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HomeMy WebLinkAboutTanager Creek - 02183 C.R. DOC. NO. TANAGE R CREEK h, p t \, KNOW ALL MEN BY THESE PRESENTS: That Cheyenne Land Company, a partnership, fee Has caused the same to be surveyed and platted as TANAGER CREEK and does hereby EDEN PRAIRIE, MINNESOTA owner of the following described property situated in the County of Hennepin, donate and dedicate to the public for public use forever the Boulevard, Road State of Minnesota to wit: and Lane and does hereby grant to the City of Eden Prairie the utility and drainage easements as shown on the plat. This plat of TANAGER CREEK was approved and accepted by the City Council of-the The West Half of the Southwest Quarter of the Northeast Quarter of Section City of Adeenn Prairie, Minnesota, at a regular meeting thereof held thisWe 3, Township 116, Range 22, except that part of the West Half of the day 01 19 If applicable, the written comments and Southwest Quarter of the Northeast Quarter of said Section 3, described as recomme dati �ons f the Commissioner of Transportation and the County Highway follows: Beginning at the southwest corner Qf said Southwest Quarter; Engineer have been received by the City or the prescribed 30 day period has thence east along the south line of said Southwest Quarter to the southeast In witness whereof said Cheyenne Land Company, a par nership, has caused these elapsed without receipt of such comments and recommendations, as provided by corner of said West Half; thence north along the east line of said West presents to be signed by its proper officer this � day of a+....a Minn, Statutes, Section 505.03, Subd, 2, Half distant 682.55 feet; thence deflecting to the left 31 degrees 30 19 YY. (7 minutes distant 193.8 feet; thence southwesterly 640.0 feet more or less to CITY COUNCIL OF DEN PRAIRIE, MINNESOTA a point in the west line of said Southwest Quarter distant 493.5 feet north SIGNED: of said southwest corner; thence south along said west line 493.5 feet to , Mayor the point of beginning. Also except that part thereof lying east of the CHEYENW LAND COMPANY easterly line of County Road No. 60, ALSO � N �C�41 LAG Manager �w.�.Q......._ That part of the East 75 rods of the Northwest Quarter, Section 3, Township By: its kv 116, Range 22 lying southerly of a line drawn from a point on the east line of said East 75 rods of the Northwest Quarter distant 1460.09 feet north of STATE OF MINNE TA PROPERTY TAXATION DEPARTMENT, Hennepin County, Minnesota the southeast corner of said East 75 rods of the Northwest Quarter to a COUNTY OF HENNEPIN point on the west line of said East 75 rods of the Northwest Quarter I hereby certify that there are no delinquent taxes for all years prior distant 1467.24 feet northerly from the southwest corner of said East 75 The foregoing _instrument was acknovr edged before me iS /Yelday to for land described on this plat. Dated this day rods of the