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HomeMy WebLinkAbout91-183 L April 18, 1991 #91- 183 RESOLUTION (CARRIED LOST LAID OVER WITHDRAWN ) PURPOSE: ACCEPT AND APPROVE WAIVER OF SPECIAL ASSESSMENT NOTICES AND HEARING IN CONNECTION WITH IMPROVEMENTS INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT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 First Addition to Kaitlynn Plan (Lots 34-47) and Meadow Ridge Plat (Lots 1- 40) described below is hereby accepted and approved: Descr �tion � Premises FIRST ADDITION TO KAITLYNN PLAT Lots 34-47 (14 Lots) PLYMOITrH STREET (Lots 39, 40, 41, 45, 46 & 47) 1. SANITARY SEWER Estimated Cost • S2 ,600.00 4'� Stakinq & Inspection Fee= 104 .00 Total Cost S2,704 00 Cost/Lot � 52,70l.00/6 � $ 450.67 2. WATER MAIN Estimated Cost= $3, 100.00 4� Stakinq & Inspection Fee= 124. 00 Total Cost 53,224.00 Cost/Lot� S3,224 . 00/6 � S 537. 33 3 . SANITA.RY & WATER LATERALS Unit Price � 5550.00 4� Stakinq & Inspection Fee� 22 .00 COST/LOT = 5572 .00 �------_�._�__�.: «,�,-, �.t�-s�'I,.'L`"`I`r:�,. �v � ---�..�a . ����2� - 35 - r-� T,`,t-;� _-��� �_ ,��; �, Y � ' Res 91-183 4. STORM SEWER & STORM LATERALS Storm Sewer Assessment = S5 x frontage as measured at buildinq setback line (25 ft. ) = S5 x 415 .86 ' s S2,079. 30 Storra Laterals Estimated Cost = S1,300.00 4� Stakinq & Inspection fee= 52 .00 Total Cost = 51 ,352 .00 Total Developer's Cost - Storm Sewer S2,079.30 1,352.00 S3,431 .30 COST/LOT = S3,431 . 30/6 s S571.88 5. GRADING & GRAVELING Lenqth � 121 feet Estimated Cost = S2,400.00 4� Stakinq & Inspection fee = 96.00 S2,496.00 Cost/Lot = S2,496 .00/6 = S416 . 00 6. CONCRETE PAVING Lenqth = 121 feet Estimated Cost = $7,500.00 4$ Stakinq & Inspection fee = 300.00 Total Cost = S7,800.00 Cost/Lot = 57,800.00/6 = 51,300.00 7. SIDEWALK - 5 ' walks on Plymouth Street Assume S2 . 00/sq. ft , or $10. 00/lin, ft . Lot 39 = S893 . 10 Lot 40 = 406 ,10 Lot 41 = 375.80 Lot 45 = 378.20 Lat 46 = 410.60 Lot 47 = 888.00 - 3 6 - REs 91-183 MARQUETTE AVENUE (Lots 36, 37, 38, 42, 43 & 44) 1. SANITARY SEWER Estimated Cost = S4,900.00 4$ Stakinq & Inspection fee = 196.00 Total Cost S5,096.00 Cost/Lot = $5,096.00/6 • � 5 849. 33 2. WATER MAIN Estimated Cost = S4,000.00 4$ Stakinq & Inspection Fee = 160,00 Total Cost S4,160.00 Cost/Lot � S4,160.00/6 ' � S 693.33 3. SANITARY & WATER LATERALS Unit Price S 550.00 4$ Stakinq & Inspection fee = 22.00 COST/LOT = S 572.00 4. STORM SEWER & STORM LATERALS Storm Sewer Assessment = S5 x front footage as measured at building setback line (25 ft. ) = SS x 361 .04' � S1 ,805.20 Storm Laterals Estimated Cost = 51 ,300.00 4$ Stakinq & Inspection fee = 52 .00 Total Cost S1,352 .00 Total Developer's Cost - Storm Sewer S1 ,805 . 20 1,352.00 S3,157.20 Cost/Lot = $3, 157. 20/6 s •S 526. 20 - 37 - 5�, GRADING & GRAVELING Res 91-183 Lenqth= 181 feet Estimated Cost 53,300.00 4� Stakinq & Inspection fee = 132.00 Total Cost � S3,432 .00 Cost/Lot = 53,432.00/6 _ $ 572 .00 6. CONCRETE PAVING Lenqth = 181 feet Estimated Cost = S10,900.00 4$ Staking & Inspection fee = 436.00 Total Cost = S11,336.00 " Cost/Lot - 511,336.00/6 s S 1,889. 