Attachment_A_Specifications.pdf

Specifications

Ruby Beach Access Road and Parking Improvements

PMIS 256351

Developed By

Olympic National Park Facility Management 600 East Park Ave Port Angeles, WA

November 26, 2021

Ruby Beach Access Rd and Parking 00 20 00-1 Table of Contents

TABLE OF CONTENTS

Number Title Number of Pages

00 20 00 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 27 00 Definition of Contract Line Items

01 31 00 Project Meetings

01 33 23 Submittal Procedures

01 35 23 Accident Prevention

01 51 13 Temporary Services

01 56 00 Temporary Controls

01 60 00 Material and Equipment

01 77 00 Project Closeout

DIVISION 03 – CONCRETE

03 11 13 Cast In Place Concrete Forms

03 30 00 Cast In Place Concrete Site Elements

03 31 00 Normal Weight Structural Concrete

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing

31 22 13 Rough Grading

31 22 19 Finish Grading

31 23 00 Excavation & Fill

31 23 16.10 Import Soils & Fill Materials

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Concrete Exterior Improvements

32 12 16 Asphalt Concrete Paving

32 23 17.13 Pavement Markings (Painted)

Ruby Beach Access Rd and Parking 01 11 00-1 Summary of Work

SECTION 01 11 00 SUMMARY OF WORK

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this contract will rehabilitate the Ruby Beach Parking area to improve storm drainage, traffic flows and provide (ABAAS) Architectural Barriers Act Accessibility Standard compliance. Ruby Beach area includes the access road from US Highway 101, parking area and access routes to the overlook. Project includes all grading, concrete curbing and flatwork, storm drainage, paving, pavement markings and installation of site signage and appurtenances.

2. The NPS will close the parking area to the public for up to 90 calendar days so that the contractor has exclusive use of the site. Contractor is advised to install a temporary, locked barrier to prevent vehicular and pedestrian traffic into the construction zone during the closure.

3. All work shall be performed under a single lump sum contract.

1.2 LOCATION:

1. Ruby Beach Parking area, milepost 164.5, US101, Olympic National Park, Jefferson County, Washington.

1.3 CONTRACTOR'S USE OF PREMISES:

1. Construction Camp: Establishment of a camp within the Park and at this location will not be permitted.

2. Work Hours: Work that includes motorized equipment between March 31 and September 23 must not begin earlier than 2 hours after sunrise and must end 2 hours before sunset. Weekend work will normally not be allowed. Exceptions may be requested from the Contracting Officer.

3. Confine storage of materials to the immediate construction area. Coordinate deliveries so that deliveries fit available storage area. Kalaloch Maintenance area (156954 Highway 101, Forks, WA 98331) may be used as a staging area for some equipment and materials with prior NPS permission.

This is an unsecured facility approximately eight (8) miles south of Ruby Beach.

4. The Contractor shall note:

A. To prevent unnatural attractants to bears, no foods, garbage, drinks, trash, or food and drink containers may be placed outside trailers or buildings, except during actual use. Any mishandling of garbage, trash, foods, and other potential bear attractants described above will result in the responsible person or Contractor receiving a citation subject to a fine or court appearance before the U.S. Magistrate. Repetition of mishandling or any case of deliberate feeding will result in loss of in-Park operation privileges

B. Pets are prohibited.

C. Feeding, intentional or unintentional, of wildlife is prohibited.

5. Preservation of Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings. Restore damaged areas, repair or replace damaged trees and plants (per direction by NPS arborists and horticulturists), at no additional expense to the Government.

6. Vehicles/Heavy Equipment:

A. Rules of the Road: All vehicles and heavy equipment must comply with posted traffic regulations, including speed limits. Failure to comply with traffic regulations will result in a citation being issued to the driver.

B. Vehicle Parking: The contractor shall park vehicles and heavy equipment in designated areas as shown on the Site Location Map or as established at the preconstruction meeting.

Ruby Beach Access Rd and Parking 01 11 00-2 Summary of Work

C. 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. Ruby Beach access road will be closed to public vehicles during the duration of construction.

D. Vehicle Exhaust: All vehicles must be properly maintained to ensure 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 as well as those regarding threatened and endangered species.

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

F. Washington State Department of Transportation (DOT) Compliance: All vehicles are to comply 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.

1.4 FIELD VERIFICATION:

1. Field verify all new and existing dimensions and utilities affecting the work of this Contract before ordering products.

1.5 CONTRACTOR-FURNISHED ITEMS:

1. All materials, including borrow and aggregates, shall be Contractor-furnished from outside the Park.

PART 2 - PRODUCTS Not used.

PART 3 - EXECUTION Not used.

END OF SECTION 01 11 00

Ruby Beach Access Rd and Parking 01 31 00-1 Project Meetings

SECTION 01 27 00 DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 DESCRIPTION

1. The intent of this section is to explain, in general, what is and what is not included in a bid item, and the limits or cut-off points where one bid item ends, and another begins. If no line item exists for a portion of the work, include the costs in a related line item.

