HomeMy WebLinkAboutMiscellaneous
(')L.,- (J I
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
June 6, 2005
Ms. Geneen Evenstad
5366 Centennial St. SE
Prior Lake, MN 55372
RE: 2005 Street Reconstruction Project (project #05-01)
5358 Centennial Street
Dear Ms. Evenstad:
As discussed during our June 1 st telephone conversation the City has completed a review of your
complaint related to tree removal/clearing in the City drainage and utility easement on the above
referenced property. Please note that this letter deals only with tree removal/clearing on the
above referenced property and not the adjacent Mediacom property. Prior to construction the
City obtained additional easements and approvals for all construction on the Mediacom property.
Based on our review of the building permit for the subject property it appears that approximately
a 5-15 foot wooded area remained in the drainage and utility easement on the western property
line after house construction. During storm sewer construction for City Project #05-01 the
remaining wooded area was cleared and grubbed. Attached for your review is a copy of the
certificate of survey for this property that shows the estimated limits of tree removal by the City
and builder.
The City has also reviewed pre-project information and feels that we have been consistent in
indicating that the easement area on this property would be subject to tree removal/clearing. The
plans are labeled "clear and grub" which indicates complete removal of the trees and brush in
this area. During the pre-project process the property owner referred the City to your builder to
discuss the project. The Assistant City Engineer, Larry Poppler met with your builder and
discussed the project including tree removal prior to construction. At no time did the builder or
previous owner of the lot express a concern related to the tree removal.
In addition to concerns regarding project communication you questioned whether the trees really
needed to be removed at all. The storm sewer that was constructed ranges in depth from 10-15
feet along the property line and therefore it was necessary to have a minimum clear zone of 15
G:\PROJECTS\2005\11]iShPoint]airlawn\Correspon~!Jdliorlake.com
_ 1 _
Phone 952.447.4230 / Fax 952.447.4245
feet on each side of the pipe for safe installation of the sewer. This resulted in removal of the
remaining trees adjacent to the house. In addition to the minimum clear zone area for storage of
dirt and construction materials is also needed. At the rear of the lot it was necessary to remove
up to 15 feet of trees and brush within the easement to install a storm sewer manhole. In order to
reduce the impact area the City would have needed to require special construction methods such
as a trench box. This construction method would have increased project time and cost to tax
payers. Please remember that the City previously acquired this easement for the purpose of
maintaining drainage and utilities, specifically the in-place sanitary sewer. Over time the
easement became overgrown with trees and brush. These trees and brush limit the City's
accessibility to existing infrastructure and therefore are typically maintained as clear zones when
possible.
You have indicated to both City Manger, Frank Boyles and myself that you feel the lot has been
devalued by the project and will not be receiving the estimated assessment benefit of $16,600.00
for the street improvements. The following mechanisms are available to you if you believe you
have not received the proposed benefit:
a) Submit a written objection detailing why you feel the assessment should be reduced to
the Assessment Review Committee in care of the City Manager. This committee meets
prior to the assessment hearing to review and make re<?ommendations regarding the
proposed assessments to the City Council.
b) An owner of property to be assessed may appeal the assessment to the district court of
Scott County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the
appeal upon the Mayor or City Manager of the City within 30 days after the adoption of
the assessment and filing such notice with the district court within ten days after service
upon the Mayor or City Manager.
If you in fact purchase the property we recommend you complete both steps above if you feel the
benefit increase to the property has be negated by the storm sewer construction. In October of
this year the City will hold an Assessment Hearing for the project at which time you can serve
notice of the appeal detailed in item "b" above to the Mayor or City Manager. Additionally at
that meeting you will be afforded the opportunity to speak and have your comments added to the
public hearing record.
Please contact me at 952-447-9831 if you have any questions or require additional information.
