|
a a 11) \ \ 7`5-776_CM 01- - - - N „ \ 75a776�// I I
<br />0115 II /
<br />r�stil'1_u-sire \\ L��mu<&_SZMdra-Gadson \��i Jos h_&"Jody�h•enkle \ / / I I /^ // I
<br />75-7, 6-012
<br />A ary Ebekey, rustee'
<br />' ( 0 0 0 o I / 910IF - "Io�s_i / I I I / < N t/ I L \ I I 75-776-01 / I / L/ I I
<br />8 I I I I I I I I / ////\ << I, (� N/ I 11 K< I /h N I < <»
<br />Kyle & Kathryn Meyer /
<br />o a o o a I / / / - - - I I l I V � �/ I V \ \ 0=1 711 _ J� � COO rete �� � / \ / y
<br /><< 7_Cutt r Curb L)rU
<br />L=2.31 7 0 �� I &
<br />1 I I I I I I II I I l \ p I I C , '-Con rete Sidewalk i / _ I N I \ \-/ 75-776-0130 / 1
<br />9' / L=6I I Erik & Alissa Tofteland
<br />-fxisting
<br />_ / \ R
<br />\ \\ o 0 0 0 0/// I I \ \ldence
<br />P
<br />/ 0/ / /
<br />75-776-6205 I I I I n / / _ e, ' / /�\ I // - \ / / - _ -' ' / /
<br />�I a d & Anitb F/eterson I I / �X\s -
<br />0 0 0 C,
<br />e �
<br />4>< / / / / / s / / ;� /\ \ I I / /,� / 4r T 100 el c / I \ t7n,�lus-, n 1 I \ o I
<br />I / \ c^'C / y. / / / 7�- /i /0210 / / ; �,/ \ I 2d 363 �q.Fit.S`a / ) \ \\ c I v vJv \ eo
<br />I - ___ L - )J
<br />1I A
<br />; 11`x- A /1I ^
<br />< , __ J � \
<br />I = I \ `7 �I �%� \ 1 -_950
<br />\/\- __-ETk River --- ---
<br />Uun cipl-Gtilities - - - - -
<br />I\
<br />I o L- - - - - _ _ 940 E40
<br />-4 -A Mr20
<br />� 1 /
<br />LL / L -
<br />�- Concrete Sidewalk
<br />4�=
<br />�L /
<br />/ ��/ / J// 'S L- _- / / ryp Utz/wille/ / \\ \ d.47 Acres/ / " / / 1� �/ I \ \� / / � IL.65
<br />/
<br />CO / / / �\ \ I l // / / / / �l / '�/ / , \ / I \ _ 0=35.55 23 �� -\-� I l
<br />a �17 55 5
<br />a"_// I/� / // °tio// / / 6°� / / / �_,�59, \ \ I / /// // // ./�/ / 75-77 -0305
<br />/ - - / / / \ / Jeremiah & Amy Biiuley L-138
<br />526. 1 \ �� \ / \ / / / \ 1 / I- //50
<br />/ / % / /// \ �� / / \0
<br />0,117 Ft.
<br />'37� Ja/ 75. -7 �y 0310
<br />.46 acres Oson *Alici �p\ ers/7510 �7r55/ 1'41\=0 0 0
<br />I I'll K) E
<br />i',1 ,8 F� \ a
<br />IAcr(sIle y / I
<br />-Ila -24 /
<br />and o_
<br />M / / Ial al �Ia1 / / / /I / /// / l l / / / / �� \�\ \\ \ / // \ /. / \/�-____\ I---rs_�__ --�L ,� / // I� / /^ \ -� 1 -�f1�
<br />/ l 75 I I 1 I I 75 / / / // / / / \�/ / > \ I / -� _ - �- -,L 20 _ _= !/Y \ rr T/ �// /
<br />I 1 - \ - / \ee
<br />248 �_- -�--\ _J / /I < /
<br />/ //�, // / / 9.82 c�s�/ / / \ tib �OjO$1 Sq.Ft. \ >< \ 2,,�l\l / / or / / / J / �I \ �/ 0.69 Acres// -_.- s � a
<br />/ / CLI oX a a / I / rn�e �ti/ / _ \ / / I \ �5'°�A / \ t\ A' /\ �) I I \ \ / / / / / / / r s \ / I \ \ 1 \I I I E � N
<br />/ / / I I I / / �` ase n f,& t/ ' \ \ F,+ ° e / �C _ I- �\ / 7- I I \ �'
<br />ll/ / // / \ / I C u \ \ \` / \� / // // / of I I 1 I \ I .-+ I
<br />Y / �' / / I I I I / / / 3os' 1 l l / / r / - ��9 / / 0 � / / / .\ \,1'G I / \ I \ \ / / I II I I I � z
<br />T� l /� L, \ \ / / I I \ / B� /, o / -� \ / / / 8 / -,I I / / \ o �� /o
<br />L / /% �/ i' / pro / I �\ %( / o
<br />T �/ I Z � ' \ / \ / / � �' /�1 •�� /\ � � I �' �3 6 1119,q.Ft. � �._ �\I Itz
<br />�\ /1 I TTI /1 T \ \ /\ / / / , / / / / / / / / v / ,Q CS I \O p V III °j /j
<br />% �. \ I rr.. _ / •/ / 20,669 Sq. . / / / ) / / / (k O° o L o
<br />( / �'- 0.47 A s /, 0 CL / ._ <
<br />_J, 00 o,/ / 59/-_\ \ . / / / \ 21,396' �t(/ /\ i\�, / �� ° I 0.
