Combination Set 2.pdf

TABLE OF CONTENTS

SPECIFICATIONS

SECTION 01 10 00 SUMMARY OF WORK

SECTION 01 31 13 PROJECT COORDINATION

SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION SHORT FORM

SECTION 01 32 10 CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 35 13 SPECIAL PROJECT PROCEDURES

SECTION 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

SECTION 01 35 29 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

SECTION 01 45 00 QUALITY CONTROL

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 71 23 FIELD ENGINEERING

SECTION 01 71 33 PROTECTION OF ADJACENT CONSTRUCTION

SECTION 01 74 00 CLEANING AND WASTE MANAGEMENT

SECTION 01 77 00 CLOSEOUT PROCEDURES

SECTION 02 31 00.13 SUBSURFACE UTILITY INVESTIGATION

SECTION 02 40 00 DEMOLITION

SECTION 03 00 00 CONCRETE

SECTION 03 37 13 SHORTCRETE

SECTION 04 00 00 MASONRY

SECTION 04 20 00 UNIT MASONRY

SECTION 05 12 00 STRUCTURAL STEEL FRAMING

SECTION 05 12 00.10 STRUCTURAL STEEL ERRETION

SECTION 05 50 00 METAL FABRICATION

SECTION 05 51 19 METAL GRATING STAIRS

SECTION 05 52 00 METAL RAILINGS

SECTION 06 03 00 CONSERVATION TREATMENT FOR PERIOD WOOD

SECTION 06 10 00 ROUGH CARPENTRY

SECTION 0610 53 MISCELLANEOUS ROUGH CARPENTRY

SECTION 06 40 00 ARCHITECTURAL WOODWORK

SECTION 06 40 23 INTERIOR ARCHITECTURAL WOODWORK

SECTION 06 46 00 WOOD TRIM

SECTION 06 60 00 FIBERGLASS REINFORCED POLYMER

SECTION 07 54 16 ETHYLENE INTERIORPOLYMER (KEE) ROOFING

SECTION 07 84 13 PENETRATION FIRESTOPING

SECTION 07 92 00 JOINT SEALANTS

SECTION 09 29 00 GYPSUM BOARD

SECTION 09 91 00 PAINTING

SECTION 09 91 23 INTERIOR PAINTING

SECTION 13 34 19 METAL BUILDING SYSTEM

SECTION 13 34 23.10 GOVERNMENT FURNISHED SHELTERS

SECTION 13 34 23.20 GOVERNMENT FURNISHED GS ANTENNAS

SECTION 13 36 00.10 LIR POLES

SECTION 21 12 00 FIRE-SUPRESSION STANDPIPES

SECTION 21 13 00 FIRE-SUPRESSION SPRINKLER SYSTEM

SECTION 21 13 13 WET-PIPE SPRINKLER SYSTEMS

SECTION 21 13 19 PR-ACTION SPRINKLER SYSTEMS

SECTION 21 16 00 FIRE-SUPRESSION PRESSURE MAINTENANCE PUMPS

SECTION 22 05 00 COMMON WORK RESULTS FOR PLUMBING

SECTION 22 05 18 ESCUTCHEONS FOR PLUMBING PIPING

SECTION 22 11 16 DOMESTIC WATER PIPING

SECTION 22 13 16 SANITARY WASTE AND VENT PIPING

SECTION 22 33 00 ELECTRIC, DOMESTI- WATER HEATRS

SECTION 22 41 00 RESIDENTIAL PLUMBING FIXTURES

SECTION 23 01 00 COMMON WORK RESULTS FOR HVAC

SECTION 23 01 30.52 EXISTING HVAC AIR DISTRIBUTION SYSTEM CLEANING

SECTION 23 05 00 COMMON WORK RESULTS FOR HVAC

SECTION 23 05 13 MOTOR REQUIEMENTS

SECTION 23 05 29 HANGERS AND SUPPORTS

SECTION 23 05 48 VIBRATION AND SEISMIC

SECTION 23 05 53 IDENTIFICATION

SECTION 23 05 93 TESTING

SECTION 23 07 00 HVAC INSULATION

SECTION 23 07 13 DUCT INSULATION

SECTION 23 08 20 HVAC COMMISSION GENERAL

SECTION 23 08 21 HVAC COMMISSION SYSTEMS

SECTION 23 09 00 INSTRUMENTATIONAND CONTROL FOR HVAC

SECTION 23 09 23 DIRECT DIGITAL CONTROLS

SECTION 23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS

SECTION 23 23 00 REFRIGERANT PIPING

SECTION 23 31 13 METAL DUCTS (1)