Sincerely,
;i$IJ
Steve Albrecht
City Engineer
CITY OF PRIOR LAKE
Encl. (1)
cc: Frank Boyles, City Manager
Larry Poppler, Assistant City Engineer
G:\PROJECTS\2005\11_FishPoint_ Fairlawn\Correspondence\Evenstad.doc
-2-
07/20/2005 10:22 FAX 8514837033
CRFISCHER
I4I 002/005
WORI..2J' CONCb il!. MJ:U2."&SIGN
.,:a,OJECT.
20.05 Improve'Pu~nts
Prior Lake
Mil( Number:
ApplieatloJ1:
Materials:
Cement
poztolan
Coarse AgJUegatc
Fine Aggregate
Water R~ducer
Air
Design Specification:
c......,t". essive Strength
Slump, Inch
Air Content, %
PrQPortioDS:
Cement,lbst'yd3
pozzolen, Ibs/yd3
Coarse Aggregate, l'oS/rd:l
Fine Aggregate, lbslyd
Water; Reducer, o7J~
Water, lbsly(f~
W/C + P 1<<tio
.Air content, calculated, %
:REPOR.l.M.U TO:
CR Pischer
A
AGGREGATE
INDUSTRIES
ATTN: Curt
DATE: 7/20/05
3A22--1
Curb-Machine
:portland Cement, ASTM:C150, Type 1
Parta.ae Unit #2 Ash, ASTM:C618 Type C
..t\ggfcgatc Industries GtaVlel, ASTM:C33
Aggregate Industries Sand, ASTM:C33
:Euclid Chem Co 'W'R. 91, ASTM:C494,Type A
Euclid Chern Co Air Mix 250: ASTM:C260
3900 psi. @ 28 Days
1-2"
5-7%
...
480
o
1800
1502
16
192
.40
6+-1%
pert'OJ'mance; Based DnOU't" experience with these materials and Agg Ind Ready Mix. we estimate the
average strength will be 20% greater than thcd=sign ~~"L.gth.
Remarlts: The a.ggregate wei.ghts are based on a oven dry basis. The aggregate weigms should be adjusted
for the moilSture ,"onten~ prescnt at the time ofbatohing.
AGCiRI!!GiATIi INDUSTRIES
North Central R.~h'ft
~~15 w..\1I1ll llaad, ~""1II1g,
Eagan. IWIinnesD'l8 '5121-1562
Tel.pl'",,,,,' (5$1) oU.OfiOO
~IClIITlIle! (651)683-8108
o
07/20/2005 10:22 FAX 6514637033
CRFISCHER
~ 003/005
jU:poxr QF CONCUD-MIX DJ.SIGN
PROJECT:
2005 Improvements
PriOf Lake
REPORTED TO:
CR Flsche..
DATE: 7/20/05
A
AGGREGATE
INDUSTRIES
~:rI'N: Curt
Mix Number:
Appllation:
3A2%~3
Curb & Gutter -Maeh1ne winy
Materials;
Cement
Pozzolan
Coarse Aggregate
Fine Aggregate
Water Reducer
Air
Portland Cement. ASTM:C1SO. Type 1
;P~ge Unit7lt2 Ash, ASTl\'.1::C618 Type C
Aggregate Industries Gravel. ASTM:C33
Aggregate Industries Sane, ASTM:C33
Euclid Chem Co Bucoa:MR, ASTM:C494, Type A
Euclid Chern Co Air Mix 250: ASTM:C260
Design SpeclfJcation:
Compressive Strongth
Slump, inch
Air Content, %
3900 psi.@28 Days
1-2"
S..7%
Proportions:
Cement, IbslydJ
pozzolan, lbalydJ
Coane Agwegate, lbs/~d3
Fine Aggregate, lbs/yd
Water Reducer, OV'1d?
Water,lbaiyd3
W/C + P Ratio
Air content, calc;ulated, %
408
72
1800
1502
16
192
.40
6+-1 %
--
Performam:e: Based on OUT ~perience with these materials and Agg Ind :Ready Mix, .,ve estimate the
average s~gth will be 20':1/0 greater thatl. the design strength.
