HomeMy WebLinkAbout91-279 June 6, 1991 #91- 279 RESOLUTION
(CARRIED LOST LAID OVER WITHDRAWN )
PURPOSE; ACCEPT AND APPROVE WAIVER OF SPECIAL ASSESSMENT
NOTICES AND HEARING IN CONNECTION WITH IMPROVEMENTS
INITIATED BY: DEPARTMENT OF PUBLIC WORKS
BE IT RESOLVED by the Common Council of the City of Oshkosh that
the Waiver of Special Assessment Notices and Hearing under Section
66. 60 of the Wisconsin Statutes, for various improvements for Abbey
Avenue Extension, 475. 36' to 815' east of Graceland Drive, described
below is hereby accepted and approved:
Qescri�tion � �remises
ABBEY AVENUE EXTENSION, 475 . 36 ' to 815 ' east of Graceland Drive
,
Consider two lots , one on each side of the street.
Assess each side i/2 of costs .
SANITARY SEWER
226 ' - 8" main @ S13 . 00 = 52,938
7.75' drop I�i @ S120 + drop = 1,080
$4,018
+ 8� Engineering 321
54, 339
Cost/side = S4,339/2
� S2,169. 50
WATER MAIN
15 ' - 6" main @ S18 = S 270
340' - 8" main @ S20 = 6,800
1 - 6" valve @ 5350 = 350
i - 8" valve @ S450 = 450
Relocate hydrant @ S350 = 350
58, 220
+ 8% Engineering 657 . 60
S8,877. 60
Cost/side = S8,877.60/2
= S4 ,438 .80
LATERALS (4" Sanitary, 1 1/2" Water Service )
3 sets @ S775 � S2, 325
+ 8$ Engineering 186
' $2,511
Cost/side = $2 , 511/2
_ $1 , 255 . 50 - 35 -
June 6, 1991 #91- 279 Cont'd.
STORM SEWER
Assessment - Frontage Cost + Yard Drain
F'rontage Assessment = S5/ft , x frontage at setback
= 55 x 338( 2 )
_ $3, 380
Yard Drain
31 ' - 12" storm sewer @ S14 = 5 434
1 Inlet @ $600 = 600
S1,034
+ 8$ Engineering 82 ,7g
S1, 116 .78
Assessment = S3 , 380 + $1 , 116 . 78
_ $4, 496 . 78
Cost/side - S2,248.39
SIDEWALK
(Assume S2/sq. ft , including engineering, both sides required. )
North side
338 x S10 = $3,380
South side
338 x S10 = 3,380
GRADING & GRAVELING
Estimate S18/ft. , 30' width
Estimated Constrttction Cost = 338 x S18 = S6,084
+ 8� Engineering = 486 . 72
$6,570.72
Cost/side = S6,570.72/2
s S3, 285. 36
CONCRETE PAVING
Assume S65/ft. (30' width w/8� Enqineering) .
Estimated Construction Cost = 338 x S65/ft . = S21 , 970
Cost/side = S10, 985
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� ' � Res 91-279
WAIVER OF SPECIAL ASSESSMENT NOTICES AND
HEARING UNDER SECTION 66 .60, WISCONSIN STATUTES
The undersigned, owner of property benefited by the following
improvements to be made by the city of Oshkosh, Winnebago County,
state of Wisconsin, to wit:
SANITARY SEWER, WATER MAIN, LATERALS, STORM SEWER, SIDEWALK,
GRADING & GRAVELING, CONCRETE PAVING
In consideration of the construction of said improvements by the
city of Oshkosh, Wisconsin, I hereby admit that such public improve-
ment will benefit said property and consent to the levying of special
assessments against the premises under Section 66.60 of the Wisconsin
Statutes for the cost of such improvements . In accordance with
Section 66 .60(18) of the Wisconsin Statutes, I hereby waive all
special assessment notices and hearings required by Section 66. 60 of
the Wisconsin Statutes; and i further agree and admit that the benefit
of my property from the construction of such improvements is in
proportion to the footage thereof:
Descri8tion g� Premises
ABBEY AVEMJE EXTENSION, 475 .36' to 815' east of Graceland Drive
Consider two lots, one on each side of the street,
Assess each side 1/2 of costs.
SANITARY SEWER
226 ' - 8" main @ S13 .00 = $2,938
7.75 ' drop MH @ $120 + drop = 1,080
$4,018
+ 8°o Engineering 321
$4,339
Cost/side = 54,339/2
_ $2,169.50
WATER MAIN
15' - 6" main @ $18 = $ 270
340' - 8" main @ $20 = 6,800
1 - 6" valve @ $350 = 350
1 - 8" valve @ $450 = 450
Relocate hydrant @ 5350 = 350
$8,220
+ 8°�o Engineering 657.60
$8,877.60
Cost/side = $8,877. 60/2
= 54,438.80
- 36a -
� � Res 91-279
LATERALS (4" Sanitary, 1 1/2" Water Service)
3 sets � 5775 = 52,325
+ 8�o Engineering 186
$2,511
Cost/side = $2,511/2
_ $1,255 .50
STORM SEWER
Assessment = Frontage Cost + Yard Drain
Frontage Assessment = S5/ft. x frontage at setback
_ $5 x 338(2)
= S3,380
Yard Drain
31 ' - 12" storm sewer @ S14 = $ 434
1 Inlet @ $600 = 600
$1,034
+ 8°% Engineering 82.78
$1,116.78
Assessment = $3,380 + $1,116.78
_ $4,496.78
Cost/side = $2,248.39
SIDEWALK
(Assume 52/sq.ft. including engineering, both sides required. )
North side
338 x $10 = $3,380
South side
338 x $10 = 3,380
GRADING & GRAVELING
Estimate $18/ft. , 30' width
Estimated Construction Cost = 338 x $18 = $6,084
+ 8°�o Engineering = 486 .72
$6,570.72
Cost/side = $6,570.72/2
_ $3,285.36
- 36b -
� � � Res 91-279
r CONCRETE PAVING
Assume $65/ft. (30' width w/8�o Engineering) .
Estimated Construction Cost = 338 x $65/ft . = S21 ,970
Cost/side = 510,985
Signature of Owner:
Date:
John E. Kuenzl
_..r-�_
SUi:�,1i'P:ED BY
�i�� `
PROVED ��
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