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HomeMy WebLinkAboutClarks 2nd Additionv'� KNOW ALL MEN BY THESE PRESENTS: That R.E.C., Inc., a Minnesota corporation, fee owner and American National Bank and Trust Company, a national banking association, under the laws of the United States, mortgagee of the following described property situated in the County of Hennepin, State of Minnesota to wit: The West 914.4 feet of that part of the Northwest Quarter of the Northeast Quarter of Section 8, Township 116, Range 21 lying North of North line of the South 32 acres thereof. That part of the North 12-1/2 acres of the South 32 acres of the Northwest Quarter of the Northeast Quarter of Section 8, Township 116, Range 21, lying West of the East 733 feet thereof. That part of the Northwest Quarter of the Northeast Quarter of Section.8, Township 116, Range 21, described as follows: Beginning at a point in the North line of the Northwest Quarter of the Northeast Quarter of said Section 8, distant 914.4 feet East of the Northwest corner of said tract; thence South parallel with the West line of said Northwest Quarter of the Northeast Quarter a distance of 271.8 feet, more or less, to the North line of the South 32 acres of the Northwest Quarter of the Northeast Quarter of said Section 8; thence East along said North line to the East line of the Northwest Quarter of the Northeast Quarter of said Section; thence North along said East line 16.65 feet, more or less, to a point 255.75 feet South of the Northeast corner of the Northwest Quarter of the Northeast Quarter of said Section 8; thence West 255.75 feet; thence North 255.75 feet; thence West along said North line 161.6 feet, more or less, to the point of beginning. ALSO That part of the Northwest Quarter of the Northeast Quarter of Section 8, Township 116, Range 21 described as follows: Beginning at the northeast corner of said Northwest Quarter of the Northeast Quarter of said Section; thence south along the east line thereof 255.75 feet (15-1/2 rods); thence west and parallel with the north line of said Northwest Quarter of the Northeast Quarter 255.75 feet (15-1/2 rods); thence north and parallel with said east line of said Northwest Quarter of Northeast Quarter, 255.75 feet (15-1/2 rods), to the north line of said Northwest Quarter of the Northeast Quarter; thence east along said north line 255.75 feet (15-1/2 rods) to the point of beginning. Have caused the same to be surveyed and platted as CLARKS 2ND ADDITION and do hereby donate and dedicate to the public for public use forever the road, street and circle and do hereby grant to the City of Edina the utility and drainage easements as shown on the plat. In witness whereof said R.E.C., Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this __? day of UL. 1990 . SIGNED: R.E.C., INC. (% /� / By: its /-..