2. The work of this contract will rehabilitate the Ruby Beach Parking area, overlook, and access road from US Highway 101 to improve storm drainage, meet accessibility requirements, and improve traffic flows. The work includes but is not limited to:

LINE ITEM NO 1 – Site Preparation

This line consists of all material, labor, and equipment necessary to perform all erosion control, grading, removals, import and placement of fill materials, and the constructing of the storm water catch basin, culvert and outfall.

LINE ITEM NO 2 – Pavement

This line consists of all material, labor, and equipment necessary to pave the access road (approx. 1,000 LF) from Highway 101 and the main parking lot (approx. 26,000 SF).

LINE ITEM NO 3 - Pavement Markings

This line consists of all material, labor, and equipment necessary for the preparation and painting of pavement traffic markings.

LINE ITEM NO 4 – Concrete

This line consists of all material, labor, and equipment necessary to fabricate and install concrete curb and gutter, sidewalks, stairs, and ABA parking spaces.

LINE ITEM NO 5 – Signs and Steel Overlook Appurtenances

This line consists of all material, labor, and equipment necessary to furnish and install traffic signs, steel stair and ramp hand rail, bulletin board footings, reset cedar fence and bulletin board, and steel bicycle storage rack as shown on the drawings.

Payment will be made at the contract lump sum price for this item.

END OF SECTION 01 27 00

Ruby Beach Access Rd and Parking 01 31 00-2 Project Meetings

SECTION 01 31 00 PROJECT MEETINGS

PART 1 - GENERAL

1.1 PRE-CONSTRUCTION CONFERENCE:

1. Before start of construction, Contracting Officer will arrange a conference call, in lieu of an onsite meeting. The meeting agenda will generally include the following:

A. Correspondence procedures

B. Designation of responsible personnel

C. Labor standards provisions

D. Payroll reports

E. Changes

F. Payments to Contractor

G. Subcontractors

H. Park rules and regulations

I. Accident prevention program (including name of responsible supervisor)

J. Accident reporting

K. Documents required under the contract

L. Recycling program

M. Saturday, Sunday, holiday and night work

N. Safety program (compliance with the "Accident Prevention “clause of the General Provisions and mitigations of COVID-19 hazards)

O. Tentative construction schedule

P. Submittal of shop drawings, project data, and samples

Q. Relationship of Division 1 to other divisions

1.2 SITE MEETING:

1. NPS and the contractor will attend a site meeting to review conditions at the site. This may occur subsequent to the preconstruction meeting or held separately. Some of the issues to be discussed follow:

A. Materials staging area

B. Office Trailer location

C. Other contracted work in the area

END OF SECTION 01 31 00

Ruby Beach Access Rd and Parking 01 33 23-1 Submittals

SECTION 01 33 23 SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this section consists of submittal requirements before and during construction.

A. The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

a. Letter designating Project Superintendent.

b. Construction Schedule.

c. Schedule of Values.

d. Accident Prevention Plan.

e. COVID – 19 Safety Plan

f. A list of Subcontractors for this project.

g. Written statements from subcontractors certifying compliance with applicable labor standards clauses, using SF1413.

h. Satisfactory evidence of liability insurance coverage and worker’s compensation insurance for the Contactor and all subcontractors.

i. List all required construction permits required.

B. All items listed must be provided to the Contracting Officer before the Pre-Construction Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.2 GENERAL SUBMITTAL PROCEDURES

1. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

A. CM-16E Transmittal Form: All submittals shall be transmitted using National Park Service form CM-16E form, attached to the end of this specification section. No action will be taken on a submittal item unless accompanied by the CM-16E transmittal form. Complete the general information at the top of the form.

a. Provide all required information based on the submittal type

b. Attach all related documents.

c. Sign the CM-16E form in the contractor section at the bottom of the form.

2. Physical samples: Complete the CM-16E form as outlined above and deliver the physical sample to the COR (or designee) on site for processing. All comments and actions will be documented on the CM-16E form.

1.3 REQUESTS FOR INFORMATION (RFIs)

1. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI utilizing the form designated by the Contracting officer (see attachment).

Ruby Beach Access Rd and Parking 01 33 23-2 Submittals

A. Contracting Officer will not respond to RFIs submitted by other entities controlled by Contractor (e.g., subcontractors or suppliers).

B. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

2. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

A. RFI number, numbered sequentially.

B. Date.

C. RFI subject.

D. Specification Section number and title and related paragraphs, as appropriate.

E. Drawing number and detail references, as appropriate.

F. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

G. Contractor’s signature.

H. Requested date for response.

I. Attachments:

a. Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

b. Include dimensions, thicknesses, and details of affected materials, assemblies, and attachments on attached sketches.

3. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine the critical nature of each RFI and issue a response accordingly.

A. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

B. Contracting Officer's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

C. Contracting Officer's action on RFIs may result in the need for a change to the Contract Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract and be executed by the contracting officer.

Ruby Beach Access Rd and Parking 01 33 23-3 Submittals

1.2 RELATED REQUIREMENTS: Closeout submittals - Section 01700.

1.3 PRODUCT DATA, AND SAMPLES:

1. General Procedures:

A. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review.

B List submittals on National Park Service form CM-16. Identify the front of each sheet or item with the submittal and item number.

C. Submittals will not be accepted for review if identification is missing, an incorrect number of submittals are submitted, the transmittal form is incorrectly filled out, submittals are not coordinated, or submittals do not show evidence of Contractor's approval.

D. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

2. Specific Procedures:

A. Samples: Samples shall be large enough to clearly illustrate the functional characteristics and full range of color, texture, or pattern.

B. Manufacturers' Literature: Submit only pertinent pages; mark each copy of standard printed data to identify products referenced in specification section.

3. Contracting Officer's Review:

A. After approving submittals, Contracting Officer will return one copy to the Contractor.

B. If submittals are not approved, Contracting Officer will return one copy to Contractor with reasons for rejection. Resubmit, identifying changes.

C. Any work done before approval shall be at Contractor's own risk.

1.6 SIMILAR PRODUCTS OR APPROVED EQUAL

1. For each item proposed as a "similar product or approved equal," submit items required in each section and additional supporting data, including:

A. Drawings and samples as appropriate.

B. Comparison of the qualities of the proposed item with that specified.

C. Changes required in other elements of the work because of the substitution.

D. Name, address, and telephone number of vendor plus Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.

2. NPS will not consider requests for substitutions during the solicitation. .

3. Any submittal of a "similar product" constitutes a representation that the Contractor:

A. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

B. Will provide the same warranties for the proposed item as for the item specified.

C. Has determined that the proposed item is compatible with interfacing items.

D. Will coordinate the installation of such item and make all changes required in other elements of the work because of such item.

Ruby Beach Access Rd and Parking 01 33 23-4 Submittals

E. Waives all claims for additional expenses that may be incurred as a result of the use of a "similar product".

4. New Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material. Every effort will be made by the National Park Service to approve these materials.

END OF SECTION 01 33 23

TRANSMITTAL - NATIONAL PARK SERVICE Transmittal No.:

Sheet: 1 of:

Park:

Project:

Contract No.:

Pkg. No.:

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification

Section No.

Description of Item

(Size, Type, Name, Manufacturer, Use, Etc.)

Contractor Signature

Recommended by

Title, Date

Title

Date

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Review Comments

Action By

Date

Contracting Officer’s Representative

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omission.

SUBMITTAL LOG DATES: From contractor [__________], To reviewer [__________], From reviewer [__________], To Contractor [__________]

Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim CM-16Rev. 4/00 (Formerly DSC-1(CS)

Ruby Beach Access Rd and Parking 01 35 23-1 Accident Prevention

Section 01 35 23 ACCIDENT PREVENTION

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1.2 SUBMITTALS:

1. Accident Prevention Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days. No progress payments will be processed until the program is approved. The program shall include:

A. Name of responsible supervisor to carry out the program.

B. Weekly and monthly safety meetings.

C. First aid procedures.

D. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

E. Training, both initial and continuing.

F. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

G. Housekeeping: Section 01 56 00.

H. Fire Protection: Section 01 51 13.

I. Mitigations of COVID-19 hazards, including implementation and adaptation of required protocols (reference FAR clause 52.223-99).

2. Spill Response & Containment Plan: Before on-site work begins, submit for approval a Spill Response and Containment plan for all heavy equipment on-site. Plan shall be in accordance with all local and State laws surrounding removal and transport of waste/varnished fuel near waterways. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program

Ruby Beach Access Rd and Parking 01 35 23-2 Accident Prevention requires any revisions or corrections, the Contractor shall resubmit the program within 10 days. No progress payments will be processed until the program is approved.

3. Submit a report of safety meetings and of inspections, weekly.

4. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

1.3 QUALITY ASSURANCE:

1. F.A.R. Clauses 52.223-99 entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions. In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply.

2. Equipment or tools not meeting OSHA requirements will not be allowed on the project site. Failure to comply with the requirements of this section and related sections may result in suspension of work.

3. Qualifications of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

C. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be 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.

1.4 ACCIDENT REPORTING:

1. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, fuel spillage and fires.

Within 7 days of a reportable accident, fill out and forward to the Contracting Officer a DI-134 form, which may be obtained from Contracting Officer.

