Amd_0003_Specifications.pdf

Hamilton City Flood Damage Reduction and Ecosystem Restoration 1578

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Temporary Storm Water Pollution Control

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 42" Sluice Gate

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 42" Flap Gate

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 36" Sluice Gate

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 36" Flap Gate

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Concrete Culvert Risers, Walls, And Headwalls

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Hot Mix Bituminous Pavement

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Clearing and Grubbing

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Topsoil Stripping

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Water Well Abandonment

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Remove Pump

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Remove Waterline

01 22 00 - 1 Amendment 0003

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Deer Fence

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Double Swing Gates

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 "J" Levee Degrade

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Inspection Trench

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 Levee Embankment and Ramps

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 Grass Seeding and Erosion Control

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 Grade Maintenance Roads

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 42" REINFORCED CONCRETE CULVERT

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 36-INCH CONCRETE CULVERT

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 Stone Protection

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.15.4 Way Bills and Delivery Tickets

1.3.16 Riprap

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.16.4 Way Bills and Delivery Tickets

1.3.17 Bedding Material

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.17.4 Way Bills and Delivery Tickets

1.3.18 Aggregate Surface Course

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.18.4 Way Bills and Delivery Tickets

01 22 00 - 2

1.3.19 Aggregate Base Course

1.3.19.1 Payment

1.3.19.2 Measurement

1.3.19.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 22 00 - 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Way Bills and Delivery Tickets

1.2 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed must constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for Contract Line Item Number (CLIN) 0001 "MOBILIZATION AND DEMOBILIZATION" which price will include costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION, including but not limited to: staging areas, drilling, general prep work, field offices and for all other work covered by these specifications. Price will also include any work for installation of temporary fences, Temporary Protective and Security Fencing, fence fabric, posts and fasteners, and the Contracting Officer's Office, as specified in section 01 71 10 MOBILIZATION AND DEMOBILIZATION, as shown on the Drawings, and as specified by the Contracting Officer.

Payment also includes full compensation for all costs associated with mobilization (60 percent) and demobilization (40 percent) with as-built drawings being a subsidiary cost of demobilizations at 0.5 percent of the original conctract award amount.

1.2.1.2 Unit of Measure

Unit of measure: job.

01 22 00 - 4

1.2.2 Temporary Storm Water Pollution Control

1.2.2.1 Payment

Payment will be made for CLIN 0003 "TEMPORARY STORM WATER POLLUTION CONTROL" which price will include all costs of furnishing, placing, and establishing temporary storm water pollution control as specified in section 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 42" Sluice Gate

1.2.3.1 Payment

Payment will be made for CLIN 0016 "42" SLUICE GATE" which price will include costs associated with furnishing and installing vertical lift slide gate and appurtenant items, which includes full compensation for the materials, fabrication, delivery, installation, and testing of vertical lift slide gate and appurtenant items including gate leaf, stem, stem guides, leaf nuts, leaf nut wrench, seal collars, frame, pedestal, for supporting operating machinery, and other appurtenances necessary for complete installation as per section 35 20 17 VERTICAL LIFT AND FLAP GATES and as shown on the Drawings.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 42" Flap Gate

1.2.4.1 Payment

Payment will be made for CLIN 0017 "42" FLAP GATE" which price will include costs associated with furnishing and installing vertical lift slide gate and appurtenant items, which includes full compensation for the materials, fabrication, delivery, installation, and testing of flap gate and appurtenant items including gate leaf, stem, stem guides, leaf nuts, leaf nut wrench, seal collars, frame, pedestal, for supporting operating machinery, and other appurtenances necessary for complete installation as per section 35 20 17 VERTICAL LIFT AND FLAP GATES and as shown on the Drawings.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 36" Sluice Gate

1.2.5.1 Payment

Payment will be made for CLIN 0019 "36" SLUICE GATE" which price will include costs associated with furnishing and installing vertical lift slide gate and appurtenant items, which includes full compensation for the materials, fabrication, delivery, installation, and testing of vertical lift slide gate and appurtenant items including gate leaf, stem, stem guides, leaf nuts, leaf nut wrench, seal collars, frame, pedestal, for

01 22 00 - 5 supporting operating machinery, and other appurtenances necessary for complete installation as per section 35 20 17 VERTICAL LIFT AND FLAP GATES and as shown on the Drawings.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 36" Flap Gate

1.2.6.1 Payment

Payment will be made for CLIN 0020 "36" FLAP GATE" which price will include costs associated with furnishing and installing vertical lift slide gate and appurtenant items, which includes full compensation for the materials, fabrication, delivery, installation, and testing of flap gate and appurtenant items including gate leaf, stem, stem guides, leaf nuts, leaf nut wrench, seal collars, frame, pedestal, for supporting operating machinery, and other appurtenances necessary for complete installation as per section 35 20 17 VERTICAL LIFT AND FLAP GATES and as shown on the Drawings.

