P7534931SPEC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATION

FOR

REPAIR ELECTRICAL DISTRIBUTION SYSTEM

AT

USCG SFO SOUTWEST HARBOR, MAINE

WORK ORDER No. 7534931

PROJECT ENGINEER BRANCH CHIEF

TECHNICAL DIRECTOR, by direction

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

300 METRO CENTER BLVD

WARWICK, RHODE ISLAND 02886

REPAIR ELECTRICAL DIST. SYSTEM WORK ORDER NO: 7534931

TABLE OF CONTENTS Page 1

TABLE OF CONTENTS

SPEC SECTION PART PAGE TITLE

01 11 00 1 1 SUMMARY OF WORK

01 11 00 1 1 GENERAL

01 11 00 1.1 1 GENERAL REQUIREMENTS

01 11 00 1.2 6 PROJECT COORDINATION & TIME

CONSTRAINTS

01 11 00 1.3 7 ADDITIONAL REQUIREMENTS

01 11 00 1.4 13 SUBMITTALS

01 11 00 1.5 13 DRAWINGS

01 11 00 1.6 14 REFERENCES

01 11 00 1.7 14 LOCATION

01 11 00 2 14 PRODUCTS

01 11 00 3 15 EXECUTION

01 11 00 3.1 15 FIELD SURVEY

01 14 00 1 1 WORK RESTRICTIONS

01 14 00 1.1 1 CONTRACTOR ACCESS AND USE OF

PREMISES

01 14 00 1.2 1 SECURITY REQUIREMENTS

01 14 00 2 2 PRODUCTS (Not Used) 01 14 00 3 2 EXECUTION (Not Used)

01 32 00 1 1 CONSTRUCTION SCHEDULE/

SCHEDULE OF VALUES

01 32 00 1.1 1 SUBMITTALS

01 32 00 1.2 1 CONSTRUCTION SCHEDULE

01 32 00 1.3 2 UPDATED SCHEDULES

01 32 00 2 3 PRODUCTS (Not Used)

01 32 00 3 3 EXECUTION

01 32 00 3.1 3 PROGRESS UPDATES

01 33 00 1 1 SUBMITTAL PROCEDURES

01 33 00 1.1 1 DEFINTIONS

01 33 00 1.2 3 SUBMITTALS

01 33 00 1.3 4 USE OF SUBMITTAL REGISTER

01 33 00 1.4 4 PROCEDURES FOR SUBMITTALS

01 33 00 1.5 7 FORMAT OF SUBMITTALS

01 33 00 1.6 9 QUANTITY OF SUBMITTALS

01 33 00 2 9 PRODUCTS (Not Used) 01 33 00 3 9 EXECUTION (Not Used)

01 35 29 1 1 SAFETY & OCCUPATIONAL HEALTH

REQUIREMENTS

01 35 29 1.1 1 REFERENCES

TABLE OF CONTENTS Page 2

01 35 29 1.2 2 SUBMITTALS

01 35 29 1.3 2 QUALITY ASSURANCE

01 35 29 1.4 3 ACCIDENT PREVENTION PLAN (APP)

01 35 29 2 4 PRODUCTS (Not Used)

01 35 29 3 4 EXECUTION

01 35 29 3.1 4 CONSTRUCTION

01 35 29 3.2 4 PERSONNEL PROTECTION

01 35 29 3.3 4 ELECTRICAL

01 35 29 3.4 5 WORK IN CONFINED SPACES

01 35 29 3.5 6 HOUSEKEEPING

01 50 00 1 1 TEMPORARY FACILITIES AND CONTROLS

01 50 00 1.1 1 REFERENCES

01 50 00 1.2 1 TEMPORARY UTILITIES

01 50 00 1.3 1 WEATHER PROTECTION

01 50 00 1.4 2 STORAGE AREAS

01 50 00 1.5 2 TEMPORARY SANITARY FACILITIES

01 50 00 1.6 2 TEMPORARY BUILDINGS

01 50 00 2 3 PRODUCTS (Not Used)

01 50 00 3 3 EXECUTION

01 50 00 3.1 3 TEMPORARY PHYSICAL CONTROLS

01 50 00 3.2 3 TEMPORARY WIRING

01 57 19 1 1 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19 1.1 1 REFERENCES

01 57 19 1.2 1 DEFINITIONS

01 57 19 1.3 3 ENVIRONMENTAL PROTECTION

REQUIREMENTS

01 57 19 1.4 4 UNFORESEEN HAZARDOUS MATERIAL

01 57 19 2 4 PRODUCTS (Not Used)

