HomeMy WebLinkAbout91-082 February 21, 1991 # 91-82 RESOLUTION
(CARRIED LOST LAID OVER WITHDRAWN )
PURPOSE: APPROVE AMENDMENT TO DEVELOPER'S AGREEMENT/
6th ADDITION TO WESTHAVEN PLAT
INITIATED BY: FINTAN FLANAGAN, et al
WHEREAS, the Common Council previously approved an agreement
to finance improvements in 6th Addition to Westhaven Plat,
generally Village Lane , Donegal Court , Galway Court and
Candlelight Court; and
WHEREAS, during construction of the utilities, the developer
requested the City of Oshkosh alter the proposed construction and
executed an amended Waiver of Special Assessment Notices and
Hearing, which reflects the new final quantities and adjusted
costs for all improvements; and
WHEREAS, it is necessary to amend the previous developers '
agreement to incorporate the revision;
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the
City of Oshkosh that the amended Waiver is approved and accepted
in all respects and the proper City officials are authorized and
directed to execute an appropriate amendment to the developers'
agreement, originally approved June 21, 1990.
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W1IIVER OE' SPECIIIL I1SS�SSP9EN'I NO`1'ICGS 11NL)
HEARING UNDER SEC`t'ION 66 .60 , WISCONSIN STA'i'U'PLS
The undersigned , owner of property benefited by tt�e following
improvements to be made by the city of Oshkosh , Winnebago County,
state of Wisconsin , to wit :
SANITARY SEP�ER, STORf•1 SEWER, WATER h1AIN, AND L11TER�1L5
GRI�DING & GRAVELING, CONCRETE PAVING, CONCRETE SID�WIILKS
In consideration of the construction of said improvements by the
city of Oshkosh, Wisconsin, I hereby admit that suct� 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 hearinys 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:
Description of Premises
6TH ADDITION TO WESTHAVEN PLAT
Lots 814-841 (28 Lots)
1 . S1INITARY SEWER
(Using Contract 90-08 Construction Costs)
1 ,729 .6 ' - 8" San . @ 512 . 05= 520 , 841 . 68
105 .67 ' manhole @ 5114 .00= 12 ,046 .38
Construction Cost = 532 , 888 .06
8°� Engineering = 2 ,631 . 04
535 ,519 .10
Lot 814 , 816-829 , 831-841
COST/LOT = 535 ,519 .10/26
= 51 ,366 .12
Lot �315 , existing sanitary sewer on S . Oakwood Road .
Previously assessed in Contract 88-11 .
Lot 830 . No assessment , will connect to existing sewer
wYiich was installed privately .
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Res 91-82
2 . W11TLR MAIN
(Using Contract 90-08 Construction Costs . )
216 ' - 6" @ 513 . 75= 52 , 970 . 00
1 ,584 ' - 8" @ $15 . 45 = 24 , 472 . 80
6 - 6" valves @ 5310 . 00= 1 , 860 . 00
8 - 8" valves @ 5420 .00= 3 ,360 . 00
7 hydrants @ 5985 .00= 6 , 895 .00
539 , 557 . II0
8o Engineering = S 3 ,164 . 62
542 ,722 . 42
A. Lots 814 , 816-829 , 831-841
Cost/Lot = 542 ,722 . 42/26
�� _ $ 1 ,643 . i7
B. Lot 815 . Assessment from Contract 90-08 .
80 x 120 x 5 .065= 5624 . 00
C. Lot a30 . No assessment , will connect to water main
installed privately.
3 . SANITARY & STORM LATERAL , WATER SERVICE
Lots 814 , 816-822 , 834-�41 ( 16 lots)
4" Sanitary Lateral
1" ��ater Service
6" Storm Lateral
Lots 825 , 827 (2 lots)
4" Sanitary Lateral
1 1/4" and 1 1/2" Water Service
6" Storm Lateral
Lots 828-829 , 831-833 (5 lots)
4" Sanitary Lateral
1 1/4" Water Service
6" Stor.m Lateral
16 Sanitary and jaater (1" ) Lateral @ $540 = $8 ,640 .00
2 Sanitary and [�Tater (1 1/4" & 1 1/2" )
Lateral @ 51 , 035 = 52 ,070 .OU
5 Sanitary and Water ( 1 1/4" ) Lateral
@ 5715= 53 , 575 .00
103 ' Riser @ 535 . 00= 3 ,6U5 . 00
23 Storm Laterals C� 5210 . 00= 4 , 830 .00
Construction Cost 522 ,720 .00
8% Engineering 1 , 817 . G0
524 ,537 . 60
Cost/Lot = 524 ,537 .60/23
= 51 ,066 . 85 Lots II14 , 816-822 , 825 , 827-Q29 ,
831-841 (23 lots)
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No Lateral - Lot �315 . (Utilities in Terrace & Easement)
Lots 823 , 824 , 826 - Future Developmec�t of
property will determine lateral placement
and sizing . )
Lot a30 - Services will come off existii�y
private mains .
4 . STORtd SEWER (Lots 814-841)
Assessment = Footage Rate + Rear Drains
_ (2 .938 .59 ft . x S5/ft . ) + 51 , 837 . 40
= 514 ,692 . 95 + 51 , 837 . 40
= 516 ,530 .35
Cost/Lot = 516 ,530 .35/28
= 5590 .37
5 . SIDEWALK - Assume no walk on S . Oakwood Road . If installed in
future, will be by Common Council order . �
Assume $2/square foot
Lot 814 51 ,300 . 00
Lot 815 -0-
Lot 816 961 . 80
Lot II17 917 .60
Lot 818 900 . 00
Lot 819 900 .00
Lot 820 900 . 00
Lot 821 900 .00
Lot 822 9U5 . 10
Lot 823 784 . 10
Lot 824 775 .60
Lot 825 900 .00
Lot 826 880 . 90
Lot 827 1 ,100 . 00
Lot 828 1 ,150 . 00
Lot 829 1 , 614 . 40
Lot 830 950 . 00 •
Lot 831 900 . 00
Lot 832 900 . 00 .
Lot 833 2 , �70 . 90
Lot 834 800 . 00
Lot 835 2 ,114 . 20
Lot �36 1 ,771 . 20
Lot 837 2 ,202 . 30
Lot 838 2 , 200 . 00
Lot 039 2 , 200 .00
Lot B40 2 , 27II . 70
Lot 841 1 , 300 . 00
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6 . GR�DING & GRnVELING
Centerline = 1 , 837 lineal foot
Estimate 518 .00/ft .
Construction Cost = (1 , 837 x S18) = 533 ,066 . 00
8% Engineering = S 2 , 645 .28
Total Cost + Engineering 535 ,711 .2a
A. Cost/Lot = 535 ,711 . 28/27 (Lots 814 , 816-841)
= 51 ,322 .64 .
B. No cost for Lot a15 (existing street)
•7 . COIVCRETE PAVING - All interior lots; no assessment for
S. Oakwood Road .
No cost for Lot 815 .
Remaining Lots 814 , 816-841 (27 lots)
Assume $60/lineal foot , including engineering .
1 , 837 lin.ft . x $60/ft . = 5110 ,220
A. Cost/Lot = $110 ,220/27 (Lots 814 , 816-841)
= 54 ,082 .22
B. Lot 815 , (existing street) , No Assessment .
Signature of Owners:
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FINTAN M. FLANAGAN ATE
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CAROL AN FLANAGAN DATE
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