Atch_1_Specifications.pdf

PADRE ISLAND NATIONAL SEASHORE

MALAQUITE CAMPGROUND RV DUMPING STATION

REPLACEMENT

PAIS 257507

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

INTERMOUNTAIN REGION

MAY 2024

PAIS 257507 TOC-1

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

010000 General Requirements

DIVISION 09 – FINISHES

099653 Elastomeric Coatings

DIVISION 10 – SPECIALTIES

101426 Signage Post

DIVISION 22 – PLUMBING

220523 Ball Valves for Plumbing Piping

221116 Domestic Water Piping

221319.13 Sanitary Drains

DIVISION 26 – ELECTRICAL

260533.13 Conduits for Electrical Systems

260533.16 Boxes and Covers for Electrical Systems

265600.00 Exterior Lighting

DIVISION 32 – EXTERIOR IMPROVEMENTS

321123.00 Aggregate Base Course

321313 Concrete Paving 321373 Concrete Paving Joint Sealants

DIVISION 33 – UTILITIES

331417 Site Water Service Utility Appurtenances

GENERAL REQUIREMENTS

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SECTION 010000 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Work Covered by the Contract Documents: The work includes improvements to the existing Malaquite Campground RV Dumping station. The work generally consists of the following:

1. Removal, demolition and disposal of the existing RV dumping station, including all drain piping, existing asphalt, pavement, water service lines, concrete islands and appurtenances, hose reels and enclosures, etc.

2. Removal and disposal of the potable water hose reels and enclosures.

3. Construct two (2) RV dumping station and connect to existing sewer system. Work includes, new curb and gutter, concrete island structures, concrete pavement, water service piping and connections, water towers, fittings and boxes, signpost, exterior bollard lighting, concrete pavement, 4” SCH. 40 PVC DWV waste piping, and sanitary foot hatch.

4. Upgrade existing potable water access locations by install water towers, bollards, valve boxes, fittings and connection to existing water service lines.

5. Replace existing valve boxes and valves.

6. Replace brass Reduced Pressure Zone (RPZ) assemblies and enclosure.

7. Install 1” SCH. 40 PVC NMT conduit and box under proposed concrete pavement. Install nylon rope through conduit for future.

B. Project Location: Padre Island National Seashore, Malaquite Campground RV Dumping Station (Evaporative Sewage Lagoons), Corpus Christi, TX

C. Period of Performance: Work shall be completed within 180 calendar days of the start date provide the Notice to Proceed.

D. Contractor’s Use of Premises

1. Construction Camp: Establishment of a camp within the park will not be permitted.

2. Storage of Materials & Equipment: All materials and equipment shall be staged within the fenced perimeter of the wastewater treatment area. The exact staging area shall be designated by Contracting Officer at the time of the preconstruction meeting.

3. Use of Site: Limit use of premises to area within the fenced perimeter of the lagoons. Do not disturb portions of Project site beyond areas in which the Work is indicated.

a. Preservation of Natural Features & Species:

1) Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government. If restoration is required, the Contractor shall submit a revegetation plan, which must be approved in writing by the Contracting Officer before any revegetation work can proceed.

2) Provide temporary barriers to protect existing trees and plants and root zones.

3) Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with Contracting Officer and remove agreed upon roots and branches that interfere with construction.

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4) Do not fasten ropes, cables, or guys to existing trees.

5) Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

6) Care shall be taken not to disturb any wildlife species (reptiles, migratory birds, raptors, or bats) found nesting, hibernating, estivating, or otherwise living in, or immediately nearby, worksites. Contractor shall immediately notify the Contracting Officer if removal of wildlife from the project area is required, and the park with handle the relocation of wildlife.

7) If imported fill, rock or other materials are required for this project, the materials shall be clean and weed free. Contractor shall notify the Contracting Officer of the source of those materials. All materials shall be acquired from commercially operated sites.

8) To reduce noise and pollution emissions, construction equipment shall not idle any longer than is necessary for mechanical or safety reasons.

9) Work area shall be cleaned daily, and all debris and litter shall be properly secured in an appropriate receptacle.

10) All equipment and vehicles used on the project site shall have mufflers or sound attenuation devices installed that are in proper working order; use only well maintained and properly functioning equipment and vehicles; use portable wooden sound screens to minimize particularly noisy operations such as air compressors.