2. All Other Accidents: The Contractor shall report all other accidents to the Contracting Officer as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

PART 2 - PRODUCTS

2.1 ACCIDENT PREVENTION PLAN

1. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following (also refer to 1.2 above):

A. Name of responsible supervisor to carry out the program.

B. Weekly and monthly safety meetings.

C. First aid procedures.

D. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase.

E. Training, both initial and continuing.

Ruby Beach Access Rd and Parking 01 35 23-3 Accident Prevention

F. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

2.1 FIRST AID FACILITIES:

1. Provide adequate facilities for the number of employees and the type of construction at the site.

2.2 PERSONNEL PROTECTIVE EQUIPMENT:

1. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

2.3 BARRIERS: Section 01 53 00.

PART 3 - EXECUTION

3.1 EMERGENCY INSTRUCTIONS:

1. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.2 PROTECTIVE EQUIPMENT:

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

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

3.2 SAFETY MEETINGS:

1. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by the site superintendent and attended by all construction personnel at the worksite, including subcontractors present.

2. Conduct monthly safety meetings for all levels of supervision. Notify the Contracting Officer in advance.

These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program. The COR will enter the results of the meetings into their daily log.

3.4 HARD HATS AND PROTECTIVE EQUIPMENT AREAS:

1. A hard hat area will be designated by the Contracting Officer. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

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

3.6 TRAINING:

1. First Aid: Provide adequate training to ensure prompt and efficient first aid.

2. 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, Ruby Beach Access Rd and Parking 01 35 23-4 Accident Prevention poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

3.7 SAFER FEDERAL WORKFORCE:

1. Contrators to the Federal Government shall comply with the most current version of “Safer Federal Workforce Task Force COVID-19 Workplace Safety: Guidance for Federal Contractors and Subcontractors” (see attachment).

END OF SECTION 01 35 23

Ruby Beach Access Rd and Parking 01 51 13-1 Temporary Services

SECTION 01 51 13 TEMPORARY SERVICES

PART 1 - GENERAL

1.1 DESCRIPTION: The work of this section consists of providing temporary services required for Contractor's performance of the work of this Contract.

2.1 GENERAL:

1. Temporary materials may be new or used but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards.

2.2 FIRE PROTECTION EQUIPMENT:

1. UL Class 2A, 2-1/2-gallon water type, stored-pressure extinguisher and UL Class 10, Type I, 15-pound B:C carbon dioxide extinguisher.

2.3 FIELD OFFICE:

1. If the contractor opts to install a field office, use a prefabricated or mobile unit with serviceable finishes, temperature controls, and foundations adequate for normal loading.

2.4 STORAGE AND FABRICATION SHEDS:

1. If the contractor opts to install Storage and/or Fabrication Sheds, use weathertight sheds or other covered facilities for storage of materials subject to weather damage. Number and size of structures shall be subject to Contracting Officer's approval.

2.5 TELEPHONE:

1. No telephone service is available onsite for Contractor's use. The project site does not have reliable cellular phone coverage.

2.6 WATER:

1. Potable water is not available at the site.

2.7 SANITARY FACILITIES:

1. Contractor may use the vault toilet on the site or provide temporary facilities. If the contractor uses the park facility, the contractor shall arrange and pay for pumping and cleaning at project completion.

COR will provide a key for the vault toilets.

2.8 ELECTRIC:

1. No electric service is available at the project site.

3.1 FIRE PREVENTION AND PROTECTION:

1. A capable and qualified person shall be placed in charge of fire protection. The responsibilities shall include locating and maintaining fire protective equipment and establishing and maintaining safe torch cutting and welding procedures.

2. Hazard Control: Take all necessary precautions to prevent fire during construction. Do not store flammable or combustible liquids in buildings. Provide adequate ventilation during use of volatile or noxious substances.

3. Spark Arresters: Equip all gasoline or diesel-powered equipment used in potential forest or grass fire locations with spark arresters.

Ruby Beach Access Rd and Parking 01 51 13-2 Temporary Services

4. Locate internal combustion equipment so that exhausts discharge well away from combustible materials.

5. Locate service areas a minimum of 25 feet from buildings. Shut down equipment before refueling.

6. Smoking: Smoking on the construction site is prohibited.

7. Should shall follow requirements set forth by Washington State Department of Natural Resources Industrial Fire Precaution Levels.

3.2 PROTECTION EQUIPMENT REQUIRED:

1. Vehicles and Equipment: Provide one extinguisher on each vehicle or piece of equipment.

END OF SECTION 01 51 13

Ruby Beach Access Rd and Parking 01 56 00- 1 Temporary Controls

SECTION 01 56 00 TEMPORARY CONTROLS

1.1 DESCRIPTION: The work of this section consists of providing temporary controls.

PART 2 - PRODUCTS Not Used.

PART 3 – EXECUTION

3.1 HOUSEKEEPING:

1. Keep project neat, orderly, and in a safe condition at all times.

2. Provide enough containers for collecting construction debris and construction materials to be recycled. Food storage and disposal must meet Park regulations.

