97-020 ORDORDINANCE NO. 97- 20
CITY OF ELK RIVER
AN ORDINANCE ADOPTING AN OFFICIAL MAP OF PROPOSED
STREETS WITItlN THE CITY OF ELK RIVER
The City Council of the City of Elk River does hereby ordain as follows:
Findings of Fact.
The City of Elk River Planning Commission, on February 15, 1996, adopted
and recommended for approval by the Elk River City Council the City of Elk
River Comprehensive Transportation Plan, dated November, 1995.
The City of Elk River Planning Commission and City Council have adopted
a Comprehensive Plan for the City of Elk River, dated December 18, 1995.
Co
The City Council of the City of Elk River adopted, in May, 1997, the East Elk
River Urban Service Area Planning Study.
The November, 1995 Transportation Plan, and the May, 1997 Planning Study,
identify the need for a new collector street in the East Elk River Area from
1714 Avenue North to CSAH 12, and relocation of CSAH 13 to align with the
new collector street.
eo
On October 6, 1997 at 6:00 p.m. the Elk River City Council, pursuant to duly
published notice, held a public hearing on a proposed Official Map of the
proposed new streets, at which time all persons desiring to be heard were
given an opportunity to be heard.
Section 2.
Adoption of Map. The map which is attached hereto, and which is hereby made a
part of this ordinance by reference, showing existing streets, proposed future streets,
the area needed for widening existing streets, and the location of existing and future
public streets within the City, is hereby adopted and designated as the Official Map
of the portion of the City shown on the map. The proposed future streets described
on such Official Map are as follows:
Proposed construction of 1.25 miles of new high-density collector street from 171~
Avenue North to CSAH 12 and proposed relocation of 0.5 mile of CSAH 13 to align
with the proposed collector street at CSAH 12.
Section 3.
Publication. The city clerk is hereby authorized and directed to publish this ordinance
and map in accordance with law and to file a certified copy of this ordinance and map
in the office of the Sherburne County recorder.
Passed and adopted by the City Council of the City of Elk River this 20~ day of October, 1997.
//~enry ,~Duitsman, Mayor
BcckP $32262.1 2
DESCRIPTION
C.S.A.H. No. 13
A strip of land 120.00 feet in width over that part of Section 35, Township 33,
Range 26, Sherburne County, Minnesota, the centerline of which is described
as follows:
Commencing at the Southwest corner of the Southwest Quarter of the
Southwest Quarter of said Section 35; thence South 89 degrees 51 minutes 13
seconds East, an assumed bearing along the South line of said Southwest
Quarter of the Southwest Quarter, a distance of 1155.25Commencing at the
Southwest corner of the Southwest Quarter of the Southwest Quarter of said
Section 35; thence South 89 degrees 51 minutes 13 seconds East, an assumed
bearing along the South line of said Southwest Quarter of the Southwest
Quarter, a distance of 1155.25 feet; thence North 32 degrees 51 minutes 28
seconds East, a distance of 326.12 feet to the actual point of beginning of said
centerhne to be hereinafter described; thence continuing North 32 degrees 51
minutes 28 seconds East, a distance of 146.31 feet; thence Northeasterly,
Northerly and Northwesterly, a distance of 661.23 feet, along a tangential
curve concave to the West, having a radius of 600.00 feet and a central angle
of 63 degrees 08 minutes 35 seconds; thence North 30 degrees 17 minutes 07
seconds West, tangent to said last described curve, a distance of 713.73 feet;
thence Northwesterly, a distance of 347.69 feet, along a tangential curve
concave to the Northeast, having a radius of 1000.00 feet and central angle of
19 degrees 55 minutes 16 seconds; thence North 10 degrees 21 minutes 51
seconds West, tangent to said last described curve, a distance of 811.95 feet;
thence Northerly, a distance of 224.11 feet, along a tangential curve concave
to the East, having a radius of 600.00 feet and a central angle of 21 degrees
24 minutes 05 seconds, to a point to be hereinafter referred to as "Point A";
thence Northeasterly, a distance of 450.63 feet, continuing along the last
described curve, having a radius of 600.00 feet and a central angle of 43
degrees 01 minutes 56 seconds and there terminating.
