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8.6 Special Assessments - Twin Oaks / Dow Addition
C11Y OF SALI NA REQUEST FOR COMMISSION ACTION DATE 2/25/1980 TIME 4:00 P.M. AGENDA SECTION: Administration NO. 8 ORIGINATING DEPARTMENT: City Clerk APPROV ED FOR AGENDA: ITEM NO. 6 Don Harrison BY: BY: The assessment rolls are ready for Engineering Project 79-646 for street and utility improvements in ~plat of Block 1, Dow Addition, Twin Oaks Subdivision, Grain Belt Subdivision, Woodland Addition, and Marydale Addition. Set the date of March 10, 1980 as the date for publ ic hearing. Total project cost Property Owner's share City's share $580,834.72 $467,839.70 $112,995.02 COMMISSION ACTION ,"lOT I ON BY SECOND BY TO: l. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. lA. 18. 19. FINAL QUANTITIES PROJECT NO. 79-646 PART I UTILITY IMPROVEMENTS C.L PIPE, 611 C. I. FITTINGS COPPER SERVICE LINE, 1" CORPORATION STOPS, 111 CURB SHUTOFF VALVE & BOX, 1" GATE VALVES, 6" FIRE HYDRANT ASSEMBLY TAPPING SLEEVE & VALVE, 611 CLAY PIPELINE, 8" r1ANHOLE, CLASS "A 11 EXTRA ~~NHOLE DEPTH CLAY TEES, 4"X8" TRENCH & BACKFILL (61-8') TRENCH & BACKFILL (8'-10') TRENCH & BACKFILL (10'-12') SPECIAL TRENCH COMPACTION WATER C.1. PIPELINE, 8" SANITARY SEWER SERVICE LINE HEArn~ALL STRUCTURE SUB TOTAL: 10% ENGINEERING & CONTINGENCIES: TOTAL: 20. FRONT FOOTAGE $ 23,256.75 2,375.00 1,348.00 1,525.00 2,135.00 2,500.00 9,600.00 1,600.00 9,180.00 8,250.00 2,015.00 880.00 3,765.00 3,960.00 250.00 2,000.00 25.00 7,031.50 400.00 10,254.00 $ 92,350.25 9,235.02 $101,585.27 2.00 1,630.00 2,819 L.F. @ $ 8.25 0.95 TONS @ 2,500.00 1,348 L.F. @ 1.00 61 EA. @ 25.00 61 EA. @ 35.00 5 EA. @ 500.00 8 EA. @ 1,200.00 1 EA. @ 1,600.00 2,295 L.F. @ 4.00 11 EA. @ 750.00 31 L.F. @ 65.00 44 EA. @ 20.00 1,255 L.F. @ 3.00 990 L.F. @ 4.00 50 L.F. @ 5.00 2,000 L.F. @ 1.00 1 L.S. @ 25.00 686 L.F. @ 10.25 1 L.S. @ 400.00 1 L.S. @ 10,254.00 815 L.F. @ GRAND TOTAL: $103,215.27 ~ ~~-X-- DEAN- BOY ER, C!TY ENGI NEE'R SUBSCRIBED AND SWORN TO BEFORE ME THIS 11ft DAY OF 2.Alr 19 to &r1~~~ O. L. HARRISON, CITY CLERK FINAL QUANTITIES PROJECT NO. 79-646 PART I UTILITY IMPROVEMENTS CHARGEABLE TO PROPERTY: 1. C.!. PIPEt 611 2t729 L.F. @ $ 8.25 $22,514.25 2. C. r. FITTINGS 0.90 TON @ 2,500.00 2,250.00 3. COPPER SERVICE LINE, 111 1, 348 L. F . @ 1. 