Amend_1_Specs.pdf

MAIN TABLE OF CONTENTS

Green Brook Flood Risk Management Project

Segment R2 Extension, Segment T Raising and

East Main Street Storm Sewer Improvements

Borough of Bound Brook, New Jersey

SECTION TITLE

00 10 00 BID SCHEDULE INSTRUCTIONS, CONDITIONS, AND

NOTICE TO BIDDERS

00 60 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONTRACT CLAUSES

00 80 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 00 – LIST OF DOCUMENTS

00 90 00 WAGE RATES

APPENDICES:

00 90 01 APPENDIX A – GUIDELINES FOR WORKING WITHIN OR IN

VICINITY OF NJ TRANSIT’S RIGHT-OF-WAY

00 90 02 APPENDIX B –CONSOLIDATED RAIL CORPORATION

SPECIFIC REQUIREMENTS FOR WORK ON ITS RIGHT-OF-

WAY CE-6

SPECIFICATIONS FOR PIPELINE OCCUPANCY CE - 8

SPECIFICATIONS FOR CONSTRUCTION OF RAILROAD

ROADBED CE – 75

MINIMUM ROADWAY CLEARANCES

00 90 03 APPENDIX C – NJ TRANSIT RAIL OPERATIONS

SPECIFICATIONS FOR STONE BALLAST

00 90 04 APPENDIX D – FULL DEPTH RUBBER GRADE CROSSING

00 90 05 APPENDIX E – STREAM ENCROACHMENT PERMIT

AND FRESHWATER WETLANDS PERMIT SEGMENT R-2

00 90 06 APPENDIX F – STREAM ENCROACHMENT PERMIT

AND FRESHWATER WETLANDS PERMIT SEGMENT T

00 90 07 APPENDIX G – NJ NEW JERSEY TRANSIT

SEGMENT T OCCUPANCY PERMIT NOVEMBER 2001

00 90 08 APPENDIX H – NEW JERSEY PERMIT EXTENSION ACT

SEPTEMBER 2012

00 90 09 APPENDIX I – BALD EAGLE GUIDELINES

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

01 50 20.00 18 STREAM DIVERSION AND DEWATERING

01 57 19.00 18 ARCHAEOLOGICAL EXCAVATION

01 57 20.00 10 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS

01 57 23.00 10 STORM WATER POLLUTION PREVENTION MEASURES

(EROSION AND SEDIMENTATION CONTROL)

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00.00 18 CLOSEOUT SUBMITTALS

01 78 23.00 18 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 14.00 10 FORMWORK FOR CONCRETE

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION

JOINTS IN CONCRETE FOR CIVIL WORKS

03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR

CONCRETE REINFORCEMENT FOR CIVIL WORKS

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL

WORKS

DIVISION 05 - METALS

05 05 23.00 14 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 48 10 SLUICE GATE

05 49 10 FLAP GATE

05 50 03.00 10 METALWORK FABRICATION, MACHINE WORK,

MISCELLANEOUS PROVISIONS

05 50 04.00 10 METALS: MISCELLANEOUS, STANDARD ARTICLES,

SHOP FABRICATED ITEMS FOR CIVIL WORKS

STRUCTURES

DIVISION 06 – WOOD PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 09 – FINISHES

09 06 90 COLOR SCHEDULE

09 90 00 PAINTS AND COATINGS

09 97 02.01 12 PAINTING: COAL TAR EPOXY SYSTEM

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND

EXHAUST SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 08 00 APPARATUS INSPECTION AND TESTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 10 00 CLEARING FOR CIVIL WORKS

31 23 10.00 20 EXCAVATION, TRENCHING, AND BACKFILLING FOR

UTILITIES SYSTEMS

31 23 10.01 20 EXCAVATION, FILL AND BACKFILL FOR STRUCTURES

31 32 11 SOIL SURFACE EROSION CONTROL

31 41 16 METAL SHEET PILING

31 63 36 TEMPORARY SOLDIER PILE WALL SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 11 26 BITUMINOUS BASE COURSE

32 11 27 BITUMINOUS-STABILIZED BASE COURSE, SUBBASE, OR

SUBGRADE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 24.00.10 PAVEMENT MARKINGS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 01 STORM DRAINAGE

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 STOP LOGS

35 20 16.59 CLOSURE GATES

35 31 19 STONE PROTECTION

35 41 00 SEGMENT R2 LEVEE CONSTRUCTION

35 41 00.01 SEGMENT T EXISTING LEVEE RAISING

R2 Extension, T Raising & E. Main Street Storm Sewe r Improvements SEGR2T

SECTION 01 12 00.00 18

DESIGN AND RECORD DRAWING REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

All RECORD DRAWINGS (or "as-builts") to be provided under this contract shall be accomplished and developed using computer- aided design and drafting (CADD) software and procedures conforming to the following criteria.