11) For backfilling of anchor trenches which must occur in the early morning, contractor shall only use enough lighting as required to safely perform the work. The light used shall be focused on the work area.

b. Preservation of Archaeology:

1) In the event that human remains are discovered during construction activities, all work on the project must stop and the Contracting Officer shall be contacted immediately.

2) If previously unknown archeological resources are encountered during construction, all work in the immediate vicinity (600 feet) of the discovery shall be halted and the Contracting Officer shall be immediately notified.

Work will not be allowed to resume until the resources are identified and documented and an appropriate mitigation strategy developed.

c. Government Occupancy: Allow for Government occupancy of Project site.

d. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

4. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials.

Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

5. Spill Protection:

a. Contractor’s Store hazardous materials in accordance with manufacturers and

OSHA 29CFR1926 Subpart D requirements. Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

b. Immediately report all spills of hazardous materials to the park.

010000 -5

c. Maintain a spill emergency response kit.

d. Train employees how to respond to a spill and use the emergency response kit.

e. A portable spill containment pool/pad shall be place underneath the fueling area before refueling any equipment on site. Contractor shall provide a submittal for the proposed spill containment pool/pad for approval by the Contracting Officer before mobilization of any equipment to the project site. Acceptable pools/pads: Pig Model PAK927, Pig Model PAK723, or approved equal.

f. If a generator is used on this project, a fuel containment system shall be underneath the generator at all times. Provide a submittal for the proposed fuel containment system for approval by the Contracting Officer before mobilization of a generator to the project site.

g. Fuel containment is required for all fuel caches, including small volume gasoline containers.

h. Equipment must be free of any fluid leaks (fuel, oil, hydraulic fluid, etc.) upon arrival to the work site and shall be inspected by the Contractor at the beginning of each shift for leaks. Leaking equipment shall be moved off site for necessary repairs.

E. Work Restrictions

1. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7a.m. to 4:30p.m., Monday through Friday, except as otherwise arranged with Contracting Officer.

2. Special Construction Requirements

a. Exotic Vegetation and Noxious Weeds

1) Cleaning of Equipment

a) The Contractor shall ensure that prior to entering the park and moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Contractor shall ensure that all equipment has been properly pressure washed.

Equipment shall be considered free of soil, seeds and other such debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools is not required.

b) Contractor shall notify the Contracting Officer at least 2 days prior to moving any equipment onto the Project Area. Notification will include identifying the location of the equipment’s most recent operations. The Contractor shall arrange for the Contracting Officer to inspect each piece of equipment prior to it entering the park.

2) Borrow Materials

a) Any fill, rock or topsoil needed from borrow sources shall be obtained from a Government approved source.

b. Avoid Soil Compaction

1) Avoid compaction from heavy equipment to surrounding area by keeping equipment inside the limits of work specified above. If work outside the limits is necessary, do so only when the soil is dry.

2) Compacted soils must be ripped or decompacted post construction to enable

010000 -6 vegetation.

3) All disturbances must be returned to grade and any tracks from equipment must be raked out.

3. Existing Utilities

a. Notify Contracting Officer and utility companies of proposed locations and times for excavation.

b. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

c. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

4. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated.

a. One facultative lagoon must remain operational at all times throughout construction.

Based on existing park wastewater flows, one lagoon is sufficient to handle the incoming wastewater during construction. The contractor shall pump out the existing wastewater and transfer the existing sludge from the facultative lagoon where the liner is being replaced to the other facultative lagoon that is to remain active.

b. Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

c. Do not proceed with utility interruptions without Contracting Officer’s written permission.

F. Field Verification

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

2. The locations of existing utilities shown on drawings are approximate. Contractor shall field verify location of all existing utilities.