01 57 19 3 4 EXECUTION

01 57 19 3.1 4 PROTECTION OF NATURAL RESOURCES

01 57 19 3.2 5 HISTORICAL AND ARCHAEOLOGICAL

RESOURCES

01 57 19 3.3 5 CONTROL AND DISPOSAL OF SOLID

WASTE

01 57 19 3.4 6 PETROLEUM PRODUCTS

01 57 19 3.5 6 RELEASES/SPILLS OF OIL AND

HAZARDOUS SUBSTANCES

01 57 19 3.6 6 DUST CONTROL

01 57 19 3.7 7 NOISE

01 77 00 1 1 CLOSEOUT PROCEDURES

01 77 00 1.1 1 SUBMITTALS

01 77 00 1.2 1 PROJECT RECORD DOCUMENTS

TABLE OF CONTENTS Page 3

01 77 00 1.3 1 EQUIPMENT/PRODUCT WARRANTIES

01 77 00 1.4 2 CELANUP

01 77 00 2 2 PRODUCTS (Not Used) 01 77 00 3 2 EXECUTION (Not Used)

01 78 23 1 1 OPERATION AND MAINTENANCE DATA

01 78 23 1.1 1 SUBMISSION OF OPERATION AND

MAINTENANCE DATA

01 78 23 1.2 2 TYPES OF INFORMATION REQUIRED IN

O&M DATA PACKAGES

01 78 23 1.3 5 SCHEDULE OF OPERATION AND

MAINTENANCE DATA PACKAGES

01 78 23 2 5 PRODUCTS (Not Used) 01 78 23 3 5 EXECUTION (Not Used)

26 00 00 1 BASIC ELECTRICAL MATERIALS AND

METHODS

26 00 00 1.1 1 REFERENCES

26 00 00 1.2 1 RELATED REQUIREMENTS

26 00 00 1.3 2 DEFINITIONS

26 00 00 1.4 2 ADDITIONAL SUBMITTALS INFORMATION

26 00 00 1.5 2 QUALITY ASSURANCE

26 00 00 1.6 3 WARRANTY

26 00 00 1.7 3 POSTED OPERATING INSTRUCTIONS

26 00 00 1.8 4 MANUFACTURER’S NAMEPLATE

26 00 00 1.9 4 FIELD FABRICATED NAMEPLATES

26 00 00 1.10 4 WARNING SIGNS

26 00 00 1.11 5 ELECTRICAL REQUIREMENTS

26 00 00 1.12 5 INSTRUCTIONS TO GOVERNMENT

PERSONNEL

26 00 00 2 5 PRODUCTS

26 00 00 2.1 5 FACTORY APPLIED FINISH

26 00 00 3 5 EXECUTIONS

26 00 00 3.1 5 FIELD FABRICATED NAMEPLATE

MOUNTING

26 00 00 3.2 5 WARNING SIGN MOUNTING

26 08 00 1 1 APPARATUS INSPECTION AND TESTING

26 08 00 1 1 GENERAL

26 08 00 1.1 1 REFERENCES

26 08 00 1.2 1 RELATED REQUIREMENTS

26 08 00 1.3 1 SUBMITTALS

26 08 00 1.4 1 QUALITY ASSURANCE

26 08 00 2 2 PRODUCTS (Not Used)

