Attachment_01_Specifications.docx

Whiskeytown National Recreation Area

Remove Old Security Perimeter Fencing and Install New Perimeter Security Fencing and Security Gates at Whiskeytown National Recreation Area Headquarters Install New Perimeter Security Fencing and Security Gates at Oak Bottom Wastewater Treatment Plant

WHIS

PMIS NO. 207189

100% Construction Documents

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE PACIFIC WEST REGION

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 1 Summary of Work SECTION 2 Execution & CM16 Transmittals form SECTION 3 Special Considerations SECTION 4 Construction Schedule SECTION 5 Examination of the Site SECTION 6 Abbreviations SECTION 7 Field Engineering SECTION 8 Accident Prevention SECTION 9 Pre-Construction Conference SECTION 10 Submittals SECTION 11 Shop Drawings , Product Data and Samples SECTION 12 Temporary Services SECTION 13 Fire Prevention & Protection SECTION 14 Protection of the Public SECTION 15 Project Close Out

WHIS TOC-1

SECTION 010100 - GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

The Work consists of:

1.1 Whiskeytown National Recreation Area is seeking a contractor to install approximately 3000 linear feet (LF) of security style chain link fencing with an electronic sliding chain link gate around Grizzly- Gulch Wastewater Treatment Plant, and 3000 LF at the Parks Headquarters Compound also with an electronic sliding chain link gate. The pre-determined 3000 LF perimeter at the Grizzly Gulch Wastewater Treatment Plant will be pre-graded and free of all vegetation prior to the installation of the fencing and solar powered electronic gate.

In addition, Whiskeytown National Recreation Area is seeking a contractor to install approximately 3000 linear feet (LF) of security style chain-link fencing with an electronic gate around at the Parks Headquarters Compound. The Perimeter around the Park Headquarters Compound is already delineated and may have existing sections of fence posts that may be left in place for continued use. New 84” Chain-link fabric, solar powered electronic gate, and auxiliary access gates will be required for the whole perimeter of the Headquarters Compound.

Phase #1 – Contractor shall remove all old fencing components from the Headquarters Complex location and recycle all of materials that are considered “recyclable” mostly all metals and dispose of any other materials (concrete and other materials not considered recyclable) properly in accordance with laws and regulations.

Headquarters Complex Perimeter Security Fencing Anticipated Supplies

1) All items listed in this section should be designed as equal or like to the project including.

Headquarters Complex Security Gate

· 6 - 4” X 12’ FULL WEIGHT PIPE POST

· 2 - 84”x15’ DQ-40 PIPE OR FULL WEIGHT PIPE CANTILEVER GATE (With Barbwire) (Gate Only).

· 12- 4”x 2 3/8” NYLON CANTILEVER GATE ROLLERS

· 20- LOOP SEALANT

· 2- SAFETY EDGE KIT

· 2- PHOTO EYE

· 4- LOOPS

· 2- LOOP DETECTORS

· 1- NUMERICAL AND/OR CARD READING KEYPAD

· 2- 1HP SLIDING GATE OPENING MOTOR (solar powered-chain drive)