�tltO�oYR.�..�`' STATE OF MINNESOTA COUNTY OF 2}�n The foregoing instrument was acknowledged before me this 9 day of 19 90, by 1 -Oe\ A f�- . CE fr.Y its 5+{,1Q4 -\i- of R.E.C., Inc., a Minnesota corporation, on behalf of the corporation. AgoNOTARY —S9kPdNnorR Notary Public; � a;t.... County, MinnesotaHE IN COLIN`, My Commission Expires , A q, i g 9 ' ftft Apr *4� In witness whereof said American National Bank and Trust Company, a national banking association, under the laws of the United States, has caused these presents to be signed by its proper officer this _ day of , 19_ SIGNED: By: AMERICAN NATIONAL BANK AND TRUST COMPANY , its By: , its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this of , 19 , by its and by day its of American National Bank and Trust Company, a national banking association, under the laws of.the United States, on behalf of the association. Notary Public, County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as CLARKS 2ND ADDITION; 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; that the outside boundary lines are correctly designated and there are no wetland o be designated on said plat. 1'' J .: /1/�`'i e , STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyor's Certificate was acknowledged before me this 'day of ( 19f0 , by Paul A. Johnson, Land Surveyor. JOHN R, CA&4ERO Notary7Public, Hennepin Co nty, Minnesota iE N01ARY PUBUr,-Mji JNESOTA My Commission Expires'' HENNEPIN3N �` Rig sexYsxeeAS,e� ss1t S�pi ;8. '�? a EDINA, MINNESOTA% This plat of CLARKS 2ND ADDITION was approved and accepted by the City Council of the City of Edina, Minnesota, at a regular meeting thereof held this QnxS� n day of r19CV� If applicable, the written comments and recommendat ns the Commissioner of Transportation and the County Highway Engineer have beW received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minn. Statutes; Section 505.03, Subd. 2. McCOMBS FRANK ROOS ASSOCIATES, INC. E N G N E E R S A N D S U R V E Y O R S CITY COUNCIL OF DINA, MINJN�ESOTA 9 Mayor Manager PROPERTY TAX AND PUBLIC RECORDS DEPARTMENT, HENNEPIN COUNTY, MINNESOTA I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 19 DALE G. FOLSTAD, HENNEPIN COUNTY AUDITOR By: Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to MINN. STAT. SEC. 383B.565 (1969), this plat has been approved this day of , 19 BERNARD H. LARSON, HENNEPIN COUNTY SURVEYOR By: REGISTRAR OF TITLES, Hennepin County, Minnesota I hereby certify that the within plat of CLARKS 2ND ADDITION was filed in this office this day of 19 at o'clock .M. R. DAN CARLSON, REGISTRAR OF TITLES By: Deputy COUNTY RECORDER, Hennepin County, Minnesota 1 hereby certify that the within plat of CLARKS 2ND ADDITION was filed for record in this office this day of 19_, at o'clock .M. R. DAN CARLSON, COUNTY RECORDER By: SHEET I OF 3 SHEETS L.r-n1 C.IV r r - 6r l) / r