PMIS_197170_Rehabilitate_Longmire_Wastewater_SOWjf_6-10-19.pdf

STATEMENT OF WORK

REHABILITATE LONGMIRE WASTEWATER COLLECTION SYSTEM MANHOLES

PMIS 197170

MAY 15, 2019

MORA 197170

TABLE OF CONTENTS

DIVISION, SECTION & PARAGRAPH NUMBERING

Numbering and lettering of sections and paragraphs in this Project Manual are merely for identification.

Sections included are listed in this Table of Contents together with the number of pages in each section.

The Contractor shall check their copies of the Project Manual against this Table of Contents and confirm there are no missing pages or sections.

Number Title No. of Pages

00 00 20 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS NO. OF PAGES

01 11 00 Summary of Work

01 11 40 Work Restrictions

01 27 00 Definition of Contract Price Items

01 31 00 Project Management & Coordination

01 32 16 Construction Schedule

01 33 23 Submittal Procedures

01 35 13.22 Archeological Protection

01 35 23 Safety Requirements

01 40 00 Quality Requirements

01 50 00 Temporary Facilities & Controls

01 57 23 Stormwater Pollution Prevention

01 73 40 Execution

01 74 19 Construction Waste Management & Disposal

01 77 00 Closeout Procedures

Appendix A – Submittal List

Appendix B – Closeout List

DIVISION 02 – EXISTING CONDITIONS

02 05 00 General Site Construction Requirements

02 41 00 Demolition & Abandonment

02 41 19 Selective Demolition

DIVISION 03 - CONCRETE

03 40 00 Precast Concrete Items

DIVISION 04 – 28 (Sections not used)

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing (general)

31 22 19 Finish Grading

31 23 16.10 Importing Soils & Fill Materials

31 23 16.13 Rock Removal

31 23 33 Utility Excavation & Backfill

31 23 33.20 Restoration of Surfaces

31 25 00 Erosion & Sediment Control

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 Asphalt…………………………………………………………………………………….4

DIVISION 33 – UTILITIES

33 00 00 Pipe & Pipe Fittings – General Statement

33 01 30.13 Sewer & Manhole Testing

33 01 30.63 Polyurea Interior Coating

33 05 13 Manhole Structures

33 05 26.16 Utility Line Identification Marking

33 31 13 Sanitary Sewer Pipe

SECTION 01 11 00

SUMMARY OF WORK

PART 1 – GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

Project Location: This project is located within Mount Rainier National Park in Longmire. There are two work sites in this area.

A. The Work consists of the following: This project is to upgrade deteriorated components of the wastewater collection system at two locations:

(1) Remove and Replace LMHH1

Cut and remove asphalt around the perimeter on manhole LMHI1, in the asphalted parking lot of the

National Park Inn (NPI), to allow for excavation and removal of all manhole components. Remove manhole LMHI1, preserve associated piping except ductile iron pipe at 2 o’clock (see manhole report

LMHH1); cut off pipe at 2 o’clock, cap and abandon. Install new precast manhole base and barrel, cored and channeled to retain all functions of remaining three inlet pipes and one outflow pipe. Seal all penetrations, install gaskets and manhole cone, ring and cover per specifications. Backfill, compact, test compaction, and replace asphalt that was removed in this operation to leave new asphalt and manhole lid flush with the existing roadway surface.

Work which disables any function of the manhole at this site will be undertaken on a weekend after Labor

Day, during which time the Maintenance area, all the buildings of which drain to LMHI1, will have all water supplies shut off. If cut-over to new manhole cannot be completed on the weekend, contractor will supply and install pumps and hoses and all supplies required to bypass LMHH1 and maintain normal sewer flows from the maintenance area until the installation is completed.

(2) Remove, Replace and Relocate LMHF1 and Reroute its Outflow

The work at this site, in the residential area, will remove a defective manhole from service, extend the two pipes from which flow comes into it and terminate them at a new manhole location. A new outflow pipe will be installed from this new manhole to an existing manhole. Extending approximately twenty-five feet from the existing inlet pipes of LMHF1, cut asphalt, remove and excavate from the existing LMHF1 site to create route for pipes into asphalted road at no less than 1% minimum slope. Cut and remove asphalt and excavate road for installation of a new manhole. Install new precast manhole base and barrel, cored and channeled to transfer the inlet flows of the old manhole to the new installation. Also core and channel barrel of new LMHF1 to route a new 6” SDR35 PVC outfall pipe under the asphalted roadway to

LMHE1. Excavate road to install pipe at no less than 1% minimum slope from LMHF1 to LMHE1; the distance is approximately seventy (70) feet, to be field verified. Cutoff abandoned 6” PVC inlet pipe at 3 o’clock in LMHE1, cap and abandon. Utilize created void in LMHE1 wall to install pipe from LMHF1, grout all connections inside and outside manholes. Install bedding, compact, test compaction and replace asphalt to leave all manhole lids and new asphalt flush with the existing roadway surface.