33 7. SIDEWALKS - 5 ' WALKS ALONG MARQUETTE AVENUE Assume S2.00/sq. ft. or 510.00 lin.ft. Lot 36 = S605. 20 Lot 37 = 600,00 LOt 38 = 600.00 Lot 44 = 605 .20 Lot 43 = 600.00 Lot 42 = 600.00 KIENAST AVENUE (Lots 34, 35) 1. SANITARY SEWER Estimated Cost = S2,250.00 4� Stakinq & Inspection Fse = 90.00 Total Cost = S2,340.00 Cost/Lot s $2,340.00/2 = S1,170.00 2. WATER MAIN There is no water main assessment . The main is existing. There is only a water lateral assessment for lots 34 and 35 . - 38 - �. � Res 91-183 3. SANITARY & PIATER LATERALS Unit price s S550.00 4$ Staking & Inspection fee = 22 .00 Cost/Lot � $572.00 4. STORM SEWER & STORM LATERALS Storm Sewer Assessment = S5 x front footage as measured at building setback line (25 ft. ) = 55 x 118.55' = S592.75 Storm Laterals Estimated Cost = S430.00 4$ Stakinq & Inspection fee = 17.20 Total Cost = S447.20 Total Developer's Cost - Storm Sewer S592.75 447. 20 S1,039.95 Cost/Lot � S1,039.95/2 s S 519.98 5 . GRADING & GRAVELING � Estimated Cost = 5500 .00 4$ Staking & Inspection fee = S 20.00 S520.00 Cost/Lot = S520.00/2 � S260 .00 6. CONCRETE PAVING Estimated Cost = $1,050.00 4� Stakinq & Inspection Fee = 5 42 .00 Total Cost = S1 .092 ,00 Cost/Lot = .51,092.00/2 � � S 546.00 7. SIDEWALK - 5 ' WALKS ON KIENAST AVENUE Assume 52 . 00/sq. ft , or S10.00 lin. ft . Lot 34 = $335.70 Lot 35 = 452 .70 - 39 - � REs 91-183 DescriQtion � Premises MEADOW RIDGE PLAT Lots 1-40 (40 Lots) 1 . SANITARY SEWER (Contract 91-04 Construction Costs ) 700 ' - 8" San. (9-12' depth) @ $11 .45= S 8,015.00 1 ,460' - 8" San. (12-17. 7' depth @ S12 , 45= 18,177.00 115 ' Manhole � 5105= 12,075 .00 9 .8' - 8" Sanitary Drop @ S140.00= 1 ,372 .00 Construction Cost = 539,639.00 4� Engineerinq = 1,585.56 Total = 541,224.56 Cost/Lot = S41 , 224 . 56/40 ' ° S 1 ,030 .61 2 . WATER MAIN � (Contract 91-04 Construction Costs) 785 ' - 6" Water Main @ S12 .65= S 9,930. 25 1 , 430 ' - S" Water Main @ 515 . 20= 21 ,736 . 00 9 - 6" Valves @ 5315 .00= 2,835 .00 6 - 8" Valves @ $420. 00= 2,520. 00 7 - Hydrants @ S900.00= 6,300.00 Construction Cost $43,321.25 4" Enqineerinq = 1 ,732.85 Total = S45,054. 10 Cost/Lot = 545,054 . 10/40 s S1,126.35 3 . SANITARY & STORM LATERALS, WATER SERVICE All lots provided with 4" sanitary lateral , 6" storm lateral and 1" water service. 40 - Sanitary & Water Laterals @ S490.00= 519,600.00 110' - 4" riser @ $ 32 .50= 3,575.00 40 - 6 Storm Lateral @ S200.00= 8,000.00 Construction Cost = 531, 175 .00 4$ Engineering = 1 ,247.00 Total = S32,422 .00 Construction Cost � S32,422.00/40 � s S 810. 55 4. STORM SEWER Assessment = Footage as measured at setback line x 55/foot = 54,428.77 x S5 s S22,143.85 Cost Per Lot = $22,143 .85/40 s S553 . 59 - 4 0 - � Res �1-183 5 . SIDEWALK Assume walk to be installed on all streets except West 9th Avenue (walk along West 9th would be under assessment policy at that time) . Assume S10/ft. cost includes 4� Enqineerinq. ' Lot 1 = S1 , 267.80 Lot 2 s 1 , 100. 00 Lot 3 = 2, 287.60 Lot 4 = 588.90 Lot 5 � 480..00 Lot 6 = 480.00 Lot 7 = 480 .00 Lot 8 = 877. 