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 Concrete Culvert Risers, Walls, And Headwalls

1.2.7.1 Payment

Payment for CLIN 0021 "CONCRETE CULVERT RISERS, WALLS, AND HEADWALLS" will be made for costs associated with providing concrete culvert risers, walls, and headwalls for storm drains placed in the accepted work as specified in section 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE and as shown on the Drawings.

1.2.7.2 Unit of Measure

Unit of measure: job.

1.2.8 Hot Mix Bituminous Pavement

1.2.8.1 Payment

Payment will be made for CLIN 0028 "HOT MIX BITUMINOUS PAVEMENT" which price will include costs associated with furnishing all materials, equipment, performing all labor, and testing for Asphalt Concrete Pavement, tack coats, and lane striping as specified in section 32 12 17 HOT MIX BITUMINOUS PAVEMENT, section 32 12 10 BITUMINOUS TACK COATS, and as shown on the Drawings.

1.2.8.2 Unit of Measure

Unit of measure: job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and

01 22 00 - 6 described below. The unit price and payment made for each item listed must constitute full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Clearing and Grubbing

1.3.1.1 Payment

Payment will be made for CLIN 0002 "CLEARING AND GRUBBING" which price will include costs associated with providing all labor, equipment, tools, supplies, and incidentals necessary to complete the CLEARING AND GRUBBING as specified in section 31 11 00 CLEARING AND GRUBBING.

1.3.1.2 Measurement

Measure the CLEARING AND GRUBBING for payment by the total area, in acres, cleared and grubbed. The basis of measurement will be a survey of the area prior to clearing and grubbing and a second survey of the same area after the completion of the clearing and grubbing. Over clearing and grubbing performed for the convenience of the Contractor must not be measured for payment.

1.3.1.3 Unit of Measure

Unit of measure: acre.

1.3.2 Topsoil Stripping

1.3.2.1 Payment

Payment will be made for CLIN 0004 "TOPSOIL STRIPPING" which price will include costs associated with providing all labor, equipment, tools, supplies, and incidentals necessary to complete the TOPSOIL STRIPPING as specified in section 31 00 00 EARTHWORK. No separate payment will be made for temporary stockpiling and spreading/reuse of the stripped material.

1.3.2.2 Measurement

Measure the topsoil stripping for payment by use of the average end area method. The basis of measurement will be a survey of the area prior to topsoil stripping and a second survey of the same area after the completion of the topsoil stripping. Measurement must include the temporary stockpile and spreading/re-use of the stripped material. Over excavation and topsoil stripping performed for the convenience of the Contractor must not be measured for payment.

1.3.2.3 Unit of Measure

Unit of measure: cubic yard.

1.3.3 Water Well Abandonment

1.3.3.1 Payment

Payment will be made for CLIN 0005 "WATER WELL ABANDONMENT" which price will include costs associated with abandonding water wells and standpipes, including full compensation for furnishing all labor, transportation, 01 22 00 - 7 equipment and material necessary for constructing it as specified in section 31 00 00 EARTHWORK.

1.3.3.2 Measurement

Measurement for WATER WELL ABANDONMENT will be by counting to total number of water wells and standpipes abandoned.

1.3.3.3 Unit of Measure

Unit of measure: Each

1.3.4 Remove Pump

1.3.4.1 Payment

Payment will be made for CLIN 0006 "REMOVE PUMP" which price will include costs associated with pump removal, including full compensation for furnishing all labor, transportation, equipment and material necessary for constructing it as specified.

1.3.4.2 Measurement

Measurement for REMOVE PUMP will be by counting to total number of pumps removed.

1.3.4.3 Unit of Measure

Unit of measure: Each

1.3.5 Remove Waterline

1.3.5.1 Payment

Payment will be made for CLIN 0007 "REMOVE WATERLINE" which price will include costs associated with waterline removal, including full compensation for furnishing all labor, transportation, equipment and material necessary for constructing it as specified.