Twenty-four hour notice must be given to the COR prior to work which disables any section of the collection system. After new manhole and outflow piping from it are installed and the trench between the new and old manhole is dug, excavate to remove manhole LMHF1, at the base of residence L127 retaining wall. Preserve associated 4” vitreous clay (VCP) inlet pipes and install a 6” wye with clean-out on each of them with a Fernco adapter (or equal); extend 6” SDR35 PVC sewer pipe from both cleanouts at 1.0% minimum slope, per specification, to the new manhole LMHF1 in the asphalted road. Cut and cap now abandoned outflow line at old LMHF1. Bury old manhole site and abandoned line to specification. Install bedding, compact, test compaction and replace asphalt to leave all manhole lids and new asphalt flush with the existing roadway surface.

Test holes exposed bedrock at 2 feet depth in the proximity of the proposed location for the new

LMHF1 manhole, a review of the location would presume bedrock at this depth for most of the route of excavation.

All work of this contract will comply with the specifications of this document.

1.2 GOVERNMENT-FURNISHED ITEMS

A. NONE ANTICPATED

1.3 PUBLIC USE OF THE SITE

A. General: The project site in the NPI parking lot will be open to the public during the construction. The contractor will be required to cordon off the construction area in the parking lot to allow for at least one lane of traffic through the lot. The contractor shall at all times conduct his operations to ensure the least inconvenience to the public. The project site in the residential area must allow for one lane of traffic to all residential structures in the area. Temporary closures may be permitted upon specific written approval of the Contracting Officer (CO).

1.4 CONTRACTOR USE OF SITE

A. General: Limit use of the site during the construction period to the project area limits as outlined in the plans. Do not disturb portions of the site beyond the project area limits.

B. Park Entry: The contractor shall furnish a list of personnel with phone contact information. Vehicles associated with the contractor shall be waived entrance fee upon entering in a marked company vehicle or by providing the names of employees entering in personal vehicles. The entrance fee is waived only for the purpose of reporting directly to a specific work location. Any deviation for recreational purposes is subject to payment of required entrance fees.

C. Site Access: The contractor shall access the project site as outlined on the attached site map. Do not drive vehicles off road or access non-project areas without permission from the Contracting Officer or

Park Superintendent.

D. Park Regulations: Ensure all personnel (contractors, subcontractors, and vendors) entering or working in the Park are familiar with and obey all Park regulations. Law enforcement rangers will intervene if they perceive any unsafe or unlawful activity.

E. Working Hours: Regular work hours shall be limited to daylight hours from 7:00 AM until 5:00 PM, Monday through Friday, excluding government holidays. Work which disables the normal operation of manhole LMHI1 will occur only during a weekend, agreed upon between CO and the contractor’s representative. Work outside regular hours, other than this, requires approval from the CO.

F. No Smoking Policy: Smoking is prohibited inside or outside within twenty-five (25) feet of any buildings in the Park. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding of tobacco products or debris anywhere other than into designated tobacco receptacles is considered littering and subject to fines.

G. Staging and Storage: Confine storage of equipment and materials to the staging / lay-down / storage areas identified as established at the preconstruction meeting.

H. Parking: The contractor shall park vehicles and heavy equipment in designated areas for contractor use or as established at the preconstruction meeting. Vehicles are not permitted within long-term or overnight parking along roads or in associated overlooks / pull-outs.

I. Driveways and Entrances: The contractor shall keep driveways and entrances serving the premises clear and available to the government, government employees, and emergency vehicles at all times.

END OF SECTION

SECTION 01 11 40

WORK RESTRICTIONS

1.1 PARK REGULATIONS

A. General: The Contractor must comply with the following rules and conditions:

1. Ensure personnel (contractors or subcontractors) working in the Park become familiar with and obey all

Park regulations, wear hard hats in designated areas, and do not enter any restricted areas unless required to do so and until cleared for such entry.

