NNG16591912E_Attachment_B.pdf

NATIONAL AERONAUTICS

AND SPACE ADMINISTRATION

GODDARD SPACE FLIGHT CENTER

WALLOPS FLIGHT FACILITY

WALLOPS ISLAND, VIRGINIA

CONTRACT NO: TBD

SOUTH ISLAND ELECTRICAL

DISTRIBUTION UPGRADES

CONSTRUCTION DOCUMENTS

June 2016

TABLE OF CONTENTS

NASA WALLOPS FLIGHT FACILITY

©JUNE 2016

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

GODDARD SPACE FLIGHT CENTER

WALLOPS ISLAND, VIRGINIA

SOUTH ISLAND ELECTRICAL DISTRIBUTION UPGRADES

RELEASED FOR CONSTRUCTION

UFGS

Division

Number

Title

01 01 11 00 Summary of Work 01 33 00 Submittal Procedures 01 35 26 Governmental Safety Requirements 01 42 00 Sources for Reference Publications 01 58 00 Project Identification

02 02 41 00 Demolition and Deconstruction

26 26 00 00.00 20 Basic Electrical Materials & Methods 26 05 00.00 40 Common Work Results for Electrical 26 05 13.00 40 Medium-Voltage Cables 26 05 19.00 10 Insulated Wire & Cable 26 05 70.00 40 High Voltage Overcurrent Protective Devices 26 12 19.00 40 Pad-Mounted, Liquid-Filled, Medium-Voltage

Transformers 26 12 19.10 Three-Phase Pad-Mounted Transformers 26 13 00.00 20 SF6/High-Firepoint Fluids Insulated Padmounted

Switchgear 26 18 23.00 40 Medium-Voltage Surge Arrestors

31 31 00 00 Earthwork 31 23 00.00 20 Excavation and Fill

33 33 05 23.13 Utility Horizontal Directional Drilling

Section Title

1 Introduction and Background

2 Overview of Feeder Design Parameters & Considerations

3 Underground Distribution Line Design Data Summary

4 Specifications

©JUNE 2016

33 71 02 Underground Electrical Distribution 33 77 19.00 40 Medium-Voltage Gas Switch 33 77 36.00 40 Medium-Voltage Utility Fuses

5 Manufacturer & Vendor Material Data Sheets

Section Title 26 00 00 Electrical 26 05 00 Common Work Results for Electrical 26 05 13 Medium-Voltage Electrical Power Conductors and

Cables-Cable Accessories 26 05 26 Grounding and Bonding for Electrical Systems and

Enclosures 26 05 43 Underground Ducts and Raceways for Electrical

Systems and Enclosures 26 05 53 Identification for Electrical Systems 26 09 00 Instrumentation and Control for Electrical Systems 26 10 00 Medium-Voltage Electrical Distribution 26 13 00 Medium-Voltage Switchgear 26 18 00 Medium-Voltage Circuit Protection Devices 26 18 19 Medium-Voltage Lightning Arresters

NOTE: All vendor specific material data is intended for use but may also represent performance requirements. Actual materials supplied may vary dependent upon material availability, delivery, and cost. If any vendor is other than those listed here are utilized, the actual vendor data will be submitted for approval unless this requirement is waived by the Government.

Attachments

DRAWING

NO.

DESCRIPTION

TS-1 TITLE SHEET

LS-1 LEGEND, SYMBOLS & ABBREVIATIONS

GN-1 GENERAL NOTES, SAFETY & CONTACTS

KM-1 DRAWING KEY MAP

EOL EXISTING ELECTRICAL DISTRIBUTION SYSTEM ONE-LINE DIAGRAM

POL PROPOSED ELECTRICAL DISTRIBUTION SYSTEM ONE-LINE DIAGRAM

POL-1 PROPOSED ELECTRICAL DISTRIBUTION SYSTEM ONE-LINE DIAGRAM

POL-2 PROPOSED ELECTRICAL DISTRIBUTION SYSTEM ONE-LINE DIAGRAM

POL-3 PROPOSED ELECTRICAL DISTRIBUTION SYSTEM ONE-LINE DIAGRAM

PCP-1 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-2 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-3 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-4 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-5 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-6 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-7 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PCP-8 BUILDING V-50 TRANSFORMER REPLACEMENT