1.3.5.2 Measurement

Measure the length of waterline removed for REMOVE WATERLINE along the center of the pipe.

1.3.5.3 Unit of Measure

Unit of measure: linear feet

1.3.6 Deer Fence

1.3.6.1 Payment

Payment will be made for CLIN 0008 "DEER FENCE" which price will include costs associated with furnishing, transporting, delivering, and placing Deer Fence, including full compensation for furnishing all labor, transportation, equipment and material necessary for constructing it as specified in section 02 82 10 FENCING and as shown on the Drawings.

01 22 00 - 8

1.3.6.2 Measurement

Measure the length of DEER FENCE installed along the centerlines of the posts from end to end of fence without deductions for gates.

1.3.6.3 Unit of Measure

Unit of measure: linear feet.

1.3.7 Double Swing Gates

1.3.7.1 Payment

Payment will be made for CLIN 0009 "Double Swing Gates" which price will include costs associated with double swing gates installation, including full compensation for furnishing all labor, transportation, equipment and material necessary for constructing it as shown in the Drawings.

1.3.7.2 Measurement

Measurement for DOUBLE SWING GATES will be by counting to total number of double swing gates installed.

1.3.7.3 Unit of Measure

Unit of measure: Each

1.3.8 "J" Levee Degrade

1.3.8.1 Payment

Payment will be made for CLIN 0010 ""J" LEVEE DEGRADE" which price will include costs associated with all labor, equipment, tools, supplies, and incidentals necessary to "J" LEVEE DEGRADE as specified and shown on the plans, temporary stockpile, and re-use or dispose of soil as specified in section 31 00 00 EARTHWORK and as shown on the Drawings.

1.3.8.2 Measurement

Measure the "J" LEVEE DEGRADE for payment by use of the average end area method. The basis of measurement will be a survey of the "J" Levee prior to degrade and a second survey of the same area after the completion of the levee degrade. For areas where lines and grades are shown on the plans, measurement will be limited to those lines and grades. Measurement must include the temporary stockpile and re-use or disposal of the soil removed from the "J" Levee. Slides caused by fault of the Contractor, over excavation, and excavation performed for the convenience of the Contractor must not be measured for payment.

1.3.8.3 Unit of Measure

Unit of measure: cubic yard.

1.3.9 Inspection Trench

1.3.9.1 Payment

Payment will be made for CLIN 0011 "INSPECTION TRENCH" which price will include costs associated with providing all labor, equipment, tools, 01 22 00 - 9 supplies, and incidentals necessary to excavate the INSPECTION TRENCH as specified in section 31 00 00 EARTHWORK and as shown on the Drawings.

1.3.9.2 Measurement

Measure the Inspection Trench for payment by use of the average end area method. The basis of measurement will be a survey of the area after clearing, grubbing, and stripping and prior to the excavation of the inspection trench and a second survey of the same area after the excavation of the inspection trench. Survey cross sections must be taken in sufficient numbers to account for geometric changes in the cross sections but not less than 25-foot increments measured along the levee alignment.

For areas where lines and grades are shown on the plans, measurement will be limited to those lines and grades.

1.3.9.3 Unit of Measure

Unit of measure: cubic yard.

1.3.10 Levee Embankment and Ramps

1.3.10.1 Payment

Payment will be made for CLIN 0012 "LEVEE EMBANKMENT AND RAMPS" which price will include costs associated with providing all labor, equipment, tools, supplies, and incidentals necessary to construct the new LEVEE EMBANKMENT AND RAMPS (including filling the Levee Embankment and Ramps) and the permanent access ramps as specified in section 31 00 00 EARTHWORK and as shown on the Drawings. No separate payment will be made for construction/removal of temporary access ramps for the convenience of the Contractor or for the transport, temporary stockpile, or blending of soils used as embankment fill material.

1.3.10.2 Measurement

Measure the Levee Embankment and Ramps for payment by use of the average end area method. The basis of measurement will be a survey of the area after clearing, grubbing, and stripping and prior afterto the excavation of the inspection trench (where applicable) and prior to placement of the Levee Embankment and Ramps, and a second survey of the same area after the excavationplacement of the Levee Embankment and Ramps. Survey cross sections must be taken in sufficient numbers to account for geometric changes in the cross sections but not less than 25-foot increments measured along the levee alignment. For areas where lines and grades are shown on the plans, measurement will be limited to those lines and grades.