TYLER STREET
A strip of land 120.00 feet in width over that part of Section 35, Township 33,
Range 26, and that part of Sections 2 and 11, Township 32, Range 26, all in
Sherburne County, Minnesota; the centerline of which is described as follows:
Commencing at the Northwest corner of the Northwest Quarter of the
Northwest Quarter of said Section 2; thence South 89 degrees 51 minutes 13
seconds East, an assumed bearing along the North hne of said Northwest
Quarter of the Northwest Quarter, a distance of 1155.25 feet; thence North
32 degrees 51 minutes 28 seconds East, a distance of 326.12 feet to the actual
point of beginning of said centerline to be hereinafter described; thence
South 32 degrees 51 minutes 28 seconds West, a distance of 181.60 feet;
thence Southwesterly and Southerly, a distance of 363.62 feet along a
tangential curve concave to the Southeast, having a radius of 600.00 feet and
a central angle of 34 degrees 43 minutes 25 seconds; thence South 01 degrees
51 minutes 56 seconds East, tangent to said last described curve, a distance
of 1806.18 feet; thence Southerly and Southeasterly, a distance of 813.34 feet,
along a tangential curve concave to the Northeast having a radius of 1000.00
feet and a central angle of 46 degrees 36 minutes 03 seconds; thence South
48 degrees 59 seconds East, tangent to said last described curve, a distance of
778.46 feet; thence Southeasterly and Southerly, a distance of 914.13 feet,
along a tangential curve concave to the Southwest having a radius of
1216.49 feet and a central angle of 43 degrees 03 minutes 18 seconds, to a
point to be hereinafter referred to as "Point B"; thence Southerly a distance of
133.99 feet, continuing along said last described curve, having a radius of
1216.49 feet and a central angle of 06 degrees 18 minutes 39 seconds; thence
South 00 degrees 53 minutes 58 seconds West, tangent to said last described
curve, a distance of 668.59 feet; thence Southerly and Southeasterly, a
distance of 347.77 feet, along a tangential curve concave to the Northeast,
having a radius of 450.00 feet and a central angle of 44 degrees 16 minutes
44 seconds; thenceSouth 43 degrees 22 minutes 46 seconds East, tangent to
said last described curve, a distance of 476.83 feet; thence Southeasterly,
Southerly and Southwesterly, a distance of 749.44 feet, along a tangential
curve concave to the West, having a radius of 455.00 feet and a central angle
of 94 degrees 22 minutes 23 seconds; thence South 50 degrees 59 minutes 37
seconds West, tangent to said last describe curve, a distance of 334.16 feet
and there terminating. Said strip of land is to extend by its full width from
the Southwesterly right-of-way hne of County Road No. 12, being in said
Section 35 to the Northeasterly right-of-way line of the Burhngton
Northern Railroad, being in the Northwest Quarter of the Northeast Quarter
of said Section 11.
175TH AVE NUE
Also a strip of land 66.00 feet in width over that part of said Section 2, the
centerhne of which is described as follows:
Beginning at said above referenced "Point B"; thence North 88 degrees 06
minutes 19 seconds East, a distance of 312.83 feet, along a hne to be
hereinafter referred to as "Line C" and there terminating.
Said strip of land is to extend by its full width from the Easterly line of said
above described 100.00 foot wide strip of land to a line which bears North 01
degrees 53 minutes 41 seconds West and passes throu§h the point of
termination.
Also a strip of land 80.00 feet in width over that part of said Section 2, the
centerline of which is described as follows:
Beginning at said above referenced "Point B"; thence Westerly and
Northwesterly, a distance of 598.54 feet, along a curve tangent to said above
referenced "Line C", concave to the Northeast, having a radius of 794.99 feet
and a central angle of 43 degrees 08 minutes 15 seconds; thence North 48
degrees 45 minutes 26 seconds West, tangent to said last described curve, a
distance of 303.34 feet; thence Northwesterly and Northerly, a distance of
307.76 feet, along a tangential curve concave to the Northeast, having a
radius of 400.00 feet and a central angel of 44 degrees 05 minutes 01 seconds;
thence North 04 degrees 40 minutes 26 seconds West, tangent to said last
described curve, a distance of 316.40 feet; thence Northerly and
Northeasterly, a distance of 241.94 feet, along a tangential curve concave to
the East, having a radius of 300.00 feet and a central angle of 46 degrees 12
minutes 26 seconds and there terminating.
