HomeMy WebLinkAboutR-2019-RR - 2019- R RESURFACING
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ENGINEERING DEPT.
CITY OF HASTINGS,
4TH STREET - DENVER AVENUE TO MINNESOTA AVENUE
R-2019-R1
1.Cold Milling Class 3 (approximately 1 1/2")3023.0 S.Y.
2.Cold Milling Class 4 (approximately 6")2921.0 S.Y.
3.Asphaltic Concrete Type SPR 927.0 Tons
4.Asphaltic Concrete Type SLX 340.0 Tons
5.Asphaltic Cement Performance Graded Binder (58V-34)90.0 Tons
with Evotherm
6.Emulsified Asphalt (SS1H) Tack Coat 1692.0 Gal
7.Subgrade Preparation 2921.0 S.Y.
8.8" Stabilized Subgrade, Type C Fly Ash 92.0 Tons
9.Asphaltic Patching Type SPR 50.0 Tons
10.6" Concrete Pavement Repair, Type 47B HE 100.0 S.Y.
11.Remove 30" Combination Curb & Gutter 300.0 L. F.
12.Build 30" Combination Curb & Gutter 300.0 L. F.
13.Adjust Manhole to Grade 5 Each
14.Adjust Gas or Water Valve to Grade 5 Each
15.Traffic Control, Barricades, and Maintenance thereof 1 Lump. Sum
MATERIALS - GENERAL REQUIREMENTS
Asphaltic Concrete Type
Asphaltic Oil for Tack coat SS1H
Type SPR and 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 or 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.
5. Contractor should notify Engineer in advance, if planning to close
street to thru traffic.
Concrete Type
Concrete mix shall be type 47B-3500 according to State
3.
Specifications, unless noted else where.
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 SPR or 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 4" type SPR, and the second or top lift of asphalt will
consist of 2" type SPR or SLX, or as directed infield by Engineer.
Contractor to mill full depth asphalt section from Sta. 700+00 to
Sta. 714+66 as shown on project cross sections.
Subgrade shall be scarified to a depht of 8" fly ash added,
watered and recompacted to complete stabilization for new area
recieving full depth asphalt.
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.
41'4'10'4'10'
31'4'10'4'10'
15'15'
20'20'
ENGINEERING DEPT.
CITY OF HASTINGS,
700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00
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 Each
DRAIN INLET (For Info. Only)
O.S. / Side Station Each
ADJUST MANHOLE TO GRADE
O.S. / Side Station Each
ADJUST WATER VALVE TO GRADE
O.S. / Side
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ENGINEERING DEPT.
CITY OF HASTINGS,
707+00 708+00 709+00 710+00 711+00 712+00 713+00
Station to Station Sq. Yards
COLD MILLING CLASS 4 (For Info. Only)
Width Station to Station Tons
ASPHALT TYPE SPR (For Info. Only)
Width
Station Each
ADJUST MANHOLE TO GRADE
O.S. / Side Station Each
DRAIN INLET (For Info. Only)
O.S. / Side
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ENGINEERING DEPT.
CITY OF HASTINGS,
713+00 714+00 714+66
Station to Station Sq. Yards
COLD MILLING CLASS 4 (For Info. Only)
Width
Station to Station Tons
ASPHALT TYPE SPR (For Info. Only)
Width
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ENGINEERING DEPT.
CITY OF HASTINGS,
MATERIALS - GENERAL REQUIREMENTS
Asphaltic Concrete Type
Asphaltic Oil for Tack coat SS1H
Type SPR 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.
JEFFERSON AVENUE - 3RD STREET TO 6TH STREET
R-2019-R2
1.Cold Milling Class 4 (approximately 5")2188.0 S.Y.
2.Asphaltic Concrete Type SPR 738.0 Tons
3.Asphaltic Cement Performance Graded Binder (58V-34)51.0 Tons
with Evotherm
4.Emulsified Asphalt (SS1H) Tack Coat 625.0 Gal.
5.Subgrade Prepartation 2188.0 S.Y.
6.8" Stabiliazed Subgrade, Type C Fly Ash 77.0 Tons
7.Asphaltic Patching Type SPR 50.0 Tons
8.Remove 30" Combination Curb & Gutter 100.0 L.F.
9.Build 30" Combination Curb & Gutter 100.0 L.F.
10.Adjust Manhole to Grade 1 Each
11.Adjust Gas or Water Valve to Grade 1 Each
12.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 SPR. 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 4" type SPR, and the second or top lift of asphalt
will consist of 2" type SPR, or as directed infield by Engineer.
Contractor to mill full depth asphalt section from Sta. 401+00 to
Sta. 410+83 as shown on project cross sections.
Subgrade shall be scarified to a depht of 8" fly ash added,
watered and recompacted to complete stabilization for new area
recieving full depth asphalt.
