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Home My WebLink About91-214 May 1, 1991 #91-214 RESOLUTION (CARRIED LOST LAID OVER WITHDRAWN ) PURPOSE; ACCEPT AND APPROVE WAIVER OF SPECIAL ASSESSMENT NOTICES AND HEARING IN CONNECTION WITH IMPROVEMENTS INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT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 Wisconsfn Statutes, for various improvements for Pheasant Creek Farm Plat (Lots 1-15) and Quail Run Farm Plat (Lots 1-18) , de- scribed below is hereby accepted and approved: Description of Premises QUAIL RUN FARM PLAT Lots 1-18 ( 18 Lots ) 1 . SANITARY SEWER Estimated Costs S35 , UU0 8� Engineering 5 2 , 800 Total Cost S37 , 800 Cost/Lot = $37 , 800/18 _ $ 2 , 80U 2 , WATER MAIN Estimated Cost ' 532 , 000 8°% Enqineering 5 2 , 560 Total Cost �S34 , 5G0 Cost/Lot = $34 , 560/18 = S 1 , 920 3 . SANITARY & STORM LATERALS , WA'TER SERVICE ( 4" 5anitary Lateral , 6" ::�turm Latc�ral , 1 " Water Service ) Estimated Cost 51'7 , UU0 8`� Engineering 5 1 , 36U Total Cost = 518 , 360 SiTL�.ail`1iE� BY Cost/Lot = S18 , 360/18 = S 1 , U20 . �� - 26 - ��. '1;OVEI) � Res 91-214 4 . STORM SEWER Assessment = Footage as measured at setback line ( 25 ' ) x SS/foot = 53 , 103 . 55 ft , x 55/ft . = 515 ,517. 75 Cost/Lot = $15 , 517 . 75/18 = 5862 . 10 5 . SIDEWALK Assume walk to be installed on all streets except West 9th Avenue. Assume S10/ft , cost includinq 8°% Engineering. Lot 1 = 52 , U13 . 00 Lot 2 = 1 , 20Q. 00 Lot 3 = 665 . 10 Lot 4 = 799 . 40 Lot 5 = 593 . 30 Lot 6 = 889 . 80 Lot 7 = 1 , 314 :40 Lot 8 = 2 ,968 . 50 Lot 9 = 3 ,040 . 10 Lot 10 = 1 ,250.00 Lot 11 = 1 , 200 , 00 Lot 12 = 1 , 100 . 00 Lot 13 = 820 . 00 Lot 14 = 942 . 50 Lot 15 = 1 , 20Q . 00 Lot 16 = 1 , 222 . 6U Lot 17 = 1 , 646 . 50 Lot 18 = 1 , 600 , 00 6 . GRADING & GKAVELING Centerline Length = 1006 feet ( 30 foot width) = 870 feet ( 20 foot width) Estimate 518 . 00/foot ( 30 ' width) 512 . 00/foot ( 20 ' width) Construction Cost = 1 , 006 x S18/ft . _ $18 , 108 . 00 8'70 x S12/ft . _ $10 , 440 . 00 $28, 548 . 00 8°� Engineering S 2 ,284 .00 Total Cost S30,832 . 00 Cost/Lot = 530, 832/1$ = 51 , 712 . 89 - 27 - � Res 91-214 7. CONCRETE PAVING All streets included except West 9th Avenue. Assume 5ti5/f t . ( 30 ' width ) w/8°�� Engineering . 544/ft . ( 20 ' width ) w/8% Engineering. Estimated Construction Cost : 1 ,006 ft . x $65/ft . = S65, 390 870 ft , x S44/ft . = 38, 280 Total Estimated Cost S103 ,670 Cost/Lot = 5103 , 670/18 _ $5 ,759 . 44 Qes�ription �, Premises PHEASANT CREEK FARM PLAT Lots 1-15 ( 15 Lots ) 1 . SAIViTARY SEWER Estimated Cost 520 , 000 8� Engineering S 1 , 600 Total Cost 521 ,600 Cost/Lot = 521 ,600/15 3 S 1 , 440 2 . WATER MAIN Estimated Cost ''522 , 500 8� Engineering S � , 800 Total Cost S24 , 300 Cost/Lot = S24, 300/15 = S .1 ,620 3 . SANITARY & STORM LATERALS , WATER SERVICE ( 4" Sanitary Lateral , 6" Storm Lateral , 1 " Water Service) Estimated Cost 512 , 500 8� Engineering S 1 , 000 Total Cost = 513 , 500 Cost/Lot = 513 , 500/15 = S 900 . 