· 2- TOP & BOTTOM RAILS/TRACKS FOR SLIDING GATE

· 4- TRACK ROLLERS BRACKETS AND ASSOCIATED HARDWARE

· 16 – CANTILEVER ROLLER COVERS

Headquarters Complex Chain-link Security Fencing

· 2963 LF 96" 9 GA. G.A.W. 2 oz. (2" Mesh) BK CHAIN LINK FABRIC

· 3362 - 5/8" FULL WEIGHT PIPE TOP RAIL & BRACING

· 27 - 4" X 11' FULL WEIGHT PIPE POST

· 278 - 2 7/8" X 11' FULL WEIGHT PIPE POST

· 151 - 4" REGULAR BRACE BAND

· 38 - 2 7/8" REGULAR BRACE BAND

· 265 - 4" REGULAR TENSION BAND

· 74 - 1 5/8” PRESSED STEEL RAIL END

· 38 -1 5/8” PRESSED STEEL TOW HOLE RAIL END

· 38 - 94" 3/16" X 3/4" TENSION BAR

· 278 - 2 7/8" X 1 5/8" PRESSED STEEL EYE-TOP

· 25 - 4" PRESSED STEEL CAP

· 131 - 1 5/8" SLEEVE

· 1946 - 10 1/2" 9 GA. ALUMINUM TIE WIRE

· 1670 - 6 1/2" 9 GA. ALUMINUM TIE WIRE

· 454 - 5/16" X 1 1/4" CARRIAGE BOLT

· 2992 - 7 GA. COIL SPRING GALVANIZED (COIL) TENSION WIRE

· 1481 - 12 1/2 GA. STEEL HOG RINGS

· 38 - 11' 3/8" TRUSS ROD

· 38 – INDUSTRIAL TRUSS ROD TIGHTENER

· 1 - 96" X 4' 1 5/8" FULL WEIGHT PIPE SINGLE SWING GATE (Gate only)

· 1 - 96" X 14' 1 5/8" FULL WEIGHT PIPE DOUBLE SWING GATE (Gate only)

· 1 - 1 5/8" X 4" MALLEABLE IRON GATE FORK LATCH

· 2 - 1 5/8" INDUSTRIAL DROP ROD ASSEMBLY

· 12 - 4" X 1 5/8" STEEL GATE HINGE

· 12 - 3/8" X 2" CARRIAGE BOLT

· 18.5 CUBIC YARDS (CY) TRUCK POURED/PUMPED CONCRETE (Based on Accessibility)

Phase #2 – Contractor shall install new Perimeter Security Fencing and Access Control Gates , as described below using equal or like materials. Prior to fence construction the approved line will be cleared of brush, hazard trees, leveled and reestablished to previous or improved footprint by seasonal NPS Crews approximately 4-6 feet wide using the park's Sweco Trail dozer and hand crews.

Grizzly Gulch Perimeter Security Fencing Anticipated Supplies

2) All items listed in this section should be designed as equal or like to the project including.

Grizzly Gulch Self Opening Sliding Electronic Security Gate

· 6 - 4” X 12’ FULL WEIGHT PIPE POST

· 2 - 84”x15’ DQ-40 PIPE OR FULL WEIGHT PIPE CANTILEVER GATE (With Barbwire) (Gate Only).

· 12- 4”x 2 3/8” NYLON CANTILEVER GATE ROLLERS

· 20- LOOP SEALANT

· 2- SAFETY EDGE KIT

· 2- PHOTO EYE

· 4- LOOPS

· 2- LOOP DETECTORS

· 1- NUMERICAL AND/OR CARD READING KEYPAD

· 2- 1HP SLIDING GATE OPENING MOTOR (solar powered-chain drive)

