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HomeMy WebLinkAboutCardinal Hills - 03684 R.T. DOC, NO. CARDINAL HILLS Know all men by these presents : That t4ew American Homes Corporation, d Minnesota corporation, fee owner I hereby certify that I have surveyed and platted the property described on this plat as CARDINAL HILLS; that this plat is a and Drover First American Bank or South St. Paul , a Minnesota correct representation of said survey; that the distances are correctly shown on the plat in feet and hundredths of a foot; that corporation, mortgagee of the following described property situated in the County of Hennepin, State of Minnesota to wit : all monuments have been correctly placed in the ground as shown on the plat, an that t"outside boundary lines are correctly designated on the plat. The East half of the Southeast Quarter except that part thereof embraced within the Plats of Cardinal Creek 2nd and 3rdAdditions; and except that part thereof lying easterly of the westerly right-of-way line of U.S. Highway No. 494 as set forth in Final Certificate Document No . 907830; also except State Highway Parcel 202 as set forth in Final Certificate R.T. Document R na L Land Surveyor No . 930501; the South half of the Southeast Quarter of the Northeast Quarter except that part thereof lying Easterly of the Minnesota State Lic. No. 14374 Westerly right of way line of U.S. Highway Number 494 as set forth in Final Certificate Document Number 907830; and that part of the Northwest Quarter of the Southeast Quarter described as follows : Commencing at the Northeast corner of said Northwest State of Minnesota, County of Hennepin -2 y Quarter of the Southeast Quarter; thence West along the North line thereof 165 feet: thence Southeasterly to a point on the The foregoing surveyor 's certificate was acknowledged before me this l/p day of OC?0 , 198 by Ro ald L. Krueger , Land East line of said Northwest Quarter of the Southeast Quarter distant 165 feet South from the point of beginning, thence North Surveyor. along said East line to the point of beginning , Section 3, Township 116, Range 22. NIARVIM L.RCI�ER7SON NOdA0.Y NLIC�MINNEIW Notary Public, Hennepin County, Minnesota MENNEPItJ COUNTY Have caused the same to be surveyed and platted as CARDINAL HILLS and do hereby donate and dedicate to the public, for public +1y�ommissionexPiresOd 2o,1990 My commission expires _ use forever , the roads, interstate highway and the drainage and utility easements as shown on the plat. EDEN PRAIRIE, MINNESOTA In witness whereof, This plat of CARDINAL HILLS was approved and accepted by the City Council of the City of Eden Prairie, Minnesota at a regular said New American Homes Corporation, a Minnesota corporation has caused these meeting thereof held this Z,otN day of ©e �ob e r , 198=. If applicable, the written comments and recommendations of the presents to be signed by its proper