PART 2 - PRODUCTS - NOT USED

PART 3 - EXECUTION

3.1 PROJECT MANAGEMENT AND COORDINATION

A. Project Meetings

1. Pre-construction Conference: Before start of construction, the Contracting Officer may arrange an on-site meeting or conference call with Contractor. The Contracting Officer’s Representative and a Science & Resource Management Representative shall be present at the meeting. Suggested meeting agenda may include the following:

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a. Roles and Responsibilities/Lines of Authority.

b. Park rules and regulations.

c. Coordination of Subcontractors.

d. Labor law application.

e. Modifications.

f. Payments to Contractor.

g. Payroll reports.

h. Contract time.

i. Liquidated damages.

j. Notice to proceed.

k. Construction Schedule.

l. Correspondence procedures.

m. Acceptance/rejection of work.

n. Progress meetings.

o. Submittal procedures.

p. As-constructed drawings/operation and maintenance (O&M) manuals.

q. Saturday, Sunday, holiday and night work.

r. Reference materials.

s. Value engineering.

t. Submittals required prior to or at Preconstruction Conference:

1) Letter designating the Project Superintendent.

2) Proposed construction schedule.

3) Schedule of values.

4) Accident prevention plan.

5) A list of Subcontractors for this project.

6) Written statements from subcontractors certifying compliance with applicable labor standard clauses.

7) Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

8) Waste management plan.

9) Quality control plan.

u. Project closeout requirements.

v. Resource Management Orientation and Requirements

2. Progress Meetings: The Contracting Officer may schedule b i - weekly meetings with the Contractor and subcontractors. The meeting agenda may include the following:

a. Submittal status.

b. Review of off-site fabrication and delivery schedules.

c. Requests for information (RFI) and other issues.

d. Modifications.

e. Work in progress and projected.

f. Construction Schedule update.

g. Status of Project Record Drawings and O&M manuals.

h. Other business relating to work.

3.2 SCHEDULES

A. After contract award and before the Pre-Construction Conference submit:

010000 -8

1. Schedule of Values

a. Breakdown each lump-sum item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item. Do not include mobilization, general condition costs, overhead or profit as a separate item.

b. Do not break down unit price items. Use only the contract price for unit price items.

c. The total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments.

d. An acceptable Schedule of Values shall be agreed upon by the Contractor and

Contracting Officer before the first progress payment is processed.

2. Construction Schedule

a. Prepare a list of all activities required to complete the Work. Prepare a skeleton network to identify probable critical paths.

b. Identify milestones in schedule including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

c. Upon acceptance of the Construction Schedule by the Contracting Officer, the Construction Schedule will be used to evaluate the Contractor's monthly applications for payment.

3.3 SUBMITTALS

A. Submittal Procedures

1. Prepare and submit Submittals required by individual Specification Sections. Transmit each submittal using National Park Service transmittal form CM-16, which can be obtained from Contracting Officer.

2. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on Contracting Officer’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

a. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

b. Re-submittal Review: Allow 15 days for review of each re-submittal.

3. Approved Equals

a. For each item proposed as an approved equal, submit supporting data, including:

1) Drawings and samples as appropriate.

2) Comparison of the characteristics of the proposed item with that specified.

3) Changes required in other elements of the work because of the substitution.

4) Name, address, and telephone number of vendor.

5) Manufacturer's literature regarding installation, operation, and maintenance.

010000 -9

b. A request for approval constitutes a representation that Contractor:

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

2) Will provide the same warranties for the proposed item as for the item specified.

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

4) Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5) Waives all claims for additional expenses that may be incurred as a result of the substitution.

B. Contractors Review: Review each submittal and check for coordination with other Work of the

Contract and for compliance with the Contract Documents. Note corrections and field dimensions.

C. Contracting Officer’s Action: Contracting Officer or his/her authorized representative will review each submittal, make marks to indicate corrections or modifications required, and return one copy.

D. Shop Drawings, Product Data, and Samples

1. As specified in the individual sections, forward submittals to Contracting Officer at least fifteen (15) days before need for approval. Unless a different number is specified, submit three copies of each shop drawing and three copies of all other submittals requested.

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

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

E. Manufacturer's Installation Instructions - When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

3.4 SAFETY REQUIREMENTS

A. Description: The work consists of establishing and implementing an effective accident prevention program and providing a safe environment for all personnel and visitors. Contractors shall maintain activities and site in accordance with OSHA regulations, NFPA 241, as well as other applicable local and state requirements for safety. Adequate egress shall be maintained at all times in accordance with NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

B. Submittals

1. Accident Prevention Plan - The Plan shall be written to comply with OSHA and project requirements including but not limited to the following:

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

b. Weekly safety meetings.

c. First aid procedures.

d. Outline the work and associated hazards, and the methods proposed to ensure

010000 -10 property protection and safety of the public, National Park Service personnel, and Contractor's employees.

e. Planning for possible emergency situations.

f. Fire Protection.

