B08_Attachment_1_140P8422R0005_Specs.pdf

PINNACLE NATIONAL PARK

REPLACE FAILED SEPTIC TANK & DRAINFIELD

SYSTEMS

Contract No. 140P8519D0002 Task Order No. 140P8520F0011

PINN PMIS No. 252824

100% FINAL

CONSTRUCTION DOCUMENTS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

May 2022

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TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS NO. OF PAGES

01 11 00 Summary of Work 01 11 40 Work Restrictions 01 27 00 Definition of Contract Price Items 01 31 00 Project Management & Coordination 01 32 16 Construction Schedule 01 33 23 Submittal Procedures 01 35 13.22 Archeological Protection 01 35 23 Safety Requirements 01 40 00 Quality Requirements 01 42 00 Reference Standards 01 50 00 Temporary Facilities & Controls 01 56 00 Temporary Barriers 01 57 23 Temporary Storm Water Pollution Prevention 01 73 40 Execution 01 74 19 Construction Waste Management & Disposal 01 77 00 Closeout Procedures Appendix A Submittal List Appendix B List of Closeout Requirements

DIVISION 02 – EXISTING CONDITIONS

02 05 00 General Site Construction Requirements 02 41 00 Demolition & Abandonment

DIVISION 03 – CONCRETE

03 30 00 Cast-In-Place Concrete 03 31 00 Normal Weight Structural Concrete

DIVISION 04 – MASONRY (Section not used)

DIVISION 05 – METALS (Section not used)

DIVISION 06 – WOOD, PLASTICS & COMPONENTS (Section not used)

DIVISION 07 – THERMAL & MOISTURE PROTECTION (Section not used)

DIVISION 08 – OPENINGS (Section not used)

DIVISION 09 – FINISHES (Section not used)

DIVISION 10 – SPECIALTIES (Section not used)

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DIVISION 11 – EQUIPMENT (Section not used)

DIVISION 12 – FURNISHINGS (Section not used)

DIVISION 13 – SPECIAL CONSTRUCTION (Section not used)

DIVISION 14 – CONVEYING EQUIPMENT (Section not used)

DIVISION 21 – FIRE SUPPRESSION (Section not used)

DIVISION 22 – PLUMBING

22 05 05 Plumbing Provisions

DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING (Section not used)

DIVISION 25 – INTEGRATED AUTOMATION (Section not used)

DIVISION 26 – ELECTRICAL

26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 22 00 Low-Voltage Transformers 26 24 14 Meter-mains 26 24 16 Panelboards 26 28 16 Enclosed Switches and Circuit Breakers

DIVISION 27 – COMMUNICATIONS (Section not used)

DIVISION 28 – ELECTRONIC SAFETY & SECURITY (Section not used)

DIVISION 31 – EARTHWORK

31 05 16 Aggregates for Earthwork 31 10 00 Site Clearing 31 23 33 Utility Excavation & Backfill 31 23 33.10 Restoration of Surfaces 31 25 00.10 Watering

DIVISION 32 – EXTERIOR IMPROVEMENTS (Section not used)

DIVISION 33 – UTILITIES

33 00 00 Pipe & Pipe Fittings: General Statement

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33 05 23.13 Horizontal Directional Drilling 33 05 26 Utility Line Identification Marking 33 11 00 Water Utility Distribution Piping 33 13 00 Disinfecting Water Utility Distribution 33 14 17 Site Water Utility Service Laterals 33 31 13 Sanitary Sewer Pipe 33 34 00 Onsite Wastewater Disposal 33 34 13 Septic Tanks 33 36 16 Utility Septic Tanks Effluent Pumps

DIVISION 34 – TRANSPORTATION (Section not used)

DIVISION 35 – WATERWAY & MARINE CONSTRUCTION (Section not used)

DIVISION 40 – PROCESS INTEGRATION (Section not used)

DIVISION 41 – MATERIAL PROCESSING & HANDLING EQUIPMENT (Section not used)

DIVISION 42 – PROCESS HEATING, COOLING & DRYING EQUIPMENT (Section not used)

DIVISION 43 – PROCESS GAS & LIQUID HANDLING, PURIFICATION & STORAGE

EQUIPMENT (Section not used)

DIVISION 44 – POLLUTION CONTROL EQUIPMENT (Section not used)

DIVISION 45 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (Section not used)

DIVISION 46 – WATER & WASTEWATER EQUIPMENT

DIVISION 48 – ELECTRICAL POWER GENERATION (Section not used)

END OF SECTION

DIVISION 01

GENERAL REQUIREMENTS

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SUMMARY OF WORK

SECTION 01 11 00

PART 1 – GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Pinnacles National Park. Project area is within the East Side Campground approximately 25 miles south of Tres Pino, California.