officer this 3or+' day of " , 198_1 and said Drover First American Bank of South St. Commissioner of Transportation and the County Highway Engineer have been received by the city or the prescribed 30 day period has Paul , a Minnesota corporation has caused these presents to be signed y its proper officer this 3 pTM day of OCro B ER , 1987. elapsed without receipt of such comments and recommendations , as provided by Minnesota Statutes , Section 505.03 , Subdivision 2. signe signed NEW A RI N HOMES CORPORATION DROVER FIRST AMERICAN BANK OF SOUTH ST. PAUL CITY COUNCIL OF THE CITY OF EDEN PRAIRIE, MINNESOTA • bYJU4 f' 45g-- its UatAist oca. fff,S,ptj- by _ Mayor by� Manager president 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 198 Dale G. Folstad , Hennepin County Auditor by Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to Chapter 810, Minnesota Laws of 1969 , this plat has been approved this day of , 198 Bernard H. Larson, Hennepin County Surveyor by REGISTRAR OF TITLES, Hennepin County, Minnesota State of Minnesota, County of Hennepin I do hereby certify that the within plat of CARDINAL HILLS was filed for record in this office this day of , The foregoing instrument was acknowledged before me this 36" day of Ocros R, , 198 by Q aQmykN T. e Ra , president 198_, at o'clock—.M. of New American Homes Corporation, a Minnesota corporation, on behalf o the corporation. R. Dan Carlson, Registrar of Titles by Deputy s-..rowcaeaar.:�ws�oec..��u: PAMALA C. SUITON u� rvuiuk �u dir mew rvLsui Notary Public, Hennepip Coun�tyy,, Minnesota HENNEPIN COUNTY /) � L.l-2L- ' „r My Commission Expires Aug.1,1991 My commission eXp1Ye S` PP State of Minnesota, County of Hennepin The // f r�efg�o,ij�g i stru ent was acknowledged before me thisjday of , 198 �'✓ by .�/l/I/1 Addll�ll. its t�frsrr a (f� of Drover First American Bank of South St.-'P`aulu —, a Minnesota corpo ion', behalf o--��'' the corporation. rI1Nr No Y Pu lic, Hennep County, Minnesota r.ry -JY My commission expires RON KRUEGER AND ASSOCIATES LAND SURVEYORS AND ENGINEERS SHEET 1 OF 3 SHEETS \ N roe IS 27" E - - 2.78 �F R.T. DOC, NO. , 0�, s CARDINAL HILLS �e3°o TtiT DRAINAGE AND UTILITY EASEMENTS �T�c�y �R9 ".rq�F p ti ARE SHOWN THUS ?''':> . �yo I I BEING 5 FEET IN WIDTH, UNLESS OTHERWISE �`'� !I�s� <�+�� ��8/ , ~ } �c g97 INDICATED, AND ADJOINING LOT LINES. AND 10 C' c2°o2 5 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY FA '9ass' 5 LINES, AS SHOWN ON THE PLAT. �� ( Te °s Fri INTERSTATE HWY 10 i 10 5�6 / \� ' , \ I�Drainage and 932 O��c;/'; 'OAT \� NO.494 l tiF. N 00 4647 W R/ .., MATCHL/NE, SEE SHEET 3 OF 3 SHEETS /,� a \ \1 F \ 0 a ,a \\ So,L 9 60 0 60 120 , A2 0=20°o4'26 L=515.02 R=1470.00 L=73.73 °2� O ° 16 >. =27°. 5 _ 5fj� � ` SCALE IN FEET36'37" OO �a 4- III III III 1I� I ° I 1R-153/00 � 7c'gg 4'22°---__-.