PCP-9 UNDERGROUND ELECTRICAL SYSTEM CONDUIT PLAN

PE-1 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-2 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-3 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-4 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-5 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-6 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-7 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PE-9 UNDERGROUND ELECTRICAL SYSTEM PRIMARY & SECONDARY CABLE PLAN

PED-1 EXISTING ELECTRICAL SYSTEM DEMOLITION PLAN

PED-2 EXISTING ELECTRICAL SYSTEM DEMOLITION PLAN

PED-3 EXISTING ELECTRICAL SYSTEM DEMOLITION PLAN

PED-4 EXISTING ELECTRICAL SYSTEM DEMOLITION PLAN

UD-1 UNDERGROUND ELECTRICAL SYSTEM CONSTRUCTION DETAILS

UD-2 UNDERGROUND ELECTRICAL SYSTEM CONSTRUCTION DETAILS

UD-3 UNDERGROUND ELECTRICAL SYSTEM CONSTRUCTION DETAILS

UD-4 UNDERGROUND ELECTRICAL SYSTEM CONSTRUCTION DETAILS

UD-5 UNDERGROUND ELECTRICAL SYSTEM CONSTRUCTION DETAILS

UD-6 UNDERGROUND ELECTRICAL SYSTEM CONSTRUCTION DETAILS

UD-7 EQUIPMENT SCHEDULE

CMP-1 CABLE PULLING MAP

CMP-2 CABLE PULLING MAP

CMP-3 CABLE PULLING MAP

CMP-4 CABLE PULLING MAP

6 Design Review Responses

7 Cost Estimates

A. 30% Design Review Cost Estimate B. 90% Design Review Cost Estimate C. 100% Design Review Cost Estimate D. Project Schedule

8 Safety Requirements

A. Goddard Procedural Requirements (GPR) 350/Occupational Safety & Health (OS&H) Division – Occupational Safety Program at Goddard Space Flight Center

B. Goddard Procedural Requirements (GPR) 350/Occupational Safety & Health (OS&H) Division – Electrical Safety

C. Code 350/Occupational Safety & Health (OS&H) Division – Control of Hazardous Energy (Lockout/Tagout)

D. Energized Electrical Work Permit (EEWP) E. Code 350/Occupational Safety & Health (OS&H) Division – Confined

Space Program at the Goddard Space Flight Center (GSFC)

INTRODUCTION &

BACKGROUND

1 INTRODUCTION AND BACKGROUND

NASA Wallops Flight Facility is undergoing a series of phased expansions and upgrades which will result in a significantly increased mission support capability in the near term (2-5 years). Specifically, the North and South Island Areas are currently being served through a multi-bus switchgear lineup at Building X-141 to looped 15 kV underground electrical feeders. In addition to capacity increases, this upgrade is a part of a longer term strategy to develop the Wallops Island electrical distribution facilities into a more robust and operationally effective asset supporting payload processing, launch support, and mission support system. At the core of the design concept is a focus on reliability, increased capacity, and rapid outage restoration. This summary is a brief overview of design parameters which are under development for a proposed 12.47/7.2 kV distribution feeder loop which will serve the South Island. The “feeder loop” will consist of two underground feeders, the first feeder haven been installed during 2011 and 2012 timeframe, enabling each load to have a backup circuit from the X-141 substation. This project provides for the installation of the second feeder serving the South Island area. Additional upgrades include transitioning existing transformers to the loop feed backbone. Additional data will be provided in future submittals.

The Wallops Island electrical distribution system is in the midst of a series of upgrades currently installing facilities on the North portion of the island. South Island feeder upgrades will incorporate concepts and facilities developed for the previously completed work on the South Island feeders. These include the ability for each load (transformer) to be selectively served from either side of an underground loop depending upon NASA’s requirements and preferences at a given time. This is accomplished using a combination of pad mounted switchgear and 15 kV primary junctions. This arrangement allows for manual isolation and restoration of service in the event of a fault.