Northwest Quarter, and said line there terminating. ALSO of<x / ' 19Av by __S of , 19 G That part of the Northeast Quarter of the Southwest Quarter and the West Cam; of Cheyenne Land Company, a partnership, on behalf of VERNON T. HOPPE, DIRECTOR Half of the Southeast Quarter of Section 3, Township 116, Range 22, e ph artners described as follows: Commencing at a point on the west line of the a g Northeast Quarter of the Southwest Quarter of Section 3 a distance of 16.5 �� '�j, a fA ,° t9t?N Y �ys.t� t y : Tax Clerk feet north of the southwest corner of said Northeast Quarter of the No ry Public, Hennepin County, Min sota Southwest Quarter; thence on an assumed bearing of north along the west M Commission Expire f / �+tr ner c,io,19 Y p �10•f�7• �� �fI d $ MY cait;mts�.ur¢e a {�s acrA,9®.19$6 ' line thereof a distance of 1289.25 feet, more or less, to the northwest 4—� im corner of the Northeast Quarter of the Southwest Quarter of Section 3 and SURVEY DIVISION, Hennepin County, Minnesota the point of beginning; thence southeasterly along a curve concave to the southwest, having a radius of 573.68 feet, a central angle of 30 degrees 14 I hereby certify that I have surveyed and platted the property described on Pursuant to Chapter 810, Minnesota Laws of 1969, this plat has been approved minutes 20 seconds and a chord bearing of South 75 degrees 35 minutes 11 this plat as TANAGER CREEK; that this plat is a correct representation of said this _ day of , 19_ seconds East, an arc distance of 302.77 feet to a point of tangency; thence survey; that all distances are correctly shown in feet and hundredths of a South 60 degrees 28 minutes 01 seconds East, a distance of 471.05 feet to a foot; that all monuments have been correctly placed in the ground as shown; ROBERT L. BAKKA, COUNTY SURVEYOR point of tangential curve to the right; thence along said curve, having a that the outside boundary lines are correctly designated on said plat. radius of 479.73 feet and a central angle of 27 degrees 24 minutes 45 By: seconds, an arc distance of 229.52 feet to a point of tangency; thence South 33 degrees 03 minutes 16 seconds East, a distance of 80.48 feet to a Paul A. Johnson, La Surveyor, Minn. No. 10938 point of tangential curve to the left; thence along said curve, having a COUNTY RECORDER, Hennepin County, Minnesota radius of 499.69 feet and central angle of 64 degrees 08 minutes 34 seconds, an arc distance of 559.40 feet to a point of tangency; thence I hereby certify that the within plat of TANAGER CREEK was filed for record in North 82 degrees 48 minutes 10 seconds East, a distance of 70.00 feet to a this office this day of , 19 , at o'clock ,M, point of tangential curve to the right; thence along said curve, having a radius of 264.5 feet and a central angle of 54 degrees 30 minutes 44 STATE OF MINNESOTA seconds, an arc distance of 251.65 feet to a point of tangency; thence COUNTY OF HENNEPIN R. DAN CARLSON, COUNTY RECORDER