Said strip of land is to extend by its full width from the Westerly line of said
above described 100.00 foot wide strip of land to the Southwesterly line of
said above described 100.00 foot wide strip of land.
Mfidavit of Publication
STATE OF MINNESOTA
)ss.
COUNTY OF SHERBURNE)
being duly om, on oath says that he/she is the publisher or
authorized agent and employee of the publisher of the newspa~
per known as The Elk River Star News, and has full knowledge
of the facts which are stated below:
(A) The newspaper has complied with all the requirements
constituting qualification as a qualified ney.'spaper, as provided
by Minnesota Statute 331A.02, 331A.07, and oth~r applicable
laws, as amended. .
(B) The printed Q~~, CPt-dO
which is attached was cut from the columns of said newspaper,
and was printed and published once each week, for I suc-
cessive weeks; it was first published on Wednesday, the I ~
day of"(\. ~J ~ , 199.:1., and was thereafter
printed and published on every Wednesday to and including
Wednesday, the _ day of ,19_;
and printed below is a copy of the lower case alphabet from A to
Z,both inclusive, which is hereby acknowledged as being the size
and kind of type used in the composition and publication of the
notice.
a bed e fg h ij k 1 m no p q r s t u v w x y z
BY:
TITLE:
(~~~
l~~
day of
RATE INFORMATION
(1) Lowest classified rate paid by
commercial users for comparable
space
(2) Maximum rate allowed by law for
the above matter
(3) Rate actually charged for the
above matter
$ S-cg?J.OO
$ <.{./pQ.O,
$ 41t/d..o '7
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a ()omp.EliVEl}\'. for the City ~f .' . . .'
'c. .. '. .ii ..y9o\y!<:il of the City of .~lk RivElr' adop~ .'. ...... .Il-;y!l,~~,the E~t
Elk Riv~l,l'r~AJ;l~El~ce Area Plannin~ Study. . \,.I;'..;.)
d. ~..,NOYElm~erI199,& '.Tr.anElIl?~t~?I1.Plan', a~4,tll.e ..M;y,I1997., J'lanning
Study, l4,~nt~fyt~..~e~ fora. new.C911e~r$try~ti~theE~tLElk,River Area
:b:~~l1:~:~~:t~~h ~"CS~'i1~t,d relocationQf,(JS~<13..to. ~ign..with
.~. 9n O~~.r 6,1.997 at 6:00. p,~.t~e.E~kRiverOity Oo~<:!l'llUl'Suantto duly
pyblisl:1e<lnotrce,hel4, a .Ilub~c ~an~~o.n a propolleciOftimal:Map ,of the pro.
p~sea ne,:" Elttee~, at which ttple allVerll?nS desiringtQ be.heard were~venan
opportuJ),Jtyto ~e ~ard. i..> .., ..' '.< ...... ."
Sectio:n~.Adoptjo:n c:lf~p. T~ mapWhillh ill attached hereto andwhich
is'herebymade a Ilart of flUs ordinance .byreference,showing existin~ Iltreets,
proP<<?Bed fut~e. streets, t~ area needed for widening existing streetS, and, the
IOc:abon.ofeXJ.stmgand fuh,u'e publicstreets~thin the C:ity, is hereby adovted
attd deslgnated as the Ofti~lal, Mapofthe porbon of the Clty shown On theJ;IUlp.
The propolled future streets descnbed on lluchOfficiel Map areadolloWll:
Proposed construction of 1.25 miles of new high~density collector street from
171st Ave~ue North to CSAH 12 and proposed relocation of 0.5 mile of CSAH 13
td align with the proposed collector Iltreet at CSAH 12. ,',.
Sectio:n 3. Publicatio:n. The city clerk is hereby authorized and directed to
publish tl(rls ordinance and map in accordance with law and to file a certified
copy of this ordinance and map in the office of the Sherburne County recorder.