00 1,348.00 4. CORPORATION STOP, 111 61 EA. @ 25.00 1,525.00 5. CURB SHUTOFF VALVE & BOX, 111 61 EA. @ 35.00 2,135.00 6. GATE VALVES, 6" 3 EA. @ 500.00 1,500.00 8. TAPPING SLEEVE & VALVE, 6" 1 EA. @ 1,600.00 1,600.00 9. CLAY PIPELINE, 811 2,295 L.F. @ 4.00 9 , 180.00 10. ~1MIHOLE CLASS "A II 11 EA. @ 750.00 8t250.00 1l. EXTRA MANHOLE DEPTH 31 L. F. @ 65.00 2,015.00 12. CLAY TEES, 4" X8" 44 EA. @ 20.00 880.00 13. TRENCH & BACKFILL (6'-8') 1,255 l. F. @ 3.00 3,765.00 14. TRENCH & BACKFILL (8'-10.) 990 l.F. @ 4.00 3,960.00 15. TRENCH & BACKFILL (101-12') 50 l.F_ @ 5.00 250.00 16. SPECIAL TRENCH COMPACTION 1,910 L.F. @ 1.00 1 , 9 1 O. 00 1 A. c.r. PIPELINE, 811 686 L. F . @ 10.25 7,031. SO 18. SANITARY SEWER SERVICE LINE 1 L.S. @ 400.00 400.00 SUB TOTAL: $70,513.75 10% ENGINEERING & CONTINGENCIES: 7,051.37 TOTAL: $77,565.12 20. FRONT FOOTAGE 815 L.F. @ 2.00 1,630.00 GRANO TOTAL: $79,195. 12 ~~~~~ DEAN BOYER, CITY ENGINE R SUBSCRIBED AND SWORN TO BEFORE ME THIS II tL DAY OF ::J.d- 19 n 0141~ D. L. HARRISON, CITY CLERK l. 2. 6. 7. 16. 17. 19. FINAL QUANTITIES PROJECT NO. 79-646 PART I UTILITY IMPROVEMENTS CHARGEABLE TO CITY: ' C.L PIPE, 6" C.l. FITTINGS GATE VALVES, 6" FIRE HYDRANT ASSEMBLY SPECIAL TRENCH COMPACTION WATER HEADWALL STRUCTURE SUB TOTAL: 10% ENGINEERING & CONTINGENCIES: TOTAL: 90 L.F. 0.50 TON 2 EA. 8 EA. 90 L.F. 1 L.S. 1 L.S. @ $ 8.25 $ @ 2,500.00 @ 500.00 @ 1,200.00 @ 1.00 @ 25.00 @ 10,254.00 742.50 125.00 1,000.00 9,600.00 90.00 25.00 10,254.00 $21,836.50 2, 183. 65 $24,020.15 ~ 1!f:,~Sl--- DEAN BOYER, CITY ENGINE -- SUBSCRIBED AND SWORN TO BEFORE ME THIS / / tL DAY OF ~.dr ~ D. L. HARRISON~ CITY CLERK 19 fa . FINAL QUANTITIES PROJECT NO. 79-646 PART II STREET IMPROVEMENTS 1. COMMON EXCAVATION 2. BORROW MATERIAL 3. RE1NFORCED CONCRETE PAVEMENT, 6" 4. REINFORCED CONCRETE PAVEMENT, 7-1/2" 5. ASPHALT PAVEMENT, 811 6. CONCRETE MONOLITHIC CURB 7. CONCRETE CURB AND GUTTER 8. CONCRETE ENTRANCE GUTTER 10. STORM SEWER INLET ("A5-2") 11 . STORM SEHER INLET ("A5-2C") 12. STORM SEWER MANHOLE (TYPE II) 13. STORM SEWER, 18" 14. STORM SEWER, 24" 15. STORM SEWER, 36" 16. STORM SEWER, 42" 17. SIGNAL LIGHT BASE (TYPE I) 13. SIGNAL LIGHT BASE (TYPE II) 19. SIGNAL LIGHT BASE (TYPE III) 20. METALLIC CONDUIT, 2" 21. RELOCATE WATER METER 22. LARGE TREE REMOVAL 23. REGRADE MANHOLES 24. REG~~DE VALVE BOXES 25. REGRADE CURB BOX 26. REMOVE & REPLACE BITUMINOUS SURFACING 27. REMOVAL OF STORM INLETS 28. REMOVE BITUf-1INOUS PAVEMENT 29. CONCRETE CURB & GUTTER REMOVAL 30. CONCRETE MONOLITHIC CURB REMOVAL 31. REMOVE AND REPLACE CONCRETE SIDEWALK 32. PAVEMENT SAWING 33. SPECIAL TRENCH COMPACTION 34. WATER 35. STORM SEWER, 21" 36. PIPE END SECTION, 21" 37. REMOVE & REPLACE CONCRETE PAVEMENT SUB TOTAL: 10% ENGINEERING & CONTINGENCIES: TOTAL: r- 23,294 C.Y. @ S 1. 50 $ 34,941.00 1,649 C.Y. @ 2.50 4,122.50 7,319 S.Y. @ 13.50 98,806.50 300 S.Y. @ 20.00 6,000.00 13,973 S.Y. @ 8.25 115,277 . 25 4,231 L.F. @ 1.00 4,231.00 7,443 L.F. @ 5.50 40,936.50 261 L. F. @ 5.50 1 ,435.50 6 EA. @ 2,395.00 14,370.00 2 EA. @ 2,395.00 4,790.00 6 EA. @ 2,165.00 12,990.00 141 L.F. @ 17.20 2,425.20 400 L.F. @ 1 6.80 6,720.00 400 L. F. @ 28.40 11 ,360.00 747 L.F. @ 37.75 28, 199.25 2 EA. @ 530.00 1,060.00 6 EA. @ 675.00 4,050.00 2 EA. @ 730.00 1,460.00 796 L.F. @ 17.00 13,532.00 1 L.S. @ 250.00 250.00 7 EA. @ 300.00 2, 100. 00 5 EA. @ 200.00 1,000.00 6 EA. @ 100.00 600.00 1 EA. @ 50.00 50.00 41 S.Y. @ 26.00 1,066.00 2 EA. @ 200.00 ' 400.00 296 S.Y. @ 3.50 1,036.00 703 L.F. @ 2.50 1,757.50 886 L. F. @ 3.50 3 , 101 . 00 169 S.F. @ 2.00 338.00 2,620 L.F. @ 2.20 5,764.00 1,804 L.F. @ 4.20 7,576.80 1 L. SO. @ 50.00 50.00 70 L. F. @ 22.65 1,585.50 1 EA. @ 90.00 90.00 25 S.Y. @ 28.00 728.00 $434,199.50 43,419.95 , $477,619.45 ~~~ D N BOYER, CITY ENGINEE. '--- ::;z~- SUBSCRIBED AND SWORN TO BEFORE r~E THIS 1/62- DAY OF 19;?2) ~AA'~ .~ O. L. HARRISON, CITY CLERK FINAL QUANTITIES PROJECT NO. 79-646 PART II STREET IMPROVEMENTS CHARGEABLE TO PROPERTY: 1. COMMON EXCAVATION 2. BORROW MATERIAL 3. REINFORCED CONCRETE PAVEMENT, 6" 5. ASPHALT PAVEMENT, 8" 6. CONCRETE MONOLITHIC CURB 7. CONCRETE CURB AND GUTTER 10. STORM SEWER INLET ("A5-2") 12. STORM SEWER MANHOLE (TYPE II) 13. STORM SEWER, 18" 14. STORM SEWER, 24" 15. STORM SEWER, 36" 16. STORM SEWER, 42" 22. LARGE TREE REMOVAL 23. REGRADE MANHOLES 24. REGRADE VALVE BOXES 29. CONCRETE CURB & GUTTER REMOVAL 30. CONCRETE MONOLITHIC CURB REMOVAL 33. SPECIAL TRENCH COMPACTION 35. STORM SEWER, 21" 36. PIPE END SECTION, 21" SUB TOTAL: 10% ENGINEERING & CONTINGENCIES: TOTAL: $388,644.58 ~ ~~9---- DEAN BOYER, CITY ENGINEER SUBSCRIBED AND SWORN TO BEFORE ME THIS /lfIl DAY OF ;:;~ 19 n 23,067 C.Y. @ $ 1.50 $ 34,600.50 1 ,470 C. Y. @ 2.50 3,675.00 6,026 S.Y. @ 13.50 81,351.00 12,654 S.Y. @ 8.25 104,395.50 3,300 l.F. @ 1.00 3,300.00 7,084 l.F. @ 5.50 38,962.00 6 EA. @ 2,395.00 14,370.00 5 EA. @ 2,165.00 10,835.00 123 L. F. @ 17.20 2, 11 5. 