ReinarD: The aggregate weights are based on an oven dry basis. The aggregate weighta should be
adjusted far the moisture c011temt present o.t the time ofbBtching.
AGGREGATE INDUSTRlES
North CIIn1;ral ~glon
all!' WmlJ':l "DGd, 'willi 10'
1i.~a/l. "'li'II'l'I"~ 551<11-'552
1l!lephone: (5511 683.a;QO
F;ClIlmU.: (651) 683"8108
"'"or d~ 7'
uk Bintzler. P.B. lJ
n
07/20/2005 10:23 FAX 8514837033
CRFISCHER
I4J 004/005
gPORT OF CONCRETE MIX DESIGN
PROJECT:
2005 Improvements
Prior Lake
Mix Nu.mber:
Application:
Mate..-illls:
Cement
Pozzolan
Coarse Aggregate
Fine Aggregate
Water R~ucer
Air
Design Specific"don~
Compressive: Strength
Slump, inch
Air Content, %
ProportloD':
Cement, Ibs/yd3
pozzolan, Ibslyd'
Coarse Aggregate, Ibsl~dJ
Fine Aggregato, Ibslyd"
Water :Reducer, ozJyd1
Water, Ibs/yd'
W/C + P Ratio
A.ir content, calculated, %
REPOR.LJ:l..&J TO:
c::a Fischer
A
AGGREGATI:
IN DUSTRI ES
ATTN: Curt
DATE: 7/20105
3A32-1
Hand Work.
Portland Cement, ASTM:C150, Type 1
Portage Unit #2 Ash, ASTM:C618 Type C
Aggregate Jnduetrlas Gravel, ASTM:C33
Aggregate Industries Sand, AS1M:C33
EUJ:llid Chem. Co WR 91, ASTM:C494, Type A
Euclid Chem. Co Air Mix 250: ASTM:C260
3900 psi.@28 Days
3"
5-7%
540
o
1800
1367
16
250
.46
6+-1 %
Performance: ' Based on our expel'ienc:e with these n18.terials and Agi Ind Ready Mix, we estimate the
average strength will be 20% greater than the design strength.
Remarks: The aggregate weights are based on an oven dry ba5is, The aggregate weights should be
adjusted for the moisture content present at the time of bat ching.
I
AGGREGATE INDUSTRIES
North C.ntl'.1 Region
Z9" WG"'r.I RoMl. SUltelas
e.;.n, Mlnn_ SSl:1.1-151S:l
'T@.1~phonl!: (liS 1) 683-46110
FIC,lm,..: (65') 683-41Cl8
m~
Made Bintzler. P. ,
IL.
o
- - - --- - - - - -- -- - - -- -
07/20/2005 10:23 FAX 8514837033
CRFISCHER
~ 005/005
REPORT OF (;ONCRETE MIX DE~IGN:
PR.OJECT:
200S Imp~ovements
Prior Lake
Mix Number:
AppUc.atto~:
Materials:
Cement
Pozzolan
Coarse: Aggregate
Fine Aggregate
Water Reducer
Air
De$lgn Specification:
Cc...t'.....sive Strength
Slum.p, inch
Air Content. %
Praponions;
Cement,lbs/yd'
Pozzolan.lbs/yd3
CoatSe .Agsreptl::, Ibs/yd1
:Fine AggregB.t~ lbslyd!
Water Reducer, ozJyd3
W8t~.. lbslydJ
W/C + P Ra.tio
Air content, olllQulat.ed, %
REPORTED TO:
CR II'l5cber
A
AGGREGATE
INDUSTRIES
ATTN: Curt
DATE: 1/'1.0/0S
3A32-3
Curb Hand Work
Portland Cement, ASTM:C1SO, Type 1
Portage Unh #2 Ash. ASThr!:C618 Type C
Aggregate Industries Gravel, ASTM;;C33
Aggregate Industries SBlld, ASTM:C33
Euclid Chern Co Eueon MR, ASTM:C494, Type A
Euclid Chern. Co Air Mix 250: ASTM:C260
3900 psi.@ 28 Days
3"
5-7%
459
81
1800
1344-
16
250
.46
6+-1 %
Performance: Ba.sed. on our experience with these materials and Agg :End Ready Mix, we estimate the
average strength 'Ni11 be 20% greater than the design strength.