1.3.10.3 Unit of Measure

Unit of measure: cubic yard.

1.3.11 Grass Seeding and Erosion Control

1.3.11.1 Payment

Payment will be made for CLIN 0013 "GRASS SEEDING AND EROSION CONTROL" which price will include costs associated with operations necessary for GRASS SEEDING AND EROSION CONTROL in accordance with section 32 92 33 GRASS SEEDING AND EROSION CONTROL and as directed by the Contracting Officer.

Payment will include, but not be limited to delivery, layout, slope

01 22 00 - 10 preparation, trenching, fabric and material installation, trenching, seeding, mulching, tackifying, repair and reseeding, staking, cleanup, and removal.

1.3.11.2 Measurement

Measure the GRASS SEEDING AND EROSION CONTROL for payment by the total area, in acres, seeded. The basis of measurement will be a survey of the area prior to grass seeding and erosion control and a second survey of the same area after the completion of the grass seeding and erosion control.

Over grass seeding and erosion control performed for the convenience of the Contractor must not be measured for payment.

1.3.11.3 Unit of Measure

Unit of measure: acre.

1.3.12 Grade Maintenance Roads

1.3.12.1 Payment

Payment will be made for CLIN 0014 "GRADE MAINTENANCE ROADS" which price includes costs associated with providing all labor, equipment, materials, tools, supplies, and incidentals necessary to GRADE MAINTENANCE ROADS away from the toe of the levee. as specified. No separate payment will be made for transport or temporary stockpile of soils used to grade the roads.

1.3.12.2 Measurement

Measure for Grade Maintenance Roads for payment by use of the average end area method. The basis of measurement will be a survey of the maintenance roads before grading and a second survey after completion of the grading.

Survey cross sections must be taken in sufficient numbers to account for geometric changes in the cross sections but not less than 25-foot increments measured along the road alignment.

1.3.12.3 Unit of Measure

Unit of measure: cubic yard.

1.3.13 42" REINFORCED CONCRETE CULVERT

1.3.13.1 Payment

Payment will be made for CLIN 0015 "42" REINFORCED CONCRETE CULVERT" which price includes costs associated with providing culverts and all work associated with culvert installation, including but not limited to labor, delivery, layout, and filter material and controlled low strength material (CLSM) placement, placed in the accepted work in accordance with section 33 40 00 STORM DRAINAGE UTILITIES and as shown on the Drawings.

1.3.13.2 Measurement

Measure the length of 42" REINFORCED CONCRETE CULVERT installed along the centerlines of the pipe from end to end of pipe not including the lengths of the concrete culvert risers, walls, and headwalls.

01 22 00 - 11

1.3.13.3 Unit of Measure

Unit of measure: linear feet.

1.3.14 36-INCH CONCRETE CULVERT

1.3.14.1 Payment

Payment will be made for CLIN 0018 "36" REINFORCED CONCRETE CULVERT" which price includes costs associated with providing culverts and all work associated with culvert installation, including but not limited to labor, delivery, layout, and filter material and controlled low strength material (CLSM) placement, placed in the accepted work in accordance with section 33 40 00 STORM DRAINAGE UTILITIES and as shown on the Drawings.

1.3.14.2 Measurement

Measure the length of 36" REINFORCED CONCRETE CULVERT installed along the centerlines of the pipe from end to end of pipe not including the lengths of the concrete culvert risers, walls, and headwalls.

1.3.14.3 Unit of Measure

Unit of measure: linear feet.

1.3.15 Stone Protection

1.3.15.1 Payment

Payment will be made for CLIN 0026 "STONE PROTECTION" which price will include costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the STONE PROTECTION as specified in section 02 29 00 STONE PROTECTION and as shown on the Drawings..

1.3.15.2 Measurement

Measure stone protection for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and round the final quantity of each truckload to the nearest whole ton. Weigh empty vehicles used for hauling materials daily, at such time as desired, and each must bear a plainly legible identification mark.

1.3.15.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.3.15.4 Way Bills and Delivery Tickets

Submit copies of way bills or delivery tickets daily during the progress of the work. Furnish the scale tickets for each load of material weighed, date, time, and location of loading. Deliver individual tickets at the time of delivery or at the end of each work shift. Furnish a master log of all vehicle loadings for each day of loading operations. File the master log of loadings, certified way bills and/or certified delivery tickets.