1 INTRODUCTION AND BACKGROUND

Several enhancements are being proposed for the South Island Design to improve system selectivity, protection, and outage restoration. The specifications under development will fully detail these requirements.

Included in this submittal is a brief listing of design parameters and considerations, a preliminary design data summary, and proposed feeder routing.

The design data summary will be revised as the project progresses to incorporate each added aspect of the detailed design. Detail design drawings which depict more precise dimensions are currently under development. The basic initial layout and design is included in the attached preliminary review plan submittal, although additional detail drawings will be added as the design progresses to handle each of the conditions encountered along the line route.

OVERVIEW OF FEEDER

DESIGN PARAMETERS &

CONSIDERATIONS

2 OVERVIEW OF FEEDER DESIGN PARAMETERS &

1.0 General

The South Island Distribution Feeders are configured and located as shown on the attached drawings to provide a redundant source to serve the loads throughout the full project length. The source for each feeder is the new X-141 substation which is served from two feeders running to the island along each side of the causeway from the V-012 switchgear. Each of the two feeders will be supplied from a separate circuit breaker bay. The two circuits which will be active will each be fed from separate busses at the X-141 substation. Provisions are available for additional feeder capacity at the substation as mission support requirements develop.

2.0 Routing

As shown on the attached maps, the proposed line route uses the existing conduit system installed during the previous project and takes into consideration natural and manmade existing boundaries and obstacles while providing a reasonably short, direct path to serve both critical loads and non-critical. Space is available along the routes for as yet undetermined future tap points, if needed, as well. Other considerations include clearance to roads and other utilities and simplicity of construction which minimizes total project cost. The design provides two separate physical paths to the extent possible, and installation shall be accomplished by directional bore in most cases, with some open cut possible in a few areas, particularly around connection points.

3.0 Right-of-Way

No additional right-of-way clearing is anticipated at this time.

4.0 Switch and Junction Support Structure Design

The South Island Feeder design incorporates switchgear mounted on top of raised manholes (vaults) with primary 15 kV junctions located within the manholes. Some constructability issues were encountered and solved during construction. For this phase of the South Island, it is proposed that newly required switches be elevated on open bottom concrete cable vaults, but the junctions be located in separate pad mounted enclosures, which themselves will be mounted on smaller concrete “box pads” or “ground sleeves” with enough elevation and structure to guard against mower strikes. The basic equipment remains the same.

5.0 Connection to Distribution Loads

Distribution loads will be connected using new and existing SF6 switchgear.

Each feeder will require one (1) 600A way with one being normally open.

Transformers will be supplied by a 200A switch position. See PE sheets for electrical connectivity attached.

6.0 Line Protection

Overcurrent protection for the feeders will be provided by circuit breakers at the X-141 substation. Settings will be determined based on studies being done concurrently with the line design. All protection beyond the X-141 substation is being developed based upon switchgear capabilities. Surge arresters will also be provided for overvoltage and surge protection.

7.0 Power Factor and Line Regulation

The maximum line capacity and efficiency is dependent upon the actual power factor and line regulation. Initial capacity computations for the lines assume a power factor of 0.9 or greater based upon a line ampacity of 315 amps. Once the feeder configuration is approved, system modeling will be used to determine line regulation and power factor control requirements.

8.0 Metering

No additional metering is provided as a part of the line design package.

9.0 Design and Material Concept Overview

9.1 Switchgear will be SF6 insulated gear. Enclosures will be stainless steel and mounted atop concrete manholes.

9.2 Transformers will be the standard style currently employed at Wallops Island. Enclosures will be stainless steel.

9.3 Junction cabinets will be above ground enclosures supported by concrete ground sleeves. Enclosures will be stainless steel.