2. Ensure equipment is conspicuously marked for identification.

3. The Contractor shall restrict employees / representatives to the work site and control travel directly to and from the work site.

4. Restore all traffic / parking / security signs and markings, including space numbers, designations, and lines, to their original form if such signs / markings are defaced or deleted during construction / repair.

5. Control and provide security of Contractor-owned equipment and materials at the work site. Report immediately missing / lost / stolen property to the Park Dispatch / Law Enforcement Rangers at 360-569-

6600.

6. Vehicles associated with the Contractor shall be waived the entrance fee upon entering in a marked company vehicle or by providing the names of employees entering in personal vehicle(s). Please note that the entrance fee is waived only for the purpose of reporting directly to a specific work location. Any deviation for recreational purposes is subject to payment of required entrance fees.

a. Contractor will provide the Contracting Officer (CO) with a listing of its subcontractors and their associated vehicles and employees entering the Park on a daily basis.

b. Contractor will provide the CO with a listing of anticipated deliveries for each week.

7. Vehicles / Heavy Equipment:

a. Rules of the Road: All vehicles and heavy equipment will comply with posted traffic regulations, including speed limits and double-yellow center lane markings. Vehicles and heavy equipment shall take every safe opportunity to use paved roadside pullouts in order to allow faster moving traffic to pass.

Failure to comply with traffic regulations will result in a citation being issued to the driver.

b. Vehicle Parking: Vehicles are not permitted within long-term or overnight parking along Park roads or in associated overlooks / pullouts. Vehicles and heavy equipment will be permitted at designated parking areas only.

MORA – 197170 01 11 40 - 2 WORK RESTRICTIONS

c. Vehicle Exhaust: All vehicles will be properly maintained to insure that the exhaust produced is within legal limits. Effects of excessive vehicle exhaust may be subject to enforcement of State and Federal laws regarding emissions. Vehicles shall not idle for more than 15 minutes.

d. Spills: Contractor shall be responsible for any cleanup efforts required in accordance with 40 CFR and all applicable state environmental quality laws regarding disposal and cleanup of hazardous / industrial wastes. Contractor must immediately notify the CO of spills.

e. Commercial Vehicle Safety Inspections: The Contractor, employees, contractors, and subcontractors shall fully cooperate regarding safety inspections of commercial vehicles within the Park. Commercial vehicle safety inspections are conducted unannounced for employee and visitor safety. Vehicles are checked for safety and mechanical deficiencies and for compliance with current state and federal laws and regulations. Driver licenses and medical certificates are also checked.

f. Department of Transportation (DOT) Compliance: All vehicles are to be compliant with all DOT requirements including but not limited to driver with appropriate license class, medical examiner card as appropriate with license class, carrying three (3) triangles or three (3) flares, mounted fire extinguisher, and valid DOT safety sticker.

g. Slow Vehicles: The Contractor is to notify the CO of slow vehicles that may cause traffic delays or extended traffic lines. Vehicles that are slow are requested to enter the Park AFTER 2:00 PM and exit the

Park BEFORE sunset.

h. Oversized Vehicles: Oversized vehicles are defined as vehicles where the width of the vehicle or load exceeds one lane (i.e., beyond the center line of the paved road). Oversized vehicles must not exceed the clearances along the Park road corridor. Oversized vehicles will require an escort and drivers must avoid driving on the edges of the Park road. The Contractor is to notify the CO of oversized vehicles, scheduled dates and estimated arrival times at the Park entrance, and the identity of who is escorting the vehicle

(e.g., police, contractor, etc.). Vehicles that are oversized are requested to enter the Park AFTER 2:00 PM and exit the Park BEFORE sunset.

i. Road Work: Contractor shall provide adequate traffic control, including flaggers on either side of any work performed on the road. Any workers on or near the road must wear highly visible, bright clothing.

(See Section 01 50 00 for additional details).

j. Law Enforcement: Law Enforcement Rangers will intervene if they perceive any unsafe or unlawful activity. Contractor must immediately comply with any instructions issued by a Park Law Enforcement

Ranger.

k. Road & Weight Restrictions: All vehicle load, weight and size limitations, as established by State law, apply to vehicles operated on the Park road (36 CFR § 4.11). No loads heavier than the current load rating for the historic Park bridge(s) will be permitted.