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 should notify Engineer in advance, if planning to close
streets 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 SPR (For Info. Only)
Width Station Each
ADJUST MANHOLE TO GRADE
O.S. / Side Station Each
ADJUST WATER VALVE TO GRADE
O.S. / Side
Station to Station Tons
8" FLY ASH STABILIZATION (For Info. Only)
Width Station to Station Sq. Yards
SUBGRADE PREPARATION (For Info. Only)
Width
Station / Side Subgrade Prep.
ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only)
Cold Milling Class 4 8" Fly Ash, Type C SPR
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.
ST. JOSEPH AVENUE - 8TH STREET TO 9TH STREET
R-2019-R3
1.Cold Milling Class 3 (approximately 2 1/2")940.0 S.Y.
2.Asphaltic Concrete Type SLX 133.0 Tons
3.Asphaltic Cement Performance Graded Binder (58V-34)9.0 Tons
with Evotherm
4.Emulsified Asphalt (SS1H) Tack Coat 282.0 Gal.
5.6" Concrete Pavement Repair, Type 47B HE 50.0 S.Y.
6.Remove 30" Combination Curb & Gutter 100.0 L.F.
7.Build 30" Combination Curb & Gutter 100.0 L.F.
8.Adjust Manhole to Grade 1 Each
9.Adjust Gas or Water Valve to Grade 1 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 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. 101+00 to 103+82 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 should notify Engineer in advance, if planning to close
street 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
ENGINEERING DEPT.
CITY OF HASTINGS,
MATERIALS - GENERAL REQUIREMENTS
Asphaltic Concrete Type
Asphaltic Oil for Tack coat SS1H
Type SPR 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.
8TH STREET - CRANE AVE. TO OSWEGO AVE.
R-2019-R4
1.Cold Milling Class 4 (approximately 4")3564.0 S.Y.
2.Asphaltic Concrete Type SPR 1203.0 Tons
3.Asphaltic Cement Performance Graded Binder (58V-34)84.0 Tons
with Evotherm
4.Emulsified Asphalt (SS1H) Tack Coat 1069.0 Gal.
5.Subgrade Preparation 4121.0 S.Y.
6.8" Stabalized Subgrade, Type C Fly Ash 125.0 Tons
7.Asphaltic Patching Type SPR 50.0 Tons
8.Remove 30" Combination Curb & Gutter 250.0 L.F.
9.Build 30" Combination Curb & Gutter 250.0 L.F.
10.Remove Pavement 557.0 S.Y.
11.Build 8" PCC Concrete Pavement (47B) Intersection 557.0 S.Y.
12.Full Depth Saw Cut 74.0 L.F.
13.Adjust Manhole to Grade 4 Each
14.Adjust Gas or Water Valve to Grade 4 Each
15.Traffic Control, Barricades, and Maintanence thereof 1 Lump Sum
5. Contractor should notify Engineer in advance, if planning to close
street to thru traffic.
Concrete Type
Concrete mix shall be type 47B-3500 according to State
3.
Specifications, unless noted else where.
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 SPR. 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 4" type SPR, and the second or top lift of asphalt
will consist of 2" type SPR, or as directed infield by Engineer.
Contractor to mill full depth asphalt section from Sta. 601+74 to
Sta. 613+91 as shown on project cross sections.
Subgrade shall be scarified to a depht of 8" fly ash added,
watered and recompacted to complete stabilization for new area
recieving full depth asphalt.
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.
ENGINEERING DEPT.
CITY OF HASTINGS,
Note: Concrete pavement construction will be constructed in phases.
Station to Station Sq. Yards
COLD MILLING CLASS 4 (For Info. Only)
Width Station to Station Tons
ASPHALT TYPE SPR (For Info. Only)
Width Station Each
ADJUST MANHOLE TO GRADE
O.S. / Side Station Each
ADJUST WATER VALVE TO GRADE
O.S. / 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 to Station Tons
8" FLY ASH STABILIZATION (For Info. Only)
Width Station to Station Sq. Yards
SUBGRADE PREPARATION (For Info. Only)
Width
Station / Side Subgrade Prep.
ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only)
Cold Milling Class 4 8" Fly Ash, Type C SPR
Match Existing Joints of 8th Street & Crane Ave.
Phase Line
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.
6TH STREET - EASTSIDE BLVD TO ELM AVENUE
R-2019-R5
1.Cold Milling Class 4 (approximately 4")6894.0 S.Y.
2.Asphaltic Concrete Type SLX 1550.0 Tons
3.Asphaltic Cement Performance Graded Binder (58V-34)108.0 Tons
with Evotherm
4.Emulsified Asphalt (SS1H) Tack Coat 2068.0 Gal.
5.6" Concrete Pavement Repair, Type 47B HE 100.0 S.Y.
6.Remove 30" Combination Curb & Gutter 250.0 L.F.
7.Build 30" Combination Curb & Gutter 250.0 L.F.
8.Remove Sidewalk 32.4 S.Y.
9.Build 5" PCC Concrete Pavement (47B-3000)32.4 S.Y.