1.2 GRAPHIC FORMAT

All CADD data shall be supplied in Bentley Systems, three-dimensional, MicroStation V8, native electronic digital format ( i.e., .dgn, .cel). The contractor shall ensure that all digital files and data (e.g., model files, sheet files, reference files, cell libraries) are c ompatible with the Government's target CADD system (i.e., basic and ad vanced CADD software, platform, database software), and adhere to the sta ndards and requirements specified herein. The term "compatible" means that data can be accessed directly by the target CADD system without translat ion, preprocessing, or postprocessing of the electronic digital data files . It is the responsibility of the contractor to ensure this lev el of compatibility.

1.3 CADD STANDARDS

CADD drawings shall be prepared in accordance with the New York District CAD Standard Version 1.0, the governing subset of t he Department of Defense Architectural/Engineering/Construction (A/E/C) Comp uter-Aided Design and Drafting (CADD) Standard, Release 3.0. Standard dra wing size shall be ANSI-D CADD drawings shall be prepared using inch-p ound units.

All model files and sheet files shall include the f ollowing project code in their A/E/C CADD Standard file-name GB_R2&T_EMSS.

The Contractor shall submit a written request for a pproval of any deviations from the Government's established A/E/C CADD standard. No deviations from the Government's established A/E/C CADD standard will be permitted unless prior written approval of such dev iation has been received from the Government.

1.4 DELIVERY MEDIA AND FORMAT

All CADD data and files developed under this contra ct shall be delivered to the Government on electronic digital media at the p re-construction meeting or during progress meetings. The electronic digital data and files shall be provided on CD-ROM (compact disc, read only memory) . Each CD-ROM shall be delivered to the Government in a separate container , commonly referred to as a "jewel box." The electronic digital media shal l be in a format that can be read and processed by the Government's targe t CADD system.

Model files, sheet files, and other associated file s shall not be

SECTION 01 12 00.00 18 Page 1 device-dependent, nor shall the directory structure of the disc require any reconfiguration or other manipulation on the Govern ment's part to view, print, and plot the files directly from the disc. T he directory structure of the disc shall be configured such that a complet e download of the disc's contents to an electronic folder on a Government co mputer's hard drive will not require any reconfiguration or other manipulati on on the Government's part to view, print, and plot the files.

A tagged portable document format (.pdf) file conta ining the set of full-sized plotted Sheet Files shall be also includ ed on each disc. This .pdf set shall contain active bookmarks linking to each drawing in the set. The initial view of this set shall conform to the follo wing settings: Layout and Magnification/Navigation Tab set to Bookmarks P anel and Page. Layout and Magnification/Page Layout set to Single Page. L ayout and Magnification/Magnification set to Fit Page. (For f urther information on tagged .pdf documents refer to this website:

http://blogs.adobe.com/acrolaw/2006/01/understandin g_t_1.html.)

Each disc shall be labeled with a printed label and each printed disc label shall contain, as a minimum, the following informat ion:

(1) The Project's Name, Contract Number (and Deli very Order Number if applicable), date, and version and/or submission nu mber.

(2) The name of the preparer's firm and the name and phone number of the preparer's Point-of-Contact for the project.

(3) The sequence number of the digital media for multiple-disc submittals.

(4) A description of the contents of the disc (e. g., "Architectural Plans," etc.).

Note: it is acceptable, storage permitting, to incl ude specifications, design analyses and other data on the disc as space permits. These items shall be included in the disc label in accordance w ith paragraph above.

1.5 HARD COPY TRANSMITTALS

A transmittal letter shall accompany each electroni c digital media submittal to the Government. The transmittal lette r shall be dated and signed by the appropriate Contractor's representati ve. The transmittal letter shall be provided to the Government on 8-1/2 -inch by 11-inch paper.

An electronic copy of the transmittal letter in .pd f format shall also be provided on the electronic digital media submitted to the Government. The transmittal letter shall contain, as a minimum, the following information:

(1) The information included on the external label of each CD-ROM, along with the total number being delivered, and a list o f the names and descriptions of the files on each media unit.