3. The Contractor is encouraged to provide individually marked containers for recycling personal items, such as aluminum cans, newspapers, plastic, corrugated cardboard. These items may be recycled by the Contractor.

4. Keep volatile wastes in covered containers.

5. Routine magnetic sweeps of the jobsite are encouraged, to minimize hazard to humans, animals and vehicles.

3.2 DISPOSAL:

1. Immediately remove hazardous rubbish from project site. Place other construction debris in refuse containers at least daily. Dispose of refuse at least weekly, in a legal manner, at public or private dumping areas outside the Park. Do not burn or bury refuse inside the Park.

3.3 AIR AND WATER POLLUTION CONTROL:

1. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

2. Do not dispose of volatile wastes or oils in storm or sanitary drains.

3. Do not allow waste materials to be washed into streams or bodies of water.

4. One hydraulic fluid spill kit per piece of equipment utilizing hydraulics must be present.

END OF SECTION 01 56 00

Ruby Beach Access Rd and Parking 01 60 00-1 Materials and Equipment

SECTION 01 60 00 MATERIAL AND EQUIPMENT

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this section consists of the general procedures for handling, storing, and protecting material and equipment.

1.2 TRANSPORTATION AND HANDLING:

1. Arrange deliveries of materials in accordance with construction schedules; coordinate to avoid conflict with work and conditions at the site.

2. Deliver materials in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible.

3. Contractor is encouraged to obtain materials in biodegradable or recyclable/ reusable packaging which uses the minimum amount of packaging possible.

1.3 LOCATION:

1. Materials and equipment to be used must be stored within the immediate construction zone or Kalaloch Maintenance area, unless specifically approved in advance by the Contracting Officer.

1.4 STORAGE AND PROTECTION:

1. Exterior Storage:

A. Store products subject to damage by the elements in weather tight enclosures.

B. Store fabricated products above the ground, on blocking or skids; prevent soiling or staining. Cover products subject to damage or deterioration with impervious sheet coverings;

provide adequate ventilation to avoid condensation.

C. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter.

2. Protection After Installation: Provide adequate coverings as necessary to protect installed materials from damage resulting from natural elements, traffic, and subsequent construction.

PART 2: PRODUCTS Not used.

PART 3: EXECUTION Not used.

END OF SECTION 01 60 00

Ruby Beach Access Rd and Parking 01 77 00-1 Closeout

SECTION 01 77 00 PROJECT CLOSEOUT

1.1 DESCRIPTION:

1. The work of this section consists of final cleanup, closeout submittals, and final inspection procedures.

2.1 CLEANING MATERIALS:

1. As recommended by the manufacturer of surface to be cleaned.

3.1 CLEANING:

1. Remove all tools, equipment, surplus materials, and rubbish. Restore or refinish surfaces of existing facilities that are marred, scratched, or damaged due to the work of this contract to match original condition. Remove grease, dirt, stains, foreign materials, and labels from interior and exterior finished surfaces. Sweep paved areas, rake grounds. At time of final inspection, project shall be thoroughly clean and ready for use.

3.2 CLOSEOUT SUBMITTALS: Submit before final inspection request.

1. Guarantees: As specified in individual sections.

2. Spare Parts and Materials: As specified in individual sections.

3.3 SUBSTANTIAL COMPLETION AND FINAL INSPECTION:

1. Submit written certification that project, or designated portion of project, is substantially complete, and request in writing a final inspection. Contracting Officer’s Representative will inspect within 10 days of receipt of request.

A. 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.

B. 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 fifteen (15) 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 appropriate reduction in the contract price or charge for re-inspection costs in accordance with the Inspection of Construction clause of the contract.

C. If, following final inspection, the work is not determined to be substantially complete; Contracting Officer will notify Contractor in writing. After completing work, Contractor shall request a new final inspection. All re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction clause of the contract.

3.4 FINAL ACCEPTANCE OF THE WORK:

1. After all deficiencies have been corrected, a Letter of Acceptance will be issued.

A. Prior to requesting inspection, verify completion of all outstanding items.

Ruby Beach Access Rd and Parking 01 77 00-1 Closeout

B. After all deficiencies have been corrected, a Letter of Final Acceptance will be issued.

3.5 POST-CONSTRUCTION INSPECTION:

1. Before expiration of warranty period, Contracting Officer will inspect project and notify Contractor in writing of all deficiencies.

END OF SECTION 01 77 00

____________________________DIVISION 03

CONCRETE

Ruby Beach Access Rd and Parking 03 11 13-1 Concrete Forms

SECTION 03 11 13 CAST-IN-PLACE CONCRETE FORMS

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this Section consists of furnishing and installing required formwork ready for placing of concrete. This includes the design, construction, safety, removal and disposal of the formwork.