30 Lot 9 = 1 ,930. 10 Lot 10 = 1, 143. 90 Lot 11 = ' 1,000..00 Lot 12 = 2,391 . 10 Lot 13 = 900.00 Lot 14 = 2,301 . 90 Lot 15 = 600�. 00 Lot 16 = 507. 10 Lot 17 = 507. 10 Lot 18 � 600.00 Lot 19 = 2,341 .90 Lot 20 = 976. 90 Lot 21 = 864. 90 Lot 22 = 1 ,984. 50 Lot 23 = 1 ,439 .60 Lot 24 � 1 ,022.40 Lot 25 = 2, 300,00 Lot 26 = 859.00 Lot 27 = 500.00 Lot 28 = 500. 00 Lot 29 = 859. 00 Lot 30 = 2, 260.00 Lot 31 = 910.00 Lot 32 = 923. 30 Lot 33 � 856 . 40 Lot 34 = 900.00 Lot 35 = 790. 20 Lot 36 = 799. 90 Lot 37 = 901 . 10 Lot 38 = 1 ,421 . 30 Lot 39 = 850.00 Lot 40 - 988.40 - 41 - � � Res �1-183 6 . GRADING & GRAVELING � Centerline Length a 2170 feet Estimate S18.00/foot Construction Cost = 2,170x S18 = 539,060.00 4� Stakinq & Inspection fee = 1,562.40 $40,622.40 Cost/Lot s $40, 622 . 40/40 = S1,015 . 56 7. CONCRETE PAVING All streets included except West 9th Avenue. Assume 565/ft , includes 4$ Engineering. Construction Cost = 2,170 ft, x S65/ft. _ $141,050.00 Cost/Lot = S141 ,050.00/40 = S3 ,526 . 25 - 42 - � Res 91-183 WAIVER OF SPECIAL ASSESSMENT NOTICES AND HEARING UNDER SECTION 66.60, WISCONSIN STATUTES The undersigned, owner of property benefited by the following improvements to be made by the city of Oshkosh, Winnebago County, state of Wisconsin, to wit: SANITARY SEWER, WATER MAIN, SANITARY SEWER & WATER LATERALS, STORM SEWER, STORM LATERALS, GRADING & GRAVELING, CONCRETE PAVING, SIDEWALK In consideration of the construction of said improvements by the city of Oshkosh, Wisconsin, I hereby admit that such public improve- ment will benefit said property and consent to the levying of special assessments against the premises under Section 66.60 of the Wisconsin Statutes for the cost of such improvements. In accordance with Section 66 ,60( 18) of the Wisconsi-n Statutes, I hereby waive all special assessment notices and hearings required by Section 66.60 of the Wisconsin Statutes; and i further agree and admit that the benefit of my property from the construction of such improvements is in proportion to the footage thereof: DescriQtion g� Premises FIRST ADDITION TO KAITLYNN PLAT Lots 34-47 (14 Lots) PLYMOUTH STREET (Lots 39, 40, 41, 45, 46 fi 47) 1 . SANITARY SEWER Estimated Cost = 52,600.00 4� Staking & Inspection Fee= 104.00 Total Cost S2,704.00 Cost/Lot � 52,704.00/6 = S 450.67 2 . WATER MAIN ' Estimated Cost= S3 ,100 .00 4� Staking & Inspection Fee= 124.00 Total Cost 53,224.00 Cost/Lot� S3 ,224 .00/6 = S 537. 33 3. SANITARY & WATER LATERALS Unit Price = 5550.00 4$ Staking & Inspection Fee= 22 .00 COST/LOT = $572 .00 - 42a - . �� Res 91-183 4. STORM SEWER & STORM LATERALS Storm Sewer Assessment = S5 x frontage as measured at building setback line (25 ft, ) _ $5 x 415 .86 ' = 52,079. 30 Storm Laterals Estimated Cost = S1,300.00 4� Staking & Inspection fee= 52 .00 Total Cost = S1,352 ,00 Total Developer's Cost - Storm Sewer $2,079.30 1,352.00 S3,431 . 30 COST/LOT = S3,431 . 30/6 _ $571.88 5. GRADING & GRAVELING Length = 121 feet Estimated Cost = 52,400.00 4� Staking & Inspection fee = 96.00 $2,496.00 Cost/Lot = S2,496 .00/6 � S416. 