B. The Work includes the following:

1. The Work includes demolition and abandonment of existing wastewater facilities within the campground and construction of new wastewater facilities at select location as follows:

a. Demolition/Abandonment: Work includes demolition of an existing, approximately 600 square foot, restroom building currently designated as Comfort Station #4. This work will include demolition and abandonment of the associated septic tank and drainfield facilities currently serving Comfort Station #4.

Additionally, the existing septic tanks and drainfield facilities serving Comfort Station #1, Comfort Station #2, Comfort Station #3, and Comfort Station #5 will be demolished and abandoned, as will portions of the existing water main in proximity to Comfort Station #3, in accordance with the project plans. All work shall be completed in accordance with the Central Coast Regional Water Quality Control Board and State of California requirements.

b. New Construction: Work includes construction of new wastewater (septic) facilities to service Comfort Station #1, Comfort Station #2, Comfort Station #3 and Comfort Station #5. This work includes installation of above ground FOG (grease) traps within Comfort Stations #2, #3 and #5, installation of all required septic and effluent pump tankage and appurtenances, installation of all required transport piping and installation of all required drainfield components. Work will also include installation of new electrical service to each designated Comfort Station to fully operate the proposed effluent pump systems as well as installation of new water main near Comfort Station #3, installation of new water service meters at Comfort Station #2, #3 and #5, and installation of a new water service connection, including meter, to the existing visitor center building.

1.2 GOVERNMENT-FURNISHED ITEMS

A. The Government may furnish products and materials for incorporation into the work.

1. The government will arrange and pay for delivery of government furnished items to the project site based on the contractor’s approved construction schedule.

2. After delivery, the government will inspect delivered items for damage. If items are damaged, defective, or missing, the government will arrange for replacement.

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3. The contractor is responsible for receiving, unloading, and handling government furnished items at project site for use in the work.

4. The contractor is responsible for protecting government furnished items during storage, handling, and the work, including damage from exposure to the elements.

5. If government furnished items are damaged as a result of the contractor’s operations, the contractor shall repair or replace the items in-kind.

1.3 PUBLIC USE OF SITE

A. General: The project site will be open to the public during construction. The contractor shall at all times conduct his operations to ensure the least inconvenience to the public. Temporary closures may be permitted upon specific written approval of the contracting officer.

1.4 CONTRACTOR USE OF SITE

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

B. Site Access: The contractor shall access the project site via the primary site access drive. Do not drive vehicles off road or access non-project areas without permission from the contracting officer or park superintendent.

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

D. Working Hours: Regular work hours shall be limited to daylight hours from 7:00 a.m. until

5:00 p.m. Monday through Friday, excluding government holidays. Work outside regular hours requires approval from the contracting officer.

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

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

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

H. 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.

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I. Preservation of Natural Features: Prevent damage to natural surroundings. Restored damaged areas and replace damaged trees, vegetation, and grass at no expense to the government.

J. Refer also to Section 01 11 40 Work Restrictions and Section 01 50 00 Temporary Facilities

& Controls.

1.5 REFERENCE DOCUMENTS / REPORTS

A. General: The following reference documents / reports are available upon request to supplement the information specified in the contract documents: Not Applicable.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

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WORK RESTRICTIONS

SECTION 01 11 40

1.1 PARK REGULATIONS

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

1. Ensure personnel (contractors or subcontractors) working in the park become familiar with and obey all park regulations, wear hard hats in designated areas, and do not enter any restricted areas unless required to do so and until cleared for such entry.

2. Ensure equipment is conspicuously marked for identification.

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

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

5. Control and provide security of Contractor-owned equipment and materials at the work site. Report immediately missing / lost / stolen property.

