01801_TEMPORARY_FACILITIES.pdf

SECTION 01801_TEMPORARY FACILITIES

Part 1 GENERAL

1.1 OFFSITE TEMPORARY MOORING

1.1.1 General

1.1.1.1 The Contractor shall construct temporary mooring of a 140’ (WTGB) icebreaking tug Bay-class cutter at the “L pier” (northern extension of the pier, west side, mid pier) located within the U.S. Army Corps of Engineers (USACE) – Buffalo District Ohio Area Office at 1035 E 9th St, Cleveland, OH 44114, per RFP drawings. This temporary mooring is located directly north of the USCG MSU Cleveland Harbor property. The USCG has entered into a Memorandum of Understanding (MoU) with the USACE to utilize this berth during the construction phase of this project.

1.1.1.2 The USACE “L pier” has load restrictions, which will prevent the used of cranes and heavy trucks.

1.1.1.3 Refer to RFP 01110 for phasing and sequencing of temporary mooring.

1.1.1.4 Fendering

1.1.1.4.1 The contractor shall provide and install five new 5’ diameter x 10’ length foam-filled fenders. The fenders shall have a closed cell foam core that cannot absorb water, deflate, or sink. The Contractor shall coordinate the installation with the cleats and bollards at the temporary location, which may be used to attach the new fenders. The DOR has the responsibility to select a floating fender, fender connections, to include all necessary padeyes, chains and shackles, for the WTGB temporary berth. The contractor is not authorized to reuse the existing fenders at MSU Cleveland Harbor.

1.1.1.4.2 This Contractor shall turn over the fenders and fender attachment assemblies to the USCG MSU Cleveland Harbor at the end of construction.

1.1.1.5 Access Ramp/Gangway: The Contractor is not responsible for providing an access ramp/gangway.

1.1.1.6 WTGB Utility Connections

1.1.1.6.1 Potable Water: In the USACE warehouse building, the Contractor shall provide and install a water meter and exterior hose bib. The water meter can be located inside the warehouse. Design plumbing, hose bib and hose to maximize flow to cutter. Hose bib shall be protected from freezing, by using trace heating, insulation cover, or using a hose bib that meets the requirements of ASSE 1019/ASSE 1053. The contractor shall also provide all hoses, valves, surface mounted piping, connections and fitting from the water source to the 140’ cutter mooring. Refer to RFP drawing C104. See Attachment X for photos.

1.1.1.6.2 Sanitary Sewer: The Contractor is not responsible for sanitary sewer connections.

1.1.1.6.3 Electrical Power: The Contractor shall provide and install a new electrical shore-tie for the temporary mooring. Vessel shore-tie electrical services shall comply SILC-CSTO-36-11 21 27 11-04 Electrical Shore Ties. The contractor can reuse one of the existing power mounds at MSU Cleveland. All conduits shall be surface mounted and secure, trenching is prohibited. At the end of construction, the Contractor shall remove their work, including, electrical shore-tie, electrical transformer, meter and accessories. The power mound shall be removed and install at USCG MSU Cleveland Harbor along with all other electrical hookup work to provide a fully operational power mound for the cutter.

1.1.1.6.4 Telecommunications: The Contractor is not responsible for telecommunication connections.

1.1.1.6.5 Fuel: Fuel system connections are not included in the scope.

Part 2 PRODUCT

2.1 REFERENCES, CODES AND STANDARDS

Design and construction shall, at a minimum, be in accordance with the following documents to the extent cited in the text. Codes, standards and publications are referenced in the text by their basic designation only. The latest editions, at the time of bid proposal shall be used, unless otherwise noted.

