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HomeMy WebLinkAbout2333EASEMENT FOR WATERMAIN 2 333 THIS INSTRUMENT, Made this 6th day of December , 1987 , by and between Vernon Woods of Edina, a Minnesota Limited Partnership a c�� under the laws of the State of Minnesota, party of the limited partership first part, and the City of Edina, a municipal corporation organized under the laws of the State of Minnesota, party of the second part; WITNESSETH, That the said party of the first part, in consideration of One and No /100 Dollars ($1.00), to it in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, does Grant, Bargain, Sell, Convey, and Warrant to said party of the second part an Easement in perpetuity for watermain purposes, including the right to enter for the purpose of constructing, maintaining, altering, repairing, and reconstructing a watermain in, under, and over the following described property situate in the County of Hennepin and State of Minnesota, to -wit: A 10.00 foot strip of land over, under and across Lot 1, Block 1, VERNON OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, lying 5.00 feet on each side of a centerline described as commencing at the most southerly corner of said Lot 1; thence North 39 degrees 27 minutes 07 seconds East, assumed bearing, along the southeast line of said Lot 1, a distance of 163.41 feet; thence North 50 degrees 32 minutes 53 seconds. West, along said southeast line of Lot 1, a distance of 10.00 feet; thence North 39 degrees 27 minutes 07 seconds East, along said southeast line 39 degrees 27 minutes 07 seconds East, along said southeast line of Lot 1, a distance of 63.00 feet to the.point of beginning of the centerline to be described; thence northwesterly, deflecting to the left 90 degrees 00 minutes 00 seconds, a distance of 92.00 feet; thence northerly, deflecting to the right 47 degrees 45 minutes 00 seconds, a distance of 82.00 feet; thence northeasterly, deflecting to the right 22 degrees 45 minutes 00 seconds, a distance of 123.00 feet; thence northeasterly, deflecting to the left 4 degrees 00 minutes 00 seconds, a distance of 68.00 feet, thence northwesterly, deflecting to the left 90 degrees 00 minutes 00 seconds, a distance of 10.00 feet and said centerline there terminating. It is the intention and agreement of the Parties hereto that the party of the second part shall in the construction, or maintenance of said watermain replace any shrubs or sod removed by any excavation in connection with such construction or mainten- ance work, in as nearly as possible the same condition as before such excavation. 