SECTION 23 33 00 AIR DUCT ACCESSORIES

SECTION 23 36 00 AIR TERMINAL UNITS

SECTION 23 37 13 DIFFUSERS AND GRILLS

SECTION 23 37 13.23 REGISTERS AND GRILLES

SECTION 23 74 16.13 PACKAGED, LARGE CAPACITY, ROOFTOP

AIR-CONDITIONING UNITS

SECTION 23 81 19 SELF-CONTAINED ACS

SECTION 23 81 19 SELF-CONTAINED ACS

SECTION 23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS

SECTION 23 82 16 AIR COILS

SECTION 23 85 00 ELECTRIC HEATING UNITS

SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

SECTION 26 05 00.10 BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 26 05 05 SELECTIVE DEMOLITION FOR ELECTRICAL

SECTION 26 05 13 MEDIUM VOLTAGE CABLES

SECTION 26 05 19 LOW VOLTAGE CABLES

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 33.10 UNDERGROUND CONDUITS FOR ELECTRICAL SYSTEMS

SECTION 26 05 53 IDENTIFICATION OF ELECTRICAL SYSTEMS

SECTION 26 08 00.13 TESTING AND INSPECTING ELECTRICAL EQUIPMENT

SECTION 26 22 13 LOW VOLTAGE DISTRIBUTION TRANSFORMERS

SECTION 26 24 16 PANELBOARDS

SECTION 26 27 26 LOW VOLTAGE WIRING DEVICES

SECTION 26 28 00 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 26 28 13 FUSES

SECTION 26 41 00 FACILITY LIGHTNING PROTECTION

SECTION 26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

SECTION 26 51 00 INTERIOR LIGHTING

SECTION 26 56 00 EXTERIOR LIGTING

SECTION 27 13 23.23 COMMUNICATIONS OPTICAL FIBER INSTALLATION

SECTION 31 00 00 EARTH WORK

SECTION 31 23 00 EXCAVATION AND FILL

SECTION 31 25 00 EROSION AND SEDIMENT CONTROLS

SECTION 32 12 16 ASPHALT PAVING

SECTION 32 15 40 CRUSHED STONE SURFACING

SECTION 32 31 00 CHAIN LINK FENCES AND GATES

SECTION 32 92 19 SEEDING

SECTION 32 92 23 SODDING

SECTION 33 05 23 TRENCHLESS UTILITY INSTALLATION

SECTION 33 05 23.13 UTILITY HOROZONTIAL DIECTIONAL DRILLING

SECTION 33 40 00 STORM DRAINAGE UTILITIES

SECTION 33 71 49.43 UNDERGROUND LOW-VOLTAGE WIRING

ATTACHMENTS:

A – LIST OF PROJECT DRAWINGS

B – AC 150/5370-2E OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION

C– FAA-STD-019f LIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING AND

SHEILDING REQUIREMENTS FOR FACILITIES AND ELECTRONIC

EQUIPMENT

D – FAA 1391d INSTALLATION AND SPLICING OF UNDERGROUND CABLES

E – FAA-C-1217G ELECTRICAL WORK, INTERIOR

F – FAA FORM 6030-17 TECHNICAL REFERENCE DATA RECORD

G – FAA ORDER JO 6950.22A MAINTENANCE OF ELECTRICAL POWER CABLES

H – FAA ORDER JO 6000-204 MAINTENANCE OF NATIONAL AIRSPACE SYSTEM (NAS)

TELECOMMUNICATIONS SERVICES

I – NDP OAS 2.5 HVAC CONTROL PANEL SUMMARY SPECIFICATION

J – NDP OAS 2.5 HVAC CONTROL PANEL USE MANUAL

[Project Name] } SUBSURFACE UTILITY INVESTIGATION

[City], [ShortState] 02 31 00.13 - 1

SECTION 02 31 00.13

SUBSURFACE UTILITY INVESTIGATION

PART-1 GENERAL

1.1 WORK INCLUDED

All underground utilities in the work area must be positively identified by a third party, independent, private utility locating company in addition to any utility owner locating service and coordinated with the Airport and the FAA.

This section includes all labor, materials and equipment necessary to establish and ensure the exact location and depth of each existing underground facility/utility, including but not limited to existing electrical, communication conduit direct FAA buried cables, fuel & gas lines, water storm and any other existing underground facility.