6. Vehicles / Heavy Equipment:

c. Rules of the Road: All vehicles and heavy equipment will comply with posted traffic regulations, including speed limits and double-yellow center lane markings.

Vehicles and heavy equipment shall take every safe opportunity to use paved roadside pullouts in order to allow faster moving traffic to pass. Failure to comply with traffic regulations will result in a citation being issued to the driver.

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

e. Vehicle Exhaust: All vehicles will 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.

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

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

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

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i. Oversized Vehicles: Oversized vehicles are defined as vehicles where the width of the vehicle or load exceeds one lane (i.e., beyond the center line of the paved road). Oversized vehicles must not exceed the clearances along the Park road corridor. Oversized vehicles will require an escort and drivers must avoid driving on the edges of the Park road. The Contractor is to notify the Contracting Officer of oversized vehicles, scheduled dates and estimated arrival times at the park entrance, and the identity of who is escorting the vehicle (e.g., police, contractor, etc.). Vehicles that are oversized are requested to enter the Park AFTER 2:00 p.m.

and exit the Park BEFORE sunset.

j. Road Work: Contractor shall provide adequate traffic control, including flaggers on either side of any work performed on the road. Any workers on or near the road must wear highly visible, bright clothing. (See Section 01 50 00 for additional details).

k. Road & Weight Restrictions: All vehicle load, weight and size limitations, as established by State law, apply to vehicles operated on Park roads (36 CFR § 4.11).

7. Emergency Medical and Accident Reporting:

a. The Contractor or subcontractor is required to report ANY personal injury and / or property damage incident occurring within the park. This report must be made at the first available opportunity before leaving the park.

1.2 RESOURCE PROTECTION

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

1. Biological Review: Prior to the start of work, a NPS biologist will conduct a worker education program for identification of habitat and avoidance measures for protected vegetation, including oak trees, federally endangered California condor, federally threatened California red-legged frog, and federally threatened Central Distinct Population Segment of the California tiger salamander. In addition, this education program will describe the general measures that are being implemented to conserve these species as they relate to the project, and the boundaries within which the project may be accomplished.

A NPS biologist will be on site during ground-disturbing activities.

2. Invasive Species: The introduction of non-native invasive species can threaten rare and endangered species or can create new populations of non-native species not traditionally found in the park. The contractor is required to inform personnel, subcontractors, and vendors to thoroughly clean all vehicles, equipment, tools, supplies, and materials prior to packing / loading. The park requires, and will perform, inspections to ensure non-transport of non-native species PRIOR to arriving at the park entrance. Contact the resource staff directly at least (3) three days in advance of park entry to arrange for inspection(s) at an agreed upon location outside of the park.

3. Endangered Species: Endangered species are protected by Federal law. Obey all park regulations. Drivers must obey all traffic laws and keep an eye out for animals on or alongside road. Contact park immediately if animal is hit or injured or will not move off of the road.

4. Archaeological Resources: Archaeological resources are physical evidences of past human activity, including evidences of the effects of that activity on the environment.

Archaeological resources are found above and below ground and underwater. The

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contractor shall appoint an archaeological monitor during all ground-disturbing activities in archaeological sensitive areas. If the monitor discovers resources, the contractor shall stop work or relocate work to a non-sensitive area and contact the contracting officer immediately. Archaeological resources typically found in the park or at the project site will be discussed further at the preconstruction meeting.

5. Litter Control: A litter control program will be implemented during construction to eliminate the accumulation of trash. All food items will be stored in vehicles, trailers, or wildlife resistant receptacles. Project personnel will not feed wildlife.

Diligent microtrash (e.g., construction debris, bottle caps, pull-tabs, pieces of glass) removal efforts will occur daily during project activities generated by construction and demolition activities by inspecting and cleaning within the project area over the performance period of the construction contract. This includes ensuring that no materials that condors might ingest (nails, screws, staples, etc.) are left out unattended.

6. Material/Equipment Staging: Construction personnel will implement best management practices for staging materials and equipment. Materials will be staged well above the ground or on wooden spacers, and materials with openings, such as pipes will be covered to prevent entry of California tiger salamanders and California red-legged frogs.

Construction personnel will survey the wheels and tracks of parked equipment before moving them for the first time each day.