South 42 degrees 41 minutes 06 seconds East, a distance of 45.74 feet more or less to the northwesterly right-of-way line of County Road No. 60; The foregoing Surveyor's Certificate was acknowledged before me this 2 r day By: thence northerly along said right-of-way line to its intersection with the of 19_t) by Paul A. Johnson, Land Surveyor. Deputy— north line of the West Half of the Southeast Quarter of Section 3; thence westerly along said north line of said West Half and the north line of the ! -Northeast Quarter of the Southwest Quarter of said Section 3 to the point Notary Public, Hennepin County, nnesota of beginning. My Commission Expires ri f, 21 ;Pf'*3L"l�'VfY7k.t�'ws'fV�*A't 9& n�,?4�c:a+E" `Gvp,fL Pt>a� McCOMBS — 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 3 SHEETS L=02°46'05" R=400.27 L=19.34 p --a C.R. DOC. NO.41° 6oO L_2 68 O o ?0 4. D31.55`- I 0 `oR 61-0 p�q 447 L= 3 . 9 TANAGE R CREEK cl M 4-31°0C'00" L=21776 ;'I_=40 S 3 0 1v I c6, M EN ALE CZo < O 1 N ' 25 25 N 00 I 0 I o Cr OOUI W O � � o I - I 1 T161 -1 a s 1 TOO 1 i I 10 I °o the ecysf /ir/e of• Easf N 10 ml I 25 75 /"o q's Of NW !4 of Sec. 3 - -- UN r- v k ' d L - 170.88 -0 I a s -- � - - - - - v 77 2055E - /�� r.. t _ - -1 rn N i i� T12 1 W N S89'43' 19"W I .` � �.. ,, I l 0 01 01 0 1 I� on 10ry stwee v , �� i \$46 / Z 0 200 5 '7en /O P . 100 o I 3 0� 11 ollz Do �"4010 Z21 � s� � � � � ' � o � SCALE W FEET 163 84 C I IT n�_ 1� i h io L - _-_-_- ?s Zs 1 N o y 32.g0 I f ^ N89043' 19"E 1 m o o S?3009%9 f / O `( ' NI t 1 � ' Nro m !' , N O 4 c'IITW O 1 2ro e< O c>7 0 �/ 1 1 il 1 a 5�� 0 the East line of II I I �V1 149.57 Q O m Sg °O, N h L_ - - - - - -i Z G 1 A a•oo, °0 ate �'� `I� = W '/Z of SW '/4 of - v r - - - - - Q 1 W o0„F Sao ewe p�0�' (` w , 1 i i_� ( S89043' 19"W �I j 1 1 ePy (� -_ IvE /4 of Sec. 3 I p I o 5 0 125 25 ---- 1 11 Qoc \�1� Cl) k AQ o col 0 1 1 p Otl� 162.25 ~ d. Y' i 1 /C2rlferlin2 Of creek c�_ v\ L_ -_ - - - - _-� 1 � . Y 1 1 / N 0O Me N W corner \ o S N89 43 19"E , 1 U) k of NE 'i¢ of i o T9'r �� 36 10 1 25 SE, cor of East 75 rods , SW '4 of 1 0 6 �� D 6 62 11 11 of N!N %q of Sec. 3 �\ � v South line of W '/2 of SW 'i¢ of I 1 m c� Sec. T1s °Zhu SQ' � �036 1 1 North line of NE '/4 of SW 'i4- of See. L- Z NE '/� Of Sec. 3 T1 L_ 1 ' % �\�g 1 \ N89 ° 15' 03" E 589 . 09 _ 1 m 25.01�° a°�OUTLOT E _ S 30.90 O 18°I558 572.03 -- 1 E m ; I I61 QeCIVI 23o0j S22°25'33"W �•, \ SW corner of K:NGS FARE�.? AD��. s4 t_ <:` °6' w ` / 17.06`�" 66 � fh e. SE corner of W �/2 _, ` i VLSI` 4 . !/ 26" o m ; -, /�Sanitctr sewer easemenf W 2 M -E C s\ o � � . y '/ of SW i4 Nor/h /irle o{ W �2 o{ SE �g 17 , IHF' IG'r;TI.