(2) List of all new symbol cells created for the pr oject, which were not provided to the Contractor with the Government-furn ished materials. List of all new figures, symbols, tables, schedules, detail s, and other cells created for the project, which were not provided to the Contractor with the Government-furnished materials, and any associated properties. List of all database files associated with each drawing, as wel l as a description and documentation of the database format and schema des ign. Recommended modifications which will be necessary to make the d ata available for GIS use.

SECTION 01 12 00.00 18 Page 2

(3) Certification that all delivery media are free of known computer viruses. A statement including the name(s) and rel ease date(s) of the virus-scanning software used to analyze the deliver y media, the date the virus scan was performed, and the operator's name s hall also be included with the certification. The release or version dat e of the virus-scanning software shall be the current version which has det ected the latest known viruses at the time of delivery of the digital medi a.

(4) A statement indicating that the A-E will retain a copy of all delivered electronic digital media (with all files included) for at least one year and, during this period of time, will provide up to 2 additional copies of each to the Government, if requested, at no additio nal cost.

(5) List of any deviations from the Government's st andard level scheme and file-naming conventions and a copy of the Governmen t's signed and dated approval letter allowing these exact deviations fro m the New York District CAD Standard.

The Contractor shall also provide paper copies of d rawings.

1.6 OWNERSHIP

The Government, for itself and such others as it de ems appropriate, will have unlimited rights under this contract to all in formation and materials developed under this contract and furnished to the Government and documentation thereof, reports, and listings, and a ll other items pertaining to the work and services pursuant to thi s agreement including any copyright. Unlimited rights under this contrac t are rights to use, duplicate, or disclose text, data, drawings, and in formation, in whole or in part in any manner and for any purpose whatsoeve r without compensation to or approval from the Contractor. The Government will at all reasonable times have the right to inspect the work and will h ave access to and the right to make copies of the above-mentioned items. All text, electronic digital files, data, and other products generated u nder this contract shall become the property of the Government. By referenc e, the following DFAR clauses are included in this contract as a part of the requirements herein:

a. DFAR 252.227-7013, "Rights in Technical Data - Noncommercial Items."

b. DFAR 252.227-7017, "Identification and Assert ion of Use, Release, or Disclosure Restrictions."

c. DFAR 252.227-7020, "Rights in Special Works."

d. DFAR 252.227-7028, "Technical Data or Compute r Software Previously Delivered to the Government."

e. DFAR 252.227-7037, "Validation of Restrictive Markings on Technical Data."

f. DFAR 252.227-7025, "Limitations on the Use or Disclosure of Government-Furnished Information Marked with Restr ictive Legends."

g. DFAR 252.227-7014, "Rights in Noncommercial C omputer Software and Noncommercial Computer Software Documentation."

SECTION 01 12 00.00 18 Page 3

1.7 GOVERNMENT-FURNISHED MATERIALS

The New York District CAD Standard, Cover and Borde r sheet model files shall be downloaded from this website:

http://www.nan.usace.army.mil/business/buslinks/con tract/ae/index.htm.

The A/E/C CADD Standard shall be downloaded from th is website:

https://cadbim.usace.army.mil/CAD.

1.8 RETAINAGE

Failure of the contractor to provide the associated design or construction documents in compliance with DoD/A/E/CADD Standards , will result in the withholding of the progress payment.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 12 00.00 18 Page 4

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 22 PAGES

Green Brook FCP

R2 Extension, T Raising & E. Main Street Storm Sewer Improvements

01 32 01.00 18 3.4.2 G ROInitial Project Schedule

3.4.1 G ROPreliminary Project Schedule

3.5.2 G RONarrative Report

01 32 01.00 18 SD707 Certificates

1.3Qualifications Statement

01 35 26 SD701 Preconstruction Submittals

1.7 G ROAccident Prevention Plan (APP)

1.8 G RUActivity Hazard Analysis (AHA)

1.7.1 G ROCrane Critical Lift Plan

1.6.1.5 G ROCrane Operators

SD706 Test Reports

1.12Reports

1.12.1Accident Reports

1.12.3Crane Reports

SD707 Certificates

1.9Confined Space Entry Permit

1.9Hot work permit

1.4 G ROContractor Safety Self7Evaluation

Checklist

1.12.4Certificate of Compliance

3.5.3Machinery & Mechanized

Equipment Certification Form

01 35 45.00 10 SD703 Product Data

3.3 G ROSAMPLING AND ANALYSIS

PLAN (SAP)