All refueling, maintenance, and staging of equipment and vehicles will occur at least 60 feet from riparian habitat or water bodies and in a location from where a spill will not drain directly toward aquatic habitat (e.g., on a slope that drains away from the water). Additionally, refueling, maintenance and fuel storage will occur 150 feet from the existing well head. Spill kits will be maintained with all equipment, and workers will be trained in their use. A spill cleanup plan will be in place and all workers will be familiar with it.

7. Pit/Trench Maintenance: Pits and trenches will either be covered to prevent California tiger salamanders and California red-legged frogs as well as other wildlife from entry or modified to allow easy escape. Trenches and pits will not be left open any longer than is necessary. Ramps will be installed overnight in any trench or pit deeper than

0.3 meter (m). Ramps will be constructed from clean, non-slick material (free of detergents, oils, and other chemicals) at least 10 centimeter wide, not steeper than 45 degrees, and spaced not more than 10 m from each end of the trench or pit and from the nearest ramp.

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

1.3 COMPLIANCE WITH STATE AND COUNTY REGULATIONS

A. General: The Contractor shall be responsible for obtaining any required construction permits and coordinating for any required on-site inspections by county and/or state agencies having jurisdiction.

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DEFINITION OF CONTRACT PRICE ITEMS

SECTION 01 27 00

DEFINITION OF CONTRACT LINE ITEMS

1.1 SUMMARY

A. The intent of this section is to set a schedule of values and to explain, in general, what is and what is not included in the contract and for determining whether the price set forth is fair and reasonable.

PART 3 – EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS (BASE BID)

A. Contract Price Item No. 1 – New Septic Tank for Comfort Station #1

1. This price item consists of providing all labor, materials and equipment required to construct the complete wastewater septic tank system in accordance with the project plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required septic tank system components including tankage, connective piping between new tank and existing comfort station, and all associated appurtenances, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

2. No separate measurement will be made.

3. Payment will be made at the contract lump sum price.

B. Contract Price Item No. 2 – New Septic Tank for Comfort Station #2 plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required septic tank system components including tankage, connective piping between new tank and existing comfort station connective piping and all associated appurtenances, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

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C. Contract Price Item No. 3 – New Septic Tank for Comfort Station #3 plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required septic tank system components including tankage, connective piping between new tank and existing comfort station and all associated appurtenances, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

D. Contract Price Item No. 4 – New Septic Tank for Comfort Station #5 plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required septic tank system components including tankage, connective piping between new tank and existing comfort station and all associated appurtenances, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

E. Contract Price Item No. 5 – New Septic Tank for Comfort Station #1 and #5 Sewer Lift Station plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required septic tank system components including tankage, connective piping, including piping from Comfort Station #1 septic tank to Comfort Station #1 & #5 sewer lift station, and all associated appurtenances, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

F. Contract Price Item No. 6 – New Septic Effluent Pumping System for Comfort Station #2 construct the complete wastewater effluent pump system in accordance with the project plans and specifications. This includes, but is not limited to, completing all required

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excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required effluent tank system components including tankage, installation of all connective piping up through the drainfield ball valves, full installation of effluent pumping system, including controls and metering, and providing all required connections to site electrical system, including completion of any necessary upgrades, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

G. Contract Price Item No. 7 – New Septic Effluent Pumping System for Comfort Station #3 plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required effluent tank system components including tankage, installation of all connective piping up through the drainfield ball valves, full installation of effluent pumping system, including controls and metering, and providing all required connections to site electrical system, including completion of any necessary upgrades, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

H. Contract Price Item No. 8 – New Septic Effluent Pumping System for Comfort Station #5 plans and specifications. This includes, but is not limited to, completing all required excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required effluent tank system components including tankage, installation of all connective piping up through the drainfield ball valves, full installation of effluent pumping system, including controls, and providing all required connections to site electrical system, including completion of any necessary upgrades, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

I. Contract Price Item No. 9 – New Septic Effluent Pumping System for Comfort Station #1 and

#5 Sewer Lift Station plans and specifications. This includes, but is not limited to, completing all required

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excavation, dewatering and shoring, providing and installing all required tank anchoring and bedding material, installation of all required effluent tank system components including tankage, installation of all connective piping from Comfort Station #5 pump station to Comfort Station #1 and #5 pump station, full installation of effluent pumping system, including controls and metering, and providing all required connections to site electrical system, including completion of any necessary upgrades, completion of all required tank testing, installation of all required backfill material, including geotextile fabric where required, and completion of all required compaction and site restoration in accordance with the project plans and specifications.

