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Home My WebLink About91-309 R E V I S E D June 20, 1991 #91-309 RESOLUTION (CARRIED LOST LAID OVER WITHDRAWN ) PURPOSE; ACCEPT AND APPROVE WAIVER OF SPECIAL ASSESSMENT NOTICES AND HEARING IN CONNECTION WITH IMPROVEMENTS INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT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 Hearinq under Section 66. 60 of the Wisconsin Statutes, for various improvements for West- field Heights (Laurie Avenue, Luke Lane, Sawtell Court) Lots 1 through 14, Outlot 1, described below is hereby accepted and approved: Description of Premises WESTFIELD HEIGHTS (Laurie Avenue, Luke Lane, Sawtell Court) Lots 1 through 14, Outlot 1 1 . SANITARY SEWER Estimated Construction Cost = S16,950 4$ Enqineerinq Fee = 678 Cost/Lot = 5678/14 = 548. 43 (Lots 1-14 ) 2. WATER MAIN Estimated Construction Cost = 518,580 4� Enqineering Fee = 743 . 20 Cost/Lot= S743 . 20/14 = S53 . 08 (Lots i-14 ) 3. SANITARY LATERAL AND WATER SERVICE Estimated Construction Cost = S12,250 4� Engineering Fee = 490 Cost/Lot = S490/14 (Lots 1-14) = 35 .00 SL'�.�ie�ITTED BY . A P 0'TED - 27 - Res 91-309 4. STORM SEWER Assessmenta Footage as Measured at setback line (25 ' ) x $5/ft . = 1,636. 23 ft, x $5/ft. = 58,181 . 35 Cost/Lot = S8,181 . 35/14 = S584 . 37 (Lots 1-14) 5. STORM LATERAL . (6" Storm Lateral installed to each lot under city contract ) Estimated Construction Cost= 5250 4� Engineering = S 10 Cost/Lot = 5260 (Lots 1-14) 6. GRADING & GRAVELING W/PERMANENT STREET Assume 36' streets. Estimate S70/ft . construction cost . Approximate centerline length = 748 feet ( includes intersection at Westfield Street and alignment north on Sawtell Court) Estimated Construction Cost = 748 ft, x 570/ft. _ $52,360 4� Engineering Fee = 52,094 .40 Cost/Lot = $2 ,094.40/14 _ $149.60 (Lots 1-14) 7. SIDEWALKS Assume sidewalks required on all streets, across all lots including Outlot i . Assume S10/ft, cost w/engineering. Lot 1 = $963 .70 Outlot 1 = $ 36. 50 Lot 2 = $464 .70 Lot 3 = $921 . 04 Lot 4 = 52,002 .80 Lot 5 = S738. 10 Lot 6 = $763 .70 Lot 7 = $485 . 30 Lot 8 = $457.80 Lot 9 = $791 . 30 Lot 10 = 52 , 486 .60 Lot 11 = $2 ,036 . 20 Lot 12 = $841 .70 Lot 13 = $850.00 Lot 14 = S2,180.90' - 27a - Res 91-309 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 : STAKING AND INSPECTION SERVICES FOR SANITARY SEWER, WATER MAIN, SANITARY AND WATER LATERALS, GRADING AND GRAVELING WITH PAVING; STORM SEWER AND STORM LATERALS, SIDEWALKS 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 thereof : Descri8tion ,� �remises WESTFIELD HEIGHTS (Laurie Avenue, Luke Lane, Sawtell Court) Lots i through 14, Outlot 1 1 . SANITARY SEWER Estimated Construction Cost = 516,950 4� Engineering Fee = 678 Cost/Lot = 5678/14 _ $48. 43 (Lots 1-14) 2 . WATER MAIN Estimated Construction Cost = $18,580 4� Enqineering Fee = 743. 20 Cost/Lot= S�43 . 20/14 _ $53 .08 (Lots 1-14) 3 . SANITARY LATERAL AND WATER SERVICE Estimated Construction Cost = $12,250 4� Engineering Fee = 490 Cost/Lot = S490/14 (Lots 1-14) = 35 . 00 - 27b - ' Res 91-309 4. STORM SEWER Assessment= Footage as Measured at setback line ( 25 ' ) x SS/ft. = 1,636.23 ft, x S5/ft. a S8,181. 35 Cost/Lot = $8, 181 . 35/14 = 5584 . 37 (Lots 1-14) 5. STORM LATERAL � � (6" Storm Lateral installed to each lot under city contract) Estimated Construction Cost= S250 4� Engineering � S 10 Cost/Lot = $260 (Lots 1-14) 6. GRADING & GRAVELING W/PERMANENT STREET Assume 36' streets. Estimate S70/ft , construction cost . Approximate centerline length = 748 feet ( includes intersection at Westfield Street and alignment north on Sawtell Court) Estimated Construction Cost = 748 ft, x $70/ft. = 552,360 4� Engineering Fee = S2 ,094 .40 Cost/Lot = 52 ,094 . 40/14 _ $149.60 (Lots 1-14) 7. SIDEWALKS Assume sidewalks required on all streets, across all lots including Outlot 1 . Assume S10/ft . cost w/engineering. Lot 1 = $963 .70 Outlot 1 a $ 36.50 Lot 2 = S464.70 Lot 3 = $921 .00 Lot 4 = S2,002 .80 Lot 5 = $738. 10 Lot 6 = 5763 .70 Lot 7 = $485. 3'0 Lot 8 = S457.80 Lot 9 = S791 .30 Lot 10 = S2 ,486.,6'0 Lot 11 = 52 ,036 , 20 Lot 12 = $841 .70 Lot 13 = $850.00 Lot 14 = $2,180.90 - 27C - ' � Res 91-309 Signature of Owner: (Heritage Homes of Oshkosh, Inc. ) John J. Mark, President Street Address : Date: Siqnature of Owner: Janice Mark, Secretary Street Address: Date: Signature of Owner: Russell A. Kuklinski Street Address: Date: Signature of Owner: Sue Kuklinski Street Address : Date: - 27d - � o c � o � � � � —� � �•. � cn c� cn z' �--� fC t� � fD CD • t--� O �' (D tn '�3 p Z O t�n c+ � � � .. ,. �• (D 1?0 —' N O � � G � c+ D W Z � D l0 � L7 O O -G � � Ll� Z"� l0 mmo � �• �• o -s cnv, � < <+ �+ o �. � �• < r..--. cn c� m �• � (D .�..Vi O � N � � � � -e � �,. O < < 2 CD (D N 'S � � CU "5 O � r• —F� c+ � (/� cL] N '� � �--� CD �� n � �.. c+ Cu _h �--' �.�. (D �-- Q