26 08 00 3 3 EXECUTION

TABLE OF CONTENTS Page 4

26 08 00 3.1 3 ACCEPTANCE TESTS AND

INSPECTIONS

26 08 00 3.2 3 SYSTEM ACCEPTANCE

26 08 00 3.3 3 PLACING EQUIPMENT IN SERVICE

26 11 16 1 1 SECONDARY UNIT SUBSTATIONS

26 11 16 1 1 GENERAL

26 11 16 1.1 1 REFERENCES

26 11 16 1.2 4 RELATED REQUIREMENTS

26 11 16 1.3 4 SUBMITTALS

26 11 16 1.4 6 QUALITY ASSURANCE

26 11 16 1.5 7 MAINTENANCE

26 11 16 1.6 7 WARRANTY

26 11 16 2 8 PRODUCTS

26 11 16 2.1 8 PRODUCT COORDINATION

26 11 16 2.2 8 SECONDARY UNIT SUBSTATION

26 11 16 2.3 15 SOURCE QUALITY CONTROL

26 11 16 3 16 EXECUTION

26 11 16 3.1 16 INSTALLATION

26 11 16 3.2 16 GROUNDING

26 11 16 3.3 17 INSTALLATION OF EQUIPMENT AND

ASSEMBLIES

26 11 16 3.4 18 FOUNDATION FOR EQUIPMENT AND

ASSEMBLIES

26 11 16 3.5 18 PADLOCKS

26 11 16 3.6 18 FIELD QUALITY CONTROL

33 70 02 1 1 ELECTRICAL DISTRIBUTION

SYSTEM

33 70 02 1 1 GENERAL

33 70 02 1.1 1 REFERENCES

33 70 02 1.2 4 SUBMITTALS

33 70 02 1.3 7 DELIVERY, STORAGE, AND

HANDLING

33 70 02 1.4 7 DRAWINGS

33 70 02 2 8 PRODUCTS

33 70 02 2.1 8 NAMEPLATES

33 70 02 2.2 8 CORROSION PROTECTION

33 70 02 2.3 9 CABLES

33 70 02 2.4 10 CABLE TERMINATIONS

33 70 02 2.5 10 CONDUIT AND DUCTS

33 70 02 2.6 11 TRANSFORMER (300-KVA

DOWNSTREAM OF SUBSTATION)

33 70 02 2.7 13 METERING

33 70 02 2.8 13 SURGE ARRESTERS

TABLE OF CONTENTS Page 5

33 70 02 2.9 14 GROUNDING AND BONDING

33 70 02 2.10 14 LIQUID DIELECTRICS

33 70 02 2.11 14 FACTORY TESTS

33 70 02 3 15 EXECUTION

33 70 02 3.1 15 INSTALLATION REQUIREMENTS

33 70 02 3.2 15 CABLE INSTALLATION

33 70 02 3.3 18 PAD-MOUNTED EQUIPMENT

INSTALLATION

33 70 02 3.4 18 CONNECTIONS TO BUILDINGS

33 70 02 3.5 18 GROUNDING

33 70 02 3.6 20 FIELD TESTING

33 70 02 3.7 24 MANUFACTURER’S FIELD SERVICE

33 70 02 3.8 24 ACCEPTANCE

REFERENCE DRAWING SET

DRAWING No. 01-01-83 (sheet E-5) 7034 (sheet L-3) P000138 sheet 2 of 3 P000138 sheet 3 of 3

SUBMITTAL REGISTER

--End Table of Contents--

SECTION 01 11 00 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

This Specification is for the replacement of an existing medium voltage (15KV) secondary unit substation and one downstream individual 300-KVA liquid-filled transformer at the US Coast Guard SFO Southwest Harbor, Maine. All work shall be in strict accordance with the 2014 National Electrical Code (NEC), 2012 National Electrical Safety Code (NESC), OSHA, Emera Maine (formerly Bangor Hydro) and equipment manufacturers.

1.1.1 Existing Secondary Unit Substation

A. US Coast Guard SFO Southwest Harbor receives commercial power from service provider Emera Maine via a utility pole located outside the US Coast Guard property. An underground service lateral runs between the utility pole and CG owned, 8320 GRDY/4800-208Y/120V, five-section “secondary unit substation”.

300-KVA UNIT SUBSTATION

B. It is the intent of this project to replace the existing secondary unit substation in entirety to include but not limited to; 15KV primary switching section, surge arrestor, metering, 300-KVA transformer section, and 208Y/120V, 800-AF, 3-phase, 4-wire, 60-Hz, low voltage distribution section. Refer to Subpart

1.1.2 below.

SECTION 01 11 00 2

C. Conductors/cables entering and leaving the existing substation sections shall be replaced as new.

D. Existing Substation Primary Section: The existing primary section consists of a 15KV fused cut-out that is typically seen on a utility pole. The ratings of this fuse are unknown and no photo available. Refer to Subpart 1.3.A below for field survey requirements.

E. Existing Transformer Section: There are three (3) 8320 GRDY-208Y/120V, 100-KVA, pole-mounted type liquid-filled transformers. Although the substation enclosure is stenciled the transformers are non-PCB, the individual 100-KVA transformers do not appear to be individually labeled. Hence, Contractor shall test, label and properly disposed of the transformers in accordance with local, state, and federal requirements. Submit a copy of the disposal records.

TRANSFORMER SECTION: (3) 100-KVA TRANSFORMERS

F. Existing Low Voltage Distribution Section: The outgoing section of this substation includes a 208Y/120V, 3-phase, 4-wire, 800 AF distribution panel with two circuit breakers; one 3-pole 400-AT and the other a 3-pole 300 AT. These two circuit breakers are the service disconnecting means for the Multi- Mission (MMB)/ADMIN Building and Barracks/UPH Building respectively. Refer to Drawing P7534931d03.dwg and Reference Drawing 01-01-83 (E-5).