J. Contract Price Item No. 10 – New Geotextile Sand Filter (GSF) Drainfield System for Comfort

Station #2 construct the new 867 gallon per day Geotextile Sand Filter (GSF) wastewater disposal drainfield system from the latera ball valves through the drainfield system. This includes but is not limited to the completion of all required excavation and fill, installation of the required automatic distribution valve, installation of all required distribution/manifold piping from the valve to the individual GSF laterals, installation of all valving and associated piping and accessories, installation of the GSF system and associated appurtenances, in NSF Standard 245 configuration, completion of all required backfill/compaction and any surface restoration required in accordance with the project plans. This work also includes the installation of the new service meter at the Comfort Station in accordance with the plans.

K. Contract Price Item No. 11 – New Geotextile Sand Filter (GSF) Drainfield System for Comfort

Station #3 construct the new 2,492 gallon per day Geotextile Sand Filter (GSF) wastewater disposal drainfield system from the lateral ball valves through the drainfield system. This includes but is not limited to the completion of all required excavation and fill, installation of the required automatic distribution valve, installation of all required distribution/manifold piping from the valve to the individual GSF laterals, installation of all valving and associated piping and accessories, installation of the GSF system and associated appurtenances, in NSF Standard 245 configuration, completion of all required backfill/compaction and any surface restoration required in accordance with the project plans. This work also includes demolition of portions of the existing water main, installation of a new section of water main, and installation of the new service meter at the Comfort Station in accordance with the plans.

L. Contract Price Item No. 12 – New Common Geotextile Sand Filter (GSF) Drainfield System for Comfort Station #1 and #5

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1. This price item consists of providing all labor, materials and equipment required to construction the new 7,475 gallon per day Geotextile Sand Filter (GSF) wastewater disposal drainfield system from the lateral ball valves through the drainfield system. This includes but is not limited to the completion of all required excavation and fill, installation of the required automatic distribution valve, installation of all required distribution/manifold piping from the valve to the individual GSF laterals, installation of all valving and associated piping and accessories, installation of the GSF system and associated appurtenances, in NSF Standard 245 configuration, completion of all required backfill/compaction and any surface restoration required in accordance with the project plans. This work also includes the installation of the new service meter at Comfort Station #5 in accordance with the plans.

M. Contract Price Item No. 13 – Comfort Station Grease Interceptors install new above ground grease interceptors within existing comfort station buildings #2, #3 and #5 in accordance with the drawings and as directed by the Contracting Officer. This includes but is not limited to providing the selected grease interceptor product and completion of all required plumbing modifications necessary to install the grease interceptors in fully functional locations in line with existing building plumbing.

N. Contract Price Item No. 14 – Water Service Line and Connection to the Visitor Center/Store install the proposed new water service connection to a fully functional condition in accordance with the plans. This includes, but is not limited to, completing all required excavation, providing and installing all required bedding material, providing and installing the specified pipe and all required fittings, providing and installing all required trench backfill material, completing all required compaction, providing and installing the specified locate tape and completion of all required testing in accordance with the project plans and specifications.

O. Contract Price Item No. 15 – Demolition of the Existing Septic Tank for Comfort Station #4 complete the specified work required for the complete demolition of the existing septic tank system serving Comfort Station #4 in accordance with the project plans, specifications and state requirements. This includes but is not limited to the completion of all required excavation, dewatering, the completion of all required piping and tank demolition/abandonment, the removal and disposal of any extraneous materials, the supply and installation of any required backfill, the completion of any necessary compaction and any surface restoration required to return the site to pre-project conditions.

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P. Contract Price Item No. 16 – Demolition of the Existing Septic Tank for Comfort Station #1 tank system serving Comfort Station #1 in accordance with the project plans, specifications and state requirements. This includes but is not limited to the completion of all required excavation, dewatering, the completion of all required piping and tank demolition/abandonment, the removal and disposal of any extraneous materials, the supply and installation of any required backfill, the completion of any necessary compaction and any surface restoration required to return the site to pre-project conditions.