9.4 All conduit will be installed by directional bored method, unless noted otherwise on the drawings.

9.5 Service conductors will be installed in conduit. Conduit may be direct buried for secondary cable.

9.6 Existing conduit systems where conductors will be removed and not replaced are to be capped/plugged at each end and abandoned in place in lieu of being removed.

9.7 A single spare 4” conduit will be stubbed out of switchgear, enclosures, or transformers, per circuit run in lieu of 2-4” conduit spares.

9.8 All primary underground circuits will utilize 4/0 AWG CU and 1/0

AWG CU EPR cables with copper tape shield. All secondary and service conductors will be stranded copper.

9.9 Existing pad mount transformers will be reused and transitioned to the newly installed 4/0 feeder backbones.

10.0 Cable Pulling Calculations

The following cable pulling calculations represents a typical 500 ft. pull of 4/0 cable.

Pull‐Planner™ 3000

Pull Tension Calculations

Pull I.D.: Wallops

Conduit Inner Diameter: 4Inch(es) Conduit Fill: 23.6%

Total of 3 Cable(s) of 1 different types being pulled.

Type # 1 3 Cable(s) O.D. of 1.12 Inch(es) Weight of 1.17 lbs/ft

Total Cable Weight: 3.51 lbs/ft

Calculated weight correction factor: 1.2

Configuration: Cradled

Jam/Clearance Analysis: Jamming Not Probable

COF: 0.5 Incoming Tension: 50 lbs

Straight Up Straight Up Bend Sidewall

Section or Section Bend or Radius Bend Tension Pressure

Angle Down Length (ft) Type Down Radius Angle (lbs) (lbs/ft)

SEG 1 90 D 6 VU D 4 90 36 5

SEG 2 ‐‐ ‐‐ 500 VU U 4 90 2799 373

SEG 3 90 U 6 N ‐‐ ‐‐ ‐‐ 2820 ‐‐

Bend Notation: N = No Bend; H = Horizontal Bend; VU = Vertical Concave Up Bend;

VD = Vertical Concave Down Bend; R = Roller/Sheave; PPD = Push/Pull Device

11.0 System Protection (Time Current Coordination Curves)

At this time, Time Current Coordination Curves (TCC) have been created for the main feeder, tie bus switchgear, and transformer loads for review and discussion.

12.0 Cost Estimate

Cost estimates and options for development of bid schedules are provided with in Section 8.

13.0 Schedule

A proposed schedule for full project completion is provided in Section 8.

UNDERGROUND

DISTRIBUTION LINE

DESIGN DATA SUMMARY

3 UNDERGROUND DISTRIBUTION LINE DESIGN

DATA SUMMARY

©JUNE 2014

UNDERGROUND DISTRIBUTION LINE DESIGN

Client: NASA –Wallops Flight Facility Date: 06-24-2016

Project: South Island Distribution Upgrades

Note: Preliminary project parameters - all for review and subject to revision

Voltage Insulation

Distribution 12.47/7.2 kV 15 kV

175 mils

Conductor Data:

Size Stranding Material Type

Distribution (Main) 4/0

Copper

MV-105

Distribution (Tap) 1/0 Copper MV-105

Distribution (Tap)

Neutral – Circuit 4/0, 1/0 19 Class B Copper Bare

Distribution Construction:

Number of Circuits 1 Neutral 1 Different Utility Involved ( ) No Type of Construction Directional Bore

Conduit Data:

Size Cables/Conduit Material Name

Distribution (Main) 4”

4”

HDPE

Distribution (Tap) 4” 4 HDPE

Distribution (Tap)

Neutral – Circuit N/A

Design Criteria:

NESC Loading District (Check One) Medium X Heavy Light

Spans - Distribution Avg. 500 ft. Max. Ruling ft.

Max. Pulling Tension 4/0 = 3386 1/0 = 1690 lbs.

21.6 % Rated Breaking Strength 41.3 % Rated Breaking Strength

Minimum Clearances: PER 2012 NESC Unless Noted Otherwise 2014 NEC Table 300.50

Railroad Highway Streets Water Other

Primary N/A ft. 4 ft. 4 ft. N/A ft. ft.

