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#07 - Old Village Phase 3 Pay Request 8
STAFF REPORT DATE: September 4, 2018 CONSENT ITEM # 7 AGENDA ITEM: Old Village Phase 3: Street, Drainage and Utility Improvements – Accept Improvements and Approve Pay Request No. 8 (Final) SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Rob Weldon, Public Works Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council accept the Old Village Phase 3: Street, Drainage, and Utility Improvements and approve Pay Request No. 8 (Final) to Douglas-Kerr Underground, LLC? BACKGROUND: Douglas-Kerr Underground, LLC was awarded a construction contract on May 16, 2017 to complete the Old Village Phase 3 Street, Drainage and Utility Improvements. The Project Engineer has prepared a Certificate of Completion indicating that all work is completed including all punch list items and is recommending acceptance of the improvements and release of final retainage. Project acceptance will initiate the one-year warranty period for the improvements. The one-year warranty will begin on September 4, 2018 and will extend through September 4, 2019. PROPOSAL DETAILS/ANALYSIS: Douglas-Kerr Underground, LLC, has submitted Partial Pay Request No. 8 (Final) in the amount of $112,222.22. The work has been reviewed by the Engineer and is fully completed in accordance with the Contract, Specifications, and Change Orders. The City Council is respectfully requested to consider accepting the improvements and approving Pay Request No. 8 (Final) for the Old Village Phase 3: Street, Drainage, and Utility Improvements. FISCAL IMPACT: The final total construction cost for the project is $1,598,358.67, which is 1.4% over the original contract award amount of $1,576,039.15. The project remains within the total project budget approved by Council. A breakdown comparing the total project costs at time of award to final costs are outlined in the table below. Authorized Project Final Project Costs TOTAL PROJECT COSTS: $2,200,500 $2,052,500 Breakdown: Street, Sidewalk and Storm Sewer Improvements $1,097,000 $1,014,300 Sanitary Sewer Improvements $604,800 $559,600 Water System Improvements $467,700 $452,900 Bituminous Trail $31,000 $25,700 RECOMMENDATION: Staff is recommending that the City Council consider, as part of the Consent Agenda, accepting the Old Village Phase 3: Street, Drainage and Utility Improvements and approving Pay Request No. 8 in the amount of $112,222.22. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to accept the improvements and approve Pay Request No. 8 to Douglas-Kerr Underground, LLC in the amount of $112,222.22 for the Old Village Phase 3: Street, Drainage and Utility Improvements project”. ATTACHMENTS: 1. Partial Pay Estimate No. 8 (Final). 