C. Qualification of Employees

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

2. 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.

3. 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.

D. Accident Reporting

1. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of $100. Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to Contracting Officer an Accident/Property Damage Report (Form CM-22). Form may be obtained from the 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.

E. Personnel Protective Equipment: Meet requirements of National Institute for Occupational Safety and Health (NIOSH) and OSHA.

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

G. 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. 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.

a. Keep 2 additional hard hats on site for visitors to the project site.

b. Post a sign at the project site that identifies that the area is a “Hard Hat Area.”

3.5 QUALITY REQUIREMENTS

A. Testing and inspecting services are the responsibility of the Contractor and 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.

010000 -11

B. Submittals

1. Quality Control Plan

a. A list of personnel responsible for quality control and assigned duties.

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

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

2. Contractor's Quality Control Daily Reports: Submit showing all inspections and tests on the first workday following the date covered by the report.

3. Test Reports

C. Quality Assurance

1. The Contractor's Quality Control Supervisor may also perform the duties of Project Superintendent.

2. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

3. Testing Agency Qualifications: An NRTL or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and where required by Contract, is acceptable to the Contracting Officer.

3.6 REFERENCES

A. Industry Standards

1. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

2. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

3.7 TEMPORARY FACILITIES AND CONTROLS

A. Temporary Facilities

1. Storage and Fabrication Sheds: Temporary weather tight 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. Provide temporary toilet for use by construction personnel.

a. Sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, sturdy enclosures with privacy locks. Maintain and clean at least weekly.

b. The temporary toilet shall be located within the chain link fence surrounding the

010000 -12 lagoons in a location approved by the Contracting Officer.

B. Temporary Utilities

1. Contractor may use existing water service at the project site. Contractor is responsible for providing hoses and other devices for connecting and filling their portable tanks. A backflow prevention device is required and shall be provided by the contractor.

a. Water from the park’s water system is available for use without metering and without payment of use charges.

2. Electric Power Service

a. Electric Power Service: No electricity at the job site; the contractor shall provide a generator for temporary power.

3. Telephone Service: No telephone service is available on site for Contractor's use. Cell phone coverage is not dependable.

C. Security and Protection of Facilities

1. Tree and Plant Protection: Install temporary fencing outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.

2. Site Enclosure Fence: The existing chain link fence can serve as the site enclosure fence.

If the sections of the existing fence need to be removed to facilitate construction the contractor will be required to provide temporary fencing in a manner that will prevent people and animals from easily entering construction area. If

3. Barricades, Warning Signs, and Lights (if needed): Comply with requirements of MUTCD, part IV, 2003 edition for erecting structurally adequate barricades, including warning signs and lighting.

4. Temporary Fire Protection: Install and maintain temporary fire-protection controls of types needed to protect against reasonably predictable and controllable fire losses. Comply with

NFPA 241.

a. Responsible Person: 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.

b. Smoking: Smoking within buildings or temporary storage sheds is prohibited.

c. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of National Park Service. Check with park; many require burn permits for welding.

d. Hazard Control: Take all necessary precautions to prevent fire during construction.

Provide adequate ventilation during use of volatile or noxious substances.

e. Spark Arresters: Equip all gasoline or diesel-powered equipment used during periods of potential fire hazards or in potential forest and grass fire locations with spark arresters approved by the USDA Forest Service.

5. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

1) Travel distance from any workstation to the nearest extinguisher shall not exceed 100 feet.

010000 -13

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

3.8 TEMPORARY STORM WATER POLLUTION PREVENTION

A. Implement measures to prevent storm water pollution during construction activities.

B. Ensure erosion and sediment control structures remain effective throughout construction operations. Contractor shall perform weekly checks to ensure control structures are in proper working order.

3.9 PRODUCT REQUIREMENTS

A. Product Delivery, Storage, and Handling: Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.

B. Packaging: Where Contractor has the option to provide one of the listed products or equal, preference shall be given to products with minimal packaging and easily recyclable packaging as defined in ASTM D5834.