Secondary N/A ft. N/A ft. N/A ft. N/A ft.

Grounding:

Type: 4/0 Bare CU Ground; 1/0 Bare Cu Ground

Installation: NEC 250.4(A)(5) NESC 090, 314, 342, 374, 384, Conduit Data:

Size Cables/Conduit Material Name

Main 4”

HDPE

Distribution Construction:

Number of Circuits 1 Neutral 1 Different Utility Involved ( ) No Type of Construction Directional Bore

Lightning Protection:

Class Duty Cycle MCOV Type

Surge Arresters 15kV

10kV

8.4kV

Elbow

Right-of-Way Requirements Responsibilities: (Check One)

Responsibility Courthouse Research N/A Survey N/A Preparation of Plats N/A Flagging N/A Clearing (By Contractor) N/A

Construction:

Energization Date

Materials Responsibility:

Materials All Contractor Conduit Contractor Manholes/Vaults Contractor Conductors/Cables Contractor Switchgear Contractor Relay and Controls Existing Other Material (Describe) Major Items Contractor

SPECIFICATIONS

pg. 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to issuance of contract notice to proceed.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) 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.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

pg. 2

SD-03 Product Data

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

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design 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.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material

pg. 3 attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.2.2 Approving Authority

pg. 4

Office or designated person authorized to approve submittal.

1.2.3 Work

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

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.6 PREPARATION

1.6.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled, "Identifying Submittals," of this section. Process transmittal forms to record actions regarding sample[s] installations.

1.6.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

pg. 5

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

f. Submittal description (SD) number of each component of submittal.

g. g- When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

1.6.3 Format for SD-02 Shop Drawings

Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

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

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

Number drawings in a logical sequence. Contractors may use their own number system. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 2 inches on the right hand side of each sheet for the Government disposition stamp.

Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.

Identify materials and products for work shown.

Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

1.6.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

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

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, with information and format as required for submission of SD-07 Certificates.

Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal,

pg. 6 military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

Submit manufacturer's instructions prior to installation.

1.6.5 Format of SD-04 Samples

Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit

pg. 7 sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.

1.6.8 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.

1.6.9 Format of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

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.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

Submit three copies of submittals of shop drawings requiring review and approval only by QC organization and five copies of shop drawings requiring review and approval by Contracting Officer.

1.7.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.7.3 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

pg. 8

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.7.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit three copies of O&M Data to the Contracting Officer for review and approval.

1.7.7 Number of Copies of SD-01 Preconstruction Submittals and SD- 11 Closeout Submittals

Unless otherwise specified, submit two sets of administrative submittals.

1.9 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.9.2 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, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

pg. 9

1.9.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.9.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.10 SUBMITTAL REGISTER AND DATABASE

Prepare and maintain submittal register, as the work progresses. Use electronic submittal register program furnished by the Government or any other format. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.]

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

The database and submittal management program will be furnished to Contractor on a Writable Compact Disk (CD-R), for operation on Windows based personal computer.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.10.1 Use of Submittal Register

Submit submittal register as an electronic database, using submittals management program furnished to Contractor. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

pg. 10

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

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.10.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (1) List date of submittal transmission.

Column (q) List date approval received.

1.10.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (1) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.10.4 Action Codes

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

1.10.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request. Deliver in electronic format, unless a paper copy is requested by Contracting Officer.

1.11 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

pg. 11 a Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

At the Preconstruction conference, provide, for approval by the Contracting Officer, the following schedule of submittals:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings. Schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approved need date (if approval is required).

1.12 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. Three copies of the approved submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor.

pg. 12

1.12.1 Review Notations

Contracting Officer review will be completed within seven calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.13 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.14 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

pg. 13

1.15 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.17 PROGRESS SCHEDULE

1.17.1 Bar Chart

a. Submit the progress chart, for approval by the Contracting Officer, at the Preconstruction Conference in one reproducible and 4 copies.

b. Prepare the progress chart in the form of a bar chart utilizing form "Construction Progress Chart" or comparable format acceptable to the Contracting Officer.

c. Include no less than the following information on the progress chart:

(1) Break out by major headings for primary work activity.