Remarks: The aggregate weights are based on an oven chy basis. The aggregate weights should be
adjusted for the lnoistl.lre\ content present at the time ofbatching.
AGGREGATE INDUSTRIES
North C8n~81 Region
231 S Waters Ilaad. Suii'll I 05
Eagan, Minneolll S"S"11.1-1Sli2
T~ephone' 18!1) e,~~
F~lTlile: (65116~1ll8
rrWL
Mark Bintzter;'""P.E.
.0
o
~o5"-O\
<,
Maintenance Center
17073 Adelmann Street S.E.
Prior Lake, Minnesota 55372
DATE:
NOVEMBER 3, 2004
TO:
LARRY POPPLER
ASSIST ANT CITY ENGINEER
FROM:
CRAIG ELDRED
STREET AND UTILITIES SUPERVISOR
SUBJECT: SANITARY REVIEW - CANDY COVE TRAIL AND CENTENNIAL
TELEVISED OCTOBER 18,2004
Manhole 1713 south of Woodside on Candy Cove Trail to manhole 1712 at
Woodside and Candy Cove Trail
./ 5' lengths ofVCP
./ 10' tap to left reconstruct service
./ 109 pipe fracture because of service installation at 110'
./ Soils are entering pipe. May need to remove a section of pipe and install a new
wye for service at 110'
./ 114' pipe changes to DIP open joint, exposed soils can be repair by lining
./ 157' pipe changes back to VCP with a 2" offset
./ This is actually the start of an outside drop so it should be replaced to DIP at the
southside of manhole 1712
./ This segment needs lining
Manhole 1712 Candy Cove Trail and Woodside to manhole 1714 at TH 13
./ 5' lengths ofVCP
./ This section should be totally replaced due to the amount of low points in the
sanitary line. The line is consistently 1 inch to 4 plus inches low throughout the
whole segment
./ 240' top right protruding should be reconstructed
Candy Cove Trail
Manhole 1217 at Candy Cove and Centennial to manhole 1216 south of Centennial
./ 5' lengths VCP !