This section shall also include the maintaining of open communication beginning at the planning stage and continuing to the completion of the project. No trenching or excavation work shall be performed by the Subcontractor unless the site has been surveyed and utilities marked by a utility designator firm.

1.2 DEFINITIONS

A. Excavation: The procedure that includes all activities where the earth is disturbed by mechanical or non-mechanical methods. These methods shall include excavating, trenching, pneumatic/vacuum exploratory extraction (potholing), vertical and horizontal boring, directional drilling and any other ground penetrations and the digging of postholes and the driving of ground rods.

B. High Priority: Any utility that, if damaged, would disrupt the normal airport operations and/or any utility designated “high priority” by its operator/owner.

C. Utility: Any underground facility/utility including telephone, power, water, gas, sewer, storm water, and FAA communications/electronics. Utility owners include the telephone company;

electrical power service; sewer, water and gas utilities; airport operations (lighting and power) and the FAA (power and control).

1.3 RELATED DOCUMENTS

[Section 01 10 00 SUMMARY OF WORK] [Section 01 33 00 SUBMITTAL PROCEDURES]

1.4 SCHEDULING

Complete all subsurface utility explorations and obtain written permission to proceed from Parsons WRPM prior to start of any excavation work.

1.5 QUALITY CONTROL

Provide proposed foundation and trench profiles to Parsons WRPM for verification. The cost of all labor, materials and equipment necessary to remove, repair and/or reconstruct any of the work due to inaccurate information or damage to the existing under ground facility or electrical conduit/cable by the subSubcontractor shall be at the subSubcontractor’s expense.

1.5.1 UTILITY LOCATION VERIFICATION

Physically verify underground utility locations, including utility depth, by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within [five] feet of the underground system.

[City], [ShortState] 02 31 00.13 - 2

1.5.2 UTILITIES WITHIN AND UNDER CONCRETE, BITUMINOUS ASPHALT, AND OTHER

IMPREVIOUS SURFACES

Utilities located within and under concrete slabs or pier structures, bridges, parking areas, and the like, are extremely difficult to identify. Whenever contract work involves chipping, saw cutting, or core drilling through concrete, bituminous asphalt or other impervious surfaces, the existing utility location must be coordinated with local utility departments in addition to location and depth verification by a third party, independent, private locating company. The third party, independent, private locating company shall locate utility depth by use of Ground Penetrating Radar (GPR), X-ray, bore scope, or ultrasound prior to the start of demolition and construction. Outages to isolate utility systems must be used in coordination with Parsons WRPM in circumstances where utilities are unable to be positively and confidently identified. The use of historical drawings does not alleviate the Subcontractor from meeting this requirement.

1.5.3 RESTORATION OF SERVICE

SubSubcontractor shall be responsible for prompt restoration of service to any facility impacted by construction operations. SubSubcontractor shall immediately repair any damage done to utilities or cables within the work area. A certified splicer shall be on site continuously to splice cables that have been damaged. FAA cables shall be repaired to the standards described in FAA Specifications, [FAA-C-1391d, INSTALLATION AND SPLICING OF UNDERGROUND CABLES].

1.6 SUBMITTALS

Parsons approval is required for all submittals listed in this section. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

A. Name, address and capabilities of the Utility Designator Firm. Firm shall have a minimum of three years experience locating underground utilities.

B. [Five (5) ] copies of drawings showing all underground utilities which cross each proposed excavation location.

C. Proposed foundation and trench profiles.

PART-2 PRODUCTS [NOT USED]

PART-3 EXECUTION

3.1 GENERAL

A. The locations and top elevations of each existing utility shall be established relative to a taxiway, runway or roadway edge along each proposed excavation. This information shall be transmitted to the Parsons WRPM for evaluation of the proposed foundation/trench profile. The demolition or excavation of existing airfield pavement, roadways or pavement of any kind shall not be allowed during this operation. Refer to Section 01 10 00, SUMMARY OF WORK for runway safety area and taxiway object free area restrictions on work under this item.

B. Obtain utility locations from all utility owners. Contact the FAA for its utility locations and provide a minimum of 72 hours advance notice. Contact local One-Call for commercial utility marking and Airport Authority Maintenance for airport utilities.

C. Excavate only by hand when within [five feet (5’) ]of marked existing utility services. 10’ minimum separation is required for trenches running parallel to an existing utility.