A 100 n1n n r- •,•-r C- ----M �\ /? M a i:i=-i`--9(4.40--'7- ---- North line ofNW1/4of NE1/4,S.8,//6,R.2 M 7T �1 ---437.10--- 70TH STREET M M -- ------SB9049' 20"W 1153.29 ----- WEST ---1095.10--- - --800.10 ° / T21, S890 49'20"W 108.83 _ _ S89049'20"W 106.83 --, .t9�yo UTILITY AND DRAINAGE ,'`, 0 / 3 0 0 0 0\ 3► p - /•p EASEMENT --- \ �2 P�'o2 vom � 1h/ 00 y' / °n0 � 22 . m = Oco 000 . m 23 106.83 U) "' °o •• �O 35 F N`o 0, S c� �am° 108.83 on°r0 O.•, O T4 S89°49'20"W 106.83 0 ��\ 0 3o ID 0 0 0 24 M vt 4, 0_ 15 N00°10'40"W ,; M �; m 21 ID m Z I �; m 0 T 5 0 N43041'00"W 64.80 o w o a o 14 o 0 3 o oT4� S829 40'22"E 106.83 �N89049'20"E> 89.90 82.34-- Ti7 9 30 N89°49'20"E 108.83 T2 ;,%40 T16 Z 0 w ` \ w , ' OD da°1925 °o;N Z wp6 P 0� 1o 2 m 1D 1 �S 2 6 1�°i 1 s m of t / Te ds, ° 19 r. o, 1 00 �P6 m 35.00 30 _ :.80.78- 68.50 - 68.50 -80 78-p N89049'20"E 1 N89049'20"E N89007'37"E N85 00 58 E 1 T11 T ---- .-UTILITY AND �-"'�1288 ""' f DRAINAGE Norfh /ine of soup? 3Z AcreS o{NW%4o{NE%4 o><S2c.8 T•//6,?Z/ 55'19"E 733.00 H a tp 3 3 ci w J Z N w LL J O LL J Q w O x z a Q J LL w w N z Z 41 LL 3 0 A -� 1 n /-, 1�1, I I , IV1 IJ T15 N T14 A r, /1>7"00' e/ yv/fh e7sl //:7e of 41W%4 WAIE %4 0/ Sec. 8 M � M _____-\ NE 174 OF MW 1/4 OF•NE 1/4 Of SE C.8, T. 116, R.21 m 6Nt Qj �PSEM i \ m�r i 1n V �z! /N82 -40'22"W ❑2.85-_ � �/ �� 17.7617.85 30.00 30. J 00 /AD 00 w.UO 35.00 m m D a 3 m o Co w1 ° (D m m ti N m �29� 30 W m Co o 3 I �32� 33 34 IC(o) ao m m � z m/ 35.00 30.00 30.00 35.00 30.00 ; 35. ~� \� 22 E 130.00 s9v° i' T13 ' 00 \ 255.75 EASEMENT- 1--//1117 ASEMENT \,y -•- /ine caro//e/ with "o,-lh /,:?e of NWygofNE%4 of Sec.8 1 A L_r11, 1� Mc COMBS FRANK ROOS ASSOCIATES, INC. E N I N E E R S A N D S U R V E Y 0 R S 33 I 50 _ .._-.. 100 SCALE NN ORIENTATION OF THIS BEARING SYSTEM IS BASED ON ASSUMED DATDDM. DENOTES IRON MONUMENT NOTE: THERE IS A UTILITY AND DRAINAGE EASE- MENT OVER ALL OF LOT 35. NO. (D:10 m T1 m ov Oo o0 S89°55'19"W 106.83 0 N56039'03"W U' T4 N89°49'20"E In 3o ID S89°49'20"W O (D o 0 N73°22'24"E oci Cc). 15 N00°10'40"W Z T8 O 1^ 106.83 O m 0 T 5 0 N43041'00"W 64.80 T10 S17059'26"W 27.02 oT4� S829 40'22"E 106.83 T12 r 50.00 0 T13 0 65.00 O W O 65.00 0 3 UJ S07* 19'38"W Z m ' 6 m v ('Zit v o S89049'20"W 106.83 o v S84* 05'19"E ' 0 T19 N31* 16'44"E 0 -o T20 $31 ° 40'38"W 37.59 to o S89049'20"W 21.00 T22 6 0 0�� 17 0 1n T 18 m m T " 106.83 - 48.00 - T2 ;,%40 T16 Z 0 w ` \ w , ' OD da°1925 °o;N Z wp6 P 0� 1o 2 m 1D 1 �S 2 6 1�°i 1 s m of t / Te ds, ° 19 r. o, 1 00 �P6 m 35.00 30 _ :.80.78- 68.50 - 68.50 -80 78-p N89049'20"E 1 N89049'20"E N89007'37"E N85 00 58 E 1 T11 T ---- .