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Home My WebLink About35405 / 89-112 June 1, 1989 q112 RESOLUTION (CARRIED LOST LAID OVER WITHDRAWN ) PURPOSE: ACCEPT AND APPROVE WAIVER Of SPECIAL ASSESSMENT NOTICES AND HEARING IN CONNECTION WITH IMPROVEMENTS INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT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 Cou�ci] of the City of Oshkosh taht the Waiver of Special Assessment Notices and hearing under Section 66.60 of the Wisconsin Statutes, for grading and graveling, concrete paving and engineering services, for the premises described below is hereby accepted and approved: Desciiotion of P[emises SECOND ADDITION TO FOX CHASE PLAT (LOTS 32 - 102J (71 LOTS) BENEFITS SANITARY SEWER � Costs based on Cont[act 89-09 pcices Construction cost = 3100 ,391 .65 88 Engineering= 8,031 .03 Total Cost 5106, 422 .68 Coat/LOt = 5108,422 .68/71 _ $1,527 .08 SANITARY ¢ P7ATER. LATERP.LS Coats based on Contcact 89-09 prices Construction cost = S 42 ,360 .00 88 Engineering = S 3 ,388 . 85 Total Cost = S 45 ,748 . 85 Cost/LOt = 595 ,798.85/71 = S644.35 �- SUaMIT1'FD BY AFPRO'.�'r,D G%:t�� 20 - Res. #112 WATER MAIN Cost based on contcact 89-09 prices 10" and 12" main assessed at 8" costs Consteuction Cost = 596 , 880 .00 88 Enginee�ing = S 7 ,750 .90 � Total Cost = 5109,630 . 40 Cost/LOt = 5104 ,630 .90/71 = 51, 973 .67 . STORM SEWER Cost based on contract 89-09 pcices Developer Cost = Assessment + Rear Yacd Dcains & Storm Latecals Assessment = SS x front footage as measuced at building setback line (25 ' ) = 55 x 57 ,226 .62 = 536,133 .10 Rear yacd dcains (3 inlets plus leads) Construction Cost = 56 ,208 .00 88 Engineering = S 996 .64 Total Cost = 56 ,704.64 Storm Laterals 6" storm lateral provided to all lots except those which can connect to rear yacd drains Consteuction Cost = 511 ,480 .00 88 Engineering = S 918 .40 Total Cost = 512 ,398. 40 Total Developer Cost = 536 ,133 .10 S 6 ,704 .64 .. 912 ,398. 90 555 ,236 .14 Cost/Lot = 555 ,236 .14/71 = 3777 .97 - 2i - Res. #112 GRADING ¢ GRAVELING Includes WINDHURST fcom Wah Wah Taysee to So . Oakwood , WAH WAH TAYSEE WAY � FOXTAIL LANE� BERNHEIM STREET� and MONTCLAIR PLACE from Me�ewocth Couct west to end of plat ( lots 41 - 102 only) (West 20th Avenue not included? � Approximate length = 3 ,920 feet � . Estimated Construction Cost = 570 ,560 88 Engineecing = S 5,695 _ Total Cost = 576 ,205 Cost/LOt = 576 ,205/62 = 51 �229 .11 CONCRETE PAVING Includes same streets as Geading 6 Gcaveling (Weat 20th Avenue not included) Lots 91 — 102 only Estimated Construction Cost = 5235 ,225 . 80 88 Engineecing = 5 18, 818 .06 Total Cost = 5254 ,043 . 86 Cost/LOt = 5254 ,043 .86/62 = 54 ,097 . 48 SIDEWALKS Assume sidewalks requieed on all streets . Dist[ibute total cost equally among all lots . Estimated Construction Cost = 565 ,G00 Cost/LOt = 565 ,000/71 = 5915 . 49 - CZ - RFS. ,Y712 WAIVER OF SPECIAL ASSESSMENT NO'PICES AND HEARING UNDER SECTION 66 .60 , WISCONSIN STATOTES The undecsigned , owner of pcoperty 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 SEWER & WATER LATERALS� STORM SEWER� GRADING & GRAVELING, CONCRETE PAVING� CONCRETE SIDEWALK In considecation of the constcuction of said impcovements 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 acco[dance 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 agcee and admit that the benefit of my propexty from the construction of such improvements is in pcoportion to the footage thereof: Descriqtion of Premises SECOND ADDITION TO FOX CHA56 PLAT (LOTS 32 - 102) (71 LOTS) BENEFITS SANITARY SEWER Costs based on Contract 89-09 prices Constcuction cost = 5100 ,391 .65 8& Engineering= 8,031 . 03 Total Cost 5108, 922 .68 Cost/LOt = 5108,422 .68/7]. _ $1 ,527 .08 SANITARY & WATER LATERALS Costs based on Contract 89-09 p�ices Constcuction cost = S 42 ,360 .00 88 Engineering = S 3 ,388 . 85 Total Cost = S 45 ,74� . 85 Cost/LOt = 595 ,748 . 85/71 _ &649 .35 22a - 1 � Res. #712 WATER MAIN Cost based on contract 89-09 prices 10" and 12" main assessed at B" costs Construction Cost = 596 , 880 .00 88 Engineering = $ 7 ,750 . 40 � Total Cost = $104,630 . 40 Cost/LOt = 5104,630 .90/71 = 51,973 .67 STORM SEWER Cost based on contract 89-09 prices Developer Cost = Assessment + Reac Yard Drains & Storm Latecals Assessment = SS x fcont footage as measured at building setback line (25 ' ) = 65 x 57 ,226 .62 = 536 ,133 .10 Reac yacd drains (3 inlets plus leads) Construction Cost = $6 ,208.00 89 Engineering = S 496 .64 Total Cost = 66 ,704 .64 Stocm Laterals 6" stocm lateral provided to all lots except those which can connect to rear yard drains Construction Cost = 511 ,480 .00 8� Enginee�ing = 3 918. 40 Total Cost = 512 ,398. 90 Total Developer Cost = 536 ,133 .10 S 6 ,704 .64 .. 512 ,398 . 40 555 ,236 .14 Cost/LOt = 355 ,236 .14/71 = 5777 .97 - 22b - 2 . � Res. #112 GRADING & GRAVELING Includes WINDHORST fiom Wah Wah Taysee to So . Oakwood , WnH WAH TAYSEE WAY , FOXTAIL LANE, BERNHEIM STRGET, and MONTCLAIR PLACE from Mecewocth Couxt west to end oP plat (lots 41 - 102 only) (West 20th Avenue not included) � Appcoximate length = 3 ,920 feet Estimated Construction Cost = 570 ,560 88 Engineering = S 5 ,645 . Total Coet = �?� ;?�5 Cost/LOt = 576 ,205/62 = 51,229 .11 CONCRETE PAVING Includes same stxeets as Gcading & G�aveling (West 20th Avenue not included) Lots 41 - 102 only Estimated Construction Cost = 3235 �225 . 80 88 Engineering = S 18,818 .06 Total Cost = 5254 ,043 . 66 Cost/LOt = 5254 ,043 . 86/62 = 54,097 . 46 SZDEWALKS Assume sidewalks cequired on all streets . Distribute total cost equally among all lots . Estimated Consteuccioii Cos� = +'o` ,G^uG Cost/LOt = 565,000/71 _ $915 . 49 Signature of Ownecs: THOMAS N. ROSCH RICHI112D L . GABERT Date: Date: - 22[ - 3 � � D � ➢ T A L O c ¢ O N � z ti a � � A r N � J N N • i-.O . N �n -O m z n �n �+ _¢ O .. � yc+ � . O r. 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