SECTION 01 11 00 3

LOW VOLTAGE SECTION: DISTRIBUTION PANEL

G. The existing substation is installed on an 18.5’L X 4.5’ W concrete foundation which is assumed to be reused by the Contractor. If modifications are required, refer to Subpart 1.1.2.E below. Contractor shall assume all costs associated with modifications to this existing foundation.

H. Although the existing unit substation is owned by the US Coast Guard, the electric utility provider Emera Maine is the owner of the keys and has jurisdiction over access to the substation. Hence, Emera Maine shall be closely coordinated with for all phases of the work; including equipment access. Emera shall have jurisdiction on final connections made to their equipment.

I. Contractor shall be responsible for all costs associated with Emera Maine to include but not limited to scheduled power outages, visits, making cable terminations, testing etc.

J. Point of Contact for Emera Maine is

Mr. Robert Peasley robert.peasley@emeramaine.com

207.973.2518

1.1.2 New Secondary Unit Substation

A. Contractor shall select a replacement 300 KVA Secondary Unit Substation to include a primary section with (15KV) load interrupter switch and surge arrester, transformer section with 300-KVA liquid-filled transformer, and low voltage section with 208Y/120V, 800-ampere, 3-phase, 4-wire, 60-Hz panelboard section.

SECTION 01 11 00 4

B. The Interrupting Rating (rms symmetrical) of the new substation equipment shall be sized based on the existing equipment ratings. This shall be determined at the mandatory field survey. Refer to Subpart 1.3.A below.

C. New substation shall be in accordance with Specification Section 26 11 16 SECONDARY UNIT SUBSTATION.

D. Verify primary voltages and delta/wye configurations with Emera Maine. Confirm the primary utility voltage is 8320 GRDY- 208Y/120V, 3-phase, 60-Hz. Submit a letter in writing from Emera Maine stating the system voltage.

E. Provide new KW-hr usage metering in accordance with Emera Maine.

F. Contractor shall consider the existing unit substation concrete foundation and conduit configurations to ideally size and match up the new equipment. If increasing the size of the pad is required; Contractor shall submit for approval a detail of the proposed modifications to include any associated power outages. Refer to Specification Section 26 11 16 Subpart 3.4.1.

G. Primary 15 KV conductors between the utility pole and new substation shall be in accordance with Specification Section 33 70 02 Subpart 2.3.1 MEDIUM-VOLTAGE CABLES. Coordinate termination requirements with Emera Maine.

H. Secondary feeders shall be in accordance with Specification Section 33 70 02 Subpart 2.3.2 LOW-VOLTAGE CABLES.

I. Surge Arrestor requirements shall be found in Specification Section 33 70 02 Subpart 2.8 SURGE ARRESTORS.

1.1.3 300-KVA Liquid-Filled Transformer (8320 GRDY-480/277V)

A. There is a “tap” on the primary side of the secondary unit substation being replaced under this contract where a single, 8320 GRDY-480/277V, 300-KVA, liquid-filled transformer is fed.

This transformer shall be replaced in-kind. Refer to Reference Drawings P000138 sheets 2 of 3 and 3 of 3 for details of this “tap”.

B. During the mandatory site visit, photograph the nameplate ratings to include manufacturer, model number and serial number, voltages, etc. Use this for the manufacturer to provide an exact

SECTION 01 11 00 5

ratings and dimensional match. Submit a copy of the photographed nameplate ratings to the Contracting Officer.

C. Refer to Specification Section 33 70 02 ELECTRICAL DISTRIBUTION SYSTEM Subpart 2.6 for additional transformer requirements.

D. Replace the primary and secondary feeder cables entering and leaving the transformer as shown on Drawing P7534931d03.dwg (One-Line Diagram) and in accordance with Specification Section 33 70 02 ELECTRICAL DISTRIBUTION SYSTEM Subpart 2.3.2 (Low- Voltage Cables).

E. Reuse/re-connect to the existing grounding electrode system; grounding the new transformer in strict accordance with the NESC and NEC. Any discrepancies with the existing grounding electrode system shall be brought to the attention of the on-site COR.

F. The existing transformer is stamped as non-PCB. Contractor shall dispose of in strict accordance with local, state, and federal requirements. Submit a copy of the disposal record.

300-KVA LIQUID-FILLED TRANSFORMER

SECTION 01 11 00 6

1.1.4 Pull-Free Feeder Conductors

A. The base electrical distribution runs underground via several manholes. Refer to Reference Drawing 01-01-83 (E-5).

All conductors being replaced shall be pulled splice free through all manholes, pull boxes, or wireways.