2. Certificate of Completion. PROJECT PAY FORM PARTIAL PAY ESTIMATE NO. PERIOD OF ESTIMATE TO PROJECT OWNER: CONTRACTOR: 1. Original Contract Amount 2. Net Change Order Sum 3. Revised Contract (1+2) 4. *Work Completed 5. *Stored Materials 6. Subtotal (4+5) 7. Retainage* 8. Previous Payments 9. Amount Due (6‐7‐8) *Detailed Breakdown Attached START DATE:ON SCHEDULE SUBSTANTIAL COMPLETION:X FINAL COMPLETION: ENGINEER'S CERTIFICATION: FOCUS ENGINEERING, Inc. DATE CONTRACTOR'S CERTIFICATION: CONTRACTOR DATE APPROVED BY OWNER:CITY OF LAKE ELMO, MINNESOTA DATE DATE BY BY YES NO The undersigned Contractor certifies that to the best of their knowledge, information and belief the work covered by this payment estimate has been completed in accordance with the contract documents, that all amounts have been paid by the contractor for work for which previous payment estimates was issued and payments received from the owner, and that current payment shown herein is now due. The undersigned certifies that the work has been reviewed and to the best of their knowledge and belief, the quantities shown in this estimate are correct and the work has been performed in accordance with the contract documents. ENGINEER BY 5/16/2017 6/30/2018 REVISED DAYS REMAINING 410 0 ‐53 10/20/2017 ORIGINAL DAYS CONTRACT CHANGE ORDER SUMMARY PAY ESTIMATE SUMMARY 8 (Final) 8/22/20186/9/2018FROM OLD VILLAGE PHASE 3 IMPROVEMENTS PROJECT NO. 2016.133 CITY OF LAKE ELMO 3880 LAVERNE AVENUE NORTH LAKE ELMO, MN 55042 ATTN: JACK GRIFFIN, CITY ENGINEER DOUGLAS‐KERR UNDERGROUND, LLC 2142 330TH AVE MORA, MN 55051 ATTN: DENNY DOUGLAS CONTRACT TIME TOTALS $38,906.22 $16,586.70 $112,222.22 NET CHANGE $22,319.52 5 9/4/2018 $2,970.00 $0.000.0% 6 9/4/2018 $11,448.25 $1,486,136.45 3 10/17/2017 $9,016.07 $0.00 4 2/7/2018 $5,386.40 $1,598,358.67 1 7/5/2017 $16,586.70 $1,598,358.67 2 9/5/2017 $10,085.50 $1,598,358.67 No.Approval Date Amount $1,576,039.15 Additions Deductions $22,319.52 8/27/2018 FOCUS Engineering, inc.PROJECT PAYMENT FORM PARTIAL PAY ESTIMATE NO. 8 (Final) OLD VILLAGE PHASE 3 IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2016.133 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1 $58,045.95 $58,045.95 0.25 $14,511.49 1.00 $58,045.95 2 ACRE 1.15 $6,000.00 $6,900.00 0.00 $0.00 1.20 $7,200.00 3 TREE 42 $200.00 $8,400.00 0.00 $0.00 43.00 $8,600.00 4 LF 2884 $1.20 $3,460.80 0.00 $0.00 2,780.00 $3,336.00 5 LF 144 $11.45 $1,648.80 0.00 $0.00 101.00 $1,156.45 6 LF 440 $3.00 $1,320.00 0.00 $0.00 378.00 $1,134.00 7 EACH 1 $450.00 $450.00 0.00 $0.00 1.00 $450.00 8 SY 10246 $1.10 $11,270.60 0.00 $0.00 10,246.00 $11,270.60 9 SY 765 $3.75 $2,868.75 22.20 $83.25 767.00 $2,876.25 10 SY 300 $6.25 $1,875.00 ‐0.44 ‐$2.75 491.00 $3,068.75 11 EACH 3 $260.00 $780.00 0.00 $0.00 3.00 $780.00 12 EACH 14 $90.00 $1,260.00 0.00 $0.00 7.00 $630.00 13 EACH 6 $450.00 $2,700.00 0.00 $0.00 6.00 $2,700.00 14 LF 240 $3.50 $840.00 0.00 $0.00 157.50 $551.25 15 LF 610 $2.75 $1,677.50 0.00 $0.00 470.00 $1,292.50 16 LF 200 $27.00 $5,400.00 0.00 $0.00 165.00 $4,455.00 17 LF 100 $24.00 $2,400.00 0.00 $0.00 90.00 $2,160.00 18 EACH 8 $35.00 $280.00 0.00 $0.00 8.00 $280.00 19 EACH 5 $160.00 $800.00 0.00 $0.00 5.00 $800.00 20 EACH 26 $90.00 $2,340.00 0.50 $45.00 28.00 $2,520.00 21 SF 200 $23.00 $4,600.00 0.00 $0.00 132.00 $3,036.00 22 CY 12605 $10.85 $136,764.25 0.00 $0.00 12,605.00 $136,764.25 23 CY 467 $32.50 $15,177.50 0.00 $0.00 0.00 $0.00 24 CY 400 $29.85 $11,940.00 0.40 $11.94 78.00 $2,328.30 25 CY 7764 $19.00 $147,516.00 0.00 $0.00 7,764.00 $147,516.00 26 SY 1000 $1.50 $1,500.00 0.00 $0.00 4,791.30 $7,186.95 27 CY 2288 $31.95 $73,101.60 0.00 $0.00 2,342.00 $74,826.90 28 HOUR 40 $150.00 $6,000.00 0.00 $0.00 58.75 $8,812.50 29 GAL 501 $1.40 $701.40 0.00 $0.00 460.00 $644.00 30 TON 230 $101.00 $23,230.00 16.52 $1,668.52 269.78 $27,247.78 31 TON 590 $54.50 $32,155.00 0.00 $0.00 610.87 $33,292.42 32 TON 315 $63.00 $19,845.00 0.00 $0.00 333.90 $21,035.70 33 TON 790 $48.75 $38,512.50 0.00 $0.00 789.11 $38,469.11 34 TON 420 $56.25 $23,625.00 0.00 $0.00 420.85 $23,672.81 35 TON 170 $0.01 $1.70 0.00 $0.00 203.91 $2.04 36 LF 1400 $3.25 $4,550.00 1,726.00 $5,609.50 1,726.00 $5,609.50 37 LF 1600 $0.01 $16.00 0.00 $0.00 0.00 $0.00 38 EACH 1 $1,024.05 $1,024.05 0.00 $0.00 1.00 $1,024.05 39 EACH 1 $1,095.10 $1,095.10 0.00 $0.00 0.00 $0.00 40 EACH 2 $1,470.00 $2,940.00 0.00 $0.00 0.00 $0.00 41 EACH 2 $2,466.45 $4,932.90 0.00 $0.00 2.00 $4,932.90 42 LF 410 $0.01 $4.10 0.00 $0.00 0.00 $0.00 43 LF 1300 $10.50 $13,650.00 0.00 $0.00 1,100.00 $11,550.00 44 EACH 20 $175.00 $3,500.00 0.00 $0.00 0.00 $0.00 45 LF 3236 $35.10 $113,583.60 0.00 $0.00 3,236.00 $113,583.60 46 LF 125 $36.55 $4,568.75 0.00 $0.00 125.00 $4,568.75 47 LF 741 $32.60 $24,156.60 0.00 $0.00 678.00 $22,102.80 48 LF 350 $30.35 $10,622.50 0.00 $0.00 282.00 $8,558.70 49 LF 178 $37.85 $6,737.30 0.00 $0.00 117.00 $4,428.45 50 LF 101 $100.90 $10,190.90 0.00 $0.00 109.00 $10,998.10 51 EACH 2 $2,939.55 $5,879.10 0.00 $0.00 2.00 $5,879.10 52 EACH 7 $1,580.75 $11,065.25 0.00 $0.00 6.00 $9,484.50 53 EACH 8 $2,432.30 $19,458.40 0.00 $0.00 10.00 $24,323.00 54 EACH 2 $3,484.05 $6,968.10 0.00 $0.00 1.00 $3,484.05 55 EACH 1 $3,940.80 $3,940.80 0.00 $0.00 0.00 $0.00 56 EACH 1 $4,945.05 $4,945.05 0.00 $0.00 1.00 $4,945.05 57 EACH 21 $500.75 $10,515.75 0.00 $0.00 21.00 $10,515.75 58 EACH 9 $1,004.55 $9,040.95 0.00 $0.00 6.00 $6,027.30 59 EACH 4 $324.60 $1,298.40 0.00 $0.00 0.00 $0.00 60 EACH 1 $986.40 $986.40 0.00 $0.00 1.00 $986.40 61 EACH 4 $254.20 $1,016.80 0.00 $0.00 4.00 $1,016.80 62 EACH 5 $429.50 $2,147.50 0.00 $0.00 5.00 $2,147.50 63 LF 815 $11.05 $9,005.75 0.00 $0.00 869.00 $9,602.45 64 LF 760 $20.45 $15,542.00 0.00 $0.00 340.00 $6,953.00 65 LF 250 $9.70 $2,425.00 0.00 $0.00 254.00 $2,463.80 66 LF 290 $14.15 $4,103.50 0.00 $0.00 470.00 $6,650.50 67 EACH 36 $167.60 $6,033.60 36.00 $6,033.60 36.00 $6,033.60 68 EACH 14 $3,175.50 $44,457.00 0.00 $0.00 15.00 $47,632.50 69 LF 48 $137.15 $6,583.20 0.00 $0.00 49.18 $6,745.04 70 