D. The necessary personnel, materials, and equipment shall be present for each exploration in the event of cable damage.

[City], [ShortState] 02 31 00.13 - 3

3.2 PROCEDURE

The following procedures shall be required for all excavation [, trenching and digging] activities:

A. Designate the route and/or construction area, to be excavated using white pre-marking paint prior to the arrival of the locators (Utility Designator Firm) and contacts the One-Call System, the Airport Officials, and the local FAA.

B. Ensure that all Airport officials, FAA technicians, and One-Call System utilities performing location services mark the entire path in the construction area. Further ensure that all utility Owner/Operators have located their utilities and that their utilities are properly marked.

C. Be aware of the designated color for each utility as indicated by the Parsons WRPM. If a particular marking fades or is destroyed prior to excavation, contact the appropriate utility location service to remark any underground utilities prior to the start of excavation.

D. After completion of the utility locations described above, hire a certified independent third party utility location service utilizing electromagnetic and ground penetration radar to search the entire excavation area to confirm the locations of the marked utilities and to identify any additional unidentified utilities that may be in this area. The independent utility locator may use different methods, however, they must be substantiated as the best method for the site to best locate the utilities.

E. Require that the independent utility location service provide a written report documenting the subsurface utility search results. Provide the Parsons WRPM with a copy of this report prior to any excavation. The Parsons WRPM shall provide a copy of this report to the local airport authority, and the local FAA point of contact for their review prior to the start of any excavation.

F. If an unknown utility is discovered during the locating phase, notify the Parsons WRPM. The Parsons WRPM will contact the local FAA, and Airport Authority to determine if there is an impact on design and to receive direction on how to proceed.

G. Maintain a current list of names and phone numbers of the One-Call System, and emergency numbers.

H. Verify and mark locations of disconnects and shut-off valves.

I. Determine facilities that are serviced by identified utilities and notify users of excavation work that will be performed on or near those utilities.

J. If “high priority” facility lines are identified during the utility location phase, then, notify a representative of the agency responsible for that utility. Request an utility owner’s representative to be onsite during any excavation within the greater of five feet (5’) or the minimum distance recommended by the utility.

K. Accomplish all excavation within the tolerance zone established by the specifications, the responsible utility, and/or ground penetrating radar location service, by hand digging or pneumatic vacuum extraction.

L. If an underground facility or utility that was previously marked is not found, stop the excavation immediately. Contact Parsons WRPM, and the appropriate owner/operator of the utility directly or through the One-Call System.

M. Notify the Parsons WRPM, the Airport, the FAA, the One-Call System, and the Owner/Operator of any underground facility or utility that is discovered as damaged, or has been damaged or contacted during the excavation.

N. The SubSubcontractor shall take care to maintain due diligence not to damage existing facilities and utilities during backfill and compaction.

3.3 INSPECTIONS

A. Prior to any excavation, all control points established per the Risk Management Plan shall be inspected by the Parsons RE.

3.4 UNKNOWN UTILITIES

A. If unknown and unmarked utilities are encountered during excavation, immediately notify Parsons RE of the location and type of utility encountered.

[City], [ShortState] 02 31 00.13 - 4

END OF SECTION

[City], [ShortState] 02 31 00.13 - 1

SECTION 02 31 00.13

SUBSURFACE UTILITY INVESTIGATION

PART-1 GENERAL

1.1 WORK INCLUDED

All underground utilities in the work area must be positively identified by a third party, independent, private utility locating company in addition to any utility owner locating service and coordinated with the Airport and the FAA.

This section includes all labor, materials and equipment necessary to establish and ensure the exact location and depth of each existing underground facility/utility, including but not limited to existing electrical, communication conduit direct FAA buried cables, fuel & gas lines, water storm and any other existing underground facility.

This section shall also include the maintaining of open communication beginning at the planning stage and continuing to the completion of the project. No trenching or excavation work shall be performed by the Subcontractor unless the site has been surveyed and utilities marked by a utility designator firm.

1.2 DEFINITIONS

A. Excavation: The procedure that includes all activities where the earth is disturbed by mechanical or non-mechanical methods. These methods shall include excavating, trenching, pneumatic/vacuum exploratory extraction (potholing), vertical and horizontal boring, directional drilling and any other ground penetrations and the digging of postholes and the driving of ground rods.

B. High Priority: Any utility that, if damaged, would disrupt the normal airport operations and/or any utility designated “high priority” by its operator/owner.