B. Contractor shall assure to use generous amounts of wire pulling lube during the replacement.

MANHOLE

1.2 PROJECT COORDINATION & TIME CONSTRAINTS

1.2.1 This project can only take place between 1 Oct and 1

May due to critical operations in the other months. Contractor shall plan and bid accordingly.

1.2.2 All construction shall take place over the course of

one weekend. Contractor will be authorized to take down commercial power to commence work at 2:00 PM on a Friday and shall be 100% completed with commercial power restored by 0700 Monday. Exact dates shall be coordinated between the Contractor, Contracting Officer, Sector Engineering Officer, and Emera Maine after award.

1.2.3 If the work is not completed on time, the Contractor

shall provide stand-by generators capable of powering all affected electrical loads until the work can be completed. This shall be at the Contractors expense to include all generator maintenance, refueling, and full generator replacement in the event of a failure.

1.2.4 Due to the nature of the weekend work where supply

houses will likely be closed, the Contractor shall account for

SECTION 01 11 00 7

this by having extra supplies and materials available to them such as termination items, load break elbows, and fuses.

Identify the nearest electrical supply which would be open both Mon-Sat as well as Mon-Sun. After Notice to Proceed, submit to the Contracting Officer a list of area electrical supply businesses to include hours of operation.

1.2.5 The Contractor shall have no restrictions on working

hours throughout the weekend.

1.3 ADDITIONAL REQUIREMENTS

1.3.1 Pre-Construction Field Survey

A. Upon Notice to Proceed and prior to ordering any equipment, the Contractor shall make a mandatory joint site visit to fully survey the existing conditions.

B. Survey shall include but is not limited to the following:

(1) Photograph and document the equipment nameplate ratings (to include manufacturer and model number); conduit sizes and locations; conductor lengths, sizes and insulation types; foundation dimensions.

(2) Record the kAIC Interrupting Rating (rms symmetrical) from the existing primary and secondary electrical equipment of the unit substation. This shall be used to size the new equipment.

(3) Contractor shall record the fusing information associated with the incoming section of the unit substation.

This shall include fuse type, voltage, ampere rating, and kAIC.

Compare the fuse size with the fusing requirements outlined in Specification Section 26 11 16 subpart 2.2.1.4 (Load-Interrupter Switch). If there is a discrepancy with the two ratings; notify the Contracting Officer in writing.

(4) Confirm the accuracy of the Drawings and identify and discrepancies.

(5) While de-energized, Contractor shall have their medium voltage electrician confirm the fusing associated with the downstream 300-KVA (w/480/277V secondary) transformer being replaced. Record this information to size the fusing for the replacement transformer.

SECTION 01 11 00 8

C. The joint field survey shall include but is not limited to the following personnel:

(1) General Contractor

(2) Electrical Contractor(s) (with medium voltage experience)

(3) CG Design Project Manager

(4) CG Construction Project Manager

(5) CG Inspector

(6) Sector NNE Engineering Officer

(7) Engineer from Emera Maine

D. The field survey will require the support of Emera Maine line crew to access the substation and transformer. Contractor will be granted a 2-hour shut down to fully inspect the unit substation and transformer compartments. This shall be fully coordinated and scheduled by the Contractor.

E. The Contractor’s electrician shall be present for the field survey and coordinate with the CG Station personnel to safely transfer base electrical loads back and forth from commercial and generator power. The CG has a stationary 80-KW standby generator that can run the mission critical emergency loads during the survey.

F. Contractor shall submit to the Contracting Officer the following:

(1) Nameplate information collected from the survey

(2) Any drawing discrepancies

1.3.2 Temporary Lodging

A. Contractor shall provide lodging for up to eight (8) Coast Guard personnel (two persons per room of the same gender) who will be displaced during this weekend construction period. Cost of lodging shall be based on the current “Federal” Government Per Diem rates for the Bar Harbor, Maine region; based on the time of year. These rates can be obtained by visiting the following website. Contractor is responsible for making ALL reservations. Coordinate these reservations with the Contracting Officer Representative (COR).

http://www.gsa.gov/portal/content/104877

B. During the summer season, there are hotels in Ellsworth, ME which are known to provide rooms that meet the Federal

SECTION 01 11 00 9

Government Per Diem rates for lodging. Those are the Hampton Inn Ellsworth/Bar Harbor and Ramada Ellsworth. This area also allows for the car pooling of personnel back and forth to the base. Coordinate these arrangements with the COR.

http://hamptoninn3.hilton.com/en/hotels/maine/hampton-inn-ellsworth-bar-harbor-BHBEWHX/index.html http://www.ramada.com/hotels/maine/ellsworth/ramada-ellsworth/hotel-overview?WID=LC:RA:20160226:RIO:Local:SM-raneng

C. In the case of any project delays which prevent the Contractor to complete the project on schedule, the Contractor shall assume all costs associated with extending the hotel lodging until the project is completed.

