HomeMy WebLinkAbout1996-11-18-Resolutions 96-26_University Ave Trunk Sewer - Preliminary ResRESOLUTION NO.96-26
Preliminary resolution pursuant to Section 384.42 of the Iowa Code covering the
University Avenue Trunk Sewer Project I
WHEREAS,it is deemed advisable that certain public improvements be constructed in the City
of Wake,Iowa (the "City"),in accordance with the provisions of Chapter 384 of the Code of
Iowa,and the cost or a portion thereof be assessed to the property benefitted thereby;and
WHEREAS,the City has arranged for engineering services with Veenstra &Kimm,Inc.,in
connection with the said improvement;
NOW,THEREFORE,It Is Resolved by the City Council of the City of Waukee,Iowa,as
follows:
Section 1.The following improvements shall be constructed as a single improvement
and such improvement shall consist of the following construction and other work
incidental thereto in the following locations in the City:
DESCRIPTION OF IMPROVEMENTS
The project generally consists ofthe complete construction of a 3.0 mgd sewage pumping station
located south of the existing sewage disposal ponds with a 12 inch force main extending
northwesterly approximately 1,500 linear feet to the head of the existing treatment facilities.
Improvements include a 12 to 18 inch gravity sewer from said pump station extending easterly
approximately 11,700 linear feet along the north side of University Avenue to the "T"
intersection of Waco Place.Also included is a 1.0 mgd sewage pumping station located north of
University Avenue and west of future Westwoods Drive and a 12 inch force main extending
westerly along the north side of University Avenue approximately 4,700 linear feet to the eastern
terminus of the proposed trunk sewer.
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The improvements were divided into two key segments labeled 1 and 2.Segment 1 generally
consists of the 3.0 mgd pumping station,1,500 linear feet of 12 inch force main and
approximately 4,500 linear feet of 18 inch gravity sewer.Segment 1 is located from the existing
sewage treatment facilities northeasterly along the north side of an unnamed creek to
approximately 840"east ofthe west line of Section 34,T79N,R26W.Segment 2 generally
consists of approximately 7,200 linear feet of 12 to 15 inch gravity sewer along the north side of
University Avenue extending east from the eastern terminus of Segment 1 and ends at the
southeast corner of the southeast quarter of the southwest quarter of Section 35,T79N,R26W.
Segment 2 also includes the 1.0 mgd pumping station located north of the southeast corner of the
southwest quarter of the southwest quarter of Section 36,T79N,R26W.Approximately 4,700
linear feet of 12 inch force main running along the north side of University Avenue will join the
eastern terminus of the 12 to 15 inch gravity sewer to the 1.0 mgd pumping station.
It is considered that the property within the following described boundaries will be specially J
benefitted by this improvement and should be specially assessed.
AREA OF ASSESSMENT
An area in Sections 33,34,35,and 36,Township 79 North,Range 26 West of the 5th Principal
Meridian and Sections 3 and 4,Township 78 North,Range 26 West of the 5th Principal
Meridian,Dallas County,Iowa,more particularly described as follows:
Commencing at a point one thousand three hundred eighteen and nine tenths (1,318.9)
feet more or less,west of the southeast comer of Section 33,T79N,R26W,said point
also being the southwest corner of the 13.5 acres in the southern portion of the southeast
quarter of the southeast quarter of Section 33,T79N,R26W;thence northerly four
hundred fifty-seven and thirty-two hundredths (457.32)feet thence easterly three hundred
fifty and seven tenths (350.7)feet;thence northerly three hundred eighteen (318.0)feet;
thence northeasterly three hundred sixty-three and six tenths (363.6)feet;thence
northerly seven hundred forty-seven (747.0)feet;thence easterly six hundred thirty -six
and thirty-six hundredths (636.36)feet to the west line of Section 34,T79N,R26W;
thence southerly two hundred fifty (250.0)feet more or less,along the wet line of said
Section 34;thence easterly eight hundred forty (840.0)feet;thence northerly to the south
right-of-way line of the Chicago and Northwestern railroad,thence southeasterly along
said south right-of-way to the northeast corner of the east 3 acres lying south of the
railroad of the southwest quarter of the southeast quarter of Section 34,T79N,R26W,
thence northerly to the northwest comer of the southeast quarter of the southeast quarter
of Section 34,T79N,R26W;thence easterly to the southwest comer of the northeast
quarter of the southeast quarter of Section 35,T79N,R26W;thence northerly to the
northwest comer of the northeast quart of the southeast quarter of Section 35,T79N,
R26W;thence easterly to a point that is seven hundred twenty-six (726.0)feet west ofthe
east quarter corner of Section 35,T79N,R26W,thence southerly five hundred (500.0)
feet;thence easterly to a point that is five hundred (500.0)feet south and two hundred
thirty-three (233.0)feet west of the east quarter comer of said Section 35,thence
southerly two hundred (200.0)feet to the southwest comer of Lot 2 of Seven Pines Plat 1
of the northeast quarter of the southeast quart of Section 35,T79N,R26W,thence
easterly one hundred ninety-five and seventy-one hundredths (195.71)feet;thence
northeasterly along a curve to the northeast corner of Outlot Y of Seven Pines Plat 1 of
the northeast quarter of the southeast quarter of Section 35,T79N,R26W;thence
southerly to the southeast corner of said Outlot Y;thence northwesterly along a curve to
the southeast corner of Outlot Z of Seven Pines Plat 1 of the northeast quarter of the
southeast quarter of Section 35,T79N,R26W;thence westerly one hundred ninety-five
and eighty-one hundredths (195.81)feet to the southwest corner of said Outlot Z;thence
southerly two hundred (200.0)feet to the southwest corner of Lot 4 of Seven Pines Plat 1
of the northeast quarter of the southeast quarter of Section 35;,T79N,R26W;thence
westerly forty-five (45.0)feet;thence southerly three hundred fifty-seven and fifteen
hundredths (357.15)feet;thence easterly two hundred seventy-eight (278.0)feet to the
west line of Section 36 T79N,R26W;Thence northerly along the west line of said
Section 36 to a point that is six hundred sixty-nine and seventy-six hundredths (669.76)
feet south ofthe northwest comer ofthe northwest quarter of the southwest quarter of
said Section 36;thence easterly seven hundred sixty-three (763.0)feet;thence I
northeasterly six hundred seventy-nine and forty-six hundredths (679.46)feet;thence
easterly to the northeast comer of the northwest quarter of the southwest quarter of
Section 36,T79N,R26W;thence southerly to the southeast comer ofthe southwest
quarter of the southwest quarter of said Section 36;thence westerly to the southwest
comer of the southwest quarter of the southeast quarter of Section 35,T79N,R26W;
thence southerly to the north right-of-way line of the Chicago and Northwestern railroad;
thence northwesterly along said north right-of-way line to the south line of Section 34,
T79N,R26W;thence westerly to the point of beginning,except for public rights-of-way,
streets,and railroads containing 453.81 acres,more or less.
Section 2.The Project Engineers are hereby ordered to prepare preliminary plans and
specifications,an estimated total cost of the work and a plat and schedule and to
file the same with the City Clerk and shall include in the estimated cost a default
fund item of not to exceed 10%of the amount to be assessed against specially
benefitted property.
Section 3.The improvement shall be known as the "University Avenue Trunk Sewer
Project,"and shall be referred to in all subsequent proceeding.
Section 4.All resolutions,parts of resolutions,or actions of the Council in conflict herewith
are hereby repealed,to the extent of such conflict.}
Passed and approved November 18,1996
Attest:;\~~y'Jr.
Kurt A.Rueckel,City Clerk
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