HomeMy WebLinkAbout35359 / 89-59 May u , 1989 659 RESOLUTION
(CAARIED ______ LOST ______ LAID OVER ______ WITHDRAWN _______)
PURPOSE: ACCEPT AND APPROVE WAIVER OF SPECIAL ASSESSMENT
NOTICES AND HEARING IN CONNECTION WITH ZMPAOVEMENTS
INITIATED BY : DEPARTMENT OF PUBLIC WOAKS
BE IT PESOLVED by the Common Council of the City of Oshkosh
that the Waiver of Special Assessment Notices and Nearing under
Section 66.60 of the Wisconsin Statutes , for grading & graveling ,
concrete paving and engineering services , for the premises described
below is hereby accepted antl approved:
Descciotion of Premises
RAITLYNN PLAT� LOTS 14 THROUGH 29
BENEFITS DAMAGES
CONCRETE PAVING 563 ,000 None
Cost Pec Lot°
563 ,100/16� 53 ,943 .75/lot
CONCRETE SIDEWALR
Lot 14 � . 5 2 ,041 .25
Lot 15 8 762 .50
Lot 16 S �� 762 .50
Lot 17 S 742 .95
Lot 18 S 740 .80
Lot 19 S 762 .50
Lot 20 � S 762 .50
Lot 21 5 2 ,041 .25
Lot 22 S 2,041 .25
Lot 23 S � 816 .70
Lot 24 S 335 .98
Lot 25 S 347 .77
Lot 26 S 352 .15
Lot 27 S 340 .02
ioc 28 � 5 813 .32
Lot 29 S 2 ,041 .25
SOB'dIi^;:'9 BY
AP^i3O;''.;:?) L%� ` '✓ ��j'�'/(/�
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- 40 -
- # 59 Cont'd.
May 4, 1989
Descriotion Qf Premises
WESTHAVEN CIRCLE PLAT
(LOTS 1 - 27)
BENEFITS DAMAGES
SANITARY SEWER None
Sanitary sewer installed along westhaven Circle
in 1971 . 1973 . All assessments paid . �
No sanitaey assessment , Lots 2 - 19 ,
New construction on Newport Couct:
Construction Coat = 58,027 .00
88 Er.gineering= S 642 .16
Total Cost � 58,669 .16
Cost/LOt= 58,669 .16/9 = � 5963 .24 (LOTS 1 , 20-27)
SANITARY 6 WATER LATERAL None
Lot 1, 20-24, 27 = 5550 . 80
Lot 2-5 , 8-19 = � 51,271 .16
Lot 6-7 , 25-26 = No assessment .
� Dicect connection to sanitary
sewer in easement .
WATER MAIN
Water Main installed along Westhaven Circle in 1971
and 1973 . All assessments paid .
No water main assessmenta , lots 2-19 .
New construction on Newport Court .
Construction Coat = 59 ,193 .00
86 Engineering � = S 735 . 44
Total Cost 59,928. 44
Cost/LOt � 59,928.44/9 = 51,103 .16 (LOTS 1, 20-27)
STORM SEWER
Assessment is based on frontage at building line plus cost of
eeac yaed dcains and storm laterals ..
Assessment= Frontage Rate + Rear Drains + Storm Laterals
= 2 , 940 . 84 ( SS) + 5 ,592 .56 + 3 ,780
= 512 ,204.20 + 5,592 .56 + 3 ,780
= 521 ,576 .76
Cost/LOt = 521 ,576 .76/27 = 5799 .14
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�� May 4, 1989 k 59 Cont'd.
GRADING S GRAVELING
Estimated construction cost= 58 ,600 (Newpoct Court onlyl
Cost/Lot= $8,600/9 = S 955.56 (LOTS 1 ,20-27 ONLY)
CONCRETE PAVING
Estimated Construction Cost = 525 , 800 (Newport Couct onlyl
COSt/LOt = 525, 800/9 = S 2 , 866 .67 (LOTS 1 ,20-27 ONLY)
CONCRETE SIDEWALK
Aasume sidewalk along all lots
Estimated Constcuction Cost = 522 ,250
Cost/LOt = 522 ,250/27 = $ 824 .G7
Description of Premises
SECOND ADDITION TO FLORA KOHN KRUEGER PLAT
(LOTS 49 - 60) (22 LOTS)
BENEFITS DAp1AGES
SANITARY SEWER None
Constcuction Cost = 514 ,010 .00
86 Engineering S 1 ,120 .72
Total Cost= 515,130 .72
Cost/LOt= 515 ,130 .72/22= 5667 .76
SANITARY & WATER LATERAL None
Construction Cost = 5510 .00
88 Engineering S 40 . 80
COSt/LOt = SSSO . BQ
WATER MAIN
Constiuction Cost = 515 ,039 . 86
88 Engineering S 1 ,203 . 18
Total Cost = 516 ,243 .04
Cost/Lot = 516 ,243 .04/22= S 738 .32
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May 4, 1989 #59 Cont'd.
STORM SEWER
Assessment is based on fcontage at building line plus cost of
rear yard drains and storm latecals .
Assessment= Frontage Rate + Rear Drains + Sto�m Laterals
_ (883 .82+887 J9) 5 + 6 ,575 . 58 + 16 (270) .
= 58,858.05 + 56 ,575 .58 + 54,320
� 519,753 .63
Cost/LOt = 519 ,753 .63/22= 5897 . 89
GRADING 6 GRAVELING
Total Length = 1 ,004 feet
Estimated Const[uction Cost = 520 ,080 .00
Cost/LOt= 520 ,080/22= S 912 .73
CONCRETE PAVING
Gstimated Construction Cost = 560 ,240
Cost/Lot = 560,240/22= S 2 ,738 .18
CONCRETE SIDEWALK
Estimated Construction Cost= 517 ,006
Cost/LOt = 517 , 006/22= S 773 .00
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