-____ V� );9g 4 d• ti : Utility e �o Easement\ ------ 3°29 20' I =3°291 Id =99 —i /° s xj0=330 30 I � f o DENOTES IRON MONUMENT - 4 R70i =10 332'4 BEARINGS SHOWN ARE ASS UMED � 37°I— 10 2p 6 \ I w 1 I I I I I I I �, \ 70.7o I/j_3>° R. \� '/ / \ C. I ' I ILIJ I w I I I I` j I 'f l l �o2g„ 2/>° N�3� //// 17 \u m I r -1 I I w I I r `1 I o,5y V p r ` +4� 02 R, ° '`�, \o m I� of I-M �I 1- I I I I ° o Iw m,h rv�r j / / �' 3 l3' al I NI a1 0 to Ih o Wo o� / / V f\/ '� 'O° i' \,fo O.. / �� \ IM N Io a,l � �I 1 0 w r�M I Ia' M�t SON rr /i / \ co - 15.60 1 \ ca rn o r`i O rnI I= a v� N ++ n N 4r M rL a / r ( \ ,%j% �'? 2/ / \ I IZ I Iz NI Iz cm� �N NI IM J �ivlla Jd �Vm /� O� p� Ory \ 2So `i ' vo OA\ \\ I I I 2 1 I 3 I I /� I I Z NI to I I," �./ v \� /� -k\ 5. /i \s9 i / \ I I I I I 4 I I IN I Iz N I I I I I I 5 I I z 11 /M �� /.�� h�o`o oo� `i \ ;i / �I -- \ 18 3 i / / h s° 9 C' \s� / �o o„ o°,, `_�2.73 I I I I I I 1 / l / / ® titij / o o,,0\\ °off', k' I I .7 0a/ /- m 165.46 ��_I L— 80.00— L— 79_07 J L— 79_II--J L— 65.00 J L— 67_30 J / \/ /, ti s'- O \ / /;: N-\ �' £� 18' Iy N 72°25010 W \\\O� j j��\ //j/ , �/ f/� I -9 o \ OUTLOT y -N N/ / �. \�O \ �9 a o a o pO y v / 10 \92/ //�c 6b�\ �, \O` / /, A6 V o� m \} O\ �r P `p1 ^ 20 \ B � 6OO � "JI- °= `oN , I06,y/ E_ : �\ p�\\ \6 �\Omp � �v r tiF°�Q� 9 sR 8� NBq°?6�/ �09 1°� \\���° 21 /\\ Na LtA `o 12 69 F\�8� cP� \\rp�NN OUTLOT q '°s <�IS, ao�\ s °A= �' c2 p\ O / ooC P el, 22 6. �9 Q \'� O 23 j � 0 N m o N%(4 \ s 2% jr°„ I Z BENCHMARK: Top nut of hydrant in the m l `9g3T- p „WC� T.1 �N Southeast Quadrant of the j \ �g?°23p7 in\ 6.�1 tcn� 49. intersection of Stonewood Court $ +' ij \�� _ __ �\\ and Cardinal Creek Road. \226 �/ - --------SURVEY LINE----------- \ o°\ N�1 60-- O ELEVATION= 870.68 feet (N.G.V.D.-1929) /$y°O� , P\�O� , \ Jes, \ \\ 24 E 60r -- ✓ 0� W / 06 _/_ ---- g f 41 N O M \ 3 ° 15 c^N g96- F/ 9S4 60 Creek elevation (as of 10-15-87) at the ; NINE °o\r' \39� \ O' h� southerly line of CARDINAL HILLS /$2 6j .' feet (N.G.V.D.-1929) CENTERLINE \ ,.; NINE MILE NORTHEOR�Y LINE \ 50� :.' Qi \ CREEK \ % CARDINAL CREEK 2ND ADDITION QF\ \?6 _ 4 3 \ ac..: /•�sl.Jrjj'Y I ..•+114 \ 'ham/ RON KRUEGER AND ASSOCIATES �� -OBM LAND SURVEYORS AND ENGINEERS SHEET 2 OF 3 SHEETS � 3 R.T. DOC. NO. '0 ;'7 \ ��^� \12 0 SIN I�`SSG OE ENE N��NEP CARDINAL HILLS °f hOSec 3he�wP•\\6, i NE VA `O� S N$�Ag ro yo \ �� /j// `� sr� 60 30 0 60 120 SCALE IN FEET \4 �\ \� j 61 ji`/ S2S\\ \\ //-/$\° b� \� > \ �- '� ` o DENOTES IRON MONUMENT 6)0 d°�� \�� /� N 2 i w BEARINGS SHOWN ON ASSUMED BASIS Q6 S it �� /� dX es/er, \ .,::... of .9.42 / -----.,. , ne Of \ i / yo:' % 6S 4 // �S•,�c 82./2 N53 /4 9hw y \ / i'\ u', 7 Iy o N 2 s° ° 0 \Os�sr // / n�//'w 5 / `82�62 os se, \ �� 0 \3 V3 / L o w/ / /, �2 ` 8503 fO'/h ' V Sic° \ / v� 4� / h°� aM~��/ / ` r ;= ° v�/ 6 ' :^ Oro; 9/g0 Fool C �m o/ SSA oo er . /�// \\ S S \%k 6 / ,�9\C 9e � �� f�f�oOt c ?j <,.\ O \°6 F9' / /p• h �6.\ 74 22 \ e R• T 15� DOC � � ��0 4�s ��/ / /o / / ;' j /i tiN�/ I `�\ ?