LF 3236 $1.25 $4,045.00 0.00 $0.00 3,236.00 $4,045.00 71 SY 120 $14.30 $1,716.00 ‐0.09 ‐$1.29 147.00 $2,102.10 72 LS 1 $25,028.00 $25,028.00 0.00 $0.00 1.00 $25,028.00 73 EACH 27 $279.20 $7,538.40 0.00 $0.00 27.00 $7,538.40 74 EACH 3 $726.45 $2,179.35 0.00 $0.00 2.00 $1,452.90 75 EACH 27 $362.85 $9,796.95 0.00 $0.00 27.00 $9,796.95 76 EACH 3 $839.00 $2,517.00 0.00 $0.00 3.00 $2,517.00 77 EACH 1 $390.95 $390.95 0.00 $0.00 1.00 $390.95 78 EACH 3 $1,025.40 $3,076.20 0.00 $0.00 3.00 $3,076.20 Type SP 12.5 Wearing Course Mix (3,B) Type SP 12.5 Wearing Course Mix (3,.C) Bituminous Wedge Paving Saw & Seal Joint (40' Intervals) Pipe Foundation Rock Clearing & Grubbing Clearing & Grubbing Salvage & Install Mailbox Assembly Salvage & Install Pavers (Incl. Flagstone Steps & Wall) Common Excavation (P) Infiltration Basin Excavation (EV) Subgrade Correction (EV)(Includes Select Granular Borrow ‐ Mod 5%) Select Granular Borrow ‐ Mod. 5% (CV)(P) Geotextile Fabric, Type V Remove Water Main Pipe Remove Sewer Pipe (Storm) Remove Backstop Fence Remove Concrete Curb & Gutter Sawing Concrete Pavement (Full Depth) Sawing Bit Pavement (Full Depth) Salvage Retaining Wall Agg. Base, Cl. 6 (CV) (P) Street Sweeping Bit. Material for Tack Coat Type SP 9.5 Wearing Course Mix (2,C) (Parking Lots, Driveways & Bike Trails Remove Hydrant Type SP 9.5 Wearing Course Mix (3,C) Salvage & Install Sign Type C Sewer Televising Type SP 9.5 Wearing Course Mix (3,B) 1‐1/4" Curb Stop & Box 6" PVC Sanitary Service Pipe ‐ Sch40 4" PVC Sanitary Service Pipe ‐ Sch40 2"x1‐1/4" Fused Tee Draintile Cleanout 8" PVC Pipe Sewer (SDR 26) 12" RC Pipe Sewer, Des 3006 CL V 15" RC Pipe Sewer, Des 3006 CL V 8"X6" PVC Wye, SDR 26 6" Clean‐Out Assembly (SCH 40) 2" Rigid Insulation Temporary Water Service ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE DIVISION 1 Mobilization Pulverize Bituminous Pavement (P) Remove Bituminous Driveway & Parking Lot Pavement Remove Concrete Driveway Pavement Remove Catch Basin or Manhole (Storm) Salvage and Install Fence Salvage Sign (Type C or Street Name Sign) Remove Gate Valve & Box 2" Pressure Cleanout & CurbstopAssembly Construct Drainage Structure Des. CC ‐ 48" (w/ CasƟng) Construct Drainage Structure Des. CC ‐ 60" (w/ CasƟng) Construct Drainage Structure Des. CC ‐ 72" (w/ CasƟng) Construct Drainage Structure Des. CC ‐ 84" (w/ CasƟng) 8"X4" PVC Wye, SDR 26 15" RC Pipe Apron w/Trash Guard 18" RC Pipe Apron w/Trash Guard 21" RC Pipe Apron w/Trash Guard 36" Span RC Pipe‐Arch Apron w/Trash Guard Infiltration Basin Underdrain System 18" RC Pipe Sewer, Des 3006 CL V 21" RC Pipe Sewer, Des 3006 CL III 36" Span RC Pipe‐Arch Sewer CL IIA Connect to Existing Sanitary Sewer Construct Drainage Structure 2'x3' (w/ CasƟng) 4" PVC Perf. Edge Drain w/ Backfill & Wrap 1‐1/4" HDPE Service Pipe 2" HDPE Pressure Pipe Tracer Wire Box ‐ (at property line) Sanitary Sewer Manhole (10' Deep) Sanitary Sewer