SD706 Test Reports

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R2 Extension, T Raising & E. Main Street Storm Sewer Improvements

01 35 45.00 10 G ROQuality Assurance (QA) PLAN

3.4 G ROChemistry Data Package

3.7 G ROChemical Data Final Report

01 45 04.00 18 SD701 Preconstruction Submittals

3.2.1 G ROContractor Quality Control (CQC)

01 57 20.00 10 SD701 Preconstruction Submittals

G ROEnvironmental Protection Plan

G ROSubmit plan detailing Contractor's procedures for environmental protection

G ROSite Safety and Health Plan

(SSHP)

G ROSafety and Health Manager

G ROActivity Hazard Analysis

Persons Certified in First Aid and

CPR

G ROEmergency Response Plan

G ROSafety and Health Phase7out

Report

1.8 G ROExcavation and Handling Work

Plan

G ROQuality Control Plan

G ROFinal Remedial Action Report

SD706 Test Reports

G ROConfirmation Sampling and

Analysis

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01 57 20.00 10 G ROSampling Liquid

2.1.3 G ROMill Certificate or Affidavit

01 74 19 SD701 Preconstruction Submittals

1.4 G ROWaste Management Plan

01 78 00.00 18 SD701 Preconstruction Submittals

G ROWarranty Management Plan

SD702 Shop Drawings

G ROAs7Built Drawings

SD703 Product Data

G ROAs7Built Record of Equipment and Materials

G ROCross Sections after Stripping

G ROAs7Built Cross Sections after

Final Grading

G RODTM file after Final Grading

1.5 G ROSpare Parts Data

1.8 G ROFinal Cleaning

SD708 Manufacturer’s Instructions

1.6 G ROPreventative Maintenance

1.6 G ROCondition Monitoring (Predictive

Testing)

SD710 Operation and Maintenance

Data

1.7 G ROOperation and Maintenance

Manuals

SD711 Closeout Submittals

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01 78 00.00 18 G RORecord Drawings

03 11 14.00 10 SD702 Shop Drawings

1.5 G ROShop Drawings

SD703 Product Data

2.1Materials

2.1.1 G ROForms and Form Liners

1.3Design Analysis

SD706 Test Reports

3.3 GInspection

3.2.1 G ROFormwork Not Supporting Weight

of Concrete

03 15 14.00 10 SD703 Product Data

2.2.2 G ROSplicing Waterstops

SD704 Samples

2.1.2.1Field Molded Sealants and

Primer

2.1.3 G ROWaterstops

SD706 Test Reports

2.1.1Premolded Expansion Joint Filler

Strips

2.1.2.2Compression Seals and

Lubricant

2.1.3.2Metallic Waterstops

03 20 02 SD702 Shop Drawings

3.1 G ROFabrication and Placement

SD703 Product Data

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03 20 02 2.1 G ROMaterials

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2.2 G ROMaterial

2.2 G ROTests, Inspections, and

Verifications

03 31 01.00 10 SD703 Product Data

2.2 G ROConcrete Mixture Proportioning

3.1.2 G ROBatch Plant

3.1.3 G ROConcrete Mixers

3.1.1Capacity

3.1.4 G ROConveying Equipment

3.1.1 G ROPlacing Equipment

3.7 G ROTests and Inspections

3.7.1 G ROTesting Technicians

3.7.1 G ROConcrete Construction Inspector

(CCI)

3.2.4 G ROConstruction Joint Treatment

3.5 G ROCuring and Protection

3.3.4 G ROCold7Weather Placing

3.3.5 G ROHot7Weather Placing

3.4 G ROFinishing

SD704 Samples

1.3.1.1 G ROAggregates

1.3.1.2 G ROCementitious Materials, Admixtures, and Curing

Compound

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03 31 01.00 10 SD706 Test Reports