. , ClfF1QAL YAP DHI8IT rI
c.sAH. NO. 13 <TYLER STflEET)
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t,t", wi#,ft, ouer tMt part ofS~ct!p4a(j;''JDr.l/iI.$hjP381
nt' ,t~cen-.terline'(Jf~h;i.~l1;ifl.lff.~c,rjbeiJ..afl
'N"" l,. ," , " , , ""'"'''' ,,',,' """" . '" ,",,' ,,' ',",
. .,... ......... , . t1ieSou~hwest\Q~ii~Vofthe
~lltiQn 3,lJ;~ .> '. outft?l~~W'~es.,#J. mirr:utes 13 sec-
an:~suTrlfldbe~rf~ qJpn~thfJ$.(}uth{ineOrfiqiiJ. S<ti{.tliuJI!fitQuqrter
ou. ftwest Quqrter, a. distance' of J.J.f?5.25 CQmTrlflngtt'#~t.tM $.outltUJest.'
, c;o~~~ of. the Southwest Quarter of the Southr.l/est.Quart.~r..offiq.j.iJ..Section 35;
tNi'1-cf~out~~~4fgrees (51minuws13 seconds East,anasfl.un'U?iJ.. bearing along
thfJ South line of said Southwest Quarter of the Southw~t QUarter, a difl.tanee of
,. .11(55.25feet;,thfJnce North 32 degreefl. 51 minutefl. 28 fl.eQondfl. East, a difl.tance of
32~.12 feet to the, actual point of beginning of fl.aicf centerline to. be hereinafter
. deficribed;, thence continuing North 32 degl"flefl. .51. minu~fI. 28 Ileconds East, a difl.-
tance .of'J.46,31.feet; thence Northeasterly,,!yortherly~nd Northwefiterly" a cUs-
tance Qf 661;23 feet, along. a tangential curuecQncaueto the W~fl.t;l}avinga
radiufl.of 600,00 feet and a central angle of 63 degreefi,08 minutes 35 seconds;
thence North 30degl"fles 17 minutes 07 seconds West, tangent to said last
, defl.cri,bed curve, q distance of 713.73 feet; thence Northwesterly, a .distance of'
347.6~ feet,aeong a tangential curue concave to the NortheaSt, having a radius
o{lOOO.OO fe.et and central angle of 19 degrees 55 minutes 16 seconds; thence
No.rthJOckgl"flefl.,2J. minutefl. 51 seconds Wefl.t, tangent to said last described
curue,adiEJtanceiJf811.95 feet; thence Northerly, a distance of 224. Ufeet, along
a tange11Jial cur~ concaue to the East, having a radius of 600.00 feet and a cene
tra,langee of 21. degl"fles 24 minutes 05 seconds, to a point to be hereinafter
referreiJ.toas"Point A'7 thence Northeasterly, a distance of 450.63 feet, continu-
ingalong the last describedcurue, having a radius of 600.00 feet and a central
angle of 43 degl"fles 01 minutes 56 seconds and there terminating.
TYLER STREET
Astrip of land 120.00 feet in width ouer that part of Section 35, 1bwnship 33,
Range 26, and that part of Sections 2 and 11, 1bwnship 32, Range 26, all in
Sherburne County, Minnesota; the centerliM of which is described as follows:
Commencing at the Northwest corner of the Northwest Quarter of the
Northwest Quarter of said Section 2; thence South 89 degl"fles 51 minutes 13 sec-
onds East, an assumed bearing along the North line of said Northwest Quarter
of the Northwest Quarter, a distance of 1155.25 feet; thence North 32 degrees 51
minutes 28 Ileconds East, a. distance of 326.12 feet to the actual point of begin-
ning of said centerline to be hereinafter described; thence South 32 degl"fles 51
minutes 28 seconds West, a distance of 181.60 feet; thence Southwesterly and
Southerly, a distance of 363.62 feet along a tangential curue concave to the
Southeast, having a radius of 600.00 feet and a central angle of 34 degrees 43
minutes 25 seconds; thence South 01 degl"fles 51 minutes 56 seconds East, tan-
gent to said last described curue, a distance of 1806.18 feet; thence Southerly and
Southeasterly, a.distance of 813.34 feet, along a tangential curue concaue to the
Northeast having a radius of 1000.00 feet and a central angle of 46 degl"fles 36
minutes 03 seconds; thence South 48 degrees 59 seconds East, tangent to said
last described curve, a distance of 778.46 feet; thence Southeasterly and
Southerly, a distance of 914.13 feet, along a tangential curue concaue to the
Southwest having a radius of 1216.49 feet and a central angle of 43 degl"fles 03
minutes 18 Ileconds, to a point to be hereinafter referred to as "Point B'7 thence
Southerly a distance of 133. 99 feet, continuing along said last described curue,