D. The Contractor is not required and shall not provide any cost associated with meals for the Coast Guard personnel receiving the lodging.

1.3.3 Travel Trailer Requirements

A. Contractor shall provide two (2) Travel Trailers w/slide to provide on-site sleeping quarters to personnel during construction:

(1) 30’ Quad Bunk Travel Trailer

(2) Sleeps 6 to 8

(3) Queen bed, Sofa Bed, Dinette Bed, (2) single bunks

(4) All beds shall come with complete set of sheets, blanket, allergy free pillows and pillow covers

(5) Living area (slide out type)

(6) Heating and Air condition

(7) Kitchen w/Fridge & Freezer, Microwave, Oven/Stove, Double Sink,

(8) Bath w/ toilet, sink, and shower

(9) Smoke and CO detector/alarm

B. Contractor shall provide, maintain and wire standby generator(s) to power each trailer during construction.

C. Submit to the Contracting Officer for approval, the travel trailer details to include scaled layout to include information required in 1.3.3 (A) above.

SECTION 01 11 00 10

1.3.4 Temporary Power Requirements

A. Contractor shall assign a licensed electrician to coordinate and direct the safe transfer between commercial and standby power during the scheduled power outage(s) using the existing, on-site, CG owned, stationary 80KW standby generator set. Refer to Reference Drawing 01-01-83 (E-5).

B. The Contractor shall not be held responsible for the maintenance, repairs, or failures associated with the CG owned generator set. However, the Contractor shall be responsible for making the physical transfers from one power source to the other to include lock-out/tag-out procedures and appropriate signage to keep unauthorized personnel from entering the work areas.

C. The CG will provide a person to oversee that the CG owned generator fuel levels and general maintenance is maintained.

D. At the time when the contractor is ready to pull new feeder conductors into each building where a full shut-down is required; the Contractor will be granted a full shut down. For security purposes, a full electrical power shut-down shall be performed during daylight hours only.

E. Upon award of the contract and prior to mobilization, the Contractor shall submit for approval a power outage schedule detailing the specific dates and times of scheduled outages to include work to be performed during those hours.

F. If a full power shut-down is to exceed four (4) hours in less than 50 deg F weather, the Contractor shall provide generators to temporarily power electrical panels ‘EP’ (Room 218/MMB) and ‘EDP” (Barracks Building). Refer to Reference Drawing 01-01-83 (E-5).

G. The Contractor shall have a 208Y/120V, 80KW, 3-phase, 4W, 60-Hz standby generator on site for the duration of construction as a backup to the CG owned generator. Contractor shall bid accordingly.

1.3.5 Generator Maintenance

Contractor shall be responsible for all costs associated with the maintenance and operation of all Contractor provided stand-by generators. This shall include but is not limited to, SECTION 01 11 00 11 required fueling, fuel delivery, connecting and disconnecting of any generators, or a replacement generator upon failure.

1.3.6 Portable Cords

A. Portable cords shall be rated and UL Listed for their use and shall be protected from physical damage.

B. Contractor shall strictly comply with the requirements of the National Electrical Code (NEC) and OSHA to assure all equipment and cords are properly rated and grounded.

1.3.7 Emera Maine Letter

A. In addition to US Coast Guard approval, the new switchgear design and shop drawings shall be submitted by the Contractor to Emera Maine for their written feedback confirming compatibility of this new equipment with the Emera Maine electrical system.

B. Submit a letter from the Emera Maine representative to the US Coast Guard Contracting Officer that the new equipment is compatible with their system.

1.3.8 Post Construction Standby Support

A. The Contractor’s Electrical Contractor shall leave a qualified, licensed electrician on-site and on standby during the first day (Monday) of the new equipment operation (from 7:00 am until 3:30 pm) to respond to any new equipment problems and/or failures.

B. Contractor shall have Emera Maine emergency contact information on-hand for any necessary emergency response.

C. If requested in writing, the Contractor shall be provided a desk on the base to conduct their general business during that day. Contractor shall provide their own telephone and computer.

D. Wi-Fi is not available and physical connection of the Contractor’s electronic devices into a CG network or computer is

UNAUTHORIZED!