Manhole Extra Depth 1" Corporation Stop 2" Corporation Stop 1" Curb Stop & Box 2" Curb Stop & Box 8" x 1 ‐1/4" Saddle Tap Connect to Existing Water Main QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 79 EACH 34 $382.35 $12,999.90 0.00 $0.00 32.00 $12,235.20 80 EACH 8 $4,199.10 $33,592.80 0.00 $0.00 11.00 $46,190.10 81 EACH 14 $1,586.10 $22,205.40 0.00 $0.00 15.00 $23,791.50 82 EACH 8 $2,036.45 $16,291.60 0.00 $0.00 8.00 $16,291.60 83 EACH 4 $3,023.65 $12,094.60 0.00 $0.00 4.00 $12,094.60 84 LF 1095 $9.20 $10,074.00 0.00 $0.00 1,181.00 $10,865.20 85 LF 90 $22.95 $2,065.50 0.00 $0.00 60.00 $1,377.00 86 LF 394 $24.45 $9,633.30 0.00 $0.00 267.00 $6,528.15 87 LF 2424 $32.30 $78,295.20 0.00 $0.00 2,441.00 $78,844.30 88 LF 892 $60.95 $54,367.40 0.00 $0.00 892.00 $54,367.40 89 LB 3606 $3.25 $11,719.50 0.00 $0.00 3,726.00 $12,109.50 90 CY 40 $115.00 $4,600.00 0.00 $0.00 33.00 $3,795.00 91 SF 5100 $4.90 $24,990.00 0.00 $0.00 5,083.00 $24,906.70 92 SF 480 $6.10 $2,928.00 0.10 $0.61 710.00 $4,331.00 93 LF 365 $19.00 $6,935.00 0.50 $9.50 166.00 $3,154.00 94 LF 5525 $12.25 $67,681.25 0.00 $0.00 5,518.00 $67,595.50 95 SY 300 $47.75 $14,325.00 ‐0.30 ‐$14.33 423.00 $20,198.25 96 SY 125 $55.75 $6,968.75 0.20 $11.15 119.00 $6,634.25 97 SF 72 $30.00 $2,160.00 0.00 $0.00 92.50 $2,775.00 98 LS 1 $2,300.00 $2,300.00 0.25 $575.00 1.00 $2,300.00 99 SF 21 $43.50 $913.50 0.00 $0.00 21.00 $913.50 100 EACH 3 $495.00 $1,485.00 2.00 $990.00 3.00 $1,485.00 101 LF 2400 $1.25 $3,000.00 0.00 $0.00 715.00 $893.75 102 EACH 23 $125.00 $2,875.00 0.00 $0.00 30.00 $3,750.00 103 CY 125 $39.50 $4,937.50 0.00 $0.00 0.00 $0.00 104 CY 1500 $24.75 $37,125.00 28.77 $712.06 949.00 $23,487.75 105 SY 6300 $5.25 $33,075.00 0.00 $0.00 11,095.00 $58,248.75 106 ACRE 2 $1,108.00 $2,216.00 0.00 $0.00 0.00 $0.00 107 ACRE 0.2 $777.00 $155.40 0.00 $0.00 0.00 $0.00 108 SY 2400 $1.35 $3,240.00 75.00 $101.25 2,875.00 $3,881.25 109 LF 800 $2.10 $1,680.00 0.00 $0.00 160.00 $336.00 110 LF 700 $15.50 $10,850.00 0.00 $0.00 630.00 $9,765.00 111 EACH 4 $1,400.00 $5,600.00 0.00 $0.00 0.00 $0.00 $1,576,039.15 $30,344.50 $1,549,481.45 TOTALS ‐ BASE CONTRACT $1,576,039.15 $30,344.50 $1,549,481.45 CHANGE ORDER NO. 1 CO1‐1 CY ‐467.0 $32.50 ‐$15,177.50 0.00 $0.00 0.0 $0.00 CO1‐2 EACH ‐1.0 $1,024.05 ‐$1,024.05 0.00 $0.00 0.0 $0.00 CO1‐3 EACH ‐1.0 $1,470.00 ‐$1,470.00 0.00 $0.00 0.0 $0.00 CO1‐4 LF ‐410.0 $0.01 ‐$4.10 0.00 $0.00 0.0 $0.00 CO1‐5 CY ‐125.0 $39.50 ‐$4,937.50 0.00 $0.00 0.0 $0.00 CO1‐6 LF 230.0 $68.90 $15,847.00 0.00 $0.00 236.0 $16,260.40 CO1‐7 EACH 3.0 $1,299.50 $3,898.50 0.00 $0.00 3.0 $3,898.50 CO1‐8 EACH ‐3.0 $1,004.55 ‐$3,013.65 0.00 $0.00 0.0 $0.00 CO1‐9 EACH ‐4.0 $324.60 ‐$1,298.40 0.00 $0.00 0.0 $0.00 CO1‐10 LF ‐460.0 $20.45 ‐$9,407.00 0.00 $0.00 0.0 $0.00 TOTALS ‐ CHANGE ORDER NO. 1 ‐$16,586.70 $0.00 $20,158.90 CHANGE ORDER NO. 2 CO2‐1 AC 2.0 $3,450.00 $6,900.00 0.20 $690.00 1.27 $4,381.50 CO2‐2 LS 1.0 $650.00 $650.00 