Prior to final payment, furnish written certification that the material recorded on the submitted way bills and/or certified tickets was actually used in the construction covered under this contract.

01 22 00 - 12

1.3.16 Riprap

1.3.16.1 Payment

Payment will be made for CLIN 0027 "RIPRAP" which price will include costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the riprap as specified in section 02 29 00 STONE PROTECTION and as shown on the Drawings.

1.3.16.2 Measurement

Measure riprap for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and round the final quantity of each truckload to the nearest whole ton. Weigh empty vehicles used for hauling materials daily, at such time as desired, and each must bear a plainly legible identification mark.

1.3.16.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.3.16.4 Way Bills and Delivery Tickets

Submit copies of way bills or delivery tickets daily during the progress of the work. Furnish the scale tickets for each load of material weighed, date, time, and location of loading. Deliver individual tickets at the time of delivery or at the end of each work shift. Furnish a master log of all vehicle loadings for each day of loading operations. File the master log of loadings, certified way bills and/or certified delivery tickets.

Prior to final payment, furnish written certification that the material recorded on the submitted way bills and/or certified tickets was actually used in the construction covered under this contract.

1.3.17 Bedding Material

1.3.17.1 Payment

Payment will be made for CLIN 0028 "BEDDING MATERIAL" which price will include costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the BEDDING MATERIAL as specified in section 02 29 00 STONE PROTECTION and as shown on the Drawings.

1.3.17.2 Measurement

Measure bedding material for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and round the final quantity of each truckload to the nearest whole ton. Weigh empty vehicles used for hauling materials daily, at such time as desired, and each must bear a plainly legible identification mark.

1.3.17.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.3.17.4 Way Bills and Delivery Tickets

Submit copies of way bills or delivery tickets daily during the progress of the work. Furnish the scale tickets for each load of material weighed, date, time, and location of loading. Deliver individual tickets at the

01 22 00 - 13 time of delivery or at the end of each work shift. Furnish a master log of all vehicle loadings for each day of loading operations. File the master log of loadings, certified way bills and/or certified delivery tickets.

Prior to final payment, furnish written certification that the material recorded on the submitted way bills and/or certified tickets was actually used in the construction covered under this contract.

1.3.18 Aggregate Surface Course

1.3.18.1 Payment

Payment will be made for CLIN 0026 "AGGREGATE SURFACE COURSE" which price will include costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the AGGREGATE SURFACE COURSE, including furnishing all labor and incidentals necessary to complete the work as specified in section 32 15 00 AGGREGATE SURFACE COURSE and as shown on the Drawings.

1.3.18.2 Measurement

Measure aggregate surface course for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and round the final quantity of each truckload to the nearest whole ton. Weigh empty vehicles used for hauling materials daily, at such time as desired, and each must bear a plainly legible identification mark.

1.3.18.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.3.18.4 Way Bills and Delivery Tickets

Submit copies of way bills or delivery tickets daily during the progress of the work. Furnish the scale tickets for each load of material weighed, date, time, and location of loading. Deliver individual tickets at the time of delivery or at the end of each work shift. Furnish a master log of all vehicle loadings for each day of loading operations. File the master log of loadings, certified way bills and/or certified delivery tickets.

Prior to final payment, furnish written certification that the material recorded on the submitted way bills and/or certified tickets was actually used in the construction covered under this contract.

1.3.19 Aggregate Base Course

1.3.19.1 Payment

Payment will be made for CLIN 0027 "AGGREGATE BASE COURSE" which price will include costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the AGGREGATE BASE COURSE, including furnishing all labor and incidentals necessary to complete the work as specified in section 32 11 23 AGGREGATE BASE COURSE and as shown on the Drawings.

1.3.19.2 Measurement

Measure the surface area of AGGREGATE BASE COURSE completed in-place and accepted.