· 2- TOP & BOTTOM RAILS/TRACKS FOR SLIDING GATE

· 4- TRACK ROLLERS BRACKETS AND ASSOCIATED HARDWARE

· 16 – CANTILEVER ROLLER COVERS

Grizzly Gulch Chain-link Security Fencing Anticipated Supplies

· 2970 LF 84" 9 GA. G.A.W. 2 oz. (2" Mesh) BK CHAIN LINK FABRIC

· 3362 - 5/8" FULL WEIGHT PIPE TOP RAIL & BRACING

· 27 - 4" X 11' FULL WEIGHT PIPE POST

· 278 - 2 7/8" X 11' FULL WEIGHT PIPE POST

· 151 - 4" REGULAR BRACE BAND

· 38 - 2 7/8" REGULAR BRACE BAND

· 265 - 4" REGULAR TENSION BAND

· 74 - 1 5/8” PRESSED STEEL RAIL END

· 38 -1 5/8” PRESSED STEEL TOW HOLE RAIL END

· 38 - 94" 3/16" X 3/4" TENSION BAR

· 278 - 2 7/8" X 1 5/8" PRESSED STEEL EYE-TOP

· 25 - 4" PRESSED STEEL CAP

· 131 - 1 5/8" SLEEVE

· 1946 - 10 1/2" 9 GA. ALUMINUM TIE WIRE

· 1670 - 6 1/2" 9 GA. ALUMINUM TIE WIRE

· 454 - 5/16" X 1 1/4" CARRIAGE BOLT

· 2992 - 7 GA. COIL SPRING GALVANIZED (COIL) TENSION WIRE

· 1481 - 12 1/2 GA. STEEL HOG RINGS

· 38 - 11' 3/8" TRUSS RODS

· 38 – INDUSTRIAL TRUSS ROD TIGHTENERS

· 1 - 84" X 14' 1 5/8" FULL WEIGHT PIPE DOUBLE SWING GATE (Gate only)

· 1 - 1 5/8" X 4" MALLEABLE IRON GATE LOCKABLE FORK LATCH

· 2 - 1 5/8" INDUSTRIAL DROP ROD ASSEMBLY

· 12 - 4" X 1 5/8" STEEL GATE HINGES

· 12 - 3/8" X 2" CARRIAGE BOLTS

· 18.5 CUBIC YARDS (CY) TRUCK POURED CONCRETE

All Phases - All work will be performed under a single prime contract.

1.2 The work is to be performed on-site within two (2) Whiskeytown National Recreation Area locations .

Location #1 - Whiskeytown Headquarters Complex Headquarters (GPS +40.61125 , - 122.528107).

Located ¼ mile south of the Parks Visitor Center on JF Kennedy Memorial Drive Physical Address; 14412 JF Kennedy Memorial Drive, Location #2 - Grizzly Gulch Water Treatment Plant (GPS 40,655041, -122.599022).

Located 6 miles West of the Parks Visitor Center off highway 299 Right on Grizzly Gulch Road, directly across the highway from the entrance to the Oak Bottom Marina area.

Physical Address: 12723 Grizzly Gulch Road,

1.3 WORK UNDER OTHER CONTRACTS A. General: Cooperate with separate contractors so work on Those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this Contract with work performed under separate contracts

Evaluation Criteria:

1) Technical Capability/Approach

2) Relative Experience/Past Performance

3) Key Personnel/ Qualifications & experience

1.4 GOVERNMENT-FURNISHED MATERIALS

A. In case of Government -furnished materials:

1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.

2. Contractor is responsible for initial inspection, receiving, unloading, and handling Government-furnished items at Project site.

3. Government will inspect delivered items for damage after delivery. Contractor shall be present for and assist in Government's inspection.

4. Government will arrange for replacement if Government-furnished items are damaged, defective, or missing.

5 . Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government-furnished items into Work.

B. Government-Furnished Materials:

1. None

1.5 CONTRACTOR’S USE OF PREMISES

A. General: Contractor shall have limited use of site for construction operations. Limit use of premises to work in areas indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Storage of Materials: Confine storage of materials to work area and adjacent parking lot.

C. Parking: Confine parking to adjacent parking lot.

D. Stockpiling: N/A

E. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

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 (CO) and remove agreed-on roots and branches that interfere with construction.

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.

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

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

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

H. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to 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.

I. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time, and calendar restrictions as outlined

1.6 PUBLIC USE OF SITE

A. Both areas that will be fenced and secured generally do not receive extensive traffic by the public.

The work areas at each site do have adjacent roads that will have both park employee and public traffic periodically. Signage and traffic barriers would be mandatory on sections of the fencing that are adjacent to the road’s that meet this criterion.

B. Contractor shall conduct his operations to ensure the least inconvenience to public. Road closures may be permitted, when required, upon specific approval of Contracting Officer for a maximum of one hour.

1.7 CONDUCT OF OPERATIONS

A. Contractor shall conduct their operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 3 business days in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.8 WORK RESTRICTIONS

1.8.1 On-Site Work Hours: Work shall be generally performed during normal business working hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.

A. EXISTING UTILITIES

Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for any excavation. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

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

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:

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

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

B. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.9 CONSTRUCTION CAMP: Establishment of a camp within the park will not be permitted.