./ This segment needs lining
Centennial Street
Manhole 1217 at Candy Cove to manhole 1218 first west of Candy Cove
./ 5' lengths VCP
./ 347' reconstruct service tap to left
./ This segment needs lining
www.citvofRriorlake.com
1::\nli:-:i\'4tMHe.~;.~0't'1~awy f8~:ie\\' e8fU~Y S8~~9 tf aREI QIRwRfla}(OQc-
Phone 952.440.9675 / Fax 952.440.9678
~
Manhole 1218 first west of Candy Cove to manhole 1219 second west of Candy Cove
-/ 66' reconstruct service to right
-/ This segment needs lining
Manhole 1219 second west of Candy Cove through manholes 1220, 1221 and end at
1222
-/ All segments should be root sawed and lined
Manhole 433 in Candy Cove Trail, north of Westwood Drive to manhole 432 at
Candy Cove and Westwood Drive
-/ This segment needs lining
Watermain on Candy Cove Trail and Centennial Project
1. This should include valve and hydrant replacements
2. Valve replacements on all valves other than 20" in size
3. Saddle replacements on all services connected to six-inch watermain
4. Elimination of six-inch CIP main alongside 20" DIP main on Candy Cove from
Westwood to turn to east towards old Prior Lake High School
-/ Example: eliminate old connection point and install a new connection
point at Westwood
X:\Eldred\Memos\sanitary review candy cove tr and centennai\.DOC
FAX
~-~
L~(l r t' ,,-4, . t
Engineering Department
City of Prior Lake
16200 Eagle Creek Avenue S,E.
Prior Lake, MN 55372
(952)- 447-9830
(952) 447-4263 (FAX)
DATE: Tuesday, December 28,2004
Number of Pages including cover sheet: 10
TO:
Kent Louwagie
Bolton & Menk
FROM: Seng Thongvanh
FAX:
(952) 890-0509
(952) 890-8065
PHONE: (952) 447-9834
FAX: (952) 447-4263
PHONE:
cc:
Project #05-01 , 2005 Reconstruction Project
Easements and plats along Westwood Dr. and Franklin Trail. let me know if you need anything else.
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in hand pa1ti DY t;ne 'JJ.."I.."I..a.t:.~ J ... '~'''''''-C'' - ----
the Clrantevr' ';v':$ hereby i~:'!l.nj;and ,-,on'ley to the Village, its suc-
cessOrs an-i asoignH, a perpct'-,a.-. _-,:l_'~",ne:lt tr the pr'ape"~Y abo'le
cl.escribed ir (A) for' the cc",steructl<Jn, __,nspeelO",u:1, ..r.d n9.1nte:,-
ance of undE,rgl'o1.lnd 3€Wer c.<:'1 water- pipeS 'll1d lLnes .and ",ppurten-
anc€o:; ther"t;o without additlonal ,OC1mpel,sation; and the 3,l~d Grantor'
does furtile:' r.ereby grant and convey I.::: the Village, its euccessors
and assigns, a temporary constI"J.ction eaaement in the property
above de"cribed 1n paragz'aph (B) for the '~on3truction and main-
tenance e.f underground E,ewer and water pipes ar.j'lines and
apPUl.tenances.
ucne, eltec1.lted, 0:' suffered any act or thing whatsoever whereby
The Grantor covenant3 wit, the Vn:.age that it has net made,
the abcve (iescribed preml"es or any part thereof, now or at any
time hereafter, shall or may be imperiled, '~harged, or encumbered
in any manner whatsoever.
easen~nt ~rant that it will hold sald School District free from
Th', Village of Prior Lake agrees, in consideration oC said
a'."1Y cuim OJ' liability the.t may result to any third party by
virtue of said .~asement grant _ Further, that the said Village
will replace and repair, at no ccst to tht: Scho::>l Beare, a~"1Y
damage dene to the school property oy virtue of said easemnnt.
IN wr:'NESS WHEREOF, said Grantor has cau ,ed these presents
to be exe'"uted in its name by its Fresldent and its Cle:'k, said
School District having no official seal, 011 the day and year first
above. wr!.ttcn.
,I.ruJJ:.rENDENT SCHOOL DISTRICT NO. 719
~ (l.""". ."IU'l j It ..... /A t.~, -.'
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On thio3htday ot.OCtAlN~ . 1963. before me. a Notary pUblic
wi thin and for'SiiI'd County, pmonallY appeared C. LeRoy Hobart
and Franc1s J. O'Keefe, to me personallY lcnO'm, be1ns each by \lie
duly sworn. did s~ that they are respectively the president and
the Cler;': or IndePendent SChool matrict No. 719 and that &aid
instrument was a!tmed on behalf 01' said Scnoo1 District'; 'author-
ity or 1ts SOnool lloard. said SChOOl District hart ,.., a1
seal, and said C, LeRoJ' Hobart an4 Pranc1s J. O'J(ee. ' '
said instrulll8nt to be the tree act and deed ot saiel
School D1strict No, 119.
\
HIGHW A Y EASEMENT
(J!!)/...,
.t.. J, ,~ctl:1:,'h;l ,;"1 I.:ilpt::, M. ,)chr::okel
El1:3b,'u:J:.i!lj '\iir"'e
G~:1.n.~c~' .." c/....