0.00 $0.00 1.0 $650.00 CO2‐3 CY 20.0 $88.00 $1,760.00 0.00 $0.00 20.0 $1,760.00 CO2‐4 LF 15.0 $51.70 $775.50 0.00 $0.00 15.0 $775.50 TOTALS ‐ CHANGE ORDER NO. 2 $10,085.50 $690.00 $7,567.00 CHANGE ORDER NO. 3 CO3‐1 HR 9.0 $900.00 $8,100.00 0.00 $0.00 9.00 $8,100.00 CO3‐2 LS 1.0 $391.15 $391.15 0.00 $0.00 1.0 $391.15 CO3‐3 EA 1.0 $524.92 $524.92 0.00 $0.00 1.0 $524.92 TOTALS ‐ CHANGE ORDER NO. 3 $9,016.07 $0.00 $9,016.07 CHANGE ORDER NO. 4 CO4‐1 LF 112.0 $43.35 $4,855.20 0.00 $0.00 112.00 $4,855.20 CO4‐2 EA 1.0 $1,740.05 $1,740.05 0.00 $0.00 1.0 $1,740.05 CO4‐3 LF ‐61.0 $37.85 ‐$2,308.85 0.00 $0.00 0.0 $0.00 CO4‐4 EA ‐1.0 $1,470.00 ‐$1,470.00 0.00 $0.00 0.0 $0.00 CO4‐5 EA 1.0 $450.00 $450.00 0.00 $0.00 1.0 $450.00 CO4‐6 LS 1.0 $2,120.00 $2,120.00 0.00 $0.00 1.0 $2,120.00 TOTALS ‐ CHANGE ORDER NO. 4 $5,386.40 $0.00 $9,165.25 CHANGE ORDER NO. 5 CO5‐1 SF 90.0 $33.00 $2,970.00 90.00 $2,970.00 90.00 $2,970.00 TOTALS ‐ CHANGE ORDER NO. 5 $2,970.00 $2,970.00 $2,970.00 COMPENSATING CHANGE ORDER NO. 6 CO6‐1 LS 1.0 $11,448.25 $11,448.25 0.00 $0.00 0.00 $0.00 TOTALS ‐ COMPENSATING CHANGE ORDER NO. 6 $11,448.25 $0.00 $0.00 TOTALS ‐ REVISED CONTRACT $1,598,358.67 $34,004.50 $1,598,358.67 8" C900 PIPE SEWER REMOVE 8"X6" PVC WYE, SDR 26 REMOVE SHED 24" RC PIPE 24" RC PIPE APRON W/ TRASH GUARD REMOVE 21" RC PIPE SEWER, DES, 3006 CL III REMOVE 21" RC PIPE APRON W/TRASH GUARD DISPOSE OF CONCRETE PILLAR MONUMENT ADD BARREL SECTION TO SANITARY SEWER MANHOLE CONTRACTOR CREW TIME SERVICE PIPE MATERIALS HYDRANT EXTENSION B618 Concrete Curb & Gutter 6" Concrete Driveway Pavement 8" Concrete Driveway Pavement Seeding (Seed Mixture Type 25‐131) Seeding (Seed Mixture Type Basin) Erosion Control Blanket Category 3N Sediment Control Log 6' Wide Agg. Lime Walking Trail Temporary Rock Construction Entrance Truncated Domes Traffic Control Sign Panels, Type C Sign, Type Special (Street Name) Silt Fence, Preassembled Storm Drain Inlet Protection Filter Topsoil Borrow (Pulverized) (LV) Common Topsoil Borrow (Pulverized) (LV) Sodding, Type Mineral REMOVE 21" RC PIPE APRON W/TRASH GUARD Hydrant 6" Gate Valve & Box 8" Gate Valve & Box 16" Butterfly Valve & Box 6" Water Main DIP ‐ CL 52 (Poly Encased) REMOVE 15" RC PIPE APRON W/TRASH GUARD SUBTOTAL ‐ DIVISION 1 REMOVE 6" CLEAN‐OUT ASSEMBLY (SCH 40) 1" Type K Copper Pipe 2" Type K Copper Pipe Connect to Existing Water Service REMOVE AND REPLACE CROSSWALK COMPENSATING CHANGE ORDER 8" Water Main DIP ‐ CL 52 (Poly Encased) 16" Water Main DIP ‐ CL 52 (Poly Encased) Water Main Fittings Random Rip‐Rap, Class III (includes Geotextile Fabric) 5" Concrete Walk 6" Concrete Walk ‐ Pedestrian Ramp B612 Concrete Curb & Gutter BONDED FIBER MATRIX MULCH REMOVE INFILTRATION BASIN UNDERDRAIN SYSTEM REMOVE FILTER TOPSOIL BORROW (PULVERIZED) (LV) REMOVE 6" PVC SANITARY SERVICE PIPE ‐ SCH 40 8"X6" C900 WYE REMOVE INFILTRATION BASIN EXCAVATION (EV) MULCH BLACK VINYL COATED FENCE