HomeMy WebLinkAbout2000-07-31-Resolutions 00-110_Hickman Rd Trunk Sewer - Preliminary ResRESOLUTION 00-110
PRELIMINARY RESOLUTION PURSUANT TO SECTION 384.42 OF THE
IOWA CODE COVERING THE HICKMAN ROAD PUMP STATION AND
SEWER EXTENSION PROJECT
WHEREAS,it is deemed advisable that certain public improvements be constructed in
the City of Waukee,Iowa (the "City"),in accordance with the provisions of Chapter 384
of the Code of Iowa,and that a portion of the cost be assessed to the property benefited
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 sanitary sewer improvements shall be constructed as a single
improvement and such improvements shall be located with terminal points as follows:
DESCRIPTION OF IMPROVEMENTS
Construction will include a 1.1 mgd pumping station,approximately 2,100 linear feet of
12-inch diameter force main,1,730 linear feet of 8-inch diameter gravity flow sanitary
sewer,1,870 linear feet of lO-inch diameter gravity flow sanitary sewer,420 linear feet
of 8-inch diameter gravity flow sanitary sewer augured in place,manholes,granular
access road,surface restoration and miscellaneous associated work.
LOCATION OF ASESSABLE WORK
The proposed 1.1 mgd pumping station will be located approximately 275 feet west and
ISO feet south of the northeast comer of the southwest quarter of the southwest quarter of
Section 26,Township 79 North,Range 26 West.
An 8-inch diameter gravity flow sanitary sewer will begin at the west side of Alice's
Road approximately 500 feet north of the northeast comer of the southeast quarter of the
southeast quarter of Section 27,Township 79 north,Range 26 West.The gravity sewer
will extend southerly along the west side of Alice's Road;thence easterly along the north
line of the southwest quarter of the southwest quarter of Section 26,Township 79 North,
Range 26 West and discharge into the proposed 1.1 mgd pumping station.
Another lO-inch diameter gravity flow sanitary sewer will begin at the south side of U.S.
highway 6 approximately 1,100 feet east of Alice's Road.The gravity sewer will extend
northerly across U.S.highway 6;thence westerly along the north light-of-way line of
U.S.Highway 6 to the southeast comer of the southwest quarter of the southwest quarter
of Section 26,Township 79 north,Range 26;thence northerly along the east line of the
southwest quarter of the southwest quarter of said Section 26 and discharge into the
proposed 1.1 mgd pumping station.IA12-inch diameter sanitary force main will begin at the proposed 1.1 mgd pumping
station and extend easterly to the east line of the southwest quarter of the southwest
quarter of Section 26,Township 79 North,Range 26;thence southerly along the east line
of the southwest quarter of the southwest quarter of said Section 26 to the north side of
U.S.Highway 6;thence westerly along the north side of U.S.Highway 6 and discharge
into the existing 12-inch diameter gravity sewer located approximately 365 feet east of
Alice's Road.
It is considered that the property within the following described boundaries will be
specially benefited by this improvement and should be specially assessed:
An area in Section 26,27 and 35 of Township 79 North,Range 26 West of the 5th
Principal Meridian located in the City of Waukee,Dallas County,Iowa,more particularly
described as follows:
Zone!
Beginning at the center of Section 27,Township 79 North,Range 26 West;thence
easterly two thousand seventy-nine and four tenths (2,079.4)feet along the east-west
centerline of said Section 27;thence southerly four hundred sixty (460)feet;thence
easterly five hundred sixty (560)feet to the east line of said Section 27;thence southerly
along the east line of said Section 27 to a point four hundred ninety and five tenths
(490.5)feet south of the northeast comer of the southeast quarter of the southeast quarter
of said Section 27;thence westerly to a point four hundred ninety and five tenths (490.5)
feet south of the northwest comer of the southeast quarter of the southeast quarter of said
Section 27;thence northerly to a point seven hundred ninety-seven (797)feet south of the
northeast comer of the northwest quarter of the southeast quarter of said Section 27;
thence westerly to a point seven hundred ninety-seven (797)feet south of the northwest
comer of the northwest quarter of the southeast quarter of said Section 27;thence
northerly seven hundred ninety-seven (797)feet to the point of beginning;except for
highway light-of-way,streets and roads.
)
Zone 2
Beginning at the southeast comer of the southwest quarter of the northeast quarter of
Section 35,Township 79 North,Range 26 West;thence westerly to the southeast comer
of Lot 6,Hickman Road Industrial Park,Plat 2;thence northerly to the northeast corner
of Lot 3,Hickman Road Industrial Park,Plat 1;thence westerly along the north line of
said Lot 3 to a point six hundred sixty (660)feet east of the west line of said Section 35;
thence northerly to a point six hundred sixty (660)feet east of the northwest corner of
said Section 35;thence easterly along the north line of said Section 35 to a point six
hundred (600)feet west of the northeast comer of the northwest quarter of the northeast
quarter of said Section 35;thence southerly four hundred five (405)feet;thence easterly )
six hundred (600)feet;thence southerly to the point of beginning;except for highway
right-of-way,streets and roads.
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 benefited property.
Section 3 The improvement shall be known as the "Hickman Road Pump Station
and Sewer Extension Project,"and shall be so referred to in all subsequent proceedings.
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 July 31,2000.
Attest:
Mark J.Arentsen,ity Administrator
ROLLCALL A YES NAYS ABSENT
Gruber
Berger
Watts
Peard
Johnson
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