(a) International Code Council (ICC)

(b) International Building Code (IBC)

(c) International Fire Code (IFC)

(d) International Plumbing Code (IPC)

(e) International Mechanical Code (IMC)

(f) International Fuel Gas Code (IFGC)

(g) Institute of Electrical and Electronics Engineers (IEEE)

(h) National Electrical Safety Code (NESC)

(i) National Electrical Contractors Association (NECA)

(j) National Electrical Installation Standards (NEIS)

(k) Illuminating Engineering Society of North America (IESNA)

(l) U.S. Department of Defense

(m) Unified Facilities Criteria (UFC) (download from www.wbdg.org)

(n) U. S. Federal Regulations

(o) Americans with Disabilities Act Accessibility Guidelines (ADAAG)

(p) Occupational Safety and Health Association (OSHA)

(q) Code of Federal Regulations (CFR)

(r) CFR Title 14 Part 77.13

2.2 ROLE OF REQUEST FOR PROPOSAL (RFP) SPECIFICATIONS AND DRAWINGS

2.2.1 General

The RFP drawings contain abbreviated minimum facility requirements. The Contractor shall provide all necessary materials, equipment, labor and services required to provide complete and useable facilities for its intended purpose as temporary mooring.

2.3 CONTRACTOR-PRODUCED CONSTRUCTION DESIGN DOCUMENTS

The Contractor shall provide design documents in compliance with Section 01802 “Construction Design Drawings."

2.3.1 RFP Drawings

The design and design data indicated on the RFP drawings are the minimum requirements, i.e., baseline requirements to be used by the Contractor to develop the project design. The Contractor shall add to, supplement, and complete these drawings to fully comply with the documentation requirements specified in Section 01802 "Construction Design Documentation." The design and design data on the RFP drawings shall not be changed unless the requirements of paragraph "Deviations from Procurement Documents" of Section 01802 are met.

2.3.2 Seal on Documents

All Final Contractor-produced construction design drawings and calculations shall be signed, dated, and bear the seal of a registered Architect or Engineer, for all site, power and utility design documents. The seal shall be the seal of the Designer of Record, for all drawings or calculations.

2.4 ELECTRICAL

Electrical system design and construction shall comply with NFPA 70 and IEEE C2, as applicable. Install devices, equipment and materials in compliance with applicable codes and manufacturers’ printed instructions. In each code and standard referenced in section 1.1, consider advisory provisions to be mandatory as though the word “shall” had been substituted for “should” everywhere “should” appears. All existing site buildings and facilities shall remain in service throughout construction.

Electrical Standards

2.4.1 Site Electrical:

2.4.1.1 Coordinate with the local utility company to provide power to temporary transformer in accordance with the NEC. Temporary transformer to be located as close to power drop as required, exact transformer placement to be determined by the DOR and coordinated with COR. Power requirements for the Cutters power mounds are 480VAC 200A. Contractor shall pay all fees associated with new or modified utility service required by this work, including equipment charges and inspections.

2.4.1.2 Wiring methods:

Wiring shall be run in a single EMT conduit, diameter shall be sized large enough to accommodate the conductor and to run from the transformer along the bulkhead, secured to either the pavement or to the guardrail or both. Conduit to run in its entirety up to the Cutters power mound, exact location to be determined by the DOR (see sheet C104) prior to commencing of construction. All conductors shall be copper, manufactured within 12 months of date of delivery.

Power conductors shall be 600-volt, type THWN/THHN or XHHW.

2.4.1.2.1 Metering:

Metering equipment and installation to be coordinated and provided by contractor and to be installation to be coordinated with the local utility providing the service.

2.4.2 Testing.

Contractor to provide all tests and inspection of electrical systems. Tests shall include insulation resistance of wiring; ground resistance of grounding systems;

access control system operation, security system operation, and operational tests of all electrical equipment. Tests shall include those recommended by the equipment manufacturer and those required by applicable codes and NEMA and ANSI standards. Equipment shall not be placed in service until testing has been completed and test results have been evaluated.

2.5 POWER MOUND:

Contractor to refer to Power Mound Manufacturer “ESL Power Systems” for all Specs, Installation Instructions and Manuals for all electrical hookup, support, handling instructions and testing of the equipment prior to putting in service.

Part 3 EXECUTION

(NOT USED)

END OF SECTION