00 - 28 - • 4 . STORM SEWER Res 91-214 Assessment = Footage as measured at setback line (25 ' ) x S5/foot � 52 , 373 , 77 ft , x S5/ft . = 511 , 868 ,85 Cost/Lot = 511 , 868 . 85/15 _ $791 . 26 5 . SIDEWALK . Assume walk to be installed on all streets except West 9th Avenue. � Assume 510/ft , cost including 8°�o Engineering . Lot 1 = S1 , 360 . 00 Lot 2 = 1 ,098 . 90 Lot 3 = 2 , 620 .00 Lot 4 = 1 ,05Q . 00 Lot 5 = 1 ,000 . 00 Lot 6 = 1 , 2,68 . 40 Lot 7 = 1 , 331 . 00 Lot 8 = 1 , 443 . 60 Lot 9 = 1 ,088 , 80 Lot 10 = 1 , 065 .60 Lot 11 = 2 , 300 . 40 Lot 12 = 1 , 100 , 00 Lot 13 = 1 , 203 . 20 Lot 14 = 1 , 200 . 00 Lot 15 = 1 , 500 , 00 6 . GRADING & GRAVELING Centerline Length � 787 feet ( 30 foot or greater width) = 521 feet ( 20 foot width) Estimate S18 . 00/foot ( 30 ' width) 512 . 00/foot ( 20 ' width) Construction Cost a 787 x S18/ft . = S14, 166 .00 521 x S12/ft . = S 6 ,252 .00 520, 418. 00 8� Engineering ' S 1 , 633 . 00 , ----------- Total Cost � S22 ,051 .00 Cost/Lot = $22 ,051/15 _ $ 1 , 470 . 07 7. CONCRETE PAVING All streets included except West 9th Avenue. Assume S65/ft . ( 30 ' width or qreater w/Enqineeringj S44/ft . ( 20 ' width ) Estimated Construction Cost : 787 ft , x S65/ft . = , S51 , 155 521 ft , x 544/ft . = 22, 924 Total Estimated Cast S74 , 079T Cost/Lot = S74 , 079/15 � S 4,038 . 60 - 29 - .• - Res 91-214 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 : SANITARY SEWER, WATER MAIN, SANITARY fi STORM LATERALS, WATER SERVICES, STORM SEWER, SIDEWALK, GRADING & GRAVELING, CONCRETE PAVING 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 th.e 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: Description of Premises PHEASANT CREEK FARM PLAT Lots 1-15 (15 Lots) 1 . SANITARY SEWER Estimated Cost $20,000 8°% Engineering $ 1,600 Total Cost $21,600 Cost/Lot = $21 ,600/15 = S 1 ,440 2 . WATER MAIN Estimated Cost $22,500 8o Engineering $ 1 ,800 TOtal COSt $24,300 Cost/Lot = $24,300/15 _ $ 1 ,620 3 . SANITARY & STORM LATERALS, WATER SERVICE (4" Sanitary Lateral , 6" Storm Lateral , 1" Water Service) Estimated Cost 512,500 8°-o Engineering S 1,000 Total Cost = 513,500 Cost/Lot = $13,500/15 = S 900 .00 - 29a - � . -' Res 91-214 4. STORM SEWER Assessment = Footage as measured at setback line (25' ) x SS/foot _ $2,373 .77 ft. x $5/ft . _ $11 ,868.85 Cost/Lot = $11,868.85/15 _ $791 . 26 5 . SIDEWALK Assume walk to be installed on all streets except West 9th Avenue. Assume 510/ft , cost including 8°-o Engineering. Lot 1 = 51 ,360.00 Lot 2 = 1,098. 90 Lot 3 = 2,620.00 Lot 4 = 1 ,050. 00 Lot 5 = 1,000.00 Lot 6 = 1 ,268.40 Lot 7 = 1,331 .00 Lot 8 = 1,443 . 60 Lot 9 = 1,088.80 Lot 10 = 1,065 . 60 Lot 11 = 2,300.40 Lot 12 = 1,100.00 Lot 13 = 1 , 203 . 20 Lot 14 = 1 ,200.00 Lot 15 = 1 ,500.00 6 . GRADING & GRAVELING Centerline Length = 787 feet ( 30 foot or greater width) = 521 feet (20 foot width) Estimate 518. 