+ ` � oo' ; o't` 7 / Per Doc. #3940856 of NE /4 of � of Sec. 3 of SW /¢ of NE /¢ of \ s, Sec. 3, T. 116� �P. 2Z � Sec.3, T, !!b, R. ZZ f G\ sCu M \ i Y QO , . Cu� fV _ LD 'rj • DEIJOTES IRON MONUMENT the SW 6E corner O �S ` \ ° 17 of N E '/4- of ? - \ '\ \ \ 3? ARN N ASS E IGS SHOW ARE UMD. SW '/4- Of \ ` \ \\ \\, ` (D �i_ UTILITY AND DRAINAGE EASEMENTS ,Sec• 3 / \ 0 \ \ W Cu i!J ARE SHOWN THUS O\ \ \ _�' I 0 to Qe. m 7 1 \ Tto \ NO BEARING` CHORD DELTA RADIUS LENGTH \\ J \ C1 S25035' 35"W 262.66 43022' 17" 355.41 .269.04 \ $7 \ �" ^ BEING -1 FEET IN WIDTH, UNLESS C2 N69056' 30"W 242.27 54°30' 44" 264.50 251 .65 \ \ oTNEQwISE INDICATED, AND ADJOINING C3 N46045' 38"W 227.34 27024' 45" 479.73 229.52 NO BEARING DISTANCE LOT LINES, AQ0 IO FEET IN W1DT1-i C4 N75°35' 11"W 299.27 30014' 20" 573.68 302.77 TI N89014' 52" E 69.83 \ \ ` ,/2 N (y, AND ADJOINING STREET LINES, AS C5 S65024' 55" E 5.37 '0049' 49" 370.27 5.37 T2 S47016' 43"W 30.48 \ Q O S +owN oN THE SLAT. C6 S71 °20' 35" E 95.56 12°41' 10" 432.47 95.76 T3 N42°41' 06"W 44. 19 \ \ \♦ W �� C7 S03°17' 22"W 79.24 11 °25' 15" 398.21 79.38 T4 S82°48' 10"W 70.00 C8 S 11 °42' 38" E 128.56 18°34' 45" 398.21 129. 13 T5 N33°03' 16"W 80.48 \ \ h C9 S 15°48' 08" E 45.66 10°23' 43" 251 .99 45.72 T6 S65°00' 00" E 60.00 CIO S02°11' 52"W 111 .68 25°36' 17" 251 .99 112.61 T7 S09°00' 00"W 70.72 °'N C11 S14027' 57"W 8.71 1 °04' 06" 467.36 8.72 T8 S08000' 00" E 63.05 6S1 RF /O / Q �66- C12 S06030' 12"W 120 .85 14051' 23" 467.36 121 . 19 T9 S08000' 00" E 18.65 j C13 S04027' 45" E 57.68 7004' 31" 467.36 57.71 T10 N08000' 00"W 81 .70 �' ` � % ti` utility easement °off C 14 N82°00' 00" E 50.00 300°00' 00" 50.00 261 .80 T11 NO9°00' 00" E 70.72 `�4., ' �? a C15 S11025' 18"W 65.05 81 °03 24" 50.00 70.82 ° per oc. 3940855 a T12 N90 00 00 E 130.00 n C16 NO3°30' 00" E 166.42 23000' 00" 417.36 167.54 T1 S0900000"W �� ` 6°37 41 p z; 1 , p=3 h / G17 N03000' 00"W 186.64 36000' 00" 301 .99 189.75 T14 S08°00' 00" E 1255.00.00 �99 _ L=169.09 C 18 N06°00' 00"W 180.24 30°00' 00" 348.21 182.32 " ' " 6 T15 S89 14 52 W 68.64 9 C19 N86020' 35" E 140.42 18041' 10" 432.47 141 .04 T16 N89043' 19" E 133. 18 S I J U r , C20 N72°30' 00"E 67.86 9000, 00" 432.47 67.93 T17 S28°55' 48"W 123.28 `59. 4 0 T 4 �� (� (�• �: �_ c=i'� ' C21 N82037' 44" E 199.04 29015' 29" 394.05 201 .22 T18 N55°27' 51" E 100.90 C=530 . 65 C2 '`s 83 ' C22 S06°00' OO" E 193. 19 30°00' 00" 373.21 195.41 T19 S38°00' 00" E 50.00 3p , /VW�y R1W 1/f2e o/ C23 S03°00' 00" E 171 . 19 36°00' 00" 276.99 174.04 T20 N16°00' 53"W 143.25 6 3 //Co. Vic/ /Va. 66 C24 S03030' 00"W 176.39 23000' 00" 442.36 177.58 C25 S60002' 44"W 95.44 58024' 16" 97.81 99.71 Mc COMBS - KNUTSON ASSOCIATES ,, INC. ' ; X-" +Z E N G I N E E R S A N D S U R V E Y 0 R S SHEET 2 OF 3 SHEETS C.R. DOC. NO. TANAGE R CREEK gy p / r- \ T P! r� I^ i\ I r 1 r\ I I i I P \, V 'V / �. I I\r El �� S I I� I /A `50 -1_0 r i I// lir llt` - r`-j- I�Lin I' o I n - .� I. `,1`JI IIV ., 16 L�JI�` ,. `J 0.. N, .-1 N89 34 45 E 1237 . 50 _ _ rr .�7 Norfh line of W '12 Of 309.98 :45- �nV�,J'V l: i\J i i I l / r N - -" 262.50 - -, LCI;`r-Nir � I-/ iJ SW //4 of NE 14- of `_ ,n _ \ / If \ulo \ ` 15I - L01 I ir�ni � � �•' <; �. / Iw San. sewer easemenf \4 �- � � r• r,1-,-I„ nl Sec . 