HomeMy WebLinkAbout90-210 July 19, 1990 # 90-210 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(CARRIED LOST LAID OVER WITHDRAWN )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 COUNTRYSIDE ESTATES described below is accepted and approved:
Description of Premises
COUNTRY SIDE ESTATES
Lots 1 - 16 (16 Lots)
1. SANITARY SEWER
Assess full cost from north edge of proposed bridge to north
1 ,130 ' - 8" San. @ 514.00= 515, 820 .00
50 . 85 ' manhole @ 5120 .00= S 6 ,102 .00
Construction Cost = 521,922.00
8� Engineering = $ 1,753 .76
523 ,675 .76
COST/LOT = 523 ,675 .76/16
= 51 ,479 .74
Y — V Yu.av�.0 ....� . �� _
3 Hydrants @ 51,050 .00= S 3 ,150 .00
Construction Cost = $30 ,757.50
8$ Engineering = S 2 ,460 .60
533 ,218.10
COST/LOT = 533 ,218.10/16 lots
= 52 ,076 .13
- 33 -
JULY 19, 1990 90-210 RESOLUTION
3 . LATERALS
4" sanitary + 6" storm + 1" water service
11 lots (Lots 1 - 5, 8 - 12, 15)
Cost= 5920 .00
5 remaining lots (4" sanitary & 1" water only)
Lots 6, 7, 13 , 14, 16
Cost = S65� o00
4. STORM SEWER (LOTS 1 - 16)
Assessment = (Frontage at setback x $5)
No rear drains
Assess only east side of Westhaven Drive from
centerline bridqe to Witzel and side streets.
No assessment alonq Witzel.
= 1740 .59 ft . x S5 per foot
= 58,702 .95
COST/LOT = $8,702 .95/16
= 5543 .93
5. SIDEWALK - Assume no sidewalk assessment along Witzel or
Westhaven Court , Assess from north edge of bridge north
(both sides)
Assume $2/sq.ft.
+ Proportionate Cost
of Walk for west
side of �aesthaven
Drive
Lot 1 S2,200 .00 -� 5601 .88 = 52,801. 88
Lot 2 S 700.00 + $601.88 = 51 ,301. 88
Lot 3 S 700 .00 + 5601 . 88 = 51,301 .88
Lot 4 S 618.60 + 5601. 88 = 51,220.48
Lot 5 S 509 .70 + 5601 . 88 = 51,111 .58
Lot 6 S 470 . 80 + 5601 .88 = 51,072 .68
Lot 7 $ 629 .80 + 5601 .88 = 51,231 .68
Lot 8 S 829.00 + $601. 88 = 51,430 .88
Lot 9 S 700 .00 + 5601 . 88 = 51 ,301. 88
Lot 10 52 ,150 .00 + 5601 . 88 = $2,751. 88
Lot 11 51,300 .00 + $601 . 88 = 51,901. 88
Lot 12 -0- + S601. 88 = S 601 . 88
Lot 13 -0- + 5601 . 88 = S 601 . 88
Lot 14 -0- + 5601.88 = S 601. 88
Lot 15 $1,300 .00 + 5601 . 88 = 51 ,901 .88
Lot 16 52,850 .00 + S601e88 = 53 , 451 . 88
- 34 -
' � JULY 19, 1990 90-210 RESOLUTION
6. GRADING & GRAVELING
Assess north edge of bridge north
Assess to end of cul-de-sac on Nicole Court
Assess centerline length on Westhaven Court turn around
Centerline length: ,
Westhaven Drive 963 '
Nicole Court 311 '
Westhaven Court 198.5 '
1 ,472 .58
Estimate S1E/foot
Construction Cost = 1,472 .5 x S18/foot
= 526 ,505 :00
8� Engineering = S 2 ,120.40
TOTAL COST + ENGINEERING 528,625e40
• COST/LOT = 528,625 .40/16=
= 51,789.09
7. CONCRETE PAVING - Includes paving on Westhaven Drive to north
of bridge, Westhaven Court , and Nicole Court
(No paving assessment for Witzel Avenue.)
Centerline length = 1,472.5 feet
r��„�,e e�n �i ; „oai fnnt _ i_ncludes engineerinq .
Sfz$�iITTED BY
.
��c�AP GVED
- 35 -
� 3 � �. O VDi C� CD
;t7 �--i �-' a. � cn C� �n
� i---� �G fD � (D CD •
N �
�--� O � I"r1 n tn c+ �
p z �O N �- � �O
.. .. c+ r• fD f2o O
iv O � �
� � � c+ � N
�
O � p �O tn � OZ"a O
rnmo o � � o
cn cn � � �„ �
.-,� � m
� � m
�� � N �
-s sz� �.
o <
< = m
� � �
� a
� � n
� r• -t�
c-�' �
tn cII N
� �
(--� �--i CD
O � n
� r•
� (�1
C'�' �
_'S