having a radius of 1216,49 feet and a central angle of 06 degl"fles 18 minutes 39
seconds; thence South 00 degrees 53 minutes 58 seconds West, tangent to said
last described curve, a distance of 668.59 feet; thence Southerly and
Southeasterly, a distance of 347. 77 feet, along a tangential curue concaue to the
Northeast, having a radius of 450.00 feet and a central angle of 44 degl"fles 16
minutes 44 seconds; thence South 43 degrees 22 minutes 46 seconds East, tan-
gent to said last described curue, a distance of 476.83 feet; thence Southeasterly,
Southerly and Southwesterly, a distance of 749.44 feet, along a tangential curve
concave to. the West, having a radius of 455.00 feet and a central angle of 94
degrees 22 minutes 23 seconds; thence South 50 degrees 59 minutes 37seconds
West, tangent to said last described curve, a distance of 334.16 feet and there ter-
minating. Said strip of land is to extend by its full width from the Southwesterly
right-otway line of County Road No. 12, being in said Section 35 to the
Northeasterly right-of-way line of the Burlington Northern Railroad, being in the
Northwest Quarter of the Northeast Quarter of said Section 11.
175TH AVENUE
Also a strip of land 66.00 feet in' width over that part of said Section 2, the cen-
terline of which is described as follows:
Beginning at said aboue referenced "Point B'7 thence North 88 degrees 06 min-
utes 19 seconds East, a distance of 312.83 feet, along a line to be hereinafter
referred to as "Line C" and there terminating.
Said strip of land is to extend by its full width from the Easterly line of said
aboue described 100.00 foot wide strip of land to a line which bears North 01
degrees 53 minutes 41 seconds West and passes through the point of termination.
Also a strip of land 80.00 feet in width over that part of said Section 2, the cen-
terline of which is described as follows:
Beginning at said above referenced "Point B"; thence Westerly and
Northwesterly, a distance of 598.54 feet, along a curue tangent to said aboue ref-
erenced "Line C", concave to the Northeast, having a radius of 794.99 feet and a
central ;angle' of 43 degreilscotnninutes15' seconds; thence North 48 degl"fles 45
minutes 26 seconds West, tangent to said'last described curue, a distance of
303.34 feet; thence Northwesterly and Northerly, a distance of 307.76 feet, along
a tangential curve concave to the Northeast, having a radius of 400.00 feet and
a central angle of 44 degl"fles 05 minutes 01 seconds; thence North 04 degrees 40
minutes 26 seconds West, tangent to said last described curue, a distance of
316.40 feet; thence Northerly and Northeasterly, a distance of241.94 feet, along
a tangential curue concaue to the East, having a radius of 300.00 feet and a cen-
tral angle of 46 degrees 12 minutes 26 seconds and there terminating.
Said strip of land is to extend by its full width from the Westerly line of said
aboue'described 100.00 foot wide strip of land to the Southwesterly line of said
aboue described 100.00 foot wide strip of land.
Passed and adopted by the City Council of the City of Elk River this 20th day
of October, 1997.
Henry A. Duitsman,
Mayor
"""'ll'"
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Attest:
Sandra A. Thackeray, City Clerk
(N12)
vnu.u...AJ....'-'.m. !...v. flUo ~
CI1Y OF ELK RIVER
AN ORDINANCE ADOPTING AN OFFICW. MAP OF PROPOSED
S1REETS WITlUN THE CI1Y OF ELK RIVER
: The ,city Co~ci~ of the City of Elk River does hereby ordain as follows:
Section 1. Findings of Fact. '
a. The City of Elk River Planning Commission, on February 15, 1996,adopt-
~ and recommend~d for approval by the Elk River City Council the City of Elk
liver ComprehensIve 'Iransportation Plan, dated November 1995.
b. The City of Elk Jli~er Planning Commission and City Co~ncil have adopted
. Comprehensive Plan for the City of Elk River, dated December 18, 1995.
c. The City Council of the City of Elk River adopted, in May, 1997, the East
:lk River Urbl\Il Service Area Planning Study. .