� NO \12 /.;a d 00 i a.s° ;`y / /a 7 a-`L/ /i gS\ % -�- \ 901 \12 EPS� C'a %9 / // \�936' /0 / /^ w�M°/ / ���� h a 83o �PS� jk \IAS� �� N, \0032.:� / / / /��' R,/ / ;'�,� ` y , `3 Al a �NE 3. NE OE EPS� / 39° 4� �OEVTN // / `2353 /Oni a/ \S2' 00, ti0 -` " \vim / / / Oil ^�` 3/ S/\ p „ -L a ° / / / /a' 8 o S N OF i `b os , ) o �'s fg' M%/ -/ \�/ '_ N OVA 4 ° / � �h / 2 ° / / - m c^ NA \ 0/ yo o / / <,\ 3 S3 -39 }/ /!a; 02 / / / /o j� �� 69 m \\ //a // a,g Ssoo Oo'' AROMso/�f� �\ o- O„ / 9 N `\N O r / �;36°Op 4 /,' /O / /yc /O 9!6g\\ �� r / `T9e360/ C�`A 49 0 ! / /� g/ tt r: /°'b� Rc,0000 �6�7 / /i �Q/ \, \\ '� 4/\ ° olr N /48.67 -4so0� ' \ f /co�O t 39 9g , .22a 0p 5g 33 20"yy ° / 3 / / 6 / �2 no/ /oo / 4`4°5,0' i -1- 59 367 9g �4 / / / / /I 63.67 \O SO / \ 1 90 / /° / / it /�-��� Da93° O / /g0' \ \ ) \ (L I /0jo / / / r`� SS'' \ \ %"� i,,' /`L'co OC � 4,18'0p„ g / 12 2 % '^ry M ti / / / / ` CIS �a \�, ,N N L 9 / / / /= o �/ /ry �/ /N \ oGoo - 290.58--- - �j1 I I I I r r05 / / / 1 ------ -- -74 42 Id'w \ _ o I I I I 52��00/ / / / / j'w co/ /N 1 --------- N \ I iJ I I I \\1 \J L 9 / / 10 / / 2 / / ° 1 '� 126.46 p L:'------- \ w 18 1 26�_� 4�0 / / N g ° / 11 / / 2 I � \ -- \ °r?a - \ II;r iO I I �I 17 I 44 "66,68� _� ��86 34g K / / �' o�i I :;�47.51 \\�fl 3 w the22 I o I I i I w I � � J / 12 / \� - 0=18 3945 1 I I 1 94.8 1 ` — 88. / / �Q rz `•, a ��O oa � the N P/\A\y'Ft9e -�\ N °Z / 0) 1�0 I N W W aNDI lob 1 I W 1� I I I �_=°�� ,/ / � �`..� 13 &\ l� ti �h NE c00 eo\ Sec.3, \ NI iN o=W Ni I c 1 a 'i I''10 15 I I 98.37 �1 L==-r06.0o�J/ to `\\\\` ARE SHOWN THUS:UTILITY EASEMENTS �, _ L 22_;g \ /�� DRAINAGE AND UIL E \I \la ° �I I I W I I W 1 us.0p — �� �;� /r 20\, I IN Wu. d' I IZ NI to t0. ICf I I� 1`7 ' I 10 I�G' / \� \� _ l� e °{ the\N6 Rge 22—� N 8 6500 O- 0, `1 I iZ Ja Z 1. I i .I cQi is l �i� of '� /W (3 h/ 2 M� �u°i S 56°°2 2S E � � �,i �I 5 ctt G� (WP / I I _ I N 1 0010 5 3, m I I I ?? 1 I I I I 1 2 I N O� 'r sp - / 2 // �- ec. _ F Z o / s / 10 10 ` o:3 <,R7ii Q m I I I �,N o I I 10 I I I I l i°� M j 0 L _ 141----�-- / ,-qd Z I I I 1 I o-3°II' 00 �" I Z voc\i / co �?8 — /� fS2fS 00'�•6 ~\ 00 I 03' 11 ='J°1938' I I L=85_00 I I 0=3°I3' 14" I I �=3°17'44 I o ' J o / �°� ^� I N \ 22 I L 8885 1 L;8 / �'//,Op� \\6 \ / \ A I aL 89.92_J L----=-- L_L_88_00 � 1 -3 13 1 4o $ 550. =86-00 / ° / 401BEING 5 FEET IN WIDTH UNLESS OTHERWISE 23 ` — 0=20°04' 26° L=53604 R=1530.00 _J � i/ ph o� /Nd 35 E ��� / ! <v N 4s 2S 48 _"-_;.�:3204 t--o \�6' w / aO;as INDICATED, AND ,ADJOINING LOT LINES. AND 10 °ry FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY S w 8/03 Ng05341 w PROMONTORY DRIVE o-85 1310 v /,',!i "a�' % `Lo°a LINES, AS SHOWN ON THE PLAT. i 2'' / o e 15 a 104 W o=2o°oa 26" L=515.02 R=1470.00 Wall L=73.73 MATCHLINE SEE -27°36 3 11 'll SHEET 2 'OF 3 SHEETS R=153.00 R ° 7°i �.. MATCHLINE, SEE SHEET 2 OF 3 SHEETS PION KRUEGER AND ASSOCIATES LAND SURVEYORS AND ENGINEERS SHEET 3 OF 3 SHEETS