;C(..,.~g::l.~!!.~':':'........._-_._.,.....__._..-... .M~:;.n.:.aotQ.. fOT alod i.. .xJ~-ii!.;ra~wr.. ;;f
.... . ... (lr.e.....,. ........._......._..._.......-..-.............................................DoU4r. (1...._...~.~.'?2.................)
N!-ceipt of trhfch i.. hereby a,c1.:no/l'l~dged,
h~rtby c"n\"~y ~~~_to tl:-. Vill:lg::" o! Prior Lake ar~d the County of Scott
l:"r3n:~~. fer hi,,:l\\'ay purvo~e'. to~ether with the unrestricted riRbt to improve the same. free and c1u:o of a\1 inC1UD-
rr:\rlCl"~. the !ol'owinit described real estate in the County of--1ir,...,t-t- m the State of Minnesota:
~':. :. o,:-::.)L ':.::2 '.Jest 6.~ .\..~ feet of the East 200.00 feet of the Southwest Quarter
::On F.e ~':.:tl":.'1e3t Quarter cf Section 36, TOVffiShip 115 North, Range 22 ~'lest lying
'=:,:U L,<~rl;,' - Trunk High'.'1c:y 1;c. ],3
,.)-,...,
._.,......
That ~art of the Southwest Quarter of the Southwest Quarter of Section 36, Township
:15 Korth, R~e 22 West described as follows:
CommenciIlg ~t the Southeast corner of said Southwest Quarter of the
Southwest Quarter; thence West along the South line thereof a distance
of lC7.C feet tlJ the point of beginning of the land to be described;
thence continuing West along said South line a dist:mce of 33.00 feet;
thence Northerly parallel with the East line of said Southwest Quarter
of the Southwest quarter a distance of 265.OC feet; thence Southeasterly
to the point of beg~~ing
Containing 1.502 ~cres
. r .'\t. .-
And the said itrantor.il-. for themselves. their heirs, executors and assigns do~ hcrebv release th"
Vil13ge of Prior Lake and the County of Scott
it"; succes:O;s and aS5iltn~;:;;iIclaims for any and all damal:es ~esultin;- to the land;- throuJ{h and across whieh th~
~ ..reel of b.od '".creby conveyed is located by reason of the location, gradinlt. construction. maintenance. and use of a public
highway o;'er and upon and the removal of materials from the premises hereby convcyed :lnd from the USCI incident
h . d h Vi..l2age of Prior Lake and the County of Scott -
t ereto an t,. . - .. . . . -
shall h~ve the ril1;ht to use "-nd rcmove all earth and other materials Iving within the parcel of land hereby COIl.".,ed..
Dated this .
tIJ,J-4
:~Of. .~:~~~~~u
~ WIn. J. Schmokel "
THIS '~STRUMENT DRAFTED
uf";J;.;",,,,, " U"I"!.1,;,..",
11m. J. Schmokel and Eileen M. Schmokel
w me knoum. to ~ tIN 1M""""'.$.. ducriJJed ill. 4U w1ao e.:ueuUd tM (tlNtoi"" ~maI, .. .....
_tea tha,.................................~ tIN 147M CII................................"... "., GJI4 J...
.~~... ~1~t/1. 7f1~ ~t~
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1 he1>e1Jy cerl-i!y that the wU1U" eaM1MJU will <<mwy to tM....._......_._....
