnUmenf
_-r / °e3 Bearings shown are OSSUmed
V \ T I l J I /
�ry `
0- O� S>3°09, �s�E pj . 130.00_�
3
N90°00' 0011W
%(ZN ems \ Sonifary sewer /
easement per
Do• ¢OIOZZ NO BEARING DISTANCE
r T1 S00016' 41" E 105.81
T2 S50°00' OO"V' 132.25
\ o/ o T3 N66°00' 00"W 125.00
T4 S65°00' 00" E 60.00
NO BEARING CHORD DELTA RADIUS LENGTH T5 S66000' 00" E 125.00
s UTILITY ALID DRAINAGE EASEMENTS \ \ r- -l E- � I r T6 N50°00' OWE 132.25
ARE SHOWN THUS r I-, �_ L_ (• C2 S10045' 15" E 30.84 03000' 22" 587.90 30.85 T7 S65000' 00" E 60.00
\ � J0Q0 / C3 N 18°42' 40"W 132. 16 12°54' 27" 587.90 132.44 T8 S66°00' 00" E 125.00
` 10 7 10 �s@°oo � / C4 N76037' 26"W 73.36 23050' 53" 177 .54 73.90 T9 N50°00' 0011E 132.25
' ---I 7 00'" / C5 S82°39' 00"W 174 . 34 65° 18' 00" 161 .58 184. 15 T10 N77°20' 55" E 92.22
-- - - �.// CG N74022' 16"W 114.73 16044' 31" 394.05 115. 14 T11 N23025' 15"W 109.89
# C7 S67°12' 25" E 33. 14 4024' 51" 430.27 33. 15 T12 N00025' 15"W 101 .58
$ ESE-1QG •1 FEET IKI wIDTH, UNLESS C8 S88030' 00" E 297 .05 47000' 00" 372.47 305.54 T13 N31025' 15"W 89.05
0THE2wI5E INDICATED, AyD ADJoIAIIt.IG C9 N71001 ' 16" E 158 .97 42002 32 221 .58 162.59 T14 N01025' 15"W 101 . 58
3 LOT LIAAES, AtJo 10 FEET ItJ wtDTH T15 N56034' 4511E 113 . 35
AIJD ADJOINING STREET LINES, AS T16 NO1035' 15"W 117. 57
SHOWN oN THE PLAT. C12 S66023' 03" E 19.34 2046' 05" 400.27 19.34 T17 N56934' 45" E 66 . 77
C13 N82°39' 00" E 206.71 65°18' DO" 191 .58 218.34 T18 N00001' 15"W 80. 77
C14 S75.21' 27" E 54.57 21 ° I8, 53" 147.54 54.89 T19 N06040' 58"W 23. 52
Mc COMBS - K N U T S O N ASSOCIATES , INC. C 15 N04°47' 35" E 292.92 16°45' 33" 1005.00 293.97 1 T20 NO3°35' 11"W 30.00
E N G I N E E R S A N D S U R V E Y 0 R S
SHEET 2 OF 2 SHEEP'S