Q. Contract Price Item No. 17 – Demolition of the Existing Septic Tank for Comfort Station #2 tank system serving Comfort Station #2 in accordance with the project plans, specifications and state requirements. This includes but is not limited to the completion of all required excavation, dewatering, the completion of all required piping and tank demolition/abandonment, the removal and disposal of any extraneous materials, the supply and installation of any required backfill, the completion of any necessary compaction and any surface restoration required to return the site to pre-project conditions.

R. Contract Price Item No. 18 – Demolition of the Existing Septic Tank for Comfort Station #3 tank system serving Comfort Station #3 in accordance with the project plans, specifications and state requirements. This includes but is not limited to the completion of all required excavation, dewatering the completion of all required piping and tank demolition/abandonment, the removal and disposal of any extraneous materials, the supply and installation of any required backfill, the completion of any necessary compaction and any surface restoration required to return the site to pre-project conditions.

S. Contract Price Item No. 19 – Demolition of the Existing Septic Tank for Comfort Station #5 tank system serving Comfort Station #5 in accordance with the project plans, specifications and state requirements. This includes but is not limited to the completion of all required excavation, dewatering the completion of all required piping and tank demolition/abandonment, the removal and disposal of any extraneous materials, the

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supply and installation of any required backfill, the completion of any necessary compaction and any surface restoration required to return the site to pre-project conditions.

3.2 LIST OF CONTRACT LINE ITEMS (BID OPTION A)

A. Contract Price Item No. 1 – Demolition of Existing Comfort Station #4 complete the specified work required for the complete demolition of the existing structure designated as Comfort Station #4 in accordance with the project plans, specifications and state requirements. This includes but is not limited to the completion of all required excavation, the completion of all required building and associated materials demolition/abandonment, the removal and disposal of any extraneous materials, including any known or found hazardous materials, the supply and installation of any required backfill, the completion of any necessary compaction and any surface restoration required to return the site to developed conditions.

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PROJECT MANAGEMENT & COORDINATION

SECTION 01 31 00

1.1 SUBMITTALS

A. Division 01 documents: 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.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the 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.

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 REQUESTS FOR INFORMATION (RFIs)

A. 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 as directed by the Contracting Officer.

1. Contracting Officer will not respond to RFIs submitted by other entities controlled by

Contractor.

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

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

1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

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

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

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

8. Contractor's signature.

9. Requested date for response.

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. 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.

1. 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.

2. 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.

3. 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.

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CONSTRUCTION SCHEDULE

SECTION 01 32 16

A. This Section includes Construction Schedule requirements including but not limited to the following:

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

B. Purpose: The purpose of the Construction Schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The Construction Schedule will assist the Contractor and Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.

1.2 SUBMITTALS

A. Schedule of Values: After contract award and before the Pre-Construction conference submit a schedule of dollar values based on the Contract Price Schedule.

B. Construction Baseline Schedule: After contract award and before the Pre-Construction conference, submit a baseline schedule, large enough to show entire schedule for entire construction period.

C. Construction Schedule Updates: Prior to progress payment request date, submit estimates of the percent completion of each schedule activity and necessary supporting data.

1.3 COORDINATION

A. Coordinate Construction Baseline Schedule with the Schedule of Values, list of subcontractors, payment request, and other required schedules and reports.

PART 2 – PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal

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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 work activities 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.

2.2 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Baseline Schedule: Prepare Construction Baseline Schedule using a computerized scheduling software.

1. Construction Baseline Schedule shall show submittal review, construction start date, work activities / staff resources, activity durations, major milestones, inspection dates, closeout activities, and project end date.

2. Establish procedures for updating Construction Baseline Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

3. Contracting Officer may request an updated Construction Schedule at any time to confirm progress of the work.

PART 3 –EXECUTION (not used)

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SUBMITTAL PROCEDURES

SECTION 01 33 23

SUBMITTAL PROCEDURES

1.1 GENERAL SUBMITTAL PROCEDURES

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

1. CM-16 Transmittal Form: All submittals shall be transmitted using National Park

Service Form CM-16 which is attached to the end of this specification section. No action will be taken on a submittal item unless accompanied by the CM-16 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-16 form in the contractor section at the bottom of the form.