1.10 HOUSEKEEPING:

1. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all hazardous rubbish. Do not allow rubbish to accumulate. If necessary, provide onsite containers for collection of rubbish and dispose of it at frequent intervals during progress of work.

2. Wet down dry materials and rubbish to prevent blowing dust.

3. Do not bury refuse. Dispose of waste materials legally at public or private dumping areas outside the park.

PART 2 – EXECUTION

A. LIST OF CONTRACT LINE ITEMS

A. Contract Line-Item Number 0001: Mobilization & Demobilization

1. This item consists of all preparatory work and operations for all items under the contract, including, but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and all other work or operations which shall be performed, or costs incurred prior to beginning work on the various items on the project site. This item also includes bonding, permits, and demobilization cost.

2. This item may not exceed 20% of the total bid.

3. Measurement for payment: Measurement shall be on a lump sum basis.

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

B. Contract Line-Item Number 0002: Completely Remove Chain-Link Fencing includes Fabric, Posts , poles, and all accessories . Completely removed.

1. This item consists of removing and lawful disposal of non-recyclable materials and proper recycling of all metals for the entire existing perimeter security fencing around the entire Headquarters Compound.

2. Measurement and order all fencing and gate components , hardware and supplies required for payment: Measurement shall be on a lump sum basis.

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

C. Contract Line-Item Number 0003: Install New Perimeter Security Fencing and Security gate at Headquarters complex . The Headquarters Complex The project will include the following, installation of solar powered Electronic Gate with Card Read Entry , Optic Sensors and all Fencing Chain Link Fabrics, Posts, Concrete ,Materials and Hardware required to complete this task.

1. This item consists of furnishing and installing the proposed Security fencing and Gates according to the plans and specifications and their successful operations .

2. Measurement for payment: Measurement shall be on a lump sum basis.

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

D. Contract Line-Item Number 0004: Install New Perimeter Security Fencing and Security gate at Oak Bottom Water Treatment Plane Aka “Grizzly Gulch” Water Treatment Plant The project will include the following, installation of solar powered Electronic Gate with Card Read Entry , Optic Sensors and all Fencing Chain Link Fabrics, Posts, Concrete ,Materials and Hardware required to complete this task.

1. This item consists of furnishing and installing the proposed Security fencing and Gates according to the plans and specifications.

2. Measurement for payment: Measurement shall be on a lump sum basis.

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

Sheet: 1 of:

Park:

Project:

Contract No.:

PMIS No.:

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification Section No.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

Contractor Signature

Recommended by

Title, Date

Title

Date

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

Review Comments

Action By

Date

Contracting Officer’s Representative

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

SUBMITTAL LOG DATES: From contractor [__________], To reviewer [__________], From reviewer [__________], To Contractor [__________] Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim CM-16Rev. 4/00

Sheet: 1 of:

Park:

Project:

Contract No.:

PMIS No.:

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification Section No.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

Review Comments

CM-16 Rev. 06/06

CONTRACT PRICE SCHEDULE

Offerors are required to submit an offer that conforms to the Solicitation with pricing for Contract Price Schedule’s Base Line Items - failure to do so may render the offer non-responsive. On lump-sum price items, provide total cost only; on unit price items, provide the unit price and the extended amount of total price for the item. If no price item exists for a portion of the work, include the costs in a related price item. In case of error in extension of prices, unit price governs. In case of error in summation, the total of the corrected price item amount governs. Round totals and extend prices to whole dollars. Pricing will be evaluated based on what is determined to be the best value to the Government.

Price award will be made based upon the following equation.

Equation 1: Base Price

PART 3 - SPECIAL CONSIDERATIONS

3.1 Both locations will have park staff present during the day. Please be advised that prior to the start of your work at either location please make sure that you have completed a schedule of when you would like access to these locations as this is a government .The Park would ask that you work with the designated COR to schedule these hours of operations at each site at least three (3) days in advance of the proposed start date. This is to make all park staff and law enforcement aware your Prescence.