8. Emergency Medical and Accident Reporting: 1) Emergency number: Dial 911 as needed.

2) Park Dispatch: 360-569-6600

3) Park Dispatch is called so that the entrance station will be prepared should any emergency vehicles

(e.g. ambulance) need to enter the Park and so that any available Emergency Medical Services personnel in the Park might respond until such time as the ambulance arrives.

SECTION 01 11 40

WORK RESTRICTIONS

1.2 RESOURCE PROTECTION

A. General: The Park is committed protecting natural and cultural resources found within the Park and adjacent lands. The Contractor must comply with the following rules and conditions:

1. Invasive Species: The introduction of non-native invasive species can threaten rare and endangered species or can create new populations of non-native species not traditionally found in the Park. The contractor is required to inform personnel, subcontractors, and vendors to thoroughly clean all vehicles, equipment, tools, supplies, and materials prior to entrance into the Park. The Park may inspect vehicles prior to entry into the Park. Equipment and vehicles must be free of mud and dirt that may harbor invasive species.

2. Endangered Species: Endangered species are protected by Federal law. Obey all Park regulations.

Drivers must obey all traffic laws and keep an eye out for animals on or alongside road. Contact Park

Dispatch at 360-569-6600 immediately if animal is hit or injured or will not move off of the road.

3. Soundscape / Noise: The contractor shall minimize noise levels at the project site to protect the soundscape of the Park. Perform noise-producing work in less sensitive hours of the day or week or as directed by the CO.

4. Store all food items and trash inside vehicles, trailers, or wildlife-resistant receptacles except during actual use to prevent attracting wildlife. Provide trash dumpsters with certified bear-proof cover lids to contain construction debris, garbage and trash. Provide portable toilets for use by Contractor employees, and do not store adjacent to surface waters. Collect and dispose all of Contractor’s waste material outside the Park. Do not feed or approach wildlife. Notify the CO if bear, cougar, or fox loiter in the project area.

SECTION 01 27 00

DEFINITION OF CONTRACT PRICE ITEMS

1.1 LIST OF CONTRACT LINE ITEMS

A. Contract Price Item No.1 – Longmire Manhole LMHH1

1. This price item consists of furnishing all materials, equipment and labor for the removal and replacement of the existing manhole LMHH1 including asphalt cutting, excavation for removal of existing manhole and pipe connection, placement of replacement manhole, channeling and coring of manhole to accommodate inlet and outlet pipes, grouting interior and exterior at pipe entries, bedding of pipes and manhole perimeter, compaction, compaction testing, and asphalt replacement. Price item also includes any pumping required prior to manhole removal, disposal of debris and all removed materials.

2. Payment will be made per lump sum.

B. Contract Price Item No. 2 – Longmire Manhole LMHF1

This price item consists of furnishing all materials, equipment and labor for the removal of the existing manhole LMHH1, relocation of the manhole in the paved road, piping from existing inlet pipes to the new manhole location, and piping of outlet from LMHF1 to the abandoned 6” inlet of LMHE1. This includes asphalt cutting, excavation for removal of existing manhole and pipe connection, placement of replacement manhole, channeling and coring of manhole to accommodate inlet and outlet pipes, grouting interior and exterior at pipe entries, bedding of pipes and manhole perimeter, compaction, compaction testing, and asphalt replacement. Price item also includes any pumping required prior to manhole removal, disposal of debris and all removed materials.

Payment will be made per lump sum.

1.2 LIST OF CONTRACT BID OPTIONS

A. Not used.

SECTION 01 35 23

SAFETY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. General: This section includes establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1.2 QUALITY ASSURANCE

A. Comply with contract clauses entitled "Accident Prevention" and "Permits and

Responsibilities". In case of conflicts between Federal, State, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees:

1. All employees must be physically qualified and able to perform their assigned duties in a safe manner.

2. Do not allow employees to perform work whose ability or alertness is impaired because of prescription or illegal drug use, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be fully capable of operating such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

1.3 ACCIDENT REPORTING

A. Reportable Accidents: A project reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of one hundred dollars ($100). Notify CO immediately in the event of a reportable accident.

Within seven (7) days of a reportable accident, fill out and forward to CO an Accident/Property

Damage Report (Form CM-22). Form may be obtained from the CO.

2.1 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the hazards associated with the types of ongoing construction work at the site.

2.2 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of applicable ANSI standards.