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

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ARCHEOLOGICAL PROTECTION

SECTION 01 35 13.22

A. The work of this section includes protecting archeological resources contained in soil deposits.

1.2 DEFINITIONS

A. Archeological Resources: Archeological resources are the physical evidences of past human activity, including evidences of the effects of that activity on the environment. Archeological resources represent both prehistoric and historic time periods. They are found above and below ground and under water.

B. Archeologically Sensitive Areas: Areas that have the potential to contain significant (National

Register eligible) archeological resources. If National Register eligible or listed archeological resources could not be avoided, an appropriate mitigation strategy would be developed in consultation with the state historic preservation officer and, if necessary, associated American Indian tribes.

C. Non-sensitive Areas: Areas with little, if any, potential of containing significant (National

Register eligible) archeological resources.

D. Archeological Monitor: Representative of the Government designated to oversee construction activities that could disturb archeological resources.

E. Archeological Resources Protection Act (ARPA) of 1979 (P.L. 96-95; 93 Stat. 712): defines archeological resources as any material remains of past human life or activities that are of archeological interest and at least one hundred (100) years old; Section 4 of the statute describes the requirements that must be met before Federal authorities can issue a permit to excavate or remove any archeological resource on Federal or Indian lands; the curatorial requirements of artifacts, and other materials excavated or removed.

1.3 SUBMITTALS

A. Daily Work Schedule; Submit a Daily work Schedule detailing construction work in archeologically sensitive areas. Submit to Contracting Officer thirty (30) days before start of ground disturbing site work.

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1.4 QUALITY ASSURANCE

A. At least one (1) week before on-site work begins, Contractor shall meet with Contracting Officer and Archeological Monitor to discuss Daily Work Schedule and equipment and special methods to be used in archeologically sensitive areas. Contractor shall ensure that approved Daily Work Schedule is followed throughout construction.

2.1 DAILY WORK SCHEDULE

A. A Daily Work Schedule is required for all work occurring within archeologically sensitive areas. Include all work that is to occur within the area and key the schedule to the drawings to include the following:

1. Starting and ending dates of ground-disturbing construction.

2. Locations of temporary facilities, such as barriers, field offices, staging areas, sanitary facilities, borrow pits, and haul and access roads.

3. Types of construction, such as clearing, topsoil stripping, structure or trench excavation, landscaping, and post construction clean-up.

4. Methods and equipment used for each type of construction.

5. Plan for relocating work in the event of temporary work stoppages at each archeologically sensitive area.

3.1 OBSERVATION

A. An NPS provided Archeological Monitor will observe all ground-disturbing site work, including construction of temporary facilities, at all archeologically sensitive areas, from a safe location mutually agreed on by Contractor and Monitor. As new ground is broken, Monitor will examine excavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

3.2 DISCOVERY OF RESOURCES

A. If Archeological Monitor discovers resources, immediate relocation of the work to a non-sensitive area may be required to allow Monitor to identify and document resources and, if necessary, develop an appropriate mitigation plan. While Archeological Monitor is documenting resources in sensitive areas, Contractor shall relocate work to non-sensitive areas where monitoring is not normally required.

B. If resources are discovered while Archeological Monitor is absent, stop work immediately and report the discovery to the Contracting Officer.

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3.3 WORK STOPPAGE

A. The Contractor shall plan, schedule, and execute the work to prevent stoppages at one area from stopping all work at the construction site.

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SAFETY REQUIREMENTS

SECTION 01 35 23

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

1.2 SUBMITTALS

A. Accident Prevention Plan: After contract award and before the Pre-Construction conference, submit for review, an Accident Prevention Plan. The Contracting Officer will review the proposed Plan. If the plan requires any revisions or corrections, the Contractor shall resubmit the Plan within ten (10) days. No progress payments will be made until the Plan is accepted.

1.3 QUALITY ASSURANCE

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

B. Qualifications of Employees:

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

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

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

1.4 ACCIDENT REPORTING

A. Reportable Accidents: A project reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of one hundred dollars ($100). Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to Contracting

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Officer an Accident/Property Damage Report (Form CM-22). Form may be obtained from the Contracting Officer.

2.1 ACCIDENT PREVENTION PLAN

A. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable)…