1.3.9 Qualified Personnel

A. The Electrical Contractor shall be a Maine licensed electrician experienced with and who regularly engages in medium voltage work of a similar nature.

SECTION 01 11 00 12

B. Submit to the Contracting Officer the Electrical Contractor’s qualifications and examples of three similar projects that have been completed over the last three years.

1.3.10 Equipment Verification Requirements

A. Contractor shall perform equipment verification to include confirmation of the physical dimensions of the new equipment as follows:

(1) Once the Contractor receives the manufacturer’s cut-sheets and shop drawings of the new substation and transformer, the Contractor shall make a site visit to Sector NNE to field verify that the new equipment will match up with the existing conditions and to note any discrepancies. Submit an email to the Contracting Officer that this visit has been completed and whether any discrepancies were discovered.

(2) Once the equipment has been delivered to the project site and prior to any power outages, the Contractor shall unpack the equipment, assure all equipment is complete, nameplate ratings and physical dimensions are correct. Submit an email to the CG Construction Project Manager and the Contracting Officer that this verification has been completed and whether or not any discrepancies were discovered.

1.3.11 Site Visits

All site visits shall be scheduled with CEU Providence Construction Inspector, Mr. Jeff Grantham @ (401) 824-4731.

1.3.12 Training

A. Provide training to both US Coast Guard and Emera Maine personnel on the full operation of the new equipment.

B. Training shall also include safety information and requirements on the personal protective equipment.

SECTION 01 11 00 13

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00, “Submittal Procedures.”

SD-01 Pre-Construction Submittals

15KV Fuse Information 300-KVA Transformer Nameplate Information Electrical Supply List Project/Work Schedule Equipment List w/Ratings Accuracy of Drawings Letter Emera Maine Letters Contractor’s Qualifications Equipment Verification Email Field Survey/Outage Request Travel Trailer Requirements

1.5 DRAWINGS

1.5.1 Construction Drawings

P7534931 Sheet 1 of 3 (G-001) Title Sheet

P7534931 Sheet 2 of 2 (E-601) One-Line Diagram

1.5.2 Reference Drawings

Reference Drawings are for REFRENCE Purposes Only. They are not intended to show work to be performed but to compliment the Construction Drawings with additional information on the existing site conditions.

01-01-83 Sheet E-5 One-Line Diagram

Note: This drawing shows the One-Line Diagram of the base electrical distribution system. The 30-KW standby generator shown has been replaced with an 80-KW system. Also, this drawing does not show the downstream 300 KVA (w/480/277V secondary) transformer being replaced under this contract. That is shown on Reference Drawing P000138, sheets 2 of 3 and 3 of 3.

7034 Sheet L-3 Utilities

Note: This drawing shows a portion of the site to include a Plan View of the incoming commercial power, the unit substation being

SECTION 01 11 00 14

replaced (shown as “Transformer Pad”), and the feeder conductors going out to the BARRACKS and the SHOP and ADMIN (today called the Multi-Mission Building). All which are being replaced.

This drawing does not show the downstream 300 KVA (w/480/277V secondary) transformer being replaced under this contract. That is shown on Reference Drawing P000138, sheets 2 of 3 and 3 of 3.

P000138 Sheet 2 of 3 Partial Site Plan

Note: This drawing does shows the downstream 300 KVA (w/480/277V secondary) transformer being replaced under this contract and the feeder conductors going out to the MK Shop which are being replaced under this contract.

P000138 Sheet 3 of 3 One-Line Diagram & Schedules

Note: This drawing does shows the downstream 300 KVA (w/480/277V secondary) transformer being replaced under this contract and the feeder conductors going out to the MK Shop which are being replaced under this contract. This drawing also shows the “tap” at the unit substation.

1.6 REFERENCES

29 CFR 1910 Occupational Safety and

Health Standards

NFPA 70 (2014) National Electrical Code

IEEE C2-2012 National Electrical Safety

Code

NFPA 70E Standards for Electrical

Safety in the Workplace

1.7 LOCATION

The work shall take place at 184 Clark Point Road, Southwest Harbor, Maine 04679.

PART 2 PRODUCTS

2.1 Products shall be UL Listed/Approved and compatible with

the Emera Maine electrical system.

SECTION 01 11 00 15

PART 3 EXECUTION

3.1 Field Survey

A. Submit to the Contracting Officer for approval a schedule requesting the survey and outage at least one 7 working days prior to the proposed visit. This field survey and associated requirements shall be fully coordinated by the Contractor at the Contractor’s expense.

B. Document all discussions and/or questions generated from this field survey and submit a written report to the Contracting Officer detailing the minutes and critical elements of this field survey. Submit a copy of this report to the Emera Maine representative.