PART 3 - EXECUTION

3.1 FIRE AND LIFE SAFETY

A. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

B. Store hazardous materials in accordance with manufacturer’s and OSHA recommendations.

Maintain readily available, on site, MSDS or Safety Data Sheet (SDS) for each chemical.

1. Immediately report all spills of hazardous materials to the Park.

2. Maintain a spill emergency response kit.

3.2 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition. Clean, sanitize, and repair personal items, as appropriate, before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.3 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. A hard hat area shall be designated by the Contractor. The hard hat area shall be posted by the

Contractor in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary personal protective equipment at all times.

3.4 TRAINING

A. First Aid: Provide adequate training to an adequate number of personnel to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

SECTION 01 40 00

QUALITY REQUIREMENTS

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. The quality of all work shall be the responsibility of the

Contractor.

1. Specified tests, inspections, and related actions do not limit Contractor's other quality assurance and control procedures that facilitate compliance with the Contract Document requirements.

C. See Divisions 02 through 49 Sections for specific test and inspection requirements.

1.2 DEFINITIONS

A. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

B. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the work to evaluate that actual products incorporated into the work and completed construction comply with requirements.

C. Preconstruction Testing: Tests and inspections that are performed specifically for the project before products and materials are incorporated into the work to verify performance or compliance with specified criteria.

D. Product Testing: Tests and inspections that are performed by a Nationally Recognized Testing

Laboratory (NRTL), a National Voluntary Laboratory Accreditation Program (NVLAP), or a testing agency qualified to conduct product testing, to establish product performance and compliance with industry standards.

E. Source Quality Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop.

F. Field Quality Control Testing: Tests and inspections that are performed on-site for installation of the work and for completed work.

G. Testing Agency or Laboratory: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

1.3 CONFLICTING REQUIREMENTS

A. Reference Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Contracting Officer (CO) for a decision before proceeding.

B. Minimum Quality Levels: The quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to CO for a decision before proceeding.

1.4 SUBMITTALS

A. Quality Control Plan:

1. After contract award and before the Pre-Construction conference, submit for approval a written Contractor Quality Control (CQC) plan.

2. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within ten (10) days.

3. The Government reserves the right to require changes in the plan during the contract period as necessary to obtain the quality specified.

4. No change in the approved plan may be made without written concurrence by the CO.

B. Qualification Data: For testing agencies specified in “Quality Assurance” Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

C. Contractor's Quality Control Daily Reports: Submit showing all inspections and tests on the first workday following the date covered by the report. Quality Control Supervisor shall utilize the forms attached at the end of this Section.

D. Test Reports

1. Test reports shall be completed by the person performing the test.

2. Submit Daily Test Information Sheets with Quality Control Daily Reports.

3. Submit failing test results and proposed remedial actions within four (4) hours of noted deficiency.

E. If the CQC plan and Quality Control Daily Reports are not submitted as specified, the CO may retain all payments until such time a plan is accepted and implemented, or may retain payments for work completed on days there are no Quality Control Daily Reports.

1. The Contractor's designated Quality Control Supervisor shall be on the project site whenever contract work is in progress.

2. The Contractor's job supervisory staff may be used to assist the Quality Control Supervisor supplemented, as necessary, by additional certified testing technicians.

QUALITY CONTROL

A. The Contractor is responsible to inspect and test work as needed to ensure that the quality of materials, workmanship, construction, finish, and functional performance are in compliance with applicable specifications.

1. Engage a qualified testing agency to perform these quality-control services.

2. Submit the appropriate report, for each quality-control service.

3. Testing and inspecting requested by Contractor and not required by the Contract

Documents are Contractor's responsibility.

4. The CO may designate test locations.

B. Testing Agency Responsibilities: Cooperate with NPS and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

1. Notify CO and Contractor promptly of irregularities or deficiencies observed in the work during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

4. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the work.

5. Schedule times for tests, inspections, obtaining samples, and similar activities.

PART 2 - PRODUCTS

2.1 QUALITY CONTROL PLAN

A. The Quality Control Plan shall include:

1. A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.

2. A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.

3. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

4. Methods of performing, documenting, and enforcing quality control of all work.

5. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

2.2 ON-SITE CONTROL

A. Notification:

1. Notify the CO at least two (2) days in advance of the preparatory phase meeting.

2. Notify the CO at least one (1) day in advance of the initial and follow-up phases.

B. Preparatory Phase: Perform before beginning each feature of work.

1. Review control submittal requirements with personnel directly responsible for quality assurance and quantity control of the work. As a minimum, the Contractor's Quality

Control Supervisor and the foreman responsible for the feature of work shall be in attendance.