00 6. CONCRETE PAVING Length = 121 feet Estimated Cost = 57,500.00 4� Staking & Inspection fee = 300.00 Total Cost = $7,800.00 Cost/Lot = $7,800,00/6 ' _ $1,300.00 7. SIDEWALK - 5 ' walks on Plymouth Street Assume $2 . 00/sq. ft . or 510.00/lin.ft. Lot 39 = $893.10 Lot 40 = 406. 10 Lot 41 = 375.80 Lot 45 = 378. 20 Lot 46 = 410.60 Lot 47 = 888.00 - 42b - � ' Res 91-183 MARQUETTE AVENUE (Lots 36, 37, 38, 42, 43 & 44) 1 . SANITARY SEWER Estimated Cost = S4,900,00 4$ Staking & Inspection fee = 196.00 Total Cost S5,096 .00 Cost/Lot = $5,096.00/6 - _ $ 849. 33 2. WATER MAIN Estimated Cost = $4,000.00 4� Staking & Inspection Fee = 160.00 Total Cost 54,160.00 Cost/Lot = S4,160.00/6 � � S 693.33 3. SANITARY & WATER LATERALS Unit Price 5 550,00 4� Staking & Inspection fee = 22 .00 COST/LOT = $ 572.00 4. STORM SEWER & STORM LATERALS Storm Sewer Assessment = $5 x front footage as measured at building setback line (25 ft. ) = SS x 361 ,04' = S1,805.20 Storm Laterals Estimated Cost = $1 ,300.00 4� Staking & Inspection fee = 52 .00 Total Cost $1,552 .00 Total Developer's Cost - Storm Sewer ' $1,805 . 20 1,352.00 S3,157. 20 Cost/Lot = $3,157. 20/6 _ .S 526.20 - 42c - � � Res 91-183 5 �, GRADING & GRAVELING Length= 181 feet Estimated Cost S3,300.00 4$ Staking & Inspection fee = 132.00 Total Cost = 53,432 .00 � Cost/Lot = 53,432 .00/6 = S 572 .00 6. CONCRETE PAVING Length = 181 feet Estimated Cost = 510,900.00 4� Staking & Inspection fee = 436 .00 Total Cost = S11,336.00 Cost/Lot a S11,336.00/6 _ $ 1 ,889. 33 7. SIDEWALKS - 5 ' WALKS ALONG MARQUETTE AVENUE Assume 52 .00/sq.ft. or S10.00 lin.ft. Lot 36 = S605.20 Lot 37 = 600.00 Lot 38 = 600.00 Lot 44 = 605 .20 Lot 43 = 600.00 Lot 42 � 600.00 KIENAST AVENUE (Lots 34, 35) 1 . SANITARY SEWER Estimated Cost = $2,250.00 4$ Staking & Inspection Fee = 90.00 , Total Cost = 52,340,00 Cost/Lot = 52,340.00/2 = 51,170.00 2. WATER MAIN There is no water main assessment . The main is existing. There is only a water lateral assessment for lots 34 and 35 . - 42d - � •� Res 91-183 3. SANITARY & WATER LATERALS Unit price = S550.00 4� Staking & Inspection fee = 22 .00 Cost/Lot = 5572 .00 4. STORM SEWER fi STORM LATERALS Storm Sewer Assessment = S5 x front footage as measured at building setback line (25 ft. ) _ $5 x 118.55' = 5592.75 Storm Laterals Estimated Cost = 5430.00 4� Staking & Inspection fee = 17. 20 Total Cost = 5447.20 Total Developer's Cost - Storm Sewer $592.75 447. 20 $1,039.95 Cost/Lot = S1,039.95/2 _ $ 519.98 5 . GRADING & GRAVELING Estimated Cost = 5500.00 4� Staking & Inspection fee = S 20.00 S520.00 Cost/Lot a 5520.00/2 _ $260.00 6. CONCRETE PAVING , Estimated Cost = 51,050.00 4$ Staking & Inspection Fee = 5 42.00 Total Cost = S1 .092 ,00 Cost/Lot = $1 ,092 .00/2 _ $ 546.00 7. SIDEWALK - 5' WALKS ON KIENAST AVENUE Assume 52 .00/sq.ft, or S10.00 lin.ft. Lot 34 = 5335 .70 Lot 35 = 452 .70 - 42e - � Res 91-183 Signatur of ers: � �e �� KURT A AT l' THOMAS N. U H D E � � ( LU VERN I NAST � D TE , - 42f - ,r,.,�� ___,.,��,�, �T Re� 91-:1.83 ' .W .. . .I ; I ( �, . . . `(}' 1 4'....!'.,1!t�.:� " .O � ' P ,O . $ 'o . . �°; :' . '. 