1.21 REFERENCES :

1. American Society for Testing and Materials 1. ASTM D 1751-97, 'Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)'

1.3 SUBMITTALS :

1. Quality Assurance/Control - Manufacturer's application instructions for form release agent, if used.

2.1 COMPONENTS:

1. Forms - wood, metal, or plastic as arranged by Contractor. Forming material shall be compatible with specified form release agents and with finish requirements for concrete to be left exposed or to receive decorative finish.

2. Expansion / Contraction Joints

A. Asphalt Impregnated Fiber:

a. Manufactured commercial fiber type meeting requirements of ASTM- D 1751 and one half (1/2) inch thick.

b. Acceptable Products and Manufacturers:

i. Conflex by Masonite Building & Industrial Products Group, Chicago, IL

ii. Sealtight by W R Meadows Inc, Elgin, IL

iii. “As Equal” product approved by Contracting Officer before installation. See Division 01 Section 01 33 23 “Submittal Procedures.”

3.1 INSTALLATION

1. Forms

A. Assemble forms so forms are sufficiently tight to prevent leakage.

B. Properly brace and tie forms.

C. Make proper form adjustments before, during, and after concreting.

D. Use new forms or used forms that have been cleaned of loose concrete and other debris from previous concreting and repaired to proper condition. Provide smooth liner on forms used for concrete to be exposed if necessary, to attain specified finish quality.

E. Use metal cold joint forms when unable to place concrete for footings, foundations, and slabs in continuous pours.

2. Accessories

Ruby Beach Access Rd and Parking 03 11 13-2 Concrete Forms

A. Provide for installation of inserts, templates, fastening devices, and other accessories to be set in concrete prior to placing.

B. Position anchor bolts for hold-down anchors and columns and securely tie in place prior to placing concrete.

C. Expansion Joints: Install as shown on Drawings.

D. Form Removal: Removal of forms can usually be accomplished in twelve (12) to twenty-four (24) hours. If temperature is below fifty (50) deg F or if concrete (stairs, beams, etc.)

depends on forms for structural support, leave forms intact for sufficient period for concrete to reach adequate strength.

END OF SECTION 03 11 13

Ruby Beach Access Rd and Parking 03 30 00-1 Concrete Site Elements

SECTION 03 30 00 CAST-IN-PLACE CONCRETE SITE ELEMENTS

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this Section consists of furnishing and performing all operations necessary for the placement of cast-in-place concrete site elements as described in Contract Documents. For all precast concrete items, refer to specification Section 03 40 00, “Precast Concrete Items.”

1.2 REFERENCES:

1. Normal Weight Structural Concrete – Section 03 31 00

2. ACI 301-05: Specifications for Structural Concrete, American Concrete Institute

1.3 SUBMITTALS: (Not Used.)

2.1 MATERIALS:

1. Granular Base 1. Base type gravel or crushed rock graded as follows -

Sieve Size Percent by Weight Passing Sieve 1 inch 100

3/4 inch 85 - 100

No. 4 45 - 60

No. 10 30 - 50

No. 200 5 - 10 (non-plastic)

2. Concrete

A. Meet requirements specified in Division 03 Section 03 31 00 “Normal Weight Structural Concrete” for exterior concrete; “unless otherwise noted in the specifications or drawings.”

3.1 PREPARATION:

1. Sub-Base

A. Compact sub-base as specified on drawings.

3.2 INSTALLATION:

1. Place minimum depth of granular base, level, and compact as specified on drawings.

2. Joints

A. Scored Control Joints:

a. Spacing, as shown on drawings.

b. Depth of control joints shall be approximately one fourth (1/4) of concrete slab thickness, but not less than one (1) inch.

Ruby Beach Access Rd and Parking 03 30 00-2 Concrete Site Elements

3. Finish

A. Slab and Flatwork:

a. Broom finish as specified by ACI 301 unless noted otherwise in the plans or contract documents.

b. Round edges including edges formed by expansion joints.

c. Remove edger marks

3.3 FIELD QUALITY CONTROL:

1. Inspection

A. To allow the Contracting Officer’s verification of grades and elevations, notify the Contracting Officer three (3) days minimum before placing concrete for specified concrete site elements.

END OF SECTION 03 30 0

Ruby Beach Access Rd and Parking 03 31 00-1 Normal Weight Concrete

SECTION 03 31 00 NORMAL WEIGHT STRUCTURAL CONCRETE

PART 1: GENERAL

1.1 DESCRIPTION

1. The work in this Section includes furnishing and installing Project concrete work as shown in drawings. Items included, but not limited to: slabs-on-grade (ramps/sidewalks), curbs and gutters, stairs, signpost bases, steel gate footers.