2. Review all applicable specifications sections and drawings related to the feature of work.

3. Ensure that copies of all referenced standards related to sampling, testing, and execution for the feature of work are available on site.

4. Ensure that provisions have been made for field control testing.

5. Examine the work area to ensure that all preliminary work has been completed.

6. Verify all field dimensions and advise the CO of discrepancies with contract documents.

7. Ensure that necessary equipment and materials are at the project site and that they comply with approved shop drawings and submittals.

8. Document all preparatory phase activities and discussions on the Contractor's Quality

Control Daily Report.

2.3 DOCUMENTATION

A. Maintain Quality Control Daily Reports and Daily Test Report Information Sheets of quality control activities and tests.

B. Quality Control Daily Reports may not be substituted for other written reports required under clauses of the contract, such as Disputes, Differing Site Conditions, or Changes.

2.4 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other

Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible.

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

CONTRACTOR'S QUALITY CONTROL DAILY REPORT

REPORT NO. _________ SHEET 1 OF _________

PROJECT

CONTRACT NO.

DATE

PARK

CONTRACTOR'S REPRESENTATIVE ON THE JOB

WEATHER (Rain, Snow, Cloudy, Windy, etc.)

RAINFALL

Inches

TEMPERATURE GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)

MAX.

MIN.

1. PRIME CONTRACTOR

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

JOB

NO. UNITS HRS. WORKING

YES NO Comments

WORK PERFORMED BY PRIME CONTRACTOR:

MATERIALS DELIVERED OFFICIAL VISITORS TO SITE

2A. SUBCONTRACTOR, _____________________________________________: (If more than one subcontractor use copies of following page.)

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON

JOB

NO. UNITS HRS. WORKING

YES NO Comments

WORK PERFORMED BY SUBCONTRACTOR:

3. SPECIFIC INSPECTIONS: (Inspections performed, results, and corrective actions)

4. TESTING: 1 Check if any testing was performed today. (Complete and attach Test Report Information Sheets.)

Type and Location of Testing: ____________________________________________________________________________________

5. VERBAL INSTRUCTION RECEIVED FROM GOVERNMENT ON CONSTRUCTION DEFICIENCIES OR RE-TESTING

REQUIRED:

6. REMARKS:

7. CERTIFICATION:

I certify that the above report is complete and correct and that I, or my authorized representative, have inspected all work performed this day by the prime contractor and each subcontractor and determined that all materials, equipment, and workmanship are in strict compliance with the plans and specifications except as may be noted above. ____________________________________________________________

Contractor's Quality Control Representative

TEST REPORT INFORMATION SHEET

CONTRACT NO._________________________ REPORT NO. _____________

SHEET _____ OF _________

1. Individual Making Inspection or Test:

2. Testing Laboratory; Name: Phone #:

Address:

3. Description of Work and Test Method:

4. Location of Samples and Tests or Inspections:

5. Specification Section:

6. Inspection or Test Data:

7. Test Results and Interpretations of Test Results:

8. Comments or Professional Opinion About Compliance of Inspected Work or Tested Work with contract Document Requirements:

9. Recommendations:

10. Corrective Actions Taken:

CERTIFICATION:

I certify that the above testing report is complete and correct and that all testing performed this day for this contract is in strict compliance with the plans and specifications except as noted above.

Signature of Inspector

SECTION 01 50 00

TEMPORARY FACILITIES & CONTROLS

1.1 TEMPORARY FACILITIES AND CONTROLS

A. General: The contractor will be allowed to set up temporary facilities and controls as outlined.

All temporary facilities and controls shall be removed from the site before final acceptance of the work.

1. Temporary Utilities: The following utilities are available for use at the project site:

a. Electrical Power Service: Electrical power service is available from facilities at or near the project site for use on the contract without charge. Provide all connections and extensions of services in a safe manner in compliance with NEC, NEMA, and

UL standards and regulations.

b. Cell Phone Service: Cell phone service is unavailable at the construction site.

c. Water Service: Non-potable water service is not available at the site. The contractor shall furnish all non-potable water required for construction and cleanup.

d. Sanitary Facilities: Restrooms are not available at the site. The contractor shall supply properly ventilated, weather-proof, lockable, portable toilets. The contractor shall properly pump / empty these toilets on a regular basis, and keep toilet clean so as not to attract inspects / animals.