C. Utility: Any underground facility/utility including telephone, power, water, gas, sewer, storm water, and FAA communications/electronics. Utility owners include the telephone company;

electrical power service; sewer, water and gas utilities; airport operations (lighting and power) and the FAA (power and control).

1.3 RELATED DOCUMENTS

[Section 01 10 00 SUMMARY OF WORK] [Section 01 33 00 SUBMITTAL PROCEDURES]

1.4 SCHEDULING

Complete all subsurface utility explorations and obtain written permission to proceed from Parsons WRPM prior to start of any excavation work.

1.5 QUALITY CONTROL

Provide proposed foundation and trench profiles to Parsons WRPM for verification. The cost of all labor, materials and equipment necessary to remove, repair and/or reconstruct any of the work due to inaccurate information or damage to the existing under ground facility or electrical conduit/cable by the subSubcontractor shall be at the subSubcontractor’s expense.

1.5.1 UTILITY LOCATION VERIFICATION

Physically verify underground utility locations, including utility depth, by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within [five] feet of the underground system.

[City], [ShortState] 02 31 00.13 - 2

1.5.2 UTILITIES WITHIN AND UNDER CONCRETE, BITUMINOUS ASPHALT, AND OTHER

IMPREVIOUS SURFACES

Utilities located within and under concrete slabs or pier structures, bridges, parking areas, and the like, are extremely difficult to identify. Whenever contract work involves chipping, saw cutting, or core drilling through concrete, bituminous asphalt or other impervious surfaces, the existing utility location must be coordinated with local utility departments in addition to location and depth verification by a third party, independent, private locating company. The third party, independent, private locating company shall locate utility depth by use of Ground Penetrating Radar (GPR), X-ray, bore scope, or ultrasound prior to the start of demolition and construction. Outages to isolate utility systems must be used in coordination with Parsons WRPM in circumstances where utilities are unable to be positively and confidently identified. The use of historical drawings does not alleviate the Subcontractor from meeting this requirement.

1.5.3 RESTORATION OF SERVICE

SubSubcontractor shall be responsible for prompt restoration of service to any facility impacted by construction operations. SubSubcontractor shall immediately repair any damage done to utilities or cables within the work area. A certified splicer shall be on site continuously to splice cables that have been damaged. FAA cables shall be repaired to the standards described in FAA Specifications, [FAA-C-1391d, INSTALLATION AND SPLICING OF UNDERGROUND CABLES].

1.6 SUBMITTALS

Parsons approval is required for all submittals listed in this section. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

A. Name, address and capabilities of the Utility Designator Firm. Firm shall have a minimum of three years experience locating underground utilities.

B. [Five (5) ] copies of drawings showing all underground utilities which cross each proposed excavation location.

C. Proposed foundation and trench profiles.

PART-2 PRODUCTS [NOT USED]

PART-3 EXECUTION

3.1 GENERAL

A. The locations and top elevations of each existing utility shall be established relative to a taxiway, runway or roadway edge along each proposed excavation. This information shall be transmitted to the Parsons WRPM for evaluation of the proposed foundation/trench profile. The demolition or excavation of existing airfield pavement, roadways or pavement of any kind shall not be allowed during this operation. Refer to Section 01 10 00, SUMMARY OF WORK for runway safety area and taxiway object free area restrictions on work under this item.

B. Obtain utility locations from all utility owners. Contact the FAA for its utility locations and provide a minimum of 72 hours advance notice. Contact local One-Call for commercial utility marking and Airport Authority Maintenance for airport utilities.

C. Excavate only by hand when within [five feet (5’) ]of marked existing utility services. 10’ minimum separation is required for trenches running parallel to an existing utility.

D. The necessary personnel, materials, and equipment shall be present for each exploration in the event of cable damage.

[City], [ShortState] 02 31 00.13 - 3

3.2 PROCEDURE

The following procedures shall be required for all excavation [, trenching and digging] activities:

A. Designate the route and/or construction area, to be excavated using white pre-marking paint prior to the arrival of the locators (Utility Designator Firm) and contacts the One-Call System, the Airport Officials, and the local FAA.

B. Ensure that all Airport officials, FAA technicians, and One-Call System utilities performing location services mark the entire path in the construction area. Further ensure that all utility Owner/Operators have located their utilities and that their utilities are properly marked.

C. Be aware of the designated color for each utility as indicated by the Parsons WRPM. If a particular marking fades or is destroyed prior to excavation, contact the appropriate utility location service to remark any underground utilities prior to the start of excavation.