1.2 REFERENCES

1. American Society for Testing and Materials

A. ASTM C 33, 'Standard Specification for Concrete Aggregates'

B. ASTM C 94, 'Standard Specification for Ready-Mixed Concrete'

C. ASTM C 150, 'Standard Specification for Portland Cement'

D. ASTM C 260, 'Standard Specification for Air-Entraining Admixtures for Concrete'

E. ASTM C 494, 'Standard Specification for Chemical Admixtures for Concrete'

D. ASTM C 618, 'Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete'

G. ASTM E 1155, ‘Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers’

2. Washington State Department of Transportation (WSDOT) – M41-10 - Standard Specifications for Road, Bridge and Municipal Construction – 2018 Edition

1.3 SYSTEM DESCRIPTION:

1. Design Requirements

A. Concrete elements of Project are designed to meet WSDOT – Standard Specifications for Road, Bridge and Municipal Construction Section 6 – Structures

2. Performance Requirements

A. Conform to requirements of ASTM C 94 unless specified otherwise.

B. For testing purposes, following concrete strengths are required -

a. At seven (7) days - sixty (60) percent minimum of twenty-eight (28) day strengths

b. At twenty-eight (28) days - 1) Full strength per accepted mix design requirements.

1.4 PROJECT CONDITIONS:

1. Project Environmental Requirements

A. Cold Weather Concreting Procedures –

a. No frozen materials shall be used.

b. Forms, reinforcement, and fillers shall be free from frost. Place no concrete on frozen ground.

c. For temperatures below forty (40) degrees F, maintain concrete at between sixty

(60) and eighty (80) degrees F when placing, and fifty (50) degrees F minimum for five (5) days if regular concrete, or at fifty (50) degrees F for three (3) days if high early strength concrete, or longer if determined necessary by the Contracting Officer.

Ruby Beach Access Rd and Parking 03 31 00-2 Normal Weight Concrete

d. Housing, covering, or other protection shall remain in place for twenty-four (24) hours after heat is discontinued.

B. Hot Weather Concreting Procedures -

a. Maximum concrete temperature allowed is ninety (90) degrees F in hot weather.

b. Cool aggregate and subgrades by sprinkling.

c. Avoid cement over one hundred forty (140) degrees F

d. Use cold mixing water or ice.

e. Use fog spray or evaporation retardant to lessen rapid evaporation from concrete surface.

1. Portland Cement - Meet requirements of ASTM C 150, Type II.

2. Aggregates

A. Combined Aggregate Grading - Grading C

a. Meet requirements of WSDOT Standard Section 6-2 Combined Aggregate Gradings which by test or actual service produces concrete of required strength and conforms to local governing codes.

b. Aggregate shall be uniformly graded as follows –

i. All Work (Standard Specifications 9-03.1(5)B):

Sieve Size Percent Passing 1-1/2 inch 99 - 100

1 inch 82 - 100

1/2 inch 57 - 83

No. 4 34 – 54

No. 8 22 – 39

No. 16 14 – 29

No. 30 8 – 21

No. 50 3 – 15

No. 100 0 - 11

No. 200 0 - 2

3. Water - Clear, apparently clean, and potable.

4. Admixtures and Miscellaneous

A. Mineral - a. Fly Ash Pozzolan - Meet requirements of ASTM C 618, Class F or C and with loss on ignition (LOI) of four (4) and two (2) percent maximum respectively.

B. Chemical – Not Required

2.2 MIXES:

1. Submit Manufacturer’s Mix.

Ruby Beach Access Rd and Parking 03 31 00-3 Normal Weight Concrete

2.3 MATERIAL CERTIFICATES :

1. Signed by manufacturer’s certifying that each of the following items complies with the requirements: Cementitious materials and aggregates. Include mill certificates for cement.

1. Remove water and debris from space to be placed.

3.2 INSTALLATION:

1. Site Tolerances

A. ACI Standards shall govern concrete work except where specified differently

2. Concrete Types

A. Use specified concrete mix types in following Project elements: If exposed to weather through a winter freeze / thaw season during construction period, use alternate approved mix design.

3. Placing

A. Place as soon after mixing as possible. Deposit as neatly as possible in final position. Placing of concrete shall be continuous until a panel or section is complete.

B. Compact concrete in forms by vibrating and other means where required.

Thoroughly work in concrete around reinforcing bars.

C. Do not embed aluminum in concrete.

D. Do not use contaminated, deteriorated, or re-tempered concrete.

E. Avoid accumulation of hardened concrete.

4. Finishing – Broom finish with smooth edge-trowel all horizontal, flat, foot traffic surfaces.

Stair treads broom finished with smooth round over edge and 4-groove finish.

5. Curing - Keep concrete moist seven days minimum for regular concrete and three (3) days for high early strength. Do not use concrete curing compounds without the Contracting Officer's written approval. Do not use curing compounds to replace moist curing unless accepted in writing by the Contracting Officer.

3.3 PROTECTION:

1. Protect concrete which has not received its initial set from precipitation to avoid excess water in mix and unsatisfactory surface finish.