<br /><\I,w o
<br />I / r1\ I I I I // / //// /// 1 / / / / / \\ //� 'J \ / \ ( \/ / 1/ \ \\ // / i� ��� \ c,: \� /A21e// // \\ \ / / ` / // / �\ / / // \\ `'°\ \�
<br />/� t� \ \ o' I / V / / / C)
<br />. U)
<br />C� I = _ _ _ / / / / /I / / / / / / / / \ ` 0 44cf s .�t. /` \ \ \ / \ / _ N / \ \I / CSI
<br />I / / / 38 32/ /Ft / / / \
<br />I �I° ala a a / / j / \\ /\ \\� \ ' \ .4Z�Cc n / \�� / I V.
<br />TI I / // / /089/cHesf/ l 1, / / \ /\ \\ / / .\\ 1014S.Ft. \ / / \.% �-_ / / '��� \\.ow
<br />/-7a I�\. .48 Acr//%r�,�
<br />1 I I I
<br />15 I I I III III I I1 1 / ( - I //-_ / `\ \ \ \ /�___�'/� _�" _ / // / / C�Lk -
<br />1 I I / / �'l`L/ \ \ \ \ \ !/ / /\, 1°� �/� _ / / -/1/ \ / // / a o /r- o
<br />YJ
<br />I I
<br />S. 1 =1= II I I I I I 1 - / 1 / \ / J \\ i / // ' N// / a /
<br />I \ \ / / / \ / / / 1 I I N
<br />930\\
<br />-26
<br />/
<br />t e/, Acre -s-
<br />2
<br />r_ _-//
<br />21,6
<br />OD
<br />9 . uI � -0Y) W. 10 0.50 Acres 0.46 cres-:- 4 -
<br />co, �
<br />aIalG / a=
<br />�I -o
<br />L
<br />U /
<br />�
<br />Aon \ \\ 9� \ \\ / l l � \ - ��--
<br />\Itk
<br />0 0 4260o o CL
<br />PI 8 t
<br />0 98 0,i24 /S/q.F-t_.
<br />IolEwlnl \ \ \
<br />I
<br />--CF. 46 Acres (\'�-- \ \"/ //////
<br />20,84 Sq.Ft. / .I)'\ °�°�'►� / i // i \ / / \ �/ /\ \ _�' - / / / / / / /
<br />I I' `�.I / \ \ \ y� /� \ \� �� 0.48 A es / �, �i'S / / / L / % \ l//
<br />< Ii 75 �.\ /t/X 1 /\ ` \ \ \\ �` �\ \ - �\ / / / �j / // / / / X_/ I / / 2� \� �/ 0.46/-A-cres
<br />17 / I i/' \ \ \ \-- _ /� / /// L �,� `�/� ///� /� cX \ l �y�// X55
<br />29� / 1 \ \ \ \ \o. \ X42 � / / - /% 5� // J� \ I / /� z 'wo,0 - / o'�c� l / � \\ \� / / / - / � / / / / / I N RRLSE
<br />�
<br />\ \ \ I
<br />\ \ \\ \I \\ \ v \ \II 757476/0405,'�2618 S�F\ Ri Bard oFoste
<br />---------- -
<br />1
<br />/
<br />_ _
<br />LJ0<'60 res Revoxable ,Trust
<br />Preliminary Plat
<br />r
<br />01 r
<br />EAGLES MARSH
<br />THIRD ADDITION
<br />Ci
<br />PHOENIX ENTERPRISES,, LLC
<br />DESCRIPTION OF PROPERTY TO BE PLATTED:
<br />(PID NO. 75-776-0010 & PID NO. 75-776-0030)
<br />Outlots A & C, EAGLES MARSH SECOND ADDITION, Sherburne
<br />County, Minnesota.
