HomeMy WebLinkAbout90-366 a
October 4�, 1990 OCT 18, 199090- 335 90-366 RESOLUTION
(CARRIED LOST LAID OVER �_ WITHDRAWN )
PURPOSE; ACCEPT AND APPROVE WAIVER OF SPECYAL ASSESSMENT
NOTICES AND HEARING IN CONNEC�'tON 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 West-
leigh Farms Subdivision described below is hereby accepted and ap-
proved:
Description of Premises
WESTLEIGH FARDiS SUBDIVISIOIV
Lots 1 - 12
�
l . SANITARY SEWER
I t305 ' - 8" @ 813 . 00= 510 , 465
60 ' - 4" riser @ S29= 1 , 740
60 ' MH @ 5110 = 6 ,600
S18 ,805 •
8$ Engineering 1 ,504
Total 520 ,309
Cost/Lot = 20 ,309/12� 51 ,692 . 42
f------__.._�____
�
� rU�::,il:'i;;J BY
�
�
� .
i
I
1 •
, F ��--1� vr',�) _��t�
•.--�..
✓
— �� —
Res g0-366
2 . WATER MAIN
15 ' - 6" main @ 826 = S 390
340 ' - 8" main @ S15 = 5 ,100
520 ' - 10" main @ S18 = 9,360
2 - 6" valves @ 5325 = • 650
2 - 8" valves @ S425 = 850
2 - 10" valves @ 5575 = 1 , 150
4 Hydrants @ 5950= 3 , 800
521,300
8$ Engineering 1 ,740
Total 523 ,004
Cost/Lot = 23 ,004/12= 51 ,917s00
3 . SANITARY LATERAL (�." ) , STORM LATERAL (6") , AND WATER
SERVICE (1")
Sanitary sewer &
Water Laterals = 5550
Storm Lateral = 200
5750
8$ Engineering 60
COST OF LAT�RALS PER LOT $810
4. STORM SEWER
Assessment based on S5/ft . as based on building setback .
1 ,372 .36 ft . x S5/ft .= S 6 , 861 . 80
COST/LOT = 6 , 861 . 80/12 = 5571 .87
5 . SIDEWALK
Assume S2/sq.ft . - S10 running foot
Lot 1 52 ,220 . 00
Lot 2 S 800 .00
Lot 3 51 , 853 .00
Lot 4 S 779 .60
Lot 5 51 ,272 . 80
Lot 6 S 700 .00
Lot 7 S 700 .00
Lot 8 S 698 .90
Lot 9 52 ,042 .70
Lot 10 S a50 .00
Lot 11 51 ,390 .50
Lot 12 52 ,165 . 90
- 21 -
,
Res 90-366
� 6 . GRADING & GRAVELING
Only on Ruschfield Drive and Wheatfield Way �
Centerline Length = 785 ft ,
Estimated S18/ft .
785 ft . x S18/ft � 514 ,130 . 00
8� Engineering 1 ,130 . 40
� 515 ,260 . 40
Cost/Lot = 15 ,260 . 40/12= 51 ,271e70
7 . CONCRETE PAVING
Only on Ruschfield Drive , Wheatfield Way
Centerline length = 7�5 fte
4 Assume S60/ft . w/Engineering
785 ft . x 560= 547 ,100
Cost/Lot = 47 ,100/12= 53 ,925 .00
i
- 2 2 -
�
. Res 90-366
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, SANITARY AND STORM LATERALS,
WATER SERVICES, STORM SEWER, SIDEWALKS, GRADING AND GRAVELING
AND 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 thereofs
Description of Premises
WESTLEIGH FARMS SUBDIVISION
Lots 1 - 12
lm SANITARY SEWER
805 ° - 8" @ $13 .00= $10 , 465
60 ' - 4" riser @ 529= 1,740
60 ' MH @ 5110 = 6,600
518,805
8� Engineering 1 ,504
Total 520 ,309
Cost/Lot = 20 ,309/12= 51,692e42 '
lq
- 22a -
. • ' Res 90-366
2. WATER MAIN
15 ' - 6" main @ S26 = S 390
340 ' - 8" main @ S15 = 5,100
520 ' - 10" main @ $18 = 9,360 °
2 - 6" valves @ 5325 = 650
2 - 8" valves @ $425 = � 850
2 - 10" valves @ 5575 = 1 ,150 °
4 Hydrants @ 5950= 3 ,800 '
--�----
$21,300
8$ Engineering �1,740
Total $23 ,004
Cost/Lot = 23 ,004/12= 51,917 .�0 �
3 . SANITARY LATERAL (4") , STORM LATERAL (6") , AND WATER
SERVICE (1")
Sanitary sewer &
Water Laterals = $550
Storm Lateral = 2pp
$750
8$ Engineering 60
COST OF LAT�RALS PER LOT $810
4a STORM SEWER
Assessment based on S5/ft . as laased on buildinc� setback ,
1 ,372 .36 ft . x S5/ft .= $ 6,861 .80
COST/LOT = 6, 861 . 80/12 = $571 .87
5. SIDEWALK
Assume $2/sq.fte - S10 running foot
Lot 1 $2 ,220 .00 '
Lot 2 S 800 .00
Lot 3 $1,853 .00
Lot 4 $ 779.�p �
Lot 5 51,272 . 80
Lot 6 $ 700 .00
Lot 7 S 700 .00
Lot 8 S 698.90
Lot 9 52 ,042 .70
Lot 10 S 850 .00
Lot 11 $1,390 .50
Lot 12 $2 ,165a90
2 A
- 22b -
, . Res 90-366
6. GRADING & GRAVELING
Only on Ruschfield Drive and Wheatfield Way
Centerline Length = 785 fta
Estimated S18/ft ,
785 ft. x S18/ft = $14,130 .00 0
8$ Enqineerinq 1,130 .40
515 ,260e40
Cost/Lot = 15,260 . 40/12= 51 ,271 .70
7 . CONCRETE PAVING
Only on Ruschfield Drive, Wheatfield Way
Centerline length = 785 fta
Assume $60/ft . w/Engineering
785 ft . x 560= 547,100
Cost/Lot = 47,100/12= 53 ,925 .00
Siqnat re of Ownerss
� � � C�
�
THOMAS N. S H � D TE
� '
i �� /
,-�'�� __ , '�. �� i��' %' ��"/%��l
Ji� LEB' US � DATE
_ , ��<��4-G-,..c�+
�✓ � l<J fgo
BLAIR A. STANICEK DATE
i'? '� ,
��;
`� �- � � �..
''y , \ '". ?/, !_: l��/ < i
A LENE M. STAN C� DAT
i
3 A
- 22c -
� � � oo � � � � � �
� o o � � ao � � � �
� � � � � � � � � � �
� �.--� � o o � � m �
� o o � a- cn m �n -a
oz z -�s � cnc�-�- � `+ ��
.. c �• m szo 0 0
-� � �- o � � i
O�� C�.� c+ D w W
zaa r � �• a � W
o -< c� D -� < � z-�s rn cn
rnmo -< -• � �• �-• o -s
N Cn "� O �O l0 c/� c+ c+ O ��
—I C l0 O �-'• � �-'• < '�'I T
�� ITl O O C� (D r• �'•
V Z7 � � (D � "5
.�� � N � LL N
-1 "a W �--� c+
O "5 S2o �.
O < � �
_a < 2 CD fD CD
O CD fD "'S � G�
� � O� CZ. Q.
CD "S O �. �'.
QJ � �• —h � �
\ r'F � CL] (Q
lp N (L] N .....�
O � �
`� f--� fD
fD � n
N �•
� �
1--� i--�
N
�•
cQ