10 ^. IN TESTIMONY WHEREOF, the said first party has caused these presents to be executed in its par Rniga g Aame by its general partner xdYrd�Ri:s �aRadsecs6tac�c x�t6c Rlc�9ci c� Jj} "the day and year first above written. xkcca ±azeal$ STATE OF MINNESOTA ) SS COUNTY OF HENNEPIN ) Vernon Woods of Edina gy, /n orman P. B runes, Vr. TitleGeneral Partner Xffy XTWIIx On this 6th day of December , 19 87 , before me, a Notary Public, within and for said County, personally appeared Norman P. Bjornnes, Jr. Z=dc to me personally known, who, being R by me duly sworn, did say that kbftc he is one of cZRBft6�iic}jf the _ aenc -ra 1 arf -bra dd}c of the f 6p 3 e x& tane the sip foregoing instrument and that the z831cXPMxe3i,-4=s$6cct instrument was signed x =idxsea18jf in behalf of said Wiah&i�Rkiff6kuxwx and Norman P. Biornnes, Jr. acknowledged said instrument to be the free act and deed of said =p=kiem limited partnership. MARY E H nN sotA Notary Public COUNTY , MY Commisaion Expiror 9-25.93 .i (Notarial Seal) �'�► a :• - ..,- ,,...l. F•` hyi iiY�it) yhitflV:��t11��ia�1:���1►�E�.�7 This instrument was drafted by: City of Edina 4801 West 50th Street Edina, Minnesota 55424 t' 18085'71 cTI copy OFFICE OF THE REGISTRAR OF TITLES HENNEPIN COUNTY, MINNESOTA CERTIFIED FILED ON FEB 12 19M q Ar-- REGISTRAR OF TITLES DEPUTY TII LE SERVICES, INC. Cou Sibley St. Si. Paul, Minn"ota 5giQl f N 4 � O Z x W �a x Z . W Qa � ac W O m - -- ---- - - - - -- DRAINAGE AND DEVELOPMENT PLAN NEOFGDyTLGT; Ali' HE ®� AA SEC. LL L 117, RGE, 21 GOV T LO f T� ••• ®�• COMPANY ALINE PARALLEL WITH THE e 'NORTX LINE OF GOVT LOT T a°°-� ,a BEGINNINGS 3� ' ` -_ qa, (9G A LINE PARALL WITN TEL HE s � LAST t`hE of GOVT LOT'/ 1 LINE PA-L IL Wi— q°ofi :NNLII E�DF GOVT .^.' FT OF l ; N 5 -per- � X'JI - _-- pzae EDGE „F wOpOS ROAD EASEMENT PER 9 ,Q, a `-, x � yA. fi C DYB ... DDC. ND T33959 � S \ q -G'A' LINE OF 19� \ , na �' •ae � � 4 __ �` REAINING WAL..._ \,11 '�9 \= 1. The Contractor sea 9 A 91LTFENCE _ - I,I Shall place f!tt fence at the locations 9 shown to the plane. Such me mfele shall be maintained lAndacapingtRork. .922 .b1j71`jl a._6 Le ofrie 1 grading d ysw Z ALl. catch basins Shall be ring!\ it kedihayaor 926 -' ;i-x 1 I aerew bales from the time of conatroc Son until compl- N'` finish grading and paring wor Inv. 29.T 3• . All disturbed ereea shall- be seeded and mu led or - i cp�a SECOND FLOOR ELEV =932.5 a�eai�gwopeYec ondSaya after ofplet on of f i h , FIRST FLOOR ELEV =9 3:5 / /' n ', ¢W e pipe „r 1 a r 4.. The. sew r i e outleteuon the site shell be rovided ' IEiN, 9D6.0 - J \ N j with ripraP meeting the requirement. of MnDOT Stand [d o O s GARAGE FL00Ly3,5 , r Plate 3173A Far the a pPropriate size, _ v ` day 1 laO� y SAN. MH U s... w 922, II 0 ° 40 9 i i° 922 � i a r a o o / I J I E GE OF S N` O i { Ge.r4L r qe 1° ti� Lr a OW IN as I I I ! OF LLG- HWY- y 3 N0. 169 Zc -� �� D� o % N GO O 20 z �i� ea4i° t 1 (p, Ili 1 i I` / T 936.55 .e 913. a e 11 Mq I r .J 0) 11 �' � N� sz2 u ' o° '. ' / � �ti" a /' �s ry \\ ^b' �s. w a a M ss s Ii x T P" a i t0 ! � � a, y coNSrRUCr Mm.' .sae Q ao - I 9330 -aza.s 0 \iI N• ,\ 1 .I 904.0 913.0 /.A21 aka. a A V O° I 9 /a. 3 \\ ` : � ,:, .. .•..- : "-.