HomeMy WebLinkAbout29200 / 77-06�
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i2F,SOLUI'ION - Amend policy with regard
to special assessments
8. For asphaltic cancrete resurfacing on
streets with existir.g concrete curb and
gutter, when the width of the pavement is
less than 36 feet and/or the thicl�ess of
r�surfacing is less than 2-1/2 inches, the
assessment rate shall be reduced proportionately
to account for the lesser width and/or �hic?mess.
9> For asphaltic concrete resurfacing with
new concrete curb and gutter, when the pa�,�--
rc�,nt is �es� than 36 f�et, �he rate for
��s;.LL:�ac:u�y :�haii � �E�duc:e�.� prc�r�i<�nar�Iv.
BE IT F[7R'I7�R RESOLUED that the cost of sewer and water laterals is herehy
arr�:.nc�ed a� follc�as :
�0. 4 incri sewer laterals and 1 inch water
late-rals :
J
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$350.00 pe� lot
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�Iav�z.*rber 3, 1977 # 16 RESOLUTI�I
PU"�FGS� : T�l �,��.�.'�1D POLTCY WITH RE"'�D T� SPECIAL ASSESSN�IZ'S FOR STR�T P,EPAIRS
AND �ti1Z S�v�R A.'+�7D t�7A.TER LATERALS
IlvT.'TIATE�J .8`I: CIi� .ADMINZSTRATION
Ii� I� �`cESOL�.r� by �ie Con�xr�i: Council. of th.e City of Osnkosh that the
sc'��3uZe �f S�cial �sses �r�r�ts for street improverr�nts charged against benefited
��:tt ir�g pro�rty shali I� an�nded. as follcws :
1. Portland cetr.ent conc�ete pav�nt,
and asphaltic cancr�ete pav�ment with
r.oncrete curb and gutter f�r pave-
�ts 36 feet wide or c�reater:
2. Portland cemz.nt concre� gaverr�nt,
and asphalt�.c concrete pava�nt
with con�,r�te curb and gutter, for
boulevan�s.
; . Asphal�-.�.c oo�.�rete resurf�c_ing on
stree�ts �aifi.h e:�.isting roncrete curb
an� r�utte-r based nri a 36 �co� or
grtater �idth and 2--1/`l of resurfacinq:
4. Asph.alr� c cc�rr_rete r�s�r� a.cing with
_��� c;,���c:�at;: c��a-� and gutter h�� r.�:�
�. 3F i�t c;r greaz��Y c�rid'c�� :
$13.50 ner lineal foot on each
side of th� street, less any
assessn�nt previously paid for
grading and graveli.ng.
$18.00 per lineat foot on each
side of the street, less any
assessr�ent previously pdid for
gracling and graveling.
$4.30 per lineal foot.
$5.00 per l�r-�e.al. fr.�t fo� concre-�e
curb and c�.utt.er and $2,.30 pex
1.Lr:CCL1 f�.V� l�i� �::.r.�ii�ai��..�a."'J. .
L�s iT FL _TFct'�� t�t`i�.'5�?�UID that th�re a?-a th2 follc�aing exr.ept? ors :
5. �'aY a;�y r�xri�r lot�, jche assess:�nt rate
sha11 � 50 0 �i the lon.g side as plattec3.,
Lra tc� a zr�xii-znnn deduction of ?5 �.ineal
f� �, p�_us 100 0 of ttze shor�t szde oi tize
lat as g_l� tt� ,
6. r or any lo=�: �ut'-�.�y on ttw� s ixeets, the
assA.ssir.�nt xatP sha11 be r�uced 50 p at
th� rear l�fi Ii� :z .
i, For s �ce�ts tait:n po:rtl3n.d cex�.nt concrete
or �ph�.I.tic concrete pave.�nt, ��The.n ti��
�°�_d�h o� �1'�e p�xve.rr�zt is less th�n 3G feet�
uze assessrc�^IL ratz si�all bv r�cluc� by a
r<zt�_� c,f fYi� �ctua7� �y�dth c�.iv�_3�d .by 30.
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