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HomeMy WebLinkAboutR-2019-AR - 2019- A RESURFACING R- 2 0 1 9 - A R E S U R F A C I N G A R T E R I A L ENGINEERING DEPT. CITY OF HASTINGS, MATERIALS - GENERAL REQUIREMENTS Asphaltic Concrete Type Asphaltic Oil for Tack coat SS1H Type SLX asphalt according to State Specifications. application of the diluted emulsified asphalt shall generally be from .10 to .20 of a gallon per square yard. approximate 50-50 proportion with the oil. The rate of Water used to dilute emulsified asphalt shall be mixed in 1. 2. Contractor will be required to have all utilities located prior to start of work. 1. CONTRACTOR’S NOTE pavement removal. It will be the responsibility of the Contractor to dispose all 2. 3. Contractor shall remove existing asphalt in driveways and shall be subsidiary to the unit price for Cold Milling Class 3. 4. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. EAST SIDE BLVD. - 2ND STREET TO 12TH STREET R-2019-A1 1.Cold Milling Class 3 (approximately 2 1/2")16119.0 S.Y. 2.Asphaltic Concrete Type SLX 2224.0 Tons 3.Asphaltic Cement Performance Graded Binder (58V-34)156.0 Tons with Evotherm 4.Emulsified Asphalt (SS1H) Tack Coat 4835.0 Gal. 5.6" Concrete Pavement Repair, Type 47B HE 150.0 S.Y. 6.Remove 30" Combination Curb & Gutter 800.0 L.F. 7.Build 30" Combination Curb & Gutter 800.0 L.F. 8.Remove Sidewalk 48.6 S.Y. 9.Build 5" PCC Concrete Pavement (47B-3000)48.6 S.Y. 10.Build Curb Ramp (Detectable Warning Pad Furnished by City)13 Each 11.Remove Pavement 491.0 S.Y. 12.Build 8" PCC Concrete Pavement (47B) Intersection 491.0 S.Y. 13.Subgrade Preparation 491.0 S.Y. 14.Full Depth Saw Cut 284.0 L.F. 15.Adjust Manhole to Grade 10 Each 16.Adjust Gas or Water Valve to Grade 2 Each 17.Traffic Control, Barricades, and Maintanence thereof 1 Lump Sum Millings are to become the property of the contractor. Sub-base may require various patching to be determined by Engineer after milling operation and street has been cleaned. NOTES: prior to installation of Asphalt and shall be subsidiary to the Unit Price of Ends and returns on all roads, intersections, and driveways will be sawed Asphalt Type SLX. Contractor shall use caution not to damage driveways This project will be done in two or more lifts, the first lift of asphalt will consist of 1 1/4 " type SLX, and the second or top lift of asphalt will consist of 1 1/4 " type SLX, or as directed infield by Engineer. Contractor to mill width of section to a depth of 2 1/2" ± to existing concrete from Sta. 600+19 to 643+31 as shown on project cross sections. or other structures during the removal & placement of asphalt or concrete. If Curb & Gutter need replacement, then locations will be marked infield by Engineer. Adjusting Manholes or Valves maybe required, to be determined infield by Engineer. Contractor should follow the current Manual on Uniform Traffic Control Devices when working on city streets. 5. Contractor shall pave East Side Blvd. one lane at a time and should notify Engineer when planning to begin work. (Street to remain open to thru traffic) Concrete Type Concrete mix shall be type 47B-3500 according to State 3. Specifications, unless noted else where. ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Sq. Yards COLD MILLING CLASS 3 (For Info. Only) Width Station to Station Tons ASPHALT TYPE SLX (For Info. Only) Width Station Sq. Yards REMOVE & BUILD 5" P.C.C SIDEWALK 47B-3000 Side ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only) Cold Milling Class 3 SLXO.S. / SideStation Note: Intersections will be milled & filled to a depth of 2" or as directed infield by Engineer. Station Each ADJUST MANHOLE TO GRADE O.S. / Side Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Sq. Yards COLD MILLING CLASS 3 (For Info. Only) Width Station to Station Tons ASPHALT TYPE SLX (For Info. Only) Width Station Sq. Yards REMOVE & BUILD 5" P.C.C SIDEWALK 47B-3000 Side ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only) Cold Milling Class 3 SLXO.S. / SideStation Note: Intersections will be milled & filled to a depth of 2" or as directed infield by Engineer. Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards BUILD 8" P.C.C. PAVEMENT 47B-3500 Side Station to Station SAW CUT Side L.F. Station Each ADJUST MANHOLE TO GRADE O.S. / Side Station Each ADJUST WATER VALVE TO GRADE O.S. / Side Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station to Station Sq. Yards COLD MILLING CLASS 3 (For Info. Only) Width Station to Station Tons ASPHALT TYPE SLX (For Info. Only) Width Station to Station Sq. Yards SUBGRADE PREPARATION Side Station Sq. Yards REMOVE & BUILD 5" P.C.C SIDEWALK 47B-3000 Side Station to Station SAW CUT Side L.F. Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station Sq. Yards REMOVE & BUILD 5" P.C.C SIDEWALK 47B-3000 Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station SAW CUT Side L.F. Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Tons ASPHALT TYPE SLX (For Info. Only) Width Station to Station Sq. Yards COLD MILLING CLASS 3 (For Info. Only) Width ENGINEERING DEPT. CITY OF HASTINGS, Station to Station REMOVE & BUILD 30" COMBINATION CURB & GUTTER Side L.F.Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station Sq. Yards REMOVE & BUILD 5" P.C.C SIDEWALK 47B-3000 Side Station to Station SAW CUT Side L.F. ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station Sq. Yards REMOVE & BUILD 5" P.C.C. SIDEWALK 47B-3000 Side Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards BUILD 8" P.C.C. PAVEMENT 47B-3500 Side Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station Sq. Yards REMOVE & BUILD 5" P.C.C. SIDEWALK 47B-3000 Side Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY Station to Station L.F. SAW CUT Side Station to Station L.F. SAW CUT Side Station to Station L.F. SAW CUT Side ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Sq. Yards BUILD 8" P.C.C. PAVEMENT 47B-3500 Side Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station Sq. Yards REMOVE & BUILD 5" P.C.C. SIDEWALK 47B-3000 Side Station to Station Sq. Yards REMOVE CONCRETE PAVEMENT Side Station to Station Sq. Yards SUBGRADE PREPARATION Side Station to Station Sq. Yards BUILD 8" P.C.C PAVEMENT 47B-3500 Side Station Sq. Yards REMOVE & BUILD 5" P.C.C. SIDEWALK 47B-3000 Side Station to Station L.F. SAW CUT Side Station to Station L.F. SAW CUT Side Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY Station Each BUILD CURB RAMP WITH DETECTABLE WARNING Side Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY Station to Station L.F. SAW CUT Side ENGINEERING DEPT. CITY OF HASTINGS, MATERIALS - GENERAL REQUIREMENTS Asphaltic Concrete Type Asphaltic Oil for Tack coat SS1H Type SLX asphalt according to State Specifications. application of the diluted emulsified asphalt shall generally be from .10 to .20 of a gallon per square yard. approximate 50-50 proportion with the oil. The rate of Water used to dilute emulsified asphalt shall be mixed in 1. 2. Contractor will be required to have all utilities located prior to start of work. 1. CONTRACTOR’S NOTE pavement removal. It will be the responsibility of the Contractor to dispose all 2. 3. Contractor shall remove existing asphalt in driveways and shall be subsidiary to the unit price for Cold Milling Class 4. 4. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. 12TH STREET - EAST SIDE BLVD. TO TURNER AVE. R-2019-A2 1.Cold Milling Class 4 (approximately 4")8542.0 S.Y. 2.Asphaltic Concrete Type SLX 1820.0 Tons 3.Asphaltic Cement Performance Graded Binder (58V-34)127.0 Tons with Evotherm 4.Emulsified Asphalt (SS1H) Tack Coat 2546.0 Gal. 5.6" Concrete Pavement Repair, Type 47B HE 50.0 S.Y. 6.Remove 30" Combination Curb & Gutter 250.0 L.F. 7.Build 30" Combination Curb & Gutter 250.0 L.F. 8.Adjust Manhole to Grade 14 Each 9.Adjust Gas or Water Valve to Grade 12 Each 10.Traffic Control, Barricades, and Maintanence thereof 1 Lump Sum Millings are to become the property of the contractor. Sub-base may require various patching to be determined by Engineer after milling operation and street has been cleaned. NOTES: prior to installation of Asphalt and shall be subsidiary to the Unit Price of Ends and returns on all roads, intersections, and driveways will be sawed Asphalt Type SLX. Contractor shall use caution not to damage driveways This project will be done in two or more lifts, the first lift of asphalt will consist of 2 " type SLX, and the second or top lift of asphalt will consist of 2 " type SLX, or as directed infield by Engineer. Contractor to mill width of section to a depth of 5" ± to existing concrete from Sta. 800+00 to 800+93 as shown on project cross sections. or other structures during the removal & placement of asphalt or concrete. If Curb & Gutter need replacement, then locations will be marked infield by Engineer. Adjusting Manholes or Valves maybe required, to be determined infield by Engineer. Contractor should follow the current Manual on Uniform Traffic Control Devices when working on city streets. 5. Contractor shall pave 12th St. one lane at a time and should notify Engineer when planning to begin work. (Street to remain open to thru traffic) Concrete Type Concrete mix shall be type 47B-3500 according to State 3. Specifications, unless noted else where. ENGINEERING DEPT. CITY OF HASTINGS, Station to Station Sq. Yards COLD MILLING CLASS 4 (For Info. Only) Width Station to Station Tons ASPHALT TYPE SLX (For Info. Only) Width Station Each ADJUST MANHOLE TO GRADE O.S. / Side Station Each ADJUST WATER VALVE TO GRADE O.S. / Side ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only) Cold Milling Class 4 SLXO.S. / SideStation Note: Intersections will be milled & filled to a depth of 2" or as directed infield by Engineer. DRAIN INLET ENGINEERING DEPT. CITY OF HASTINGS, Station Each ADJUST WATER VALVE TO GRADE O.S. / Side Station Each ADJUST MANHOLE TO GRADE O.S. / Side Station to Station Sq. Yards COLD MILLING CLASS 4 (For Info. Only) Width Station to Station Tons ASPHALT TYPE SLX (For Info. Only) Width ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only) Cold Milling Class 4 SLXO.S. / SideStation Note: Intersections will be milled & filled to a depth of 2" or as directed infield by Engineer. DRAIN INLET ENGINEERING DEPT. CITY OF HASTINGS,