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'� ��_._.�_/.1 000 1G� � .. _ _ � . — . � Res 91-183 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 construction of such improvements is in proportion to the footage thereof: DescriQtion g� Premises MEADOW RIDGE PLAT Lots 1-40 (40 Lots ) 1 . SANITARY SEWER (Contract 91-04 Construction Costs) 700 ' - 8" San. (9-12 ' depthj @ 511 , 45= S 8,015 .00 1 , 460' - 8" San. ( 12-17.7 ' depth @ $12 . 45= 18,177. 00 115 ' Manhole @ 5105= 12,075 .00 9.8' - 8" Sanitary Drop @ $140. 00= 1,372.00 Construction Cost = S39,639.00 4$ Engineerinq = 1,585.56 Total = 541,224.56 Cost/Lot = 541 ,224. 56/40 ' = S 1,030.61 2. WATER MAIN (Contract 91-04 Construction Costs) 785 ' - 6" Water Main @ $12 .65= S 9,930. 25 1 ,430 ' - 8" Water Main @ 515 . 20= 21 ,736.00 9 - 6" Valves @ S315 .00= 2,835.00 6 - 8" Valves @ S420.00a 2,520.00 7 - Hydrants @ 5900.00= 6,300.00 Construction Cost 543,321. 25 4" Engineering = 1 ,732 .85 Total = S45,054. 10 Cost/Lot a $45,054.10/40 s S1,126.35 - 42h - ; Res 91-183 3 . SANITARY & STORM LATERALS, WATER SERVICE All lots provided with 4" sanitary lateral , 6" storm lateral and 1" water service. 40 - Sanitary & Water Laterals @ 5490.00= $19,600.00 110' - 4" riser @ S 32 .50a 3 575.00 40 - 6" Storm Lateral � $200.00= 8,000.00 Construction Cost = S31, 175 .00 4�S Engineering = 1 247.00 Total = , $32,422.00 Construction Cost = 532,422.00/40 s S 810. 55 4. STORM SEWER Assessment = Footage as measured at setback line x S5/foot i S4,428.77 x $5 = 522,143.85 Cost Per Lot = $22, 143.85/40 = S553 . 59 5 . SIDEWALK Assume walk to be installed on all streets except West 9th Avenue (walk along West 9th would be under assessment policy at that time) . Assume $10/ft, cost includes 4� Engineering. Lot 1 = S1 ,267.80 Lot 2 = 1 ,100. 00 Lot 3 = 2,287.60 Lot 4 = 588.90 Lot 5 = 480:00 Lot 6 = 480.00 Lot 7 = 480.00 Lot 8 = 877, 30 Lot 9 = 1 , 930, 10 Lot 10 = 1 ,143 .90 LOt 11 = ' 1,000.00 Lot 12 = 2,391 . 10 Lot 13 = 900.00 Lot 14 = 2,301 . 90 Lot 15 = 600. 00 Lot 16 = 50?.. 10 Lot 17 = 507. 10 Lot 18 = 600.00 Lot 19 = 2,341 .90 Lot 20 = 976.90 Lot 21 = 864. 90 Lot 22 = 1,984. 50 Lot 23 = 1,439.60 Lot 24 = 1,022.40 Lot 25 = 2,300,00 Lot 26 = 859,00 Lot 27 = 500,00 Lot 28 = 500. 00 - 42i - � � Res 91-183 Lot 29 = 859 .00 Lot 30 � 2,260.00 Lot 31 = 910.00 Lot 32 = 923. 30 Lot 33 = 856.40 Lot 34 = 900.00 Lot 35 = 790. 20 Lot 36 = 799.. 90 Lot 37 = 901 . 10 Lot 38 = 1 ,421 . 30 Lot 39 = 850.00 Lot 40 = 988.40 6. GRADING & GRAVELING Centerline Length = 2170 feet Estimate 518.00/foot Construction Cost = 2,170x 518 = 539,060.00 4� Staking & Inspection fee = 1,562 .40 $40,622.40 Cost/Lot = 540,622 .40/40 = 51,015.56 7. CONCRETE PAVING All streets included except West 9th Avenue. Assume $65/ft . includes 4� Engineering. Construction Cost = 2,170 ft. x S65/ft. = 5141,050.00 Cost/Lot = S141 ,050.00/40 = 53 , 526 . 25 Signatures of : LAND CONTRACT VENDOR , CARL A. ARNDT DATE DOROTHY E. ARNDT DATE FORWARD DEVELOPMENT OF OSHKOSH, INC. PRESIDENT: DAVID L. 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