I d. ~ Noyember, 1995 'Iransportation Plan, an.d the May, 1997 Planning
.tudy, Identify the need for a new collector street m the East Elk River Area
rom 171stAvenue North to CSAH 12, and relocation ofCSAH 13 to align with
he new collector street. .
e. 9n Octob~r 6, 1997 at 6:0~ p.m. t~e Elk River City Council, pursuant to duly
,ublished notice, held a 'pub~c hearmg on a pr~~osed Official Map of the pro-
losed new streets, at which tIme all persons desInng to be heard were given an
pportunity to be heard.
~ection 2. Adoption of ~p. :r'he map which is attached hereto, and which
I hereby made a part of this ordinance by reference, showing existing streets,
rOP?Bed fut~e. streets, the area needed for widening existing streets, and the
)catIon. of eXlStmgand fut';ll"e public streets within the City, is hereby adopted
n.d deSIgnated as the OffiCial Map of the portion of the City shown on the map.
'lie proposed future streets descnbed on such Official Map are as follows:
Proposed construction of 1.25 miles of new high~density collector street from
71st Avenue North to CSAH 12 and proposed relocation of 0.5 mile of CSAH 13
)' align with the proposed collector street at CSAH 12.
Section 3. Publication. The city clerk is hereby authorized and directed to
ublish this ordinance and map in accordance with law and to file a certified
~y of this ordinance and map in the office of the Sherburne County recorder.
omaAL. YAP EXHIBIT rE
c.sAH. NO. 13 ('TYLER STREET)
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DESCRIPTION
C.S.A.H. No. 13
A strip of land 120.00 feet in width over that part of Section 35, Tbwnship 33,
Range 26, Sherburne County, Minnesota, the centerline of which is described as
follows:
Commencing at the Southwest corner of the Southwest Quarter of the
Southwest Quarter of said Section 35; thence South 89 degrees 51 minutes 13 sec-
onds East, an assumed bearing along the South line of said Southwest Quarter
of the Southwest Quarter, a distance of 1155.25 Commencing at the Southwest
corner of the Southwest Quarter of the Southwest Quarter of said Section 35;
thence South 89 degrees 51 minutes 13 seconds East, an assumed bearing along
the South line of said Southwest Quarter of the Southwest Quarter, a distance of
1155.25 feet; thence North 32 degrees 51 minutes 28 seconds East, a distance of
326.12 feet to the actual point of beginning of said centerline to be hereinafter
described; thence continuing North 32 degrees 51 minutes 28 seconds East, a dis-
tance of 146.31 feet; thence Northeasterly, Northerly and Northwesterly, a dis-
tance of 661.23 feet, along a tangential curve concave to the West, having a
radius of 600.00 feet and a central angle of 63 degrees 08 minutes 35 seconds;
thence North 30 degrees 17 minutes 07 seconds West, tangent to said last
described curve, a distance of 713.73 feet; thence Northwesterly, a .distance of"
347.69 feet, along a tangential curve concave to the Northeast, having a radius
of 1000.00 feet and central angle of 19 degrees 55 minutes 16 seconds; thence
North 10 degrees 21 minutes 51 seconds West, tangent to said last described
curve, a distance of 811.95 feet; thence Northerly, a distance of 224.11 feet, along
a tangential curve concave to the East, having a radius of 600.00 feet and a cen-
tral angle of 21 degrees 24 minutes 05 seconds, to a point to be hereinafter
referred to as "Point A'~ thence Northeasterly, a distance of 450.63 feet, continu-
ing along the last described curve, having a radius of 600.00 feet and a central
angle of 43 degrees 01 minutes 56 seconds and there terminating.