60 400 L. F. @ 16.80 6,720.00 400 L. F. @ 28.40 11 ,360.00 747 L.F. @ 37.75 28,199.25 7 EA. @ 300.00 2 , 1 00 . 00 5 EA. @ 200.00 1,000.00 5 EA. @ 100.00 500.00 73 L. F. @ 2.50 182.50 196 L. F. @ 3.50 686.00 1,737 L.F. @ 4.20 7,295.40 70 L. F. @ 22.65 1,585.50 1 EA. @ 90.00 90.00 $353,313.25 35,331.33 ~~/~-- D~ l. HARRISON, CITY CLERK FINAL QUANTITIES PROJECT NO. 79-646 PART II STREET IMPROVEMENTS CHARGEAB LE TO CITY: 1. COMMON EXCAVATION 227 C.Y. @ $ 1.50 $ 340.50 2. BORROW MATERIAL 179 C.Y. @ 2.50 447.50 3. REINFORCED CONCRETE PAVEMENT, 611 1,293 S.Y. @ 13.50 17,455.50 4. REINFORCED CONCRETE PAVEMENT, 7-1/211 300 S.Y. @ 20.00 6,000.00 5. ASPHALT PAVEMENT, 8" 1,319 S.Y. @ 8.25 10,881.75 6. CONCRETE MONOLITHIC CURB 931 L.F. @ 1. 00 931.00 7. CONCRETE CURB AND GUTTER 359 L.F. @ 5.50 1,974.50 8. CONCRETE ENTRANCE GUTTER 261 L. F. @ 5.50 1,435.50 11. STORH SEWER INLET ("A5-2C") 2 EA. @ 2,395.00 4,790.00 12. STORM SEWER MANHOLE (TYPE II) 1 EA. @ 2,165.00 2,165.00 13. STORM SEWER, 1811 18 L.F. @ 17.20 309.60 17. SIGNAL LIGHT BASE (TYPE I) 2 EA. @ 530.00 1,060.00 18. SIGNAL LIGHT BASE (TYPE II) 6 EA. @ 675.00 4,050.00 19. SIGNAL LIGHT BASE (TYPE III) 2 EA. @ 730.00 1,460.00 20. METALLIC CONDUIT, 2" 796 L. F. @ 17.00 13,532.00 2l. RELOCATE WATER METER 1 L.S. @ 250.00 250.00 24. REGRADE VALVE BOXES TEA. @ 100.00 100.00 25. REGRADE CURB BOX 1 EA. @ 50.00 50.00 26. REMOVE & REPLACE BITUMINOUS SURFACING 41 S.Y. @ 26.00 1,066.00 27. RE~roVAL OF STORM INLETS 2 EA. @ 200.00 400.00 28. REMOVE BITUMINOUS PAVEMENT 296 S.Y. @ 3.50 1,036.00 29. CONCRETE CURB & GUTTER REMOVAL 630 L. F. @ 2.50 1,575.00 30. CONCRETE MONOLITHIC CURB REMOVAL 690 L. F. @ 3.50 2 ,41 5 . 00 3l. REMOVE AND REPLACE CONCRETE SIDEWALK 169 S.F. @ 2.00 338.00 32. PAVEMENT SAWING 2,620 L.F. @ 2.20 5,764.00 33. SPECIAL TRENCH COMPACTION 67 L. F. @ 4.20 281.40 34. \~ATER 1 L.S. @ 50.00 50.00 37. REMOVE & REPLACE CONCRETE PAVEMENT 26S.Y. @ 28.00 728.00 SUB TOTAL: $80,886.25 10% ENGINEERING & CONTINGENCIES: 8,088.62 TOTAL: $88,974.87 C- ~~~ DEAN BOYER, CITY ENGINE SUBSCRIBED AND SWORN TO BEFORE r~E THIS / (H.... DAY OF +.J-'t- 19 77J . ~<(<::..<-- D. L. HARRISON, CITY CLERK