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

Remove when no longer needed.

3.10 EXECUTION

A. Examination: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Investigate and verify existence and location of utilities and other construction.

B. Coordination with Utility Service Providers: Contact utility service providers to coordinate the work, testing requirements, and inspections.

C. Preparation: Take field measurements as required to fit the work properly. Where portions of the work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication.

D. Construction Layout: Verify layout information shown on drawings. If discrepancies are discovered, notify Contracting Officer promptly.

3.11 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT AND DISPOSAL

A. The 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.

010000 -14

B. Dispose of excess excavated material that cannot be used in the construction outside the park.

C. Unless otherwise specified, all removed material becomes the property of the Contractor and shall be disposed of outside the park in a legal manner.

D. Submittal

1. Waste Management Plan

a. Develop plan consisting of waste identification and waste reduction work plan. List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator.

1) Salvaged Materials for Reuse: For materials that will be salvaged and reused in this Project, describe methods for preparing salvaged materials before incorporation into the Work.

2) Salvaged Materials for Sale or Donation: Include a list of local receivers for materials that will be sold or donated to individuals and organizations.

3) Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept.

4) Disposed Materials: Indicate how and where materials will be disposed of.

3.12 CLOSEOUT PROCEDURES

A. Closeout Requirements:

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

2. Submit Project Record Drawings.

a. Maintain one complete full-size set of contract drawings and one full-size set of vendor-supplied drawings. Clearly mark changes, deletions, and additions using National Park Service drafting standards to show actual construction conditions.

Show additions in red, deletions in green, and special instructions in blue.

3. Submit Operation and maintenance manuals and data.

a. Manuals: Include a title page which includes project title, location, contract number, prime contractors name and address, and date of substantial completion. Organize each manual with a separate section for each system or product.

b. Include manufacturer’s data, vendor furnished drawings, equipment data sheets, schedules, emergency instructions, etc.

c. Include operational requirements such as operating standards, procedures, controls, etc.

d. Include maintenance requirements such as maintenance procedures, repair materials, warranties, reordering information, environmental requirements, etc.

4. Posted Operating Instructions: As specified in the individual sections. Furnish operating instructions attached to or posted adjacent to equipment. Include wiring diagrams, control diagrams, control sequence, start-up, adjustment, operation, lubrication, 010000 -15 shut-down, safety precautions, procedures in the event of equipment failure, and other items of instruction recommended by the manufacturer.

5. Deliver tools, spare parts, and extra materials.

6. Keys and Keying Schedule: Submit all keys including duplicates.

7. Submit test and balance report.

8. Terminate and remove temporary facilities from Project site.

9. Complete final cleaning requirements, including touchup painting.

10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

11. Instruct National Park Service personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Substantial Completion and Final Inspection

1. When 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 10 days of receipt of request or will advise the Contractor of items that prevent the project from being designated as substantially complete.

2. 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 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 appropriate reduction in the contract price.

3. 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.

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

C. Final Cleaning

1. Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

2. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

3. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

D. Post-Construction Inspection - Before expiration of warranty period, Contracting Officer will inspect project and notify Contractor in writing of all deficiencies.

END OF SECTION 010000

Submittal List with Review Estimate Template | National Park Service (NPS) - Denver Service Center (DSC) page 1 of 2

Submittal List with Review Estimate Template National Park Service (NPS) - Intermountain Regional Office (IMRO) | NOVEMBER 2023

SUBMITTAL LIST ACTION SUBMITTAL

REVIEW ESTIMATE

(Complete this portion for Architect / Engineer (A/E) construction service task order negotiation.)

Park Acronym/Project Management Information System (PMIS) Number: PAIS PMIS#257507 Project Title: Malaquite Campground RV Dumping Station Replacement

SUBMITTAL REQUIREMENTS

(Indicate with X)

ARCHITECT / ENGINEER REVIEW TIME

(Indicate in whole or partial hours.)