-UTILITY AND �-"'�1288 ""' f DRAINAGE Norfh /ine of soup? 3Z AcreS o{NW%4o{NE%4 o><S2c.8 T•//6,?Z/ 55'19"E 733.00 H a tp 3 3 ci w J Z N w LL J O LL J Q w O x z a Q J LL w w N z Z 41 LL 3 0 A -� 1 n /-, 1�1, I I , IV1 IJ T15 N T14 A r, /1>7"00' e/ yv/fh e7sl //:7e of 41W%4 WAIE %4 0/ Sec. 8 M � M _____-\ NE 174 OF MW 1/4 OF•NE 1/4 Of SE C.8, T. 116, R.21 m 6Nt Qj �PSEM i \ m�r i 1n V �z! /N82 -40'22"W ❑2.85-_ � �/ �� 17.7617.85 30.00 30. J 00 /AD 00 w.UO 35.00 m m D a 3 m o Co w1 ° (D m m ti N m �29� 30 W m Co o 3 I �32� 33 34 IC(o) ao m m � z m/ 35.00 30.00 30.00 35.00 30.00 ; 35. ~� \� 22 E 130.00 s9v° i' T13 ' 00 \ 255.75 EASEMENT- 1--//1117 ASEMENT \,y -•- /ine caro//e/ with "o,-lh /,:?e of NWygofNE%4 of Sec.8 1 A L_r11, 1� Mc COMBS FRANK ROOS ASSOCIATES, INC. E N I N E E R S A N D S U R V E Y 0 R S 33 I 50 _ .._-.. 100 SCALE NN ORIENTATION OF THIS BEARING SYSTEM IS BASED ON ASSUMED DATDDM. DENOTES IRON MONUMENT NOTE: THERE IS A UTILITY AND DRAINAGE EASE- MENT OVER ALL OF LOT 35. NO. BEARING DISTANCE T1 N32°10'40"W 38.91 T2 S89°55'19"W 12.88 T3 N56039'03"W 43.97 T4 N89°49'20"E 8.00 T5 S89°49'20"W 8.00 T6 N73°22'24"E 17.66 T7 N00°10'40"W 65.00 T8 S43041'00"E 70.00 T9 N43041'00"W 64.80 T10 S17059'26"W 27.02 T11 S829 40'22"E 65.00 T12 N07°19'38"E 50.00 T13 S82°40'22"E 65.00 T14 N820 40'22"W 65.00 T15 S07* 19'38"W 10.00 T16 N82040'22"W 60.00 T17 S89049'20"W 7.55 T18 S84* 05'19"E 19.77 T19 N31* 16'44"E 38.18 T20 $31 ° 40'38"W 37.59 T21 S89049'20"W 21.00 T22 N400 44'32"W 43.87 SHEET 2 OF 3 SHEETS 1 60 �_Y 1 „. /r- NDN Gor. of NE I/4 Sec.8 T116,k21 �' CHenl�, Co. mon.) r,- io o c ti w - i � [H 9!1 Oki licwA L, I liff X11111 [O `,'It',-I i. 1 -it It -04,11- North line of NW l/4 of;NE114 of Sec. B - - - - 1331.21- - - .1 1., 331.21---"1., will II I,V.-./t-.:_�_. .) v`✓, v✓ ,-\Ll tel: I :. i,L -__I^om ,n__M-_ Tyle SouT7r /irle or -7orih /2 %y Acres South 32 Acres of NW%4 01'NeTY4 o{Sec. 8, T, ff6,R..2/ Mc COMBS FRANK ROOS ASSOCIATES, INC. E N G I N E E R S A N D S U R V E Y O R S I 0 50 100 SCALE IN FEET ORIENTATION OF THIS BEARING SYSTEM IS BASED ON ASSUMED DATOUM. • DENOTES IRON MONUMENT NO. BEARING CHORD DELTA RADIUS LENGTH Cl S19007'13"E 64.92 43.97 37053'06" 100.00 N32°10'40"W 66.12 C2 S59°07'13"E 71.86 42°06'54" 100.00 5.00 73.50 T6 C3 S53011'37"E 22.69 53°58'05" 25.00 23.55 C4 S42059'52"E 34.66 33034'35" 60.00 35.16 C5 S89°26'51"E 59.39 59019'24" 60.00 62.12 C6 N46021'48"E 30.10 29003'18" 60.00 30.43 C7 N10°42'51"E 43.24 42°14'35" 60.00 44.24 C8 N37000'37"W 53.74 53012'21" 60.00 55.72 C9 S81007'13"W 69.29 70031'57" 60.00 73.86 CIO S63°13'21"W 14.93 34°44'12" 25.00 15.16 C11 N89047'36"W 8.35 19°13'53" 25.00 8.39 C12 N40010'40"'W 64.28 80000'00" 50.00 69.81 NO. BEARING DISTANCE T1 S89055'19" -W 12.88 T2 N560 39'03"W 43.97 T3 N32°10'40"W 60.93 T4 S00010'40"E 7.00 T5 S80°10'40"E 5.00 T6 S32010'40"E 38.91 UTILITY AND DRAINAGE EASEMENTS ARE SHOWN THUS: 6.0 I-- 10.0 I (NOT TO SCALE) 1010 BEING 6 FEET IN WIDTH AND ADJOINING LOT LINES UNLESS OTHERWISE INDICATED AND 10 FEET IN WIDTH"AID ADJOINING STREET LINES, AS SHOWN ON THE PLAT. SHEET 3 OF 3 SHEETS