D. After completion of the utility locations described above, hire a certified independent third party utility location service utilizing electromagnetic and ground penetration radar to search the entire excavation area to confirm the locations of the marked utilities and to identify any additional unidentified utilities that may be in this area. The independent utility locator may use different methods, however, they must be substantiated as the best method for the site to best locate the utilities.

E. Require that the independent utility location service provide a written report documenting the subsurface utility search results. Provide the Parsons WRPM with a copy of this report prior to any excavation. The Parsons WRPM shall provide a copy of this report to the local airport authority, and the local FAA point of contact for their review prior to the start of any excavation.

F. If an unknown utility is discovered during the locating phase, notify the Parsons WRPM. The Parsons WRPM will contact the local FAA, and Airport Authority to determine if there is an impact on design and to receive direction on how to proceed.

G. Maintain a current list of names and phone numbers of the One-Call System, and emergency numbers.

H. Verify and mark locations of disconnects and shut-off valves.

I. Determine facilities that are serviced by identified utilities and notify users of excavation work that will be performed on or near those utilities.

J. If “high priority” facility lines are identified during the utility location phase, then, notify a representative of the agency responsible for that utility. Request an utility owner’s representative to be onsite during any excavation within the greater of five feet (5’) or the minimum distance recommended by the utility.

K. Accomplish all excavation within the tolerance zone established by the specifications, the responsible utility, and/or ground penetrating radar location service, by hand digging or pneumatic vacuum extraction.

L. If an underground facility or utility that was previously marked is not found, stop the excavation immediately. Contact Parsons WRPM, and the appropriate owner/operator of the utility directly or through the One-Call System.

M. Notify the Parsons WRPM, the Airport, the FAA, the One-Call System, and the Owner/Operator of any underground facility or utility that is discovered as damaged, or has been damaged or contacted during the excavation.

N. The SubSubcontractor shall take care to maintain due diligence not to damage existing facilities and utilities during backfill and compaction.

3.3 INSPECTIONS

A. Prior to any excavation, all control points established per the Risk Management Plan shall be inspected by the Parsons RE.

3.4 UNKNOWN UTILITIES

A. If unknown and unmarked utilities are encountered during excavation, immediately notify Parsons RE of the location and type of utility encountered.

[City], [ShortState] 02 31 00.13 - 4

[Project Name] } DEMOLITION

[City], [ShortState] 02 40 00 - 1

SECTION 02 40 00

DEMOLITION

PART-1 GENERAL

1.1 REFERENCES

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil- Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2010) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

1.2 DESCRIPTION

1.2.1 Demolition Plan

Prepare a [Demolition Plan] and submit proposed [salvage,] [demolition,] [deconstruction,] and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, protection of property which is to remain undisturbed, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Provide procedures for safe conduct of the work in accordance with Risk Management Plan and OSHA requirements.

Demolition Plan shall be approved by Parsons WRPM prior to work beginning.

1.2.2 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Parsons Subcontract Administrator. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the buildings or on airfield pavements. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily.

1.3 SUBMITTALS

Parsons WRPM approval is required for all submittals. Submit the following in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

A. Preconstruction submittals

1. Demolition Plan

2. Existing Conditions

B. Waste Management Plan

1. Certificates

2. Notification

C. Closeout Submittals

1. Receipts

2. Chain of Custody documentation

[City], [ShortState] 02 40 00 - 2

1.4 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Parsons WRPM.

Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements or pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Parsons WRPM prior to performing such work.

1.4.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.4.2 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, contact the Government for disconnection and sealing of utilities serving each area of alteration or removal.

1.4.3 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Parsons WRPM. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.5 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.6 EXPLOSIVES

Use of explosives will not be permitted.

1.7 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities. Notify the State's environmental protection agency and the Parsons WRPM in writing 10 working days prior to the commencement of work. Comply with federal, state, and local hauling and disposal regulations. Comply with the Environmental Protection Agency requirements specified.

Establish and maintain quality control program for the demolition and removal work to assure compliance with subcontract requirements.

Maintain records for all demolition and removal operations including but not limited to the following:

[City], [ShortState] 02 40 00 - 3

A. Procedures: Safety measures, protection of property, coordination of work, and dust control.

B. Salvaging: Removal and preparation of materials for storage.

C. Demolition: Extent of demolition and disposition of materials.

1.7.1 Dust Control

Prevent the spread of dust and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. [Vacuum and dust the work area [daily] [_____].] [Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft.]