2. Temporary Sheds or Field Offices: The construction of temporary sheds, field offices, or structures will not be allowed at the project site. If the contractor requires a temporary office space with a phone connection, the government will attempt to make these accommodations without charge.

3. Site Enclosure Fence: For uncontrolled sites, the contractor shall construct an enclosure fence, barrier, or partition to prevent people and animals from entering the site except by gates / doors.

4. Traffic Controls: The contractor shall erect and maintain barricades, danger signals, and warning signs in accordance with the Manual on Uniform Traffic Control Devices

(MUTCD), 2009 edition. The contractor shall provide adequate traffic control, including flaggers or either side of any work performed in the road. Any workers on or near the road must wear highly visible, bright clothing.

SECTION 01 57 23

STORM WATER POLLUTION PREVENTION

A. NPS Standards and Guidelines require that water quality be protected at all times to ensure compliance with the Organic Act. The Contractor shall prepare an Under-An-Acre Pollution

Prevention Plan (UPPP) for the project resulting in less than one (1) acre of soil disturbance or not otherwise subject to the requirements of the NPDES program.

B. The work of this section consists of implementing measures to Temporary Storm Water

Pollution during construction activities including dewatering, either through compliance with the NPDES permit program; or in conformance with NPS guidance for UPPPs.

A. Environmental Pollution and Damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes.

3.1 ENVIRONMENTAL PROTECTION

A. Protection of Natural Resources: Comply with applicable regulations and these specifications.

Preserve the natural resources within the project boundaries and outside the limits of work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by the Contracting Officer.

B. Construction Zone: Arrange construction activities to minimize pollution (i.e., erosion, trash, etc.) to the maximum practical extent.

1. Clearing, excavation, and grading shall be limited to those areas of the project site necessary for construction. Minimize the area exposed and unprotected.

2. Clearly mark and delineate the limits of work activities.

3. Equipment shall not be allowed to operate outside the limits of work or to disturb existing vegetation.

4. Excavation and grading shall be completed during the dry season to the maximum extent possible

5. Material should be stored away from locations where water is present to the greatest extent practicable.

3.4 EROSION CONTROL MEASURES

A. Erosion control measures shall consist of any and all BMPs for storm water discharges, including but not limited to silt fencing, barrier protectors, straw bales, temporary soil retention blankets, excelsior drainage filters, sediment traps and berms.

B. Berms and excelsior drainage filters shall be used to form sediment traps and to control run-on and run-off into other areas, including creeks, streams, marshes, access roads, well areas, and the staging areas.

C. Erosion control measures shall be used to contain only direct precipitation in the construction zone. The contained water shall be allowed to percolate into the ground or drain slowly through the drainage filter sediment traps. Earthen sediment traps or holding ponds shall not be used unless accepted by the Contracting Officer.

D. Reduce runoff velocity as well as direct surface runoff around and away from all fuel containment, storage, and borrow areas. Divert surface runoff around and away from cut and fill slopes.

E. Place drainage filters around all catch basins to create sediment traps to control run-off from the construction area.

F. Excess water used for dust control shall be contained within the demolition areas by the erosion control measures.

G. The Contractor shall prevent the deposition of materials onto paved areas. The Contractor shall inspect the paved areas for deposited materials weekly and remove the materials immediately.

H. Furnish, install, maintain, and operate necessary control measures and other equipment necessary to prevent erosion as described in the approved UPPP.

I. Before the work begins, sufficient equipment shall be available on the site to assure that the operation and adequacy of the erosion control system can be maintained.

3.5 MAINTENANCE OF TEMPORARY FACILITIES

A. Ensure erosion and sediment control structures remain effective throughout excavation and grading operations. Relocate structures as necessary.

B. Inspect control structures after each significant rainfall. Promptly repair breaches which occur.

C. The Contractor shall remove entrapped sediment from behind excelsior drainage filter after each storm.

3.6 REPORTING

A. If a discharge occurs or if the project receives a written notice or order from any regulatory agency, the Contractor will immediately notify the Contracting Officer and will file a written report to the Authority Having Jurisdiction within seven (7) days of the discharge event, notice, or order. Corrective measures shall be implemented immediately following the discharge, notice, or order. The report to the Authority Having Jurisdiction shall contain the following items at a minimum:

1. The date, time, location, nature of operation, and type of discharge, including the cause or nature of the notice or order.