TYLER STREET
A strip of land 120.00 feet in width over that part of Section 35, Tbwnship 33,
Range 26, and that part of Sections 2 and 11, Tbwnship 32, Range 26, all in
Sherburne County, Minnesota; the centerline of which is described as follows:
Commencing at the Northwest corner of the Northwest Quarter of the
Northwest Quarter of said Section 2; thence South 89 degrees 51 minutes 13 sec-
onds East, an assumed bearing along the North line of said Northwest Quarter
of.the Northwest Quarter, a distance of 1155.25 feet; thence North 32 degrees 51
rrunutes 28 seconds East, a distance of 326.12 feet to the actual point of begin-
ning of said centerline to be hereinafter described; thence South 32 degrees 51
minutes 28 seconds West, a distance of 181.60 feet; thence Southwesterly and
Southerly, a distance of 363.62 feet along a tangential curve concave to the
Southeast, having a radius of 600.00 feet and a central angle of 34 degrees 43
minutes 25 seconds; thence South 01 degrees 51 minutes 56 seconds East, tan-
gent to said last described curve, a distance of 1806.18 feet; thence Southerly and
Southeasterly, a, distance of 813.34 feet, along a tangential curve concave to the
N?rtheast having a radius of 1000.00 feet and a central angle of 46 degrees 36
rrunutes 03 seconds; thence South 48 degrees 59 seconds East, tangent to said
last described curve, a distance of 778.46 feet; thence Southeasterly and
Southerly, a distance of 914.13 feet, along a tangential curve concave to the
Southwest having a radius of 1216.49 feet and a central angle of 43 degrees 03
minutes 18 seconds, to a point to be hereinafter referred to as "Point B'~ thence
Southerly a distance of 133.99 feet, continuing along said last described curve,
having a radius of 1216.49 feet and a central angle of 06 degrees 18 minutes 39
seconds; thence South 00 degrees 53 minutes 58 seconds West, tangent to said
last described curve, a diiitance of 668.59 feet; thence Southerly and
Southeasterly, a distance of 347. 77 feet, along a tangential curve concave to the
Northeast, having a radius of 450.00 feet and a central angle of 44 degrees 16
minutes 44 seconds; thence South 43 degrees 22 minutes 46 seconds East, tan-
gent to said last described curve, a distance of 476.83 feet; thence Southeasterly,
Southerly and Southwesterly, a distance of 749.44 feet, along a tangential curve
concave to the West, havillf? a radius of 455.00 feet and a central anule of 94
degrees 22 minutes 23 seconds; thence South 50 degrees 59 minutes 37seconds
West, tangent to said last described curve, a distance of 334.16 feet and there ter-
minating. Said strip of land is to extend by its full width from the Southwesterly
right-of-way line of County Road No. 12, being in said Section 35 to the
Northeasterly right-of-way line of the Burlington Northern Railroad, being in the
Northwest Quarter of the Northeast Quarter of said Section 11.
175THAVENUE .
Also a strip of land 66.00 feet in" width over that part of said Section 2, the cen-
terline of which is described as follows:
Beginning at said above referenced "Point B'~ thence North 88 degrees 06 min-
utes 19 seconds East, a distance of 312.83 feet, along a line to be hereinafter
referred to as "Line C" and there terminating.
Said strip of land is to extend by its full width from the Easterly line of said
above described 100.00 foot wide strip of land to a line which bears North 01
degrees 63 minutes 41 seconds West and passes through the point of termination.
Also a strip of land 80.00 feet in width over that part of said &ction2, the cen-
terline of which is described as follows:
Beginning at said above referenced "Point B"; thence Westerly and
Northwesterly, a distance of 598.54 feet, along a curve tangent to said above ref-
erenced ''Line C", concave to the Nortlwast, having a radius of 794.99 feet and a
central aT1.gle of 43 clegrei!s-rJiriffitdt.tes'15'seconds; thence North 48 degrees 45
minutes 26 seconds West, tangent to said last described curve, a distance of
303.34 feet; thence Northwesterly and Northerly, a distance of 307.76 feet, along
a tangential curve concave to the Northeast, having a radius of 400.00 feet and
a central angle of 44 degrees 05 minutes 01 seconds; thence North 04 degrees 40
minutes 26 seconds West, tangent to said last described curve, a distance of
316.40 feet; thence Northerly and Northeasterly, a distance of241.94 feet, along
a tangential curve concave to the East, having a radius of 300.00 feet and a cen-
tral angle of 46 degrees 12 minutes 26 seconds and there terminating.
Said strip of land is to extend by its full width from the Westerly line of said
above' described 100.00 foot wide strip of land to the Southwesterly line of said
above described 100.00foot wide strip of land.
Passed and adopted by the City Council of the City of Elk River this 20th day
of October, 1997.
Henry A. Duitsman,
Mayor
Attest:
Sandra A. Thackeray, City Clerk
(N12)
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