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7. Community System StudyOZARK CT P A R R I S H RO A D N . STATE HWY 97 OZARK AVE214th ST N 104010 5 0 10 6 0 1034 1036 1036103610381042 1044 1 0 4 6 1 0 4 8 1 0 5 2 10 5 4 1056 105 8 104010321 0 3 4 1 0 3 61038 1 0 4 2 1 0 4 4 10 4 61030 10401028 103210341036103 61036 1038104210441020103010401012101410161018102210241026102810321034103610381050 104 6 1046104810 4 8 >>>>>>>>>>>>>>>>>>>>>>> >>>>>>l ll l l l l l l l l l l l l l l l l ll ll ll ll ll lDRAIN FIELD (9 ACRES) 3" FORCE MAIN LIFT STATION LIFT STATION >>>>>>>>>>>> LEGEND: GRAVITY SEWER IN STUDY FORCE MAIN IN STUDY POTENTIAL FUTURE EXTENSION8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC 8" PVC8" PVCCASING PIPE > l l >8" PVC8" PVC 8" PVC 8" PVC8" PVCRIM: 1036.27 INV: 1026.00 BUILD: 10.27 FT RIM: 1043.78 INV: 1024.37 BUILD: 19.42 FTRIM: 1039.99 INV: 1023.49 BUILD: 16.50 FT RIM: 1031.87 INV: 1013.96 BUILD: 17.91 FT RIM: 1023.30 INV: 1007.96 BUILD: 15.34 FT RIM: 1043.94 INV: 1022.79 BUILD: 21.15 FT RIM: 1037.67 INV: 1027.00 BUILD: 10.67 FT RIM: 1042.73 INV: 1022.07 BUILD: 20.66 FT RIM: 1040.75 INV: 1020.94 BUILD: 19.81 FT RIM: 1038.00 INV: 1027.96 BUILD: 10.04 FT RIM: 1041.11 INV: 1026.92 BUILD: 14.19 FT RIM: 1035.35 INV: 1025.33 BUILD: 10.02 FT RIM: 1044.20 INV: 1023.74 BUILD: 20.46 FT RIM: 1047.77 INV: 1022.45 BUILD: 25.32 FT RIM: 1045.70 INV: 1021.58 BUILD: 24.12 FT RIM: 1043.77 INV: 1019.34 BUILD: 24.43 FT RIM: 1047.89 INV: 1020.60 BUILD: 27.29 FT RIM: 1046.00 INV: 1021.86 BUILD: 24.14 FT RIM: 1050.57 INV: 1023.12 BUILD: 27.45 FT 2" FORCE MAIN FUTURE EXTENSION>>>FUTURE EXTENSION 5 GPM FUTURE GRAVITY FLOW 50 GPM FUTURE GRAVITY FLOW 10 GPM FUTURE GRAVITY FLOW 35 GPM FUTURE GRAVITY FLOW 15 GPM FUTURE GRAVITY FLOW R FEETSCALE 0 130 260 H:\SCND\N13117014\CAD\C3D\Public Works Community System-Servce Area Figure 2 option 3.dwg 10/24/2018 11:16:05 AMCommunity Drainfield Study City of Scandia, MN Figure 1: Potential Sewer Layout October 2018 ENGINEER'S ESTIMATE Scandia Drainfield Study City of Scandia, MN Date: 11/05/18 Part 1: 1.1 MOBILIZATION 1 LUMP SUMP $80,000.00 $80,000.00 2.1 DRAINFIELD 1 LUMP SUMP $2,500,000.00 $2,500,000.00 3.1 CLEARING AND GRUBBING 1.4 ACRE $15,000.00 $21,000.00 4.1 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $15,000.00 $15,000.00 5.1 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00 6.1 IMPROVED PIPE FOUNDATION 10 LIN FT $6.00 $60.00 7.1 8" PVC, SANITARY SEWER, SDR 26, 20'-25' DEEP 255 LIN FT $95.00 $24,225.00 8.1 3" FORCE MAIN 715 LIN FT $50.00 $35,750.00 9.1 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 1 EACH $700.00 $700.00 10.1 LIFT STATION 1 EACH $175,000.00 $175,000.00 11.1 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 1 EACH $5,300.00 $5,300.00 12.1 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 17 LIN FT $240.00 $4,080.00 13.1 TRAFFIC CONTROL 1 LUMP SUMP $250.00 $250.00 14.1 STRUCTURE MARKER SIGN PER DETAIL 505 1 EACH $50.00 $50.00 15.1 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00 16.1 SEDIMENT CONTROL LOG TYPE STRAW 100 LIN FT $2.50 $250.00 17.1 SILT FENCE, TYPE MS 200 LIN FT $2.00 $400.00 18.1 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 38 ACRE $5,000.00 $40,000.00 PART 1 TOTAL:$2,908,565.00 Part 2: 1.2 MOBILIZATION 1 LUMP SUMP $34,000.00 $34,000.00 2.2 CLEARING AND GRUBBING 1.3 ACRE $10,000.00 $13,000.00 3.2 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)1200 LIN FT $3.00 $3,600.00 4.2 REMOVE BITUMINOUS PAVEMENT 1350 SQ YD $5.00 $6,750.00 5.2 SALVAGE AND REINSTALL TRAFFIC SIGN 2 EACH $200.00 $400.00 6.2 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $15,000.00 $15,000.00 7.2 SALVAGE, STOCKPILE, AND REINSTALL AGGREGATE BASE (EV)450 CU YD $18.00 $8,100.00 8.2 SUBGRADE EXCAVATION (EV)100 CU YD $17.00 $1,700.00 9.2 AGGREGATE BASE 800 TON $18.00 $14,400.00 10.2 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00 11.2 BITUMINOUS MATERIAL FOR TACK COAT 100 GAL $3.50 $350.00 12.2 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)400 TON $85.00 $34,000.00 13.2 IMPROVED PIPE FOUNDATION 590 LIN FT $6.00 $3,540.00 14.2 10" X 6" PVC WYE, SDR 26 10 EACH $400.00 $4,000.00 15.2 6" PVC CLEANOUT 10 EACH $500.00 $5,000.00 16.2 8" PVC, SANITARY SEWER, SDR 26, 0'-15' DEEP 210 LIN FT $40.00 $8,400.00 17.2 8" PVC, SANITARY SEWER, SDR 26, 15'-20' DEEP 895 LIN FT $60.00 $53,700.00 18.2 8" PVC, SANITARY SEWER, SDR 26, 20'-25' DEEP 1254 LIN FT $95.00 $119,130.00 19.2 24" STEEL CASING 125 LIN FT $225.00 $28,125.00 20.2 2" PVC, FORCE MAIN 2300 LIN FT $40.00 $92,000.00 21.2 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 8 EACH $700.00 $5,600.00 22.2 LIFT STATION 1 EACH $150,000.00 $150,000.00 23.2 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 8 EACH $5,300.00 $42,400.00 24.2 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 78 LIN FT $240.00 $18,720.00 Total AmountItem No.Item Estimated Quantity Unit Unit Price 11/6/2018, 10:20 AM Engineer's Estimate Bolton & Menk, Inc.Page 1 of 3 ENGINEER'S ESTIMATE Scandia Drainfield Study City of Scandia, MN Date: 11/05/18 Total AmountItem No.Item Estimated Quantity Unit Unit Price 25.2 TRAFFIC CONTROL 1 LUMP SUMP $10,000.00 $10,000.00 26.2 STRUCTURE MARKER SIGN PER DETAIL 505 8 EACH $50.00 $400.00 27.2 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00 28.2 SEDIMENT CONTROL LOG TYPE STRAW 300 LIN FT $2.50 $750.00 29.2 SILT FENCE, TYPE MS 1000 LIN FT $2.00 $2,000.00 30.2 COMMON TOPSOIL BORROW (LV)300 CU YD $33.00 $9,900.00 31.2 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 33.5 ACRE $5,000.00 $17,500.00 PART 2 TOTAL:$708,965.00 Part 3: 1.3 MOBILIZATION 1 LUMP SUMP $14,000.00 $14,000.00 2.3 CLEARING AND GRUBBING 2.3 ACRE $10,000.00 $23,000.00 3.3 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $15,000.00 $15,000.00 4.3 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00 5.3 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)100 TON $100.00 $10,000.00 6.3 IMPROVED PIPE FOUNDATION 460 LIN FT $6.00 $2,760.00 7.3 CONNECT TO EXISTING SANITARY SEWER 4 EACH $1,500.00 $6,000.00 8.3 10" X 6" PVC WYE, SDR 26 2 EACH $400.00 $800.00 9.3 6" PVC CLEANOUT 15 EACH $500.00 $7,500.00 10.3 8" PVC, SANITARY SEWER, SDR 35, 0'-15' DEEP 898 LIN FT $40.00 $35,920.00 11.3 8" PVC, SANITARY SEWER, SDR 26, 15'-20' DEEP 167 LIN FT $60.00 $10,020.00 12.3 8" PVC, SANITARY SEWER, SDR 26, 20'-25' DEEP 766 LIN FT $95.00 $72,770.00 13.3 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 6 EACH $700.00 $4,200.00 14.3 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 6 EACH $5,300.00 $31,800.00 15.3 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 57 LIN FT $240.00 $13,680.00 16.3 TRAFFIC CONTROL 1 LUMP SUMP $3,000.00 $3,000.00 17.3 STRUCTURE MARKER SIGN PER DETAIL 505 6 EACH $50.00 $300.00 18.3 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00 19.3 SEDIMENT CONTROL LOG TYPE STRAW 100 LIN FT $2.50 $250.00 20.3 SILT FENCE, TYPE MS 200 LIN FT $2.00 $400.00 21.3 COMMON TOPSOIL BORROW (LV)150 CU YD $33.00 $4,950.00 22.3 