3 ov{, C," per Doc. 4010122 \ t FI I ,Y1 I I,a�l� l , I�/I v \ ��� �. P \\�` a5 I i N89 °58' 47" E 532 . 13 tu ' - 242.02- " 1 ✓ �d �� \ m \ \ \ 4 -- 448.641 I mI F ie307 -- V 18 \\\\ O\ V C] M 2496 -'-il C� I = 0 41 \ V 67I L.J (V _ 125; rnOC\ l0 J q 10• N <r Ln I 11sI o o, cn � ;;r / �!/fi/ifyandIt �o I � Sanifary sewer easemenf ,r, In J o o I er Doc. 40/0122 I = p # I hh o " . '1 easerenf d a CO I I NI I ° \ �� i 3 ��San. sewer w p I � I \ ro1 4, O �N �i I � easemenf = o per Doc. CO o 0 0 U T ; I L \ 0 T WI I � �, z �z� I o ; *ka-o/o228 0 Z �� N O to I 3 I iAI I ~ -.-rl f�--20.0 ° `� �� N I! 1 I o lC2nferline of creek -u fib y 1151 -!I r- -24.94 o - � p G m I o I 9 \ 20.0 25.87°57'22° O Z N drainage eosemenfc { I z I ,\\ \ °-� -• C9 - --- 120.35 H %O©_"_ - CL i r I I \\�' C 13 \. r CD U C v 2� I 0' �� 3145 MC/= �' U 1 �'b2 10 p O ^L- C5 M �t0 X N O _o > Ian / / O �6 4 u! OO. W O � M Cio 12511 °0O'00" L=364. 0_ ;� // / \ �/ I / 0 �0� ro 4 5? p0„ R=424.05 L=340.g5 354.g3 �=)/ // -"J2g.811 O L Yr, / CB p=46�26.68 0'30°37'41" i .Q=L C3331.3 ro 0/ y a/ld c� c� (� �i• L` 31.55" IS 22'/9.;- 9 "� Tg / h �/ \1 0`0 o oW Dra/na9e 1 4;47000' 00" R=402.47 06 /,y T 2 I / O�AR�• `o , I easemen/ 63:0 ,. 0 Q Q lV L=330. 15 C=320.97 0 FO �8 -61° / 7, o I 20.0 'fca Q Z d- C°/26O40oO, lBl R=418.09 \-'44$ p9 -� L.--_" 25.8! / � 4 f� !� 36 9 � o=s4°oo' oo' � �o Z L=500.53 C.47 4 C 506 $anifary sewer ✓�� �'64°00' 00" R=478.09 L_534 0 easemenf per t 1 20 <; ? 2�% �o 0) 3 Doc, *k40/0228� 5� ;', '� m ti 0 100 200 1 c ' Ln a r � 011, COa0,\ SCALE IN FEET DIP N / NOG / ��� � Z 0 U T L � � • Denotes Iran Manumenfi Bearings shown are OssU/ned r� V�• 5°�i g�I I - 130.00 - _,f '44 y- N90°00' 001 W; �s Sanifory sewer o easerenf per �N OOG. # 4-010227 NO BEARING DISTANCE TI S00°16' 41" E 105.81 �' T2 S50°00' 00"IN132.25 o°o T3 N66°00' 00"W 125.00 o T4 S65°00' OWE 60.00 NO BEARING CHORD DELTA RADIUS LENGTH T5 S66000' 00"E 125.00 yry T6 N50°00' 00" E 132.25 C2 S10045' 15"E 30.84 03°00' 22" 587.90 30.85 T7 S65000' 00" E 60.00 Ns 300 C3 N 18°42' 40"W 132. 16 12°54' 27" 587.90 132.44 T8 S66°00' 00" E 125.00 s o0, 0p C4 N76°37' 26"W 73.36 23°50' 53" 177.54 73.90 T9 N50°00' 00" E 132.25 00°W CS S82°39' 00"W 174.34 65°18' 00" 161 .58 184. 15 T10 N77°20' 55" E 92.22 C6 N74022' 16"W 114.73 16044' 31" 394.05 115. 14 T11 N23025' 15"W 109.89 -, C7 S67°12' 25" E 33. 14 4°24' 51" 430.27 33. 15 T12 N00°25' 15"W 101 .58 C8 S88°30' 00" E 297.05 47°00' 00" 372.47 305.54 T13 N31 °25' 15"W 89.05 C9 N710 01 ' 16" E 158.97 42002' 32' 221 .58 162. 59 T14 NOl°25' 15"W 101 . 58 T15 N56°34' 45"E 113 . 35 T16 N01035' 15"W 117. 57 J C12 S66023' 03" E 19.34 2046' O5" 400.27 19.34 T17 N56°34' 45"E 66 . 77 C13 N82039' 00" E 206.71 65018' 00" 191 .58 218.34 T18 N00°01' 15"W 80. 77 C14 S75021' 27" E 54.57 21 ° 18' 53" 147.54 54.89 T19 N06°40' 58"W 23, 52 C15 N04047 3Y E 292.92 16045' 33" 1005.00 293.97 1 T20 N03035' 11"W 30.00 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 3 OF 3 SHEETS