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10000 3.1.A.1.T Letter designiating Project Superintendant

3.1.A.1.T.1 Construction Schedule

3.1.A.1.T.2 Schedule of Values X

3.1.A.1.T.3 Accident Prevention Plan X

3.1.A.1.T.4 A list of subcontractors for this project X

3.1.A.1.T.5 Subcontractors' statements certifying compliance with applicable labor standard clauses

X

3.1.A.1.T.6 Certificates of Insurance or SF1413 for contractor and all subcontractors X

3.1.A.1.T.7

Waste Management Plan

X

3.1.A.1.T.8 Quality Control Plan X

3.2.A.1.a Schedule of Values X

3.2.A.2.a Construction Baseline Schedule X

099 65 3 1.2A Elastomeric Coatings

Concrete Preparation Plan 10 14 26 1.2.A Signage Post and Hardware X

220523 1.2.A.1 Brass Ball Valves X

1.2.A.2 PVC Ball Valves X

221116 1.2.A.1 PVC Piping X

1.2.A.2 PEX Piping X

1.2.A.3 Brass Fittings X

221316 1.2.A.1 PVC Solid piping X

1.2.A.2 Pipe Couplings X

1.2.A.3 Cleanout X

1.2.A.4 PVC Fittings X

221319 1.2.A.1 Sanitary Hatch X

Submittal List with Review Estimate Template | National Park Service (NPS) - Denver Service Center (DSC) page 2 of 2

SUBMITTAL LIST ACTION SUBMITTAL

REVIEW ESTIMATE

(Complete this portion for Architect / Engineer (A/E) construction service task order negotiation.)

Park Acronym/Project Management Information System (PMIS) Number: PAIS PMIS#257507 Project Title: Mlaquite Campground RV Dumping Station Replacement

SUBMITTAL REQUIREMENTS

(Indicate with X)

ARCHITECT / ENGINEER REVIEW TIME

(Indicate in whole or partial hours.)

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260533.13 1.2.A.1 Type PVC duct raceways and fittings. X

1.2.A.2 Fittings for conduit, tubing, and cable. X

1.2.A.3 Electrically conductive corrosion-resistant compounds for threaded cond X

1.2.A.4 Solvent cements. X

260533.16 1.2.A.1 Nonmetallic outlet boxes, device boxes, rings, and covers. X

1.2.A.2 Junction boxes and pull boxes. X

1.2.A.3 Cover plates for device boxes. X

1.2.A.4 Hoods for outlet boxes. X

265600.00 1.2.A.1 Exterior Solar Bollard Lights X

321123.00 1.2.A.1 Base Course Aggregate X

321313 1.2.A.1 Concrete mix design X

Steel Reinforcment X

321373 1.2.A.1 Joint Filler X

1.2.A.2 Joint Sealant X

1.2.A.3 Waterstops X

331417 1.2.A.1 Dumping Station Water Tower X

1.2.A.2 Backflow Preventors, Reduced Pressure Zone X

1.2.A.3 RPZ Enclosure X

1.2.A.4 Hydrant Assist Assembly X

1.2.A.5 Valve Box X

SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of RV Dumping Station

2. Demolition and removal of selected site elements.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.3 INFORMATIONAL SUBMITTALS

A. Schedule of selective demolition activities with starting and ending dates for each activity.

B. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.4

CLOSEOUT SUBMITTALS

A. Inventory of items that have been removed and salvaged.

1.5

QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

1.6

FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

SELECTIVE DEMOLITION 024119 - 2

1. Before selective demolition, Owner will remove the following items:

a. Dumping Station Signage

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

3.1 EXAMINATION

A. Verify that water services and utilities have been capped before starting selective demolition operations.

SELECTIVE DEMOLITION 024119 - 3

3.2 PREPARATION

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Shut-off RV Dumping station water services at the existing valve boxes prior to demolishing the selected infrastructure.

2. Sawcut and remove the existing pavement and dispose of offsite.

3. Remove the existing dumping station and appurtenances, bollards, enclosures, valves, sign posts, curb and gutter, and all other items schedule for demolition shown in the planset.

a. Piping to Be Removed: Remove all piping water and sewer proposed RV dumping station project area.

b. Equipment/appurtenances to be Removed: Hose Reels and enclosures for existing dumping station, in-ground valve boxes, bollards around existing dumping station.

c. Equipment to Be Removed and Salvaged: ¾” Brass RPZ assemblies, remove and replace with new. Deliver removed RPZ’s to owner for backup.

d. Demolish existing concrete for light post base and abandon in-place existing electrical below graded. Place existing box over electrical wires for future connection.