01 22 00 - 14

1.3.19.3 Unit of Measure

Unit of measure: square yards.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

01 22 00 - 15

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SUMMARY

1.2 PAYMENT

1.3 REFERENCES

1.4 DEFINITIONS

1.4.1 Environmental Pollution and Damage

1.4.2 Environmental Protection

1.4.3 Contractor Generated Hazardous Waste

1.4.4 Land Application for Discharge Water

1.4.5 Pests

1.4.6 Surface Discharge

1.4.7 Waters of the United States

1.4.8 Wetlands

1.4.8.1 Hard Barrier

1.5 REGULATIONS

1.6 SUBMITTALS

1.7 NOTIFICATION

1.8 ENVIRONMENTAL PROTECTION PLAN

1.8.1 Compliance

1.8.2 Contents

1.8.3 Appendix

1.9 LAND RESOURCES

1.9.1 General

1.9.1.1 Work Areas

1.9.1.2 Pre-Construction Survey

1.9.2 Prevention Of Landscape Defacement

1.9.3 Restoration Of Landscape Damage

1.9.4 Damage to Vegetation

1.9.5 Post-Construction Cleanup

1.9.5.1 Post-Construction Survey

1.10 PROTECTION OF WATER RESOURCES

1.10.1 General

1.10.2 Spillages

1.10.3 Disposal

1.10.4 Imported Fill Materials

1.11 AIR RESOURCES

1.11.1 Particulates

1.11.2 Emissions From Motorized Equipment

1.11.3 Burning

1.11.4 Pre-Construction Air Quality Mitigation Report and Air Quality

Mitigation

1.11.5 Air Quality Mitigation Report and Air Quality Mitigation

1.11.5.1 Air Quality Permit

1.12 DUST CONTROL

1.13 SPEED LIMITS AND NOISE CONTROL

1.13.1 Speed Limits

1.13.2 Sound Intrusions

1.13.3 Equipment Noise Emission Muffling

1.13.4 Limits On Hours Of Operation

01 57 20 - 1

1.14 PROTECTION OF FISH AND WILDLIFE

1.14.1 Species and Habitats Of Special Concern

1.14.2 Construction Avoidance and Minimization Measures

1.14.2.1 Western Yellow Billed Cuckoo

1.14.2.2 Giant Garter Snake

1.15 ELDERBERRY SHRUBS

1.16 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

1.17 TRAINING OF CONTRACTOR PERSONNEL

1.18 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS

3.2 LAND RESOURCES

3.2.1 Work Area Limits

3.2.2 Landscape

3.2.3 Erosion and Sediment Controls

3.2.3.1 Water Quality Reports

3.2.4 Contractor Facilities and Work Areas

3.3 WATER RESOURCES

3.3.1 Water For Construction Activities

3.4 AIR RESOURCES

3.4.1 Particulates

3.4.2 Odors

3.4.3 Sound Intrusions

3.4.4 Burning

3.5 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.5.1 Solid Wastes

3.5.2 Chemicals and Chemical Wastes

3.5.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

3.5.4 Fuel and Lubricants

3.5.5 Waste Water

3.6 RECYCLING AND WASTE MINIMIZATION

3.7 PREVIOUSLY USED EQUIPMENT

3.8 MAINTENANCE OF POLLUTION FACILITIES

3.9 TRAINING OF CONTRACTOR PERSONNEL

3.10 POST CONSTRUCTION CLEANUP

-- End of Section Table of Contents --

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SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SUMMARY

Perform the work minimizing environmental pollution and damage as the result of construction operations. Comply with all applicable environmental Federal, State, and local laws and regulations. Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the utility of the environment for aesthetic, cultural and/or historical purposes. The control of environmental pollution and damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, as well as other pollutants. Protect the environmental resources within the project boundaries and those affected outside the limits of permanent work during the entire duration of this contract. Ensure compliance with this section by all subcontractors.

1.2 PAYMENT

No separate payment will be made for the work covered under this section and all costs in connection therewith will be considered a subsidiary obligation of the Contract.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 13 CCR 2450-2466 Portable Equipment and Engine Registration

CARB 13 CCR 2485 Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling

CARB 17 CCR 93105 (2001) Asbestos ATCM for Construction, Grading, Quarrying, and Surface Mining Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

WETLAND MANUAL Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1

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U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 328 Definitions of Waters of the United States

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

49 CFR 171 - 178 Hazardous Materials Regulations

1.4 DEFINITIONS

1.4.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.4.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.4.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners, excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.4.4 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.4.5 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that

01 57 20 - 4 adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.4.6 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.4.7 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.4.8 Wetlands

Wetlands means those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with

WETLAND MANUAL.

1.4.8.1 Hard Barrier

A "hard barrier" as it pertains to protection of designated trees and vegetation are concrete "K" or "Jersey" rails.