,_........ ............ ....... ...,...... .., ...._ .................. .~...................._.n..n...n........._.... .._..............__ .--....
lu1' h.;',,, ."all pur~1Ca a. 1004 titl6 to u.. lG.r"': tJWMJ&. dueriW. '" CUId ..,.." .t ","AIR. I' w-
I fW"t1&er 4l'j" ".Ie Mid ClGNmMt fU to fOl"Tltl cuuI ~
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OFFICE COP_Y
of July -' ,..!... by (?t:7i)
~
EASEMENT
THIS INSTRUMENT, made this 17th day
and between
GATEWAY DEVELOPMENT CO.
of the County of Scott, State of Minnesota~ partY
of the first part,
and the CITY OF PRIOR LAKE. a municipal corporation, party of the second
part;
WITNESSETB,that the said partx- of the first part in con-
sideration of One Dollar and other good and valuable considerations to
it in hand paid by the said party of the second part, the receipt
of which is hereby acknowledged, do eShereby Grant, Bargain, Sell,
Convey and Warrant to said party of the second part, the easements
situated in Scott County, Minnesota, described on Exhibit "A" attached
hereto and made a part hereof.
IN TESTIMONY WHEREOF, the said part~ of the first part ha~
hereunto set ~i ts
hand(s) the
By:
STATE OF ~INNESOTA)
) 55
COUNTY OF )
On this 17th day of
July
, 198~, before me, a Notary
Public, within and for said County, personally appeared
Wicker, a Partner in Gateway Development Co.
Pr~T1lL..T -
to me known to be the person__ described
in and who executed the foregoing instrument and acknowledged that he
executed the same as
his
free act and deed.
l~""ll -JA~E ~M.' WICKER · ..~
; >>c . ~~OTARY PUBLIC-MINNESOTA
I ~, SCOTT COUNTY
L MY COMMISSION EXPIRES June 21, 19!5 ..a.ij
(}tL7U rn.. ~~~/t.,;
!otary Pub.l1C
Prepared by:
Orr-Schelen-Mayeron
& Associates, Inc.
2021 East Hennepin
Minneapolis, MN 55413
. "' ~ .'Jr"
~
OS M EASEMENT NO.
Description and Drawing
~
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I ......, cnmt lIlA, nft SUlIWY. f\AIe. 01 IIfOII WAS NDAIIO ." ... 01
UMIlft ." 0l1lCT IUftIMStON ..HD .;:+ 1M .. DUlY IIOII~ I.ANO w.tt'0I
'\) ~ ..WI Of - If' _ (I::" J.../ yl3 ,If.. r I
. '''A'' A IIG. NO. ...... DAti
W..".. '0 lONG ... NO. 7.12
ORR. SCHELSN. MAYERON && ASSOCIATE8.INC.
IOU lAll ..11I",,'" AYI . SlIlll n. . M'"I""Olll, MllllllS01A SMII .. ,,") Ul.....
NOTE: No bov"do" IV,", work wOI ,.,fo,..d O. to the pt.ci..
10cotiOft of this troct.
OWNERS: Frank Wicker
4769 Dakota St. S.E.
Prior Lake, MN 55372
I
Emmit Knox
Route 2, Box 3600
Cody, WY 82414
Jan Gans
3473 Willow Beach Trail
Prior Lake, MN 55372
DESCRIPTION OF EASEMENT:
A permanent easement for roadway and utility purposes over, under
and across that part of the North 25.00 feet of the south 444.91
." feet of the Southwest Quarter of the Southwest Quarter of Section
36, Township 115, Range 22, Scott County, Minnesota lying
easterly of Jordan Avenue and westerly of the easterly 200.00
feet of said Southwest Quarter of the Southwest Quarter.
Together with a slope easement for roadway cuts and fills over,
under and across the north 20.00 feet of the south 464.91 feet of
said Southwest Quarter of the Southwest Quarter of Section 36.
Said permanent easement contains 32,250 square feet more or less.
Offlce If, Co8ll1y IilICtll'llIr II
'1' C:zunty, Minn. .
, ~;~rlilly certify tIlat tilt wiIIIIn ~11t
w}.~ flhMl -'" tllla GflIl:I \II' rectnI .
'Ill! ~ day !If ~ 1\\/
A.n. 19 lS.L It \() _ o'cteck A1i
and duly recorded as 1 ~4272
~". I I ,-t, -- -- ~ _.if
)J~W.~
. coum; RsCllfder
By
Deputy
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