END OF SECTION 03 31 00

______________________________DIVISION 31

EARTHWORK

Ruby Beach Access Rd and Parking 31 10 00-1 SITE CLEARING

31 10 00 SITE CLEARING

PART 1 - GENERAL

1.1 DESCRIPTION:

1. The work of this Section includes clearing and grubbing, topsoil removal and storage.

PART 2 - PRODUCTS (Not Used.)

1. Protection

A. Provide barricades, coverings, and other protection necessary to prevent damage to existing improvements.

B. Protect improvements on adjoining properties as well as those on Park property.

C. Protect existing trees as shown on drawings.

a. Do not smother trees by stockpiling construction materials or excavated materials within drip line.

b. Avoid foot or vehicular traffic or Parking of vehicles within drip line.

c. Provide temporary protection as required to prevent damage to trees.

d. Do not remove, injure, or destroy trees or other plants without prior approval from Contracting Officer.

e. Clean cut roots with hand or powered saw for roots over one and one half (1-½) inches in diameter.

D. Provide earth cover over cut roots as soon as possible.

2. Clearing and Grubbing

A. Do not clear and grub without prior approval from Contracting Officer.

B. Clear from surface of existing ground all trees and shrubs marked for removal, brush, downed timber, rotten wood, heavy growth of grass and weeds, vines, rubbish and debris.

C. Topsoil

a. Carefully strip native topsoil to whatever depths encountered, in manner to prevent intermingling with underlying subsoil or objectionable material.

b. Stockpile excess topsoil for reuse.

- Construct storage piles to freely drain surface water.

- Cover storage piles to prevent erosion.

- Cover all storage piles with plastic to prevent growth of weeds.

D. Disposal of waste materials

a. Burning materials on-site is prohibited.

b. Remove all waste materials from site.

END OF SECTION 31 10 00

Ruby Beach Access Rd and Parking 31 22 13-1 Rough Grading

SECTION 31 22 13 ROUGH GRADING

PART 1 - GENERAL

1.1 SUMMARY:

1. Includes but Not Limited To

A. Perform rough grading work required to prepare site for construction as described in Contract Documents.

A. Materials used for fill shall be as specified for subbase/base material in construction plans.

1. Before making cuts, remove topsoil over areas to be cut and filled that was not previously removed by stripping specified in Section 31 10 00 “Site Clearing”. Stockpile this additional topsoil with previously stripped topsoil.

3.2 PERFORMANCE:

1. Site Tolerances

A. Maximum variation from required grades shall be 1/10 of one foot.

2. If soft spots, water, or other unusual and unforeseen conditions affecting grading requirements are encountered, stop work, and notify Contracting Officer.

3. Do not expose or damage existing shrub or tree roots.

END OF SECTION 31 22 13

Ruby Beach Access Rd and Parking 31 22 19-1 Finish Grading

SECTION 31 22 19 FINISH GRADING

PART 1 - GENERAL

1.1 DESCRIPTION:

1. Work covered by this Section includes the finish grading required to prepare site for installation of landscaping as described in Contract Documents.

2. Related Sections

A. General Site Construction Requirements – Section 02 05 00

B. Site Clearing – Section 31 10 00

PART 2: PRODUCTS – (Not Used)

PART 3: EXECUTION

3.1 EXAMINATION:

1. Do not commence work of this Section until specifications for site clearing and rough grading are met.

3.2 PREPARATION:

1. Protection: Protect other finished surfaces, vegetation, utilities and site elements from damage.

2. Surface Preparation

A. Prepare base course material for final grading prior to traffic surface placement.

END OF SECTION 31 22 19

Ruby Beach Access Rd and Parking 31 23 00-1 Excavation & Fill

SECTION 31 23 00 EXCAVATION & FILL

1.1 DESCRIPTION:

1. Section Includes: Perform all excavation, dewatering, filling, backfilling, compaction and grading necessary or required for the construction of the work as covered by these specifications and indicated on the drawings. The excavation shall include, without classification, the removal and disposal of all materials of whatever nature encountered, including water and all other obstructions that would interfere with the proper construction and completion of the required work.

1.2 REFERENCES:

1. American Society for Testing and Materials (ASTM).

2. Washington State Department of Transportation, M41-01.32-Standard Construction Manual, August 2018 Edition.

3. Washington State Department of Transportation, M41-10-Standard Specifications for Road, Bridge, and Municipal Construction, 2018 Edition.

1.3 SUBMITTALS:

1. Submit lab test results for import fill materials (1.4.1)

2. Submit “Weed-Free” certification on any import fill material (2.1.1)

3. Submit 95% compaction test results for sub-base material (3.4.6)

1.4 QUALITY ASSURANCE:

1. Source Quality Control: Test import materials proposed for use to demonstrate that the materials conform to the specified requirements.