1.5 REGULATIONS

In order to prevent, abate, and control any environmental pollution arising from the construction activities under this contract, the Contractor and his subcontractors in the performance thereof must comply with all applicable Federal, State, and local laws, and regulations concerning threatened and endangered species, environmental resource protection, environmental pollution control and abatement, and all applicable provisions of EM 385-1-1 in effect on the date of solicitation, as well as the specific requirements stated elsewhere in these specifications. All Construction activity is subject to Federal Environmental laws including, but not limited to: The National Environmental Policy Act (NEPA);

Endangered Species Act (ESA); National Historic Preservation Act (NHPA);

Resource Conservation and Recovery Act (RCRA); Clean Water Act (CWA);

Migratory Bird Treaty Act (MBTA); Safe Drinking Water Act (SDWA). Obtain all needed permits except the Biological Opinions under section 7 of the endangered species act, Clean Water Act section 401 certification.

National Historic Preservation Act section 106 clearances, comply with the requirements of these permits and are available upon request.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with SECTION 01 33 00, SUBMITTAL PROCEDURES:

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SD-01 Preconstruction Submittals

Environmental Protection Plan; G, DO

Pre-Construction Air Quality Mitigation Report and Air Quality Mitigation; G, DO

Air Quality Mitigation Report and Air Quality Mitigation; G, DO

Air Quality Analysis; G, DO

Air Quality Permit;

Comprehensive Inventory of All Off-Road Construction Equipment; G, DO

Pre-Construction Survey Report

SD-06 Test Reports

Non-Hazardous Solid Waste Diversion Report

Imported Fill Materials Test Results; G, DO

Water Quality Reports

SD-11 Closeout Submittals

Post-Construction Survey Report

1.7 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with the Federal, State or local laws or regulations, permits, and other elements of the Contractor's Environmental Protection Plan. After receipt of such notice, inform the Contracting Officer of proposed corrective action and take such action when approved.

Upon failure to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions will be granted or costs or damages allowed for any such suspensions.

If work is suspended, delayed, or interrupted due to a court order of competent jurisdiction, the Contracting Officer will determine whether the order is due in any part to the acts or omissions of the Contractor, or subcontractors at any tier, not required by the terms of the contract. If it is determined that the order is not due to Contractor's failing, such suspension, delay, or interruption must be considered as ordered by the Contracting Officer in the administration of the contract.

1.8 ENVIRONMENTAL PROTECTION PLAN

Prior to commencement of construction activities or delivery of materials to the site, submit an Environmental Protection Plan for approval. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan as outlined in this section. Address

01 57 20 - 6 each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but are considered necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Contractor's Environmental Plans. The Environmental Protection Plan must be current and maintained onsite by the Contractor. The environmental monitor will report any violations or concerns affecting the environment such as; spills, sightings of listed endangered species in or near the work area, conditions of the protective fencing, damage to terrestrial and aquatic habitat, plus any other environmental issues discussed in these specifications. Meet with representatives of the Contracting Officer to alter the environmental protection plan as needed for compliance with the environmental pollution control program.

1.8.1 Compliance

No requirement in this Section will relieve the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor will be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.8.2 Contents

Include in the environmental protection plan, but not limit it to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control and abatement that are applicable to the Contractor's proposed operations and the requirements imposed by those laws, regulations, and permits.

f. Methods for protection of features to be preserved within authorized work areas such as trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archaeological, and cultural resources.

g. Procedures to be implemented to provide the required environmental protection, to comply with the applicable laws and regulations, and to correct pollution due to accident, natural causes, or failure to follow the procedures of the environmental protection plan.

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h. A contamination prevention section listing all potentially hazardous petroleum products and toxic materials to be used on the job site and corresponding provisions to be taken to prevent accidental or intentional introduction of such materials into any waterway, the air, or the ground. This section must include plans for preventing polluted runoff from plant, equipment parking, and maintenance areas from entering directly into local water bodies.

i. A contaminant cleanup section including the procedures, instructions, and reports to be used. This section must include as a minimum:

- The name of the individual who will report any spills, be responsible for implementing and supervising containment and cleanup, and will follow-up with complete documentation.