PART 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work within 30 calendar days after the date of receipt of the "Notice to Proceed."

PART 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids. All bidders will be held to have the same knowledge concerning the site and the on-ground conditions as if they had inspected the job site.

PART 6 - ABBREVIATIONS

6.1 The following list of abbreviations, which may be used in the Construction Specifications or Special Provisions, refer to the organizations and specifications of the organizations listed below:

PART 7 - FIELD ENGINEERING

7.1 LAYOUT OF WORK: The Contractor will layout the work in consultation with the Contracting Officer's Representative. Contractor shall immediately notify Contracting Officer’s Representative of apparent conflicts discovered between scope of work and conditions in the field.

PART 8 - ACCIDENT PREVENTION

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

SUBMITTALS:

A. ACCIDENT PREVENTION PROGRAM: At the preconstruction conference submit for approval an accident prevention program. The program shall include:

Name of responsible supervisor to carry out the program.

Weekly and monthly safety meetings.

First aid procedures.

Training, both initial and continuing. Planning for possible emergency situations.

Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

B. TEST REPORTS: Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

C. MEETING AND INSPECTION REPORTS: Submit a report of safety meetings and of inspections.

8.2 QUALIFICATIONS OF EMPLOYEES:

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

8.2.2 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.

8.2.3 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.

8.2.4 Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

8.3 ACCIDENT REPORTING: The Contractor shall report all 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.

8.4 FIRST AID FACILITIES: Provide adequate facilities for the number of employees and the type of construction at the site.

8.5 PERSONNEL PROTECTIVE EQUIPMENT: Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

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

8.7 PROTECTIVE EQUIPMENT:

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

8.7.4 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. Change liners before reissuing hats.

8.8 SAFETY MEETINGS: As a minimum, conduct weekly 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

8.9 HAZARDOUS MATERIALS: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate, if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state, and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.

8.9.1 If a spill, leak, or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the National Park Service Emergency Dispatch.

8.9.2 All vehicles with a load rating of two (2) tons or greater should carry, at minimum, enough absorbent materials to effectively immobilize the total volume of fluid contained within the vehicle. Sand or soil is not approved absorbent materials.

8.9.3 Vehicles and operators transporting hazardous materials must be DOT certified and/or registered, and operators must be state licensed and knowledgeable of local emergency response and personal safety protocol.

8.9.4 Oil leaks from the various pieces of equipment shall be repaired immediately on discovery.

Repairs shall be performed at the site of discovery or breakdown. Oil pans and absorbent material shall be in place prior to beginning repair work.

8.9.5 Absorbent materials may be ordered from:

Lab Safety Supply P.O. Box 1368 Janesville, WI 53547-1368

(800) 356-0722 Poly-sorb Blankets JB-17-921 Universal Sorbent Rolls JB-8617

New Pig Corporation 1 Pork Avenue Tripton, PA 16684

(800) 468-4647

8.9.6 Oil pans and absorbent materials shall be used to prevent leaks, spills and draining of petroleum fluids from falling onto bare ground and paved surfaces during servicing of equipment. Soils contaminated with such fluids shall be dug up and placed in appropriate safety containers, removed from the park, and disposed of according to California State regulations.

8.9.7 Puddles of oil, gas, hydraulic or other similar petroleum-based fluids of one (1) gallon or more or affected areas of more than one (1) square foot shall be considered "Road Damage" on paved surfaces.

8.9.8 Loss of any petroleum fluid of forty (40) gallons or greater shall be reported through the 911 emergency phone system immediately to initiate emergency response actions. Clean up shall be according to state regulations.