2. The BMPs deployed before the discharge event, or prior to receiving the notice or order.

3. The date of deployment and type of BMPs deployed after the discharge event, or after receiving the notice or order, including additional BMPs installed or planned to reduce or prevent re-occurrence.

4. An implementation and maintenance schedule for any affected BMPs.

3.8 REMOVAL OF TEMPORARY POLLUTION CONTROL MEASURES

A. All temporary control measures shall be removed with permission of the Contracting Officer within five (5) working days after final acceptance of the project.

SECTION 01 73 40

EXECUTION

PART 1 - EXECUTION

1.1 EXAMINATION

A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed.

1. Before beginning work, investigate and verify the existence and location of systems, utilities, and other construction affecting the Work.

2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

3. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

1.2 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the

Work.

B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of the Contractor, submit a request for information to the Contracting Officer (CO) in accordance with Division 01 Specification 01 31 00 “Project Management and Coordination”

1.3 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.

3. Contractor shall provide progress cleaning that minimizes sources of food, water, and harborage available to pests.

D. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

E. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.

F. Limiting Exposures: Supervise construction operations to assure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

G. Final Cleaning: At completion of Work, remove all remaining waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all exposed surfaces; leave Project clean and ready for occupancy.

1.4 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

B. Restore permanent facilities used during construction to their specified condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired.

E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.

SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT & DISPOSAL

A. This Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Solid Waste: Garbage, debris, sludge, or other discharged material (except hazardous waste) including solid, liquid, semisolid, or contained gaseous materials resulting from domestic, industrial, commercial, mining, or agricultural operations.

D. Debris: Non-hazardous solid waste generated during the construction, demolition, or renovation of a structure which exceeds two and one half (2.5) inch (60 mm) particle size that is: a manufactured object; plant or animal matter; or natural geologic material (e.g. cobbles and boulders). A mixture of debris and other material such as soil or sludge is also subject to regulation as debris if the mixture is comprised primarily of debris by volume, based on visual inspection.

E. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

F. Environmental Pollution and Damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes.

G. Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

H. Hazardous Materials: Any material that is regulated as a hazardous material in accordance with

49 CFR 173, requires a Material Safety Data Sheet (MSDS) or Safety Data Sheet (SDS) in accordance with 29 CFR 1910.1200, or which during end use, treatment, handling, storage, transportation or disposal meets or has components which meet or have the potential to meet the definition of a Hazardous Waste in accordance with 40 CFR 261.

I. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

J. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

1.3 PERFORMANCE REQUIREMENTS

A. General: This project shall minimize the creation of construction, deconstruction, and demolition waste to protect and restore natural habitat and resources. Factors that contribute to waste such as over packaging, improper storage, ordering error, poor planning, breakage, mishandling, and contamination shall be minimized.

3.1 If any waste materials encountered during the deconstruction/demolition or construction phase are found to contain lead, asbestos, PCBs, (such as fluorescent lamp ballasts), or other harmful substances, they are to be handled and removed in accordance with local, state, and federal laws and requirements concerning hazardous waste.

3.2 DISPOSAL OF WASTE

A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn waste materials.

C. Disposal: Transport waste materials off Governments property and legally dispose of them.

SECTION 01 77 00

CLOSEOUT PROCEDURES

A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Closeout Submittals.

2. Substantial Completion and Final Inspection.

3. Final Acceptance of the Work.

4. Warranties.

5. Final Acceptance of the work.

1.2 CLOSEOUT SUBMITTALS

1. Submit specific warranties, guarantees, workmanship bonds, final certifications, and similar documents.

SUBSTANTIAL COMPLETION AND FINAL INSPECTION

B. When project, or designated portion of project, is substantially complete, request in writing a final inspection. Upon receipt of written request that project is substantially complete, the

Contracting Officer will proceed with inspection within ten (10) days of receipt of request or will advise the Contractor of items that prevent the project from being designated as substantially complete. WDOH will be contacted, provided with O & M data and provide their final acceptance of the work prior to final acceptance from the Government will be issued.

C. If, following final inspection, the work is determined to be substantially complete, Contracting

Officer will prepare a Punch List to be corrected before final acceptance and issue a Letter of

Substantial Completion. Contractor shall complete the work described on the Punch List within thirty (30) calendar days, as weather permits. If the Contractor fails to complete the work within this time frame, the Contracting Officer may either replace or correct the work with an…