1.8 PROTECTION

Before beginning any cutting or demolition work, carefully survey the existing work and examine the drawings and specifications to determine the extent of the work. Take all necessary precautions to ensure against damage to existing work that will remain in place, be reused, or remain the property of the Government, and any damage to such work shall be repaired or replaced so as to be equal to or better than the pre-construction condition as approved by the Subcontract Administrator at no additional cost to the Government. Carefully coordinate the work of this section with all other work and construct and maintain any necessary protective structures.

1.8.1 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.8.2 Protection from the Weather:

The interior of all shelters and other structures shall be protected from the weather at all times. Material and equipment shall be protected from the weather as recommended by the manufacturer.

1.9 FOREIGN OBJECT DAMAGE (FOD)

Aircraft and aircraft engines are subject to FOD from debris and waste material lying on airfield pavements.

Remove all such materials that may appear on operational aircraft pavements due to the Subcontractor's operations. If necessary, the Parsons RE may require the Subcontractor to install a temporary barricade at the Subcontractor's expense to control the spread of FOD potential debris. The barricade shall include a fence covered with a fabric designed to stop the spread of debris. Anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

1.10 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Subcontractor with new undamaged items as approved by the Parsons WRPM.

1.11 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Parsons RE showing the condition of structures and other facilities adjacent to areas of alteration or removal.

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Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Subcontractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART-2 PRODUCTS

2.1 FILL MATERIAL

A. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition or deconstruction of structures.

B. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

C. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil Classification AASHTO M 145

Moisture-density Relations AASHTO T 180, Method B or D

PART-3 EXECUTION

3.1 GENERAL:

Demolition and removal work shall be in compliance with approved demolition procedures and applicable requirements of the applicable agencies having jurisdiction.

3.2 EXISTING FACILITIES TO BE REMOVED

Existing construction scheduled to be removed for reuse shall be disassembled. Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified. Materials shall be designated for reuse onsite whenever possible.

3.2.1 Structures

Remove existing structures indicated to be removed to [grade] [top of foundation walls] [ __ feet below grade]. Interior walls, other than retaining walls and partitions, shall be removed to [_____] feet below grade or to top of concrete slab on ground. Break up basement slabs to permit drainage. Remove sidewalks, curbs, gutters and street light bases as indicated.

3.2.2 Utilities and Related Equipment

3.2.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Parsons WRPM. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

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3.2.2.2 Disconnecting Existing Utilities

Remove existing utilities [, as indicated] [uncovered by work] and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Parsons WRPM. When utility lines are encountered but are not indicated on the drawings, notify the Parsons WRPM prior to further work in that area.

3.2.3 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch. Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete.

3.3 DISPOSITION OF EQUIPMENT AND MATERIALS:

3.3.1 Title to Materials:

All fixtures (installed property) removed during construction shall be designated as either “salvage”, “unsalvageable”, or “rubble” by the Subcontract Administrator.

3.3.2 Designation of Government Salvage, Unsalvageable Property or Rubble:

All fixtures desired for salvage shall be designated as “Salvage” by the Subcontract Administrator or designated representative. [Items designated as “Salvage” are indicated on the drawings.] All remaining materials and equipment not designated as salvage are “Unsalvageable Material” or “Rubble”.

3.3.3 Disposition of Unsalvageable Material:

The Subcontractor shall remove all unsalvageable materials and rubble from the work areas. The unsalvageable materials removed from the work areas shall be disposed of by the Subcontractor outside of the limits of the site or the leased areas at the Subcontractor’s responsibility and expense in accordance with all governmental agencies having jurisdiction.

3.3.4 Items with Unique/Regulated Disposal Requirements

Remove and dispose of items with unique or regulated disposal requirements in the manner dictated by law or in the most environmentally responsible manner.

3.4 CUTTING AND PATCHING:

3.4.1 Cutting and Drilling:

The Subcontractor shall be held responsible at all times for contents and structural conditions of the premises and building within the work area, and shall do or supervise all cutting, drilling, reinforcing, and patching required for work of all the Subcontractors and trades included in work of this Subcontract, and to do so in a timely manner to avoid any hindrance to work of other trades. Cutting done by anyone other than the Subcontractor shall be approved by the Parsons WRPM designee. In such cases the Subcontractor shall supervise such cutting and shall not be relieved of responsibility for error or damage to related or adjoining work. Cutting and patching of specific items may be separately described under the various sections of these specifications that do not, in any way, diminish the Subcontractor's primary responsibility for all cutting and drilling.