10.Build Curb Ramp (Detectable Warning Pad Furnished by City)9 Each
11.Adjust Manhole to Grade 3 Each
12.Adjust Gas or Water Valve to Grade 3 Each
13.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 3" type SLX, and the second or top lift of asphalt
will consist of 1" type SLX, or as directed infield by Engineer.
Contractor to mill width of section to a depth of 4" ± to existing
concrete from Sta. 501+00 to 524+23 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 should notify Engineer in advance, if planning to close
street 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
Station to Station
REMOVE & BUILD 30" COMBINATION CURB & GUTTER
Side L.F.
Station Sq. Yards
REMOVE SIDEWALK
Side Station Each
BUILD CURB RAMP WITH DETECTABLE WARNING
Side
Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY
Station Sq. Yards
BUILD 5" P.C.C. SIDEWALK 47B-3000
Side
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 Sq. Yards
REMOVE SIDEWALK
Side Station Sq. Yards
BUILD 5" P.C.C SIDEWALK 47B-3000
Side Station
BUILD CURB RAMP WITH DETECTABLE WARNING
Side Each
Note: DETECTABLE WARNING PANEL SUPPLIED BY CITY
ENGINEERING DEPT.
CITY OF HASTINGS,
MATERIALS - GENERAL REQUIREMENTS
Asphaltic Concrete
Asphaltic Oil for Tack coat SS1H
Type SPR 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.
CALIFORNIA AVE. - SOUTH STREET TO 2ND STREET
R-2019-R6
1.Cold Milling Class 4 (approximately 5")2196.0 S.Y.
2.Asphaltic Concrete Type SPR 741.0 Tons
3.Asphaltic Cement Performance Graded Binder (58V-34)52.0 Tons
with Evotherm
4.Emulsified Asphalt (SS1H) Tack Coat 643.0 Gal
5.Subgrade Preparation 2196.0 S.Y.
6.8" Stabilized Subgrade, Type C Fly Ash 79.0 Tons
7.Asphaltic Patching Type SPR 50.0 Tons
8.Adjust Manhole to Grade 3 Each
9.Adjust Gas or Water Valve to Grade 1 Each
10.Traffic Control, Barricades, and Maintenance thereof 1 Lump Sum
Millings are to become the property of the contractor.
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 SPR. 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 4" type SPR, and the second or top lift of asphalt
consist of 2" type SPR, or as directed infield by Engineer.
Contractor to mill full depth asphalt section from Sta. 201+00 to
Sta. 209+48 as shown on project cross sections.
Subgrade shall be scarified to a depth of 8" fly ash added,
watered and recompacted to complete stabilization for new area
receiving full depth asphalt.
during the removal of existing asphalt.
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 should notify Engineer in advance, if planning to close
streets 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 SPR (For Info. Only)
Width Station Each
ADJUST MANHOLE TO GRADE
O.S. / Side Station Each
ADJUST WATER VALVE TO GRADE
O.S. / Side
Station to Station Tons
8" FLY ASH STABILIZATION (For Info. Only)
Width Station to Station Tons
SUBGRADE PREPARATION (For Info. Only)
Width Station / Side Subgrade Prep.
ASPHALT INTERSECTION SUMMARY OF QUANTITIES (For Info. Only)
Cold Milling Class 4 8" Fly Ash, Type C SPR
ENGINEERING DEPT.
CITY OF HASTINGS,
MATERIALS - GENERAL REQUIREMENTS
Asphaltic Concrete
Asphaltic Oil for Tack coat SS1H
Type SPR 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.
EAST PARK STREET - PINE AVE. TO DUNCAN FIELD
R-2019-R7
1.Cold Milling Class 4 (approximately 5")2480.0 S.Y.
2.Asphaltic Concrete Type SPR 838.0 Tons
3.Asphaltic Cement Performance Graded Binder (58V-34)60.0 Tons
with Evotherm
4.Emulsified Asphalt (SS1H) Tack Coat 744.0 Gal
5.Subgrade Preparation 2480.0 S.Y.
6.8" Stabilized Subgrade, Type C Fly Ash 87.0 Tons
7.Asphaltic Patching Type SPR 50.0 Tons
8.Adjust Manhole to Grade 1 Each
9.Adjust Gas or Water Valve to Grade 1 Each
10.Traffic Control, Barricades, and Maintenance thereof 1 Lump Sum
Millings are to become the property of the contractor.
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 SPR. 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 4" type SPR, and the second or top lift of asphalt
consist of 2" type SPR, or as directed infield by Engineer.
Contractor to mill full depth asphalt section from Sta. 301+00 to
Sta. 311+49 as shown on project cross sections.
Subgrade shall be scarified to a depth of 8" fly ash added,
watered and recompacted to complete stabilization for new area
receiving full depth asphalt.
during the removal of existing asphalt.
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 should notify Engineer in advance, if planning to close
streets 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 SPR (For Info. Only)
Width Station to Station Tons
8" FLY ASH STABILIZATION (For Info. Only)
Width Station to Station Sq. Yards
SUBGRADE PREPARATION (For Info. Only)
Width
ENGINEERING DEPT.
CITY OF HASTINGS,