C. No materials shall be ordered until all pre-construction questions and RFI’s have been addressed and approved of by the Contracting Officer.

D. Contractor shall survey the heavy equipment requirements to remove and replace equipment without damaging the sub-surface conduits and infrastructure. Consider all underground obstructions that could be damaged from heavy equipment in the Construction work area. Discuss with the on-site CG inspector the heavy equipment plans prior to the start of the work day.

--End of Section--

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Station Regulations

Ensure that Contractor personnel employed at the Station become familiar with and obey regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.1.2 Working Hours

As per Specification Section 01 11 00 Part 1.2

1.1.3 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter any buildings without a USCG escort.

1.2 SECURITY REQUIREMENTS

1.2.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer, Commanding Officer, or Officer-in-Charge of the facility.

1.2.2 Parking

Contractor shall be assigned a parking area for Contractor’s and their sub-Contractors. This shall be shown during the Pre- Construction Meeting on site. Do not park on or block the marked fire lanes at any time.

SECTION 01 14 00 Page 2

Not used.

REPAIR ELECTRICAL DIST. SYSTEM WORK ORDER NO: 75349631

SECTION 01 32 00 Page 1

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

"Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause

52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Construction Schedule shall clearly indicate the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities

SECTION 01 32 00 Page 2

e. In-Progress Submittals

f. Final Government Inspection

g. Close-Out Submittals; i.e. Warranties, Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work.

Contractor shall annotate all such activities into the progress schedule with their forecasted time periods. These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete. Do not include mobilization and demobilization line items on the Schedule of Values.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update.

Submit copies of the purchase orders and confirmation of the delivery dates as directed.

SECTION 01 32 00 Page 3

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change.

Enter all modifications in this manner in sequential order.

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

SECTION 01 33 00 Page 2

1.1.3 Submittal Descriptions (SD)

Construction Schedule Submittal register Schedule of Values Accident Prevention Plan Quality Control Plan Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the contractor for integrating the product or system into the project.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or

SECTION 01 33 00 Page 3 material meets specification requirements. Must be dated after award of project contract and clearly name the project.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings

Special warranties

Posted operating instructions

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

SECTION 01 33 00 Page 4

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (a), (b), (c), and

(d) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (e) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work; components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so

SECTION 01 33 00 Page 5 that work will not be delayed by submittal processing.

Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each re-submittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.2 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

SECTION 01 33 00 Page 6

d. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for re-submittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 10 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

SECTION 01 33 00 Page 7

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until re-submittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal electronically, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e. samples), to office of approving authority.

The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

SECTION 01 33 00 Page 8

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section.

Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

SECTION 01 33 00 Page 9

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals compliance with quantity requirements specified for product data.

SECTION 01 35 29 Page 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 (2004) Personal Fall Protection -

Safety Requirements for Construction and Demolition Operations

ANSI Z359.1 (1992; Errata 1994; R 1999) Safety

Requirements for Personal Fall Arrest Systems, Subsystems and Components

ANSI A10.34 (2001; R 2005) Protection of the

Public on or Adjacent to Construction Sites

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health

Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for

Construction

29 CFR 1926.500 Fall Protection

SECTION 01 35 29 Page 2

CORPS OF ENGINEERS (COE)

EM 385-1-1 (2003) Safety -- Safety and Health

Requirements

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2004) Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70E (2012) Electrical Safety in the

Workplace

1.2 SUBMITTALS

Accident Prevention Plan (APP)

Daily Confined Space Entry Permit

Submit one copy of each permit attached to each Daily Production Report.

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

SECTION 01 35 29 Page 3

1.3.1.1 New Employee Indoctrination

New employees will be informed of specific site hazards before they begin work. Documentation of this orientation shall be kept on file at the project site.

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

Make the APP site specific.

1.4 ACCIDENT PREVENTION PLAN (APP)

1.4.1 Contents of the Accident Prevention Plan

a. Name and safety related qualifications of safety officer (including training and any certifications).

b. Qualifications of competent and of qualified persons.

c. Identity of the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of accidents to include subcontractors.

d. Emergency response plan. Include a map denoting the route to the nearest emergency care facility with emergency phone numbers. Contractor may be required to demonstrate emergency response.

e. Confined Space Entry Plan. Identify the qualified person's name and qualifications, training, and experience. Delineate the qualified person's authority to direct work stoppage in the event of hazardous conditions. Include procedure for rescue by contractor personnel and the coordination with emergency responders. (If there is no confined space work, include a statement that no confined space work exists and none will be created.)