`.; ` war p =``�/ i l J /'= I -1 a � � `9a � a -L �L_�� � / j /r,� � ' � �j,�� - PROP ©.SEUaOfiSERti�Fi ON'F9R HAFERNA4lN EASCMCMT. f. a a x2 ,,$ / - , . A 10.00 foot strip of land over, under and across tot aO Re 7 1, Block 1, VERNON OAKS, see -din to the recorded GATE Nrs 1 - / / / 4�` =? plat thereof, Hennepin County, Minnesota, lying 5.00 a GATE VALVE ! C 9 / / ^ ph / feet on each side of a centerline described as commenting at the most Southerly corner of said Lot 1; thence North 39 degrees 27 minutes 07 seconds East, assumed bearing, along '/ 1 y1' . the southeast line of said Lot 1, a distant N. MH 913. / " e Of 1 3 6 .41 r :912.5 1 °� thence N feet; l North 50. de rees IN =908.9 _ ```:' 9 32 minutes 53 seconds West, along oath I/ 39 SOP d grees 27 line of minutes j' a distance of 10.00 feet; thence North 0 seconds East al on said s / ou h 9 southeast line e INSTALL Of LOt 1 P I P a distance of 63.00 feet to the Dint Of beginning of the le It s 0 described; thence northwesterly,' deflecting to the 0 de \ ` grees 00 minutes 00 seconds, a distance of i 92.00 feet; thence en 18 / - northerly, deflecting, to the right 47 degrees 45 minutes 00' seconds, ca r i distance of 82,00 feet; thence northeasterl / `/ / °i degrees y, deflecting to the right 22 916 / r` i 45 minutes of seconds, a distance minutes of 123.00 feet; thence northeasterly, te:lecting to the left 4 degree 00 minutes 00 seconds, a distance of 68.00 91 - ..�.��/ /._ -' fE =t, thence northwesterly, deflecting to the left 90 degrees 00 minutes 00 seconds, a distance of 10. � , /� 00 feet \ 912 / / said centerline there terminating. — p w e o 90 ,.0 -904 _ s 2 \ � ". .Q v s.. � ,' /. .�• 037 J,, `. ' /'Y� J a, OL ATION / !,. \,y / - h....:le - - � - I 'hP 'CS[ xF I AS 0111REb CITY ji% \ RREE 777 OF EOINA RL @ 8 , SP q It f F .... s, 1 M1\ 1 c� (� \ TOP, 913.8 I � ! J• , - I 4 tt f �Z 908. I h V \ \ Vt�TABGINI E 1. k rt , a 1 , 9 1 l O f 1 / � '1 i Vtl >t3�s are . / Y o � - 5,0 3 aaG esota / e ra - / I / 'P1 St>. , Noe Ze11 h rt heleby Gel tiiy that this plan m' report /� a � % O 'ho n a d was Pre I % fad c,aile st, vicr, Pn,ne 7 .c61 Pared by n1e or under my direct / ' O supervision and that I a' a duly Req- istered Ploressiunal Engineer under the / MAKE NEW WET =Per, laws Of the State OF Minllesat a. 4PROP0 ED ST. S. TAP TO p" C.I.P. r TIN W H: 8 CIT f �f. TOP, 16.9 `II [ 1 ,r,'.� 5590.3 _/:ti.�.4P al/,6-- .+'L -. INV.. �eralc7Ii. $Undo. P.�. —_ P �• Pa° STA / - �hc 4 pAN February 17, 1987 Reg. He. 8734 eie�'.� „. H i .. denpte, mP nnc rv.:� 9 ieno LP tcn SPweY - 1, Itt tly8 1 P ti pe to �y D Den u l o�cr - DATE REVISION p T 9 >e �'- L P. LEfete , ht 2'19 BT CONTOURS ST SEWER ti� �S° . 3 -27 07 STORM SEWER N -= NAMRON COMPANY Aga 6 -16 Si UTILITY SERVICE CONNECTgp9 =1_T 87 REVISE STORM SEWER / 2387 UTILITIES -_ JACK 55 _R 30 "STEEL 'CASING 8-18 67 WATER aERVICE HYD„MAIN _ �VaaV�' LAQBnPP!'�p�'e)Bpga =e A UNDER VERNON AyE. AFTER 9 -23 87 UTIL. ESMT 10' NS. LLEDVIF ASK GN WITH - -- - - -' -- �// OR ENDS JAL AND _ _ - c _ j 811LKHEAD ENDS. e, M Y( sWl 9 /y / /// letxl esl.lana Ssa[o SHE? ,, � -- - - -- - - - -- SITE PLAN