PART 9 - PRECONSTRUCTION CONFERENCE:

9.1 PRECONSTRUCTION CONFERENCE: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following:

Claims procedures Correspondence procedures Designation of responsible personnel Labor standards provisions Payroll reports Changes Payments to Contractor Subcontractors National Park Service regulations Accident prevention program (including name of responsible supervisor) Accident reporting Documents required under the contract Park rules and regulations Saturday, Sunday, holiday, and night work Safety program (compliance with the "Accident Prevention" clause of the General Provisions) Tentative construction schedule Submittal of shop drawings, project data, and samples Relationship of Division 1 to other divisions Spill Response Plan

PART 10 -SUBMITTALS

10.1 DESCRIPTION: The work of this section consists of submittal requirements before and during construction.

PART 11 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES:

11.1 As specified in the individual sections, forward submittals to Contracting Officer at least 15 days before need for approval.

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

11.1.2 If submittals are not approved, Contracting Officer will return all copies to contractor with reasons for rejection. Resubmit, identifying changes.

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

11.2 APPROVED EQUALS: A request for approval constitutes a representation that Contractor:

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

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

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

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

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

11.3 PROGRESS SCHEDULES: As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule. Contracting Officer will review the Progress Schedule for format and content. Submit four copies of Progress Schedule (normally in bar chart form) showing estimated starting and completion dates for each part of the work. The first progress payment will not be issued until an acceptable progress schedule is submitted.

PART 12 - TEMPORARY SERVICES

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

12.2 SANITARY FACILITIES: The contractor shall furnish one self-contained portable toilet for employee use. Contractor shall arrange for the toilet to be serviced weekly.

12.3 DRINKING WATER: Provide sufficient quantity of good drinking water in sturdy, sanitary containers. Containers shall be located, so they would not be subjected to contamination. Water shall be changed at least once a day.

PART 13 - FIRE PREVENTION AND PROTECTION:

13.1 HAZARD CONTROL: Take all necessary precautions to prevent fire during construction.

Provide adequate ventilation during use of volatile or noxious substances.

13.1.1 Equipment Required: UL Class 2A, 2-1/2-gallon, water-type, stored pressure extinguisher and UL Class 10, Type I, 15-pound,

13.1.2 Carbon dioxide extinguisher: Furnish a minimum of one of each type of extinguisher for each area of work. Travel distance from any workstation to the nearest extinguisher shall not exceed 100 feet.

13.1.3 Spark Arresters: Equip all gasoline or diesel-powered equipment used in potential forest or grass fire locations with spark arresters approved by the U.S. Forest Service. Exceptions will be made for diesel equipment equipped with a turbocharger. Written determinations of areas and period of potential fire hazard will be issued by Contracting Officer.

13.1.4 Welding: Welding, soldering, or cutting by torch shall be performed only when adequate fire protection is provided.

PART 14 - PROTECTION OF PUBLIC

14.1 Construction and traffic control signing shall be installed in accordance with Caltrans Standard Specifications, Section 12, and the Manual of Uniform Traffic Control Devices (MUTCD) by the Federal Highway Administration (FHWA).

PART 15 - PROJECT CLOSEOUT

15.1 DESCRIPTION: The work of this section consists of final cleanup, closeout submittals, final inspection procedures, and safety precautions.

15.2 CLEANING: Remove all tools, equipment, surplus materials, and rubbish. Sweep paved areas and restore natural areas to original condition. At time of final inspection, project shall be thoroughly clean and ready for use.

15.3 AS-CONSTRUCTED DRAWINGS: Show all changes and revisions to the original design that affect the permanent structure and will exist in the completed work.

15.4 SUBSTANTIAL COMPLETION AND FINAL INSPECTION: Submit written certification that project is substantially complete, and a final inspection is requested. Contracting Officer Representative will inspect within 10 days of receipt of request.

15.4.1 When Contracting Officer determines that the work is substantially complete, he will prepare a list of deficiencies to be corrected before final acceptance and issue a Letter of Substantial Completion.

15.4.2 If Contracting Officer determines that the work is not substantially complete, he will immediately notify Contractor in writing, stating reasons. After completing work, Contractor shall resubmit certification and request a new final inspection.

15.5 ACCEPTANCE OF THE WORK: After all deficiencies have been corrected, a Letter of Acceptance will be issued.

END OF SECTION

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ROUGH CARPENTRY

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