<br />NOTES:
<br />1. The professional surveyor has made no investigation or independent search for
<br />easements of record, encumbrance, restrictive covenants, ownership title evidence, or
<br />any other facts that an accurate and current title search may disclose.
<br />2. The underground utilities shown are depicted per previous field locations and available
<br />record plans. The surveyor makes no guarantees that the underground utilities shown
<br />comprise all such utilities in the area, either in service or abandoned. The surveyor
<br />further does not warrant that the underground utilities shown are in the exact
<br />location indicated although he does certify that they are located as accurately as
<br />possible from information available. The surveyor has not physically located the
<br />underground utilities. Prior to any excavation, contact Gopher State One Call for an
<br />on-site location (651-454-0002). The subsurface utility information on this survey is
<br />utility quality level D. This quality level was determined according to the guidelines of
<br />CI/ASCE 38-2, entitled "Standard Guidelines for the Collection and Depiction of
<br />Existing Subsurface Utility Data.
<br />3. Topography per previous plans and grading completed in 2006. Site partially field verified
<br />in 2013.
<br />4. Preliminary Plat layout originally approved by the City of Elk River on August 20, 2001.
<br />5. Existing utilities as depicted were installed in 2006 as part of EAGLES MARSH SECOND
<br />ADDITION.
<br />6. Existing Residence on Lot 4, Block 2 to remain.
<br />7. Lots 5-9, Block 2 and Lots 1-5, Block 4 to be platted as EAGLES MARSH FOURTH
<br />ADDITION.
<br />7. SITE BENCHMARK: Top Nut Hydrant on East side of Johnson Street NW near the
<br />Northeast corner of EAGLES MARSH SECOND ADDITION.
<br />V --------------- 50 0 50 100
<br />-
<br />\\ o \-s_�-- I \ \ \ \/ � - �\ �4 � �I- / 1 / \ -//-- / j/ //, //-- `���----- /�T1TL�-T- --- SCALE IN FEET
<br />,� �'`� / y / // ,_ i _-_____-`��--;6 - ----
<br />\ \ v\ \ \ \ \ -�- '� �/ �\ 3�3 / v / /\ / / // / / // ! /� _// /757776_0020- ----
<br />N1 / Ci fElk Ri e -
<br />\ oZ / / / // / / //// ---- /-- /'/w DRAINAGE AND UTILITY
<br />\ \ _ __��_ \ \------/ \� __/ 75-776-0615 \ I \\ ( / / / / / / / / /
<br />a a - - - - - - - - - - \ �\ r \ \ /\ \ / / / // / / /, I / / / // / /-/-\
<br />/ / / EASEMENTS ARE SHOWN THUS:
<br />/ / A
<br />Jerod &Amanda Beachem / 2 2 2 �q.ft. / / y / /
<br />I \\\\ \ -----_ +--9io�\�\ - \� rno �\\ / - \\-. 9/Acnes// // /i� v//// / \UUI I I�_/I -5
<br />- \,_/ /�/ 1I _ T
<br />/-�\ �� \ ��`-�/ //// I" / / // / �/ // fit nd-ppeer�i. _s90----� -1- 5-� L --J_
<br />e io/ \� / / / / dge of ?MARSH
<br />gM
<br />I N � \ \ / / / / / / /� / / /pal {- erf EAGL-ES IZLON
<br />DIJA
<br />o (L o 0 7-7�6-b605 \ \ , \ / / r / \\ \ �>>\ /9 % (/ //o I w _� w
<br />Dniel Cooper \\ (�\ c� 1 1 I I / / / /. v / 1 1 l l I I I I 1 � J I (NOT TO SCALE)
<br />�I' Being 10.00 feet in width and adjoining all
<br />Res\ae� I ` 1` 1 \ \ \ / // / / / / \ \ / / I I I I I ; \ / \'V V right of way lines and plat boundary lines
<br />Ex l \ \� / /�)( r% y / \ \I I I I \ \ i unless otherwise shown on this plat and
<br />\�\ \, being 5.00 feet in width and adjoining all
<br />CL 0 0 = 0 o I \ \ \ / ` _ /� \ I \\,j side and rear lot lines unless otherwise
<br />TOP eH I // / / /vas V\re \ \ \
<br />INV ea, ea a o , I /a y \ /\ / \ shown on this plat.