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 33 ACRE $5,000.00 $15,000.00 PART 3 TOTAL:$277,850.00 11/6/2018, 10:20 AM Engineer's Estimate Bolton & Menk, Inc.Page 2 of 3 ENGINEER'S ESTIMATE Scandia Drainfield Study City of Scandia, MN Date: 11/05/18 Total AmountItem No.Item Estimated Quantity Unit Unit Price PART 4: 1.4 MOBILIZATION 1 LUMP SUMP $8,000.00 $8,000.00 2.4 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $5,000.00 $5,000.00 3.4 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00 4.4 IMPROVED PIPE FOUNDATION 240 LIN FT $6.00 $1,440.00 5.4 CONNECT TO EXISTING SANITARY SEWER 2 EACH $1,500.00 $3,000.00 6.4 10" X 6" PVC WYE, SDR 26 6 EACH $400.00 $2,400.00 7.4 6" PVC CLEANOUT 6 EACH $500.00 $3,000.00 8.4 8" PVC, SANITARY SEWER, SDR 35, 20'-30' DEEP 946 LIN FT $95.00 $89,870.00 9.4 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 3 EACH $700.00 $2,100.00 10.4 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 3 EACH $5,300.00 $15,900.00 11.4 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 14 LIN FT $240.00 $3,360.00 12.4 TRAFFIC CONTROL 1 LUMP SUMP $2,000.00 $2,000.00 13.4 STRUCTURE MARKER SIGN PER DETAIL 505 3 EACH $50.00 $150.00 14.4 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00 15.4 SEDIMENT CONTROL LOG TYPE STRAW 100 LIN FT $2.50 $250.00 16.4 SILT FENCE, TYPE MS 200 LIN FT $2.00 $400.00 17.4 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 32 ACRE $5,000.00 $10,000.00 PART 4 TOTAL:$153,370.00 PART 1-4 TOTAL:$4,048,750.00 11/6/2018, 10:20 AM Engineer's Estimate Bolton & Menk, Inc.Page 3 of 3 OZARK CT P A R R I S H RO A D N . STATE HWY 97 OZARK AVE214th ST N 104010 5 0 10 6 0 1034 1036 1036103610381042 1044 1 0 4 6 1 0 4 8 1 0 5 2 10 5 4 1056 105 8 104010321 0 3 4 1 0 3 61038 1 0 4 2 1 0 4 4 10 4 61030 10401028 103210341036103 61036 1038104210441020103010401012101410161018102210241026102810321034103610381050 104 6 1046104810 4 8 >>>>>>>>>>>>>>>>>>>>>>> >>>>>>l ll l l l l l l l l l l l l l l l l ll ll ll ll ll lDRAIN FIELD (9 ACRES) 3" FORCE MAIN LIFT STATION LIFT STATION >>>>>>>>>>>> LEGEND: GRAVITY SEWER IN STUDY FORCE MAIN IN STUDY POTENTIAL FUTURE EXTENSION8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC 8" PVC8" PVCCASING PIPE > l l >8" PVC8" PVC 8" PVC 8" PVC8" PVCRIM: 1036.27 INV: 1026.00 BUILD: 10.27 FT RIM: 1043.78 INV: 1024.37 BUILD: 19.42 FTRIM: 1039.99 INV: 1023.49 BUILD: 16.50 FT RIM: 1031.87 INV: 1013.96 BUILD: 17.91 FT RIM: 1023.30 INV: 1007.96 BUILD: 15.34 FT RIM: 1043.94 INV: 1022.79 BUILD: 21.15 FT RIM: 1037.67 INV: 1027.00 BUILD: 10.67 FT RIM: 1042.73 INV: 1022.07 BUILD: 20.66 FT RIM: 1040.75 INV: 1020.94 BUILD: 19.81 FT RIM: 1038.00 INV: 1027.96 BUILD: 10.04 FT RIM: 1041.11 INV: 1026.92 BUILD: 14.19 FT RIM: 1035.35 INV: 1025.33 BUILD: 10.02 FT RIM: 1044.20 INV: 1023.74 BUILD: 20.46 FT RIM: 1047.77 INV: 1022.45 BUILD: 25.32 FT RIM: 1045.70 INV: 1021.58 BUILD: 24.12 FT RIM: 1043.77 INV: 1019.34 BUILD: 24.43 FT RIM: 1047.89 INV: 1020.60 BUILD: 27.29 FT RIM: 1046.00 INV: 1021.86 BUILD: 24.14 FT RIM: 1050.57 INV: 1023.12 BUILD: 27.45 FT PART 3 PART 2 PART 1 PART 4 2" FORCE MAIN FUTURE EXTENSION>>>FUTURE EXTENSION 5 GPM FUTURE GRAVITY FLOW 50 GPM FUTURE GRAVITY FLOW 10 GPM FUTURE GRAVITY FLOW 35 GPM FUTURE GRAVITY FLOW 15 GPM FUTURE GRAVITY FLOW R FEETSCALE 0 130 260 H:\SCND\N13117014\CAD\C3D\Public Works Community System-Servce Area Figure 2 option 3.dwg 10/24/2018 2:20:12 PMCommunity Drainfield Study City of Scandia, MN Figure 1: Potential Sewer Layout October 2018