3.7.2.3 G ROQuality of Aggregates

3.7.2.13 G ROMixer Uniformity

3.7 G ROTests and Inspections

SD707 Certificates

2.1.1 G ROCementitious Materials

2.1.5.1Impervious7Sheet Curing

Materials

2.1.3.1Air7Entraining Admixture

2.1.3.4Other Chemical Admixtures

2.1.4Non7Set7Accelerating

Corrosion7Inhibiting Admixture

2.1.5.2Membrane7Forming Curing

Compound

2.1.10Epoxy Resin

2.1.9Latex Bonding Compound

2.1.7Nonshrink Grout

05 05 23.00 14 SD703 Product Data

1.5 G ROWelding Procedure Qualifications

1.6 G ROWelder, Welding Operator, and

Tacker Qualification

1.7 G ROInspector Qualification

1.5.2 G ROPrevious Qualifications

1.5.3 G ROPrequalified Procedures

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3.2 G ROQuality Control

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05 05 23.00 14 3.3.1Nondestructive Examination

SD707 Certificates

1.5.1Certified Welding Procedure

Specifications (WPS)

1.5.1Certified Brazing Procedure

Specifications (BPS)

1.5.1Certified Procedure Qualification

Records (PQR)

1.5.1Certified Welder Performance

Qualifications (WPQ)

1.5.1Certified Brazer Performance

Qualifications (BPQ)

05 12 00 SD702 Shop Drawings

1.7.2.1 GErection Plan

1.7.1 G ROFabrication drawings

SD703 Product Data

2.4Shop primer

2.3.1Welding electrodes and rods

2.3.2 G RONon7Shrink Grout

SD706 Test Reports

2.4Class B coating

2.2Bolts, nuts, and washers

2.3.2Non7Shrink Grout

2.3.3 G ROWelded Shear Stud Connectors

SD707 Certificates

2.1Steel

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R2 Extension, T Raising & E. Main Street Storm Sewer Improvements

05 12 00 2.2Bolts, nuts, and washers

2.5Galvanizing

1.5AISC Quality Certification

1.7.2.2Welding procedures and qualifications

05 48 10 SD702 Shop Drawings

2.2 G ROSluice Gates;

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G ROSpare Parts;

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2.1.2 G ROTesting;

SD708 Manufacturer’s Instructions

2.2 G ROSluice Gates;

SD710 Operation and Maintenance

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2.2 G ROSluice Gates;

05 49 10 SD702 Shop Drawings

2.2 G ROFlap Valve;

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2.1.2 G ROTesting;

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2.2 G ROFlap Valve;

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2.2 G ROFlap Valve;

05 50 03.00 10 SD702 Shop Drawings

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05 50 03.00 10 1.3 G RODetail Drawings

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2.2.2.1 G ROWelding of Structural Steel

2.2.2.2 G ROWelding of Aluminum

2.3.3 G ROStructural Steel Welding Repairs

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05 50 04.00 10 SD706 Test Reports

2.1 G ROMiscellaneous Metals and

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06 10 00 SD702 Shop Drawings

1.9.1 GFabricated structural members

2.4.2.1 GNailing Strips

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1.11.1Local/Regional Materials

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1.8Fire7retardant treatment

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06 10 00 SD710 Operation and Maintenance

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09 06 90 SD704 Samples

2.2 G ROColor Schedule

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09 97 02.01 12 1.6 G ROSafety and Health Provisions

1.6.5.1 G ROConfined Spaces

1.6.6.2 G RORespirators

1.6.6.1 G ROCertified Laboratory

1.6.5.1 G ROVentilation

1.7 G ROMedical Status

1.9.2.1 G ROPM710 Monitoring

SD706 Test Reports

1.9.2.1PM710 Monitoring

1.6.6.1Certified Laboratory

3.4Inspection

SD707 Certificates

1.4 G ROQualifications

1.4.2 G ROCoating Thickness Gage

Qualification

23 00 00 SD702 Shop Drawings

1.4.3Detail Drawings

SD703 Product Data

2.5.1.1Roof Ventilator

1.4.4Test Procedures

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23 00 00 3.8.2Operation and Maintenance

Training

SD710 Operation and Maintenance

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3.8.1Operation and Maintenance

Manuals

2.5.1.1Roof Ventilator

26 05 00.00 40 SD701 Preconstruction Submittals

1.5Material, Equipment, and Fixture

Lists

3.1Conduits, Raceway sand Fittings

2.2Wire and Cable

2.3Splices and Connectors

2.4Switches

2.5Receptacles

3.4.1Receptacles

2.6Outlets, Outlet Boxes, and Pull

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2.8Circuit Breakers

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2.9Dry7Type Distribution

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26 05 00.00 40 3.1Conduits, Raceway sand Fittings

