HomeMy WebLinkAbout33260 / 85-17Mar�h 21, 1985 #17 RESOLUTION
(CARRIED LOST LAID OVER WITHDRAWN _
PURPOSE: APROVE POLICY WITH REGARD TO SPECIAL ASSESSMENTS
FOR STREET IMPROVEMENTS, SEWER AND WATER MAINS,
LATERALS AND EXCEPTIONS THERETO.
INITIATED BY: CITY ADMINISTRATION
BE IT RESOLVED by the Common Council of the City of Oshkosh that
the �schedule of Special Assessments for street inprovements charged
against benefited property shall be as follows:
1.
2.
3
4.
Portland cement concrete pave-
ment, and asphaltic concrete
pavement with concrete curb
and gutter for pavements 36
feet wide or greater:
Asphaltic concrete resurfacing
on streets with existing con-
crete curb and gutter based on
a 36 ft. or greater width of
resurfacing and a one-pass
resurfacing operation:
521.20 per lineal foot on each
side of the street, less any
assessment previ�usiy paid fc�
grading and graveling, broken
down as follows: 56.80 for
curb costs and 514.40 for port-
land cement concrete pavement.
56.60 per lineal foot on each
side of the street, broken down
as follows: 52.20 for curb &
gutter repair and 54.40 for
street resurfacing.
Asphaltic concrete resurfacing 514.20 per lineal ft. on each
with new concrete curb & gutter side of the street for concrete
based on a 36 ft. or greater and gutter broken down as follows:
width: 57.48 for curb and gutter and
56.72 for street resurfacing.
Grading and graveling:
56.00 per lineal foot on each
side of the street.
BE IT FURTHER RESOLVED that there are the following exceptions:
5. For any corner lots, the assessment rate shall be 50� of the
long side as platted, up to a maximum cieduction of 75 lineal
feet, plus 1000 of tne shore side of the lot as platted.
6. For any lot 200 feet or less in depth abutting on t�ac s�reets, the
assessment rate shall be reduced 50o at the reat lot line.
7. For streets with portland cement concrete or asphaltic concrete
pavement, when the width of the pavement is less than 36 feet,
the pavement portion of the assessment rate shall be reduced pro-
portionately to account for the lesser width of the pavement.
8. For asphaltic concrete resurfacing on streets with e�cisting
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March 21, 1985
#17 Cont'd.
concrete curb and gutter, when the width of the pavement is less
than 36 feet, the assessment rate shall be reduced proportionately
to account for the lesser width of the pavement.
9. For asphaltic concrete resurfacing with new concrete curb and
gutter, when the pavement is less than 36 feet, the resurfacing
portion of the assessment rate shall be reduced proportionately
to account for the lesser width of the pavement.
10. The assessable footage for cul-de-sac lots shall be calcu-
lated along the 25 foot setback line of each lot, the rates per
lineal foot being the same as in No. 1 thru 5 above.
BE IT FPRTHER RT''.c.�.T��.�.c..T�., �i..°..�. t}':-'i CCS�. :ii Sc'vi2T dii� water illaiilS hcl�
laterals is as follows:
11. Sanitary sewer main:
12. Water main:
13. 4 inch sewer laterals and
1 inch water laterals:
- 18a -
50.060 per square foot.
50.065 per square foot.
5600.00 per lateral, but laterals
larger than 4 inches for sewer and
1 inch for water shall be assessed
at the estimated cost.
SUBMITTED BY
APPROVED
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