<br />\ \ \ R 75-776-06'1'0\
<br />` \\ \\ Nicholas Schiferl� \ �`' I �_ I 26,,73 3'q.F-;Q)
<br />;x /
<br />^ `° �o o I= 0 oi/ \ \ \ \ ----� roae �\ \ \`/X\\�- 6 Kcr
<br />o`' \ I _ - / / ,--f)r cage & Utiflty -. \
<br />< / �� Easement \ \ \ \ 1
<br />960
<br />Edge of \ /
<br />9 \ \ \ \ n Wetland as
<br />L I J I I I \ \ \ \ \ \ I - -\ / \ < / / / I I I I F delineated in
<br />2013
<br />/�/ 1 Iola o__0\0\\
<br />,
<br />LIJ I I I \ \890
<br />/75-i76�- �510\
<br />- J \ I I I I I I )51 7 6-015 05 �III I \ \ \ I 75-776- 510/ ' - - - / / Jir(my &/ Melissa Kjerdle
<br />/ \ - -� I 1 1 0 10 0 = = Heather *ic�e11 & aqk adal i4 \ I I I Dus n Kanigchgoo/
<br />Ie 1 II II I 0 0 I I r I I //
<br />I I I
<br />a-CLo o a I I I I I I I L�L_ul\Jr
<br />DATE REVISION I hereby certify that this survey, plan or report was prepared DESIGNED BY.
<br />by me or under my direct supervision and that I am a duly FSK
<br />Licensed Profes Tonal Land Surveyor under the laws of the
<br />State o inn sota DRAWN BY:
<br />,e0 SVM
<br />May 30, 2017 - 12:20pm Charles R. Christopherson CHECKED BY:
<br />K:\cad_surv\Land Desktop 2008 P-2135.14 dw 2135.14_ PRE PLAT.dwg Date 05/30/17 Lic. No. 18420 CRC
<br />Plat Area:
<br />Total Area: 631,663 sq. ft. = 14.50 acres
<br />Proposed ROW: 96,213 sq. ft. = 2.21 acres
<br />Park Area: 0 sq. ft. = 0.00 acres
<br />DATE:
<br />05/30/17
<br />FILE N0.
<br />P-2135.14
<br />Owner/Subdivider: Phoenix Enterprises, LLC
<br />19230 Evans Street
<br />Suite 115
<br />Elk River, MN 55330
<br />Rick Foster
<br />(763) 241-1801
<br />Surveyor: Rum River Land Surveyors & Engineers
<br />PO Box 1044 3601 Thurston Ave.
<br />Princeton, MN 55371 Anoka, MN 55303
<br />(763) 389-4476 (763) 427-5860
<br />charlie@haa-inc.com
<br />RUM RIVER
<br />LAND SURVEYORS & ENGINEERS
<br />PO Box 1044 Telephone: (763) 389-4476
<br />J Princeton, MN 55371 Fax: (763) 631-0376
<br />EAGLES MARSH THIRD ADDITION
<br />PHOENIX ENTERPRISES, LLC
<br />I AVE.
<br />I
<br />I
<br />LEGEND
<br />N =
<br />DENOTES
<br />GATE VALVE
<br />=
<br />DENOTES
<br />HYDRANT
<br />- - =
<br />DENOTES
<br />WATER LINE
<br />Os =
<br />DENOTES
<br />SANITARY SEWER MANHOLE
<br />->- =
<br />DENOTES
<br />SANITARY SEWER LINE
<br />IMI ® =
<br />DENOTES
<br />CATCHBASIN
<br />=
<br />DENOTES
<br />STORM SEWER MANHOLE
<br />-»- =
<br />DENOTES
<br />STORM SEWER LINE
<br />© =
<br />DENOTES
<br />ELECTRIC TRANSFORMER
<br />0 =
<br />DENOTES
<br />LIGHT POLE
<br />p =
<br />DENOTES
<br />TELEPHONE PEDESTAL
<br />13 =
<br />DENOTES
<br />CABLE TV PEDESTAL
<br />• =
<br />DENOTES
<br />FOUND IRON MONUMENT
<br />--960-- =
<br />DENOTES
<br />SURFACE CONTOUR (2 FT. INTERVAL)
<br />❑ =
<br />DENOTES
<br />BITUMINOUS SURFACE
<br />= DENOTES
<br />GRAVEL SURFACE
<br />VICINITY MAP
<br />SEC.1, T.32, R.26
<br />NW
<br />iTH
<br />I
<br />SITE �I 178TH AVE. NW�� I --
<br />A\ ,,
<br />I =CLE
<br />I 176TH LANE NW
<br />I
<br />A7/1^
<br />q z I
<br />ST. NW N
<br />NE NW e SE�1 I I N
<br />175TH �A I I
<br />SH
<br />NO SCALE
<br />cJ o
<br />I
<br />PRELIMINIARY PLAT
<br />CITY OF ELK RIVER, MINNESOTA
<br />SHEET
<br />1
<br />OF
<br />1
<br />SHEETS
<br />
|