- The methods and procedures to be used for expeditious cleanup.

j. Non-Hazardous Solid Waste Diversion Report which indicate the location and type of solid waste disposal area. List wastes to be disposed.

k. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials.

l. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

m. A waste water management plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines. If a settling/retention pond is required, the plan must include the design of the pond including drawings, removal plan, and testing requirements for possible pollutants. If land application will be the method of disposal for the waste water, the plan must include a sketch showing the location for land application along with a description of the pretreatment methods to be implemented. If surface discharge will be the method of disposal, include a copy of the permit and associated documents as an attachment prior to discharging the waste water. If disposal is to a sanitary sewer, the plan must include documentation that the Waste Water Treatment Plant Operator has approved the flow rate, volume, and type of discharge.

n. A historical, archaeological, cultural resources biological resources and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands known to be on the project site: and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources and wetlands not previously known to be onsite or in the area are discovered during construction.

Include in the plan methods to assure the protection of known or discovered resources, identifying lines of communication between Contractor personnel and the Contracting Officer.

o. The traffic control plan must include all intended haul routes, location of signage, location of flaggers, approved permits, documentation of coordination with local and state agencies, location of potential traffic delays to vehicle and pedestrian traffic.

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p. Methods of protecting surface and ground water during construction activities.

q. Plan showing the proposed activity in each portion of the work area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas. The plan must also include details on where construction fencing will be placed.

r. Drawing of borrow area location. Protection measures required at the work site must apply to the borrow areas including final restoration for subsequent beneficial use of the land.

s. A recycling and waste prevention plan with a list of measures to reduce consumption of energy and natural resources; for example: the possibility to shred fallen trees and use them as mulch must be considered as an alternative to burning or burial.

t. A wind and water erosion control section for any construction which will disturb the earth's surface and could introduce turbidity into water courses or dust into the air. This section must include the Contractor's plan for controlling erosion and disposing of wastes including surface drainage from cuts, fills, borrow, and waste disposal areas. Temporary erosion and sediment control measures such as seeding, mulching, sprinkling, and installing temporary ditches, dikes, drains, or sedimentation basins must be identified. Elements of this plan must include provisions for responding to increases in river stage and local precipitation during construction.

u. A time schedule specifying the approximate time of expected or possible turbidity generating activities.

1.8.3 Appendix

Attach to the Environmental Protection Plan, as an appendix, copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents.

1.9 LAND RESOURCES

1.9.1 General

The requirements described here are intended to supplement and clarify the requirements of the following Contract Clauses: PROTECTION OF EXISTING

VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS; OPERATIONS

AND STORAGE AREAS; and CLEANING UP.

1.9.1.1 Work Areas

Do not work outside of the work areas or access routes.

1.9.1.2 Pre-Construction Survey

Prior to starting any on-site construction activities, make a existing conditions survey and prepare a brief report indicating on a layout plan the condition of trees, shrubs and grassed areas immediately adjacent to work sites and adjacent to the assigned storage areas and access routes as applicable. Include digital photographs, producing color prints in 3 X 5 format to reflect pre-clearing conditions along the limits of construction. Key photographs to a map showing the location where the

01 57 20 - 9 photograph was taken. Include photographs of ramps, preservation fencing, stairways and landings, trees, and elderberry plants adjacent to ramps showing evidence of high visibility marking (flagging), and debris within the stockpile areas. This report will be signed by both the Contracting Officer and the Contractor upon mutual agreement as to its accuracy and completeness. Provide two copies of the Pre-Construction Survey Report including all required photographs at least 7 calendar days prior to the start of any construction operations.

1.9.2 Prevention Of Landscape Defacement

Confine all activities to Work Areas as defined herein. Do not remove or trim existing vegetation unless designated herein or shown on the drawings. Prior to the beginning of any construction, the Contracting Officer will clearly identify and mark, the land resources (including trees, shrubs, vines, grasses, land forms, monuments and markers, and other landscape features indicated on the drawings or specified herein) to be preserved within and adjacent to the work areas. Install preservation fencing in accordance with paragraph 3.5 of SECTION 01 50 00, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. Train personnel on the purpose for marking and/or protecting particular objects.

Except in areas indicated on the drawings or specified to be cleared, do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without permission. Do not fasten to or attach ropes, cables, or guys to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, first wrap the trunk with a sufficient thickness of burlap or rags over which softwood cleats must be tied before any rope, cable, or wire is placed. The Contractor is responsible for any damage resulting from such use. Where vegetation may possibly be defaced, bruised, injured, or otherwise damaged by the Contractor's equipment or by his dumping, or other operations, the Contracting Officer may direct the Contractor to protect such vegetation by placing boards, planks, or poles around it.

When earthwork operations…