00/foot (30' width) 512 .00/foot (20' width) Construction Cost = 787 x $18/ft. = 514,166 .00 521 x S12/ft. _ $ 6,252 .00 520.418.00 8o Engineering $ 1,633 .00 Total Cost $22 ,051 .00 Cost/Lot = S22,051/15 _ $ 1 ,470.07 - 29b - � � Res 91-214 7. CONCRETE PAVING All streets included except West 9th Avenue. Assume S65/ft . ( 30' width or greater w/Engineering) S44/ft . (20' width) Estimated Construction Cost : 787 ft , x $65/ft . = $51,155 521 ft, x S44/ft. = 22,924 Total Estimated Cost $74,079 Cost/Lot = 574,079/15 _ $ 4,038.60 Signature of : RICHARD R. MALMGREN DATE - 29c - ' ' Res 91-214 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: SANITARY SEWER, WATER MAIN, SANITARY & STORM LATERALS, WATER SERVICES, STORM SEWER, SIDEWALK, GRADING & GRAVELING, CONCRETE PAVING 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 canstruction of such improvements is in proportion to the footage thereof : Descrintion of Premises QUAIL RUN FARM PLAT Lots 1-18 (18 Lotsj 1 . SANITARY SEWER Estimated Costs $35,000 8go Engineering $ 2,800 Total Cost $37,800 Cost/Lot = 537,800/18 = S 2,800 2 . WATER MAIN Estimated Cost $32 ,000 8°�o Engineering $ 2,560 Total Cost $34,560 CoSt/Lot = $34,560/18 _ $ 1 ,920 3 . SANITARY & STORM LATERALS, WATER SERVICE (4" Sanitary Lateral , 6" Storm Lateral , 1" Water Service) Estimated Cost 517,000 8o Engineering $ 1 , 360 Total Cost = $18, 360 Cost/Lot = $18,360/18 _ $ 1 ,020 - 29d - I j. Res 91-214 4. STORM SEWER Assessment = Footage as measured at setback line (25 ' ) x S5/foot = 53 ,103 . 55 ft , x 55/ft . _ $15,517.75 Cost/Lot = $15, 517 .75/18 = 5862. 10 5 . SIDEWALK Assume walk to be installed on all streets except West 9th Avenue. Assume $10/ft , cost including 8°�o Engineering. Lot 1 = $2,013 .00 Lot 2 = 1 ,200.00 Lot 3 = 665 . 10 Lot 4 = 799. 40 Lot 5 = 593 . 30 Lot 6 = 889.80 Lot 7 = 1 ,314.40 Lot 8 = 2,968. 50 Lot 9 = 3,440. 10 Lot 10 = 1 ,250.00 Lot 11 = 1 ,200.00 Lot 12 = 1 ,100.OQ Lot 13 = 820.00 Lot 14 = 942. 50 Lot 15 = 1,200.00 Lot 16 = 1 ,222 . 60 Lot 17 = 1 ,646 . 50 Lot 18 = 1 ,600.00 6 , GRADING & GRAVELING Centerline Length = 1006 feet (30 foot width) = 870 feet (20 foot width) Estimate 518.00/foot (30' width) 512 .00/foot ( 20 ' widthj Construction Cost = 1 ,006 x $18/ft . _ $18, 108. 00 $70 x $12/ft . _ $10,440.00 528,548.00 8°�o Engineering $ 2 ,284.00 Total Cost $30,832 .00 Cost/Lot = $30,832/1$ _ $2 ,712 .89 - 29e - . . Res 91-214 7. CONCRETE PAVING All streets included except West 9th Avenue. Assume $65/ft . (30' width) w/8°•o Engineering. 544/ft. (20' width) w/8°% Engineering. Estimated Construction Cost : 1 ,006 ft , x $65/ft. = $65,390 870 ft, x $44/ft. = 38,280 Total Estimated Cost $103,670 Cost/Lot = $103,670/18 _ $5 ,759 . 44 Signature of: RICHARD R. MALMGREN DATE - 29f - . - �3. � c � � N � � � •� � +� c� C � c0 N � a. � �. \d N � N C -I--� E 4- ••.+ C S.. O S-. � c�f � E LL S- N N N S > C > O � •� � � � c[3 p. 3 cn E � �.-. 41 �--� ••-� lfl N U �O �.... > •� L � F-- 0 +� +-� O' acnN S- O •� �t QZ 3oZf p � p N Q -I-� � E Ol ¢ 2 Z I C O S.. 61 r- �Zf � •'-i �6 r- � �k �i-� N V � z � Q. N N �C N O �-+ N � C N r-i �' � U N C N � F-- � � ¢ Q U C.� � � U