3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.

3.5 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand

SELECTIVE DEMOLITION 024119 - 4

tools or small power tools designed for sawing or grinding, not hammering and chopping.

Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Deliver to Owner

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

3.6 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Materials to accumulate on-site.

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

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in "Construction Waste Management and Disposal."

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

ELASTOMERIC COATINGS 099653 - 1

SECTION 099653 - ELASTOMERIC COATINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Elastomeric coatings.

1.2

ACTION SUBMITTALS

A. Product data.

1. Elastomeric Coatings

2. Concrete Preparation Plan

B. Samples: For each type of elastomeric coating indicated and, in each color, and gloss.

1.3

WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace elastomeric coatings that fail within specified warranty period.

1. Warranty Period: 2 years from date of Substantial Completion.

A. Elastomeric Coatings Product

B. Material Compatibility:

1. Materials for use within each paint system are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, products are recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

C. Colors: Yellow

D. Crack Fillers: Elastomeric coating manufacturer's recommended, factory-formulated crack fillers or sealants, including crack filler primers, compatible with substrate and other materials indicated.

E. Primer: Elastomeric coating manufacturer's recommended, factory-formulated, alkali-resistant primer compatible with substrate and other materials indicated.

ELASTOMERIC COATINGS 099653 - 2

F. Concrete Unit Masonry Block Filler: Elastomeric coating manufacturer's recommended, factory-formulated, high-performance latex block filler compatible with substrate and other materials indicated.

A. Examine substrates and conditions, with Applicator present, for compliance with manufacturer's requirements for maximum moisture content, alkalinity, and other conditions affecting performance of work.

B. Begin coating only when moisture content of substrate is 12 percent or less when measured with an electronic moisture meter.

3.2

PREPARATION

A. Comply with manufacturer's written instructions applicable to substrates and coating systems indicated.

B. Remove hardware and hardware accessories, plates, machined surfaces, light fixtures, and similar items already installed that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and coating.

1. After completing coating operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

C. Crack Repair: Fill cracks in accordance with manufacturer's written instructions before coating surfaces.

3.3

APPLICATION OF ELASTOMERIC COATINGS

A. Apply elastomeric coatings in accordance with manufacturer's written instructions.

B. Primers: Apply at a rate to ensure complete coverage.

C. Block Fillers: Apply at a rate to ensure complete coverage with pores filled.

D. Elastomeric Finish Coat(s):

1. Minimum two coats with a total dry film thickness of 16 mils (0.41 to 0.45 mm) Minimum one coat with a total dry film thickness of 10 mils (0.18 to 0.25 mm) Manufacturer's recommended number of coats and total dry film thickness for condition of substrate] 2 coats

SIGNAGE POST

101426 - 3

3.4 ELASTOMERIC COATING SCHEDULE

A. Concrete Substrates:

1. Elastomeric Coating System:

a. Prime Coat: As recommended in writing by topcoat manufacturer.

b. Intermediate Coat: As recommended in writing by topcoat manufacturer.

c. Topcoat: Elastomeric, pigmented, exterior, water-based, flat coating.

1) Sikagard 552W Primer+Sikagard 550W or approved equal

2) Sikagard 550W or approved equal

END OF SECTION 099653

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Nonilluminated post-and-panel signs.

2. Internally illuminated post-and-panel signs.

3. Nonilluminated pylon signs.

4. Internally illuminated pylon signs.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For signage.

1. Signage and Hardware will be provided by NPS Padre Island National Seashore

A. 3” Steel Post Information

PART 2 - PRODUCTS

2.1 POST

1. Posts: Steel

a. Shape: Round

b. Size: 3-inch (75-mm) diameter

SIGNAGE POST

101426 - 4

c. Installation Method: Direct burial

d. Finish and Color: Weathered Steel

2.2 ACCESSORIES

A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signs, noncorrosive and compatible with each material joined, and complying with the following unless otherwise indicated:

1. Use concealed fasteners and anchors unless indicated to be exposed.

2. For exterior exposure, furnish stainless steel.

3. Exposed Metal-Fastener Components, General:

a. Fabricated from same basic metal and finish of fastened metal unless otherwise…