(2) A line item break out under each major heading sufficient to track the progress of the work.

(3) A line item showing contract finalization task which includes punch list, clean-up and demolition, and final construction drawings.

(4) A materials bar and a separate labor bar for each line item.

Both bars will show the scheduled percentage complete for any given date within the contract performance period. Labor bar will also show the number of men (man-load) expected to be

pg. 14 working on any given date within the contract performance period.

(5) The estimated cost and percentage weight of total contract cost for each materials and labor bar on the chart.

(6) Separate line items for mobilization and drawing submittal and approval. (These items are to show no associated costs.)

d. Update the progress schedule in one reproduction and 4 copies every 30 calendar days throughout the contract performance period.

1.17.2 Project Network Analysis

Submit the initial progress schedule within 21 calendar days of notice to proceed. Schedule is to be updated and resubmitted monthly beginning 7 calendar days after return of the approved initial schedule. Updating to entail complete revision of the graphic and data displays incorporating changes in scheduled dates and performance periods. Redlined updates will only be acceptable for use as weekly status reviews.

Contractor to provide a single point contact from his on-site organization as his Schedule Specialist. Schedule Specialist is to have the responsibility of updating and coordinating the schedule with actual job conditions. Schedule Specialist to participate in weekly status meetings and present current information on the status of purchase orders, shop drawings, off-site fabrication, materials deliveries, Subcontractor activities, anticipated needs for Government furnished equipment, and any problem which may impact the contract performance period.

Include the following in the project network analysis:

a. Graphically display with the standard network or arrow diagram capable of illustrating the required data. Drafting to be computer generated on standard 24 by 36 inch (nominal size) drafting sheets or on small 11 by 17 inch minimum sheets with separate overview and detail breakouts.

Provide a project network analysis that is legible with a clear, consistent method for continuations and detail referencing. Clearly delineate the critical path on the display. Clearly indicate the contract milestone date on the project network analysis graphic display.

b. Data is to be presented as a separate printout on paper or, where feasible, may be printed on the same sheet as the graphic display.

Data is to be organized in a logical coherent display capable of periodic updating.

pg. 15

c. Include within the data verbal activity descriptions with a numerical ordering system cross referenced to the graphic display. Additionally, costs (broken down into separate materials and costs), duration, early start date, early finish date, late start date, late finish date, and float are to be detailed for each activity. A running total of the percent completion based on completed activity costs versus total contract cost is to be indicated. A system for indicating scheduled versus actual activity dates and durations is also to be provided.

d. Sufficient detail to facilitate the Contractor's control of the job and to allow the Contracting Officer to readily follow progress for portions of the work should be shown within the schedule.]

1.18 STATUS REPORT ON MATERIALS ORDERS

Within forty five calendar days after notice to proceed, submit, for approval by the Contracting Officer, an initial material status report on all materials orders. This report will be updated and re-submitted every thirty calendar days as the status on material orders changes.

Report to include list, in chronological order by need date, materials orders necessary for completion of the contract. The following information will be required for each material order listed:

a. Material name, supplier, and invoice number.

b. Bar chart line item or CPM activity number affected by the order.

c. Delivery date needed to allow directly and indirectly related work to be completed within the contract performance period.

d. Current delivery date agreed on by supplier.

e. When item d exceeds item c, the effect that delayed delivery date will have on contract completion date.

f. When item d exceeds item c, a summary of efforts made by the Contractor to expedite the delayed delivery date to bring it in line with the needed delivery date, including efforts made to place the order (or subcontract) with other suppliers.

PART 2 PRODUCTS

Not Used

pg. ‐ 16 -

PART 3 EXECUTION

Not Used

-- End of Section –

pg. ‐ 1 -

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

1.1 REFERENCES

The publications listed below form a part of this specification to the extent…