3.4.2 Patching:

Any cutting of finished surfaces or damage thereto occurring in the course of the work shall be patched and/or repaired to match the existing work in color, texture, alignment, and every other respect to the

[City], [ShortState] 02 40 00 - 6 satisfaction of the Parsons WRPM Designee. Materials shall be equal to or better than the pre-construction condition.

3.5 CLEAN-UP:

Remove debris and rubbish from the site daily. Do not allow debris to accumulate in building nor on-site.

Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Immediately clean up any spillage or tracking of soil or debris onto pavement outside the work area.

Apply local regulations regarding hauling and disposal.

3.6 DISPOSAL OF REMOVED MATERIALS

3.6.1 Regulations

Dispose of debris, rubbish, scrap, and other non salvageable materials resulting from removal operations with all applicable federal, state and local regulations. Storage of removed materials on the project site is prohibited. Comply with all regulations regarding hauling and disposal of removed materials. The legal disposal of removed materials and debris is the Subcontractor’s responsibility.

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SECTION 02 40 00

DEMOLITION

PART-1 GENERAL

1.1 REFERENCES

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil- Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2010) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

1.2 DESCRIPTION

1.2.1 Demolition Plan

Prepare a [Demolition Plan] and submit proposed [salvage,] [demolition,] [deconstruction,] and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, protection of property which is to remain undisturbed, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Provide procedures for safe conduct of the work in accordance with Risk Management Plan and OSHA requirements.

Demolition Plan shall be approved by Parsons WRPM prior to work beginning.

1.2.2 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Parsons Subcontract Administrator. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the buildings or on airfield pavements. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily.

1.3 SUBMITTALS

Parsons WRPM approval is required for all submittals. Submit the following in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

A. Preconstruction submittals

1. Demolition Plan

2. Existing Conditions

B. Waste Management Plan

1. Certificates

2. Notification

C. Closeout Submittals

1. Receipts

2. Chain of Custody documentation

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1.4 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Parsons WRPM.

Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements or pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Parsons WRPM prior to performing such work.

1.4.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.4.2 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, contact the Government for disconnection and sealing of utilities serving each area of alteration or removal.

1.4.3 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Parsons WRPM. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.5 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.6 EXPLOSIVES

Use of explosives will not be permitted.

1.7 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities. Notify the State's environmental protection agency and the Parsons WRPM in writing 10 working days prior to the commencement of work. Comply with federal, state, and local hauling and disposal regulations. Comply with the Environmental Protection Agency requirements specified.

Establish and maintain quality control program for the demolition and removal work to assure compliance with subcontract requirements.

Maintain records for all demolition and removal operations including but not limited to the following:

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A. Procedures: Safety measures, protection of property, coordination of work, and dust control.

B. Salvaging: Removal and preparation of materials for storage.

C. Demolition: Extent of demolition and disposition of materials.

1.7.1 Dust Control

Prevent the spread of dust and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. [Vacuum and dust the work area [daily] [_____].] [Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft.]

1.8 PROTECTION

Before beginning any cutting or demolition work, carefully survey the existing work and examine the drawings and specifications to determine the extent of the work. Take all necessary precautions to ensure against damage to existing work that will remain in place, be reused, or remain the property of the Government, and any damage to such work shall be repaired or replaced so as to be equal to or better than the pre-construction condition as approved by the Subcontract Administrator at no additional cost to the Government. Carefully coordinate the work of this section with all other work and construct and maintain any necessary protective structures.

1.8.1 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.8.2 Protection from the Weather:

The interior of all shelters and other structures shall be protected from the weather at all times. Material and equipment shall be protected from the weather as recommended by the manufacturer.

1.9 FOREIGN OBJECT DAMAGE (FOD)

Aircraft and aircraft engines are subject to FOD from debris and waste material lying on airfield pavements.

Remove all such materials that may appear on operational aircraft pavements due to the Subcontractor's operations. If necessary, the Parsons RE may require the Subcontractor to install a temporary barricade at the Subcontractor's expense to control the spread of FOD potential debris. The barricade shall include a fence covered with a fabric designed to stop the spread of debris. Anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

1.10 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Subcontractor with new undamaged items as approved by the Parsons WRPM.

1.11 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Parsons RE showing the condition of structures and other facilities adjacent to areas of alteration or removal.

[City], [ShortState] 02 40 00 - 4

Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work.