HomeMy WebLinkAbout90-153 June 21, 1990 �90-153 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(CARRIED LOST LAID OVER WITHDRAWN )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 6th
Addition to Westhaven Plat described below is hereby accepted and
approved:
Descri�tion of Premises
6th ADDITION TO WESTHAVEN PLAT
Lots 814-891 (28 Lots)
lo SANITARY SEWER
(Using Contract 90-08 bid prices)
1 ,590 ' - 8'° San . @ $12 .05= 519 ,159. 50
106 ° manhole @ 5114 .00= 512 ,084 .00
Construction Cost = 531 ,243 .50
8� Engineering = S 2 , 499 . 48
533 ,742 . 98
LOT 814, 816-829 , 831-841
COST/LOT = 533 ,742 .98/26
_ $1,297e81
LOT 815 , existing sanitary sewer on S . Oakwood Road .
� Previously assessed in Contract 88-ll0
LOT 830 . No assessment , will connect to existing sewer
which was installed privately.
SUBMITTED BY
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� Res 90-153
2 . WATER MAIN
(Using Contract 90-08 bid prices)
285 ' - 6" @ $13 .75= $ 3 ,918.75
1590 ' - 8" @ $15 .45= $24,565 .50 .
6 - 6" valves @ 5310 .00= $ 1 ,860 .00
6 - 8" valves @ 5420 .00= $ 2 ,520 .00
7 Hydrants @ 5985 .00= $ 6, 895 .00
Construction Cost = $39,759.25
8� Engineering = $ 3 ,180 .74
$42,939.99
A. LOTS 814, 816-829, 831-841
COST/LOT = 542 ,939.99/26 lots
_ $1,651.53
B. LOT 815 Assessment from Contract 90-08.
80x120x.065 = $624.00
C. LOT 830 No assessment , will connect to water main
installed privately.
3 . SANITARY & STORM LATERAL, WATER SERVICE
A. LOTS 814-829, 831-841 (27 Lots)
4" sanitary lateral
1" water service
6" storm lateral
27 san. and water lateral @ 5540 .00 = $14,580 .00
27 storm laterals @ 5210 .00= $ 5,670 .00
85 ' riser @ 535 .00= S 2 ,975 .00
Construction Cost $23 ,225 .00
8� Engineering S 1,858 .00
525 ,083 .00
COST/LOT = $25 ,083/27
= 5929 .00
;B. No lateral cost for Lot 830 , services will come off
private mains.
4. STORM SEWER (LOTS 814-841)
Assessment = Frontage Assessment + Rear Drain
_ (2938.59 ft. x S5/ft. ) + $1,837. 40
= 514,692 .95 + 51,837.40
= 516,530 .35
COST/LOT = $16,530 .35/28
= 5590 .37
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• REs 90-153
5 . SIDEWALK - Assume no walk on S. Oakwood Road. If installed in
future, will be by Common Council order .
Assume S2/sq.ft .
Lot 814 $1 ,300 .00
Lot 815 -0-
Lot 816 $ 961. 80 `
Lot 817 S 917 .60
Lot 818 S 900 .00
Lot 819 $ 900 .00
Lot 820 $ 900 .00
Lot 821 $ 900 .00
Lot 822 $ 905 .10
Lot 823 $ 784 .10
Lot 824 S 775 .60
Lot 825 S 900 .00
Lot 826 S 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 ,870 .90
Lot 834 S 800 .00
Lot �35 52,114.20
Lot 836 $1,771 .20
Lot 837 $2 ,202 .30
Lot 838 $2,200 .00
Lot 839 52 ,200 .00
Lot 840 $2,278.70
6 . GRADING & GRAVELING
Centerline = 1,837 lineal feet
Estimate 518 .00/ft .
Construction Cost = (1837 x S18) = 533 ,066 .00
8$ Engineering = $ 2,645 .28
TOTAL COST + ENGINEERING $35 ,711 .28
A. COST/LOT = $35 ,711 .28/27 (LOT 814, 816-841)
_ $1 ,322 .64
B. No cost for Lot 815 (existing street)
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� Res 90-153
7 . CONCRETE PAVING - All interior lots; no assessment for
S . Oakwood Roade
No cost for Lot 815 .
Remaining Lots 814s 816-841 (27 lots)
Assume S60/lineal foot , includes engineering .
1 , 837 lin . ft . x S60/ft .= 5110 ,220
A. Cost/Lot = $110 ,220/27 (LOT 814 , 816-841?
_ $4 ,082 .22
B. Lot 815 , (existing street)
No assessment ,
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