2.2Wire and Cable

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2.5Receptacles

3.4.1Receptacles

2.6Outlets, Outlet Boxes, and Pull

Boxes

2.8Circuit Breakers

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2.9Dry7Type Distribution

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1.3Spare Parts

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26 05 19.00 10 3.2Tests, Inspections, and

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26 08 00 SD706 Test Reports

3.1 GAcceptance tests and

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1.4.1 GQualifications

1.4.3 GAcceptance test and inspections

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31 00 00 SD701 Preconstruction Submittals

3.5 G ROShoring

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3.9 G ROUtilization of Excavated Materials

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3.17Testing

31 05 22 SD704 Samples

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3.3 G ROShoring and Sheeting Plan

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31 23 10.00 20 SD706 Test Reports

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31 23 10.01 20 SD701 Preconstruction Submittals

1.6.1Shoring and Sheeting Plan

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2.2.1 GBorrow Site Testing

3.10.2Fill and backfill

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3.10.2Moisture Content Tests

31 32 11 SD702 Shop Drawings

G ROLayout

Seed Establishment Period

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R2 Extension, T Raising & E. Main Street Storm Sewer Improvements

31 32 11 2.1.1Turf Reinforcement Mat

31 41 16 SD702 Shop Drawings

2.1 G ROMetal Sheet Piling

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3.2.2.2Driving

3.2.1 G ROPile Driving Equipment

3.2.5 G ROPulling and Redriving

2.3.2 G ROInterlocked Joint Strength in

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1.5.2 G ROInterlock Tension Strength Test

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31 63 36 SD702 Shop Drawings

2.1.3.1 G ROPile splices

1.3.1 G ROPile placement

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3.1 G RODrilling equipment

3.2 G RODrilling records

3.2 G RODrilling records

1.3 G RODelivery, storage, and handling

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32 11 26 SD703 Product Data

2.4.1 G ROJob7Mix Formula (JMF);

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32 11 26 2.1.3Sources of Aggregates

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2.2Bituminous Materials

32 11 27 SD701 Preconstruction Submittals

1.5 G RO.Equipment;

32 12 10 SD706 Test Reports

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32 12 16 SD701 Preconstruction Submittals

2.3 G ROMix Design

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3.11 G ROMaterial Acceptance and Percent

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32 17 24.00 10 2.2.1Composition Requirements

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2.2.3Volatile Organic Compound

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32 93 00 SD701 Preconstruction Submittals

G ROQualificationse

G ROObtaining Plants and Materials

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G ROVariations from Guidelines

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G RODelivery Lists

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G ROOne7Year Plant Guarantee

33 40 01 SD703 Product Data

2.1 G ROPIPES;

3.5.1 G ROManholes and Inlets;

2.2.5 G ROFrame and Cover for Gratings;

3.2 G ROPlacing Pipe

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33 40 01 3.6Pipeline Testing;

2.4Hydrostatic Test on Watertight

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2.2.5Frame and Cover for Gratings;

33 71 02.00 20 SD703 Product Data

2.5 G ROLive end caps

2.10.2.1 G ROPrecast concrete structures

2.10.4 G ROHandhole frames and covers

2.10.3 G ROManhole frames and covers

2.10.5 G ROComposite/fiberglass handholes

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3.16.1 GField Acceptance Checks and

Tests

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1.4.1 GCable splicer/terminator

1.4.2 GCable Installer Qualifications

35 20 14 SD702 Shop Drawings

2.3.1 G RODetail Drawings

SD703 Product Data

1.5 G ROSequencing and Scheduling

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35 20 16.59 SD702 Shop Drawings

2.3.1 G RODetail Drawings

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2.1Materials

1.6 G ROSequencing and Scheduling

2.3.3 G ROWelding

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Fabrications

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2.4 G ROTests, Inspections, and

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2.1.3Epoxy Filler

35 31 19 SD701 Preconstruction Submittals

3.5.1.1 G ROBulk Specific Gravity

SD703 Product Data

2.1.2 G RORiprap

SD704 Samples

1.2.1Stone;

SD706 Test Reports

2.1.1.3Gradation Test;

2.1.1.1Evaluation Testing of Stone;

SD707 Certificates

1.2.1Stone;

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 22 OF 22 PAGES

R2 Extension, T Raising & E. Main Street Storm Sewer Improvements

35 31 19 2.1.1.1Laboratory

35 41 00.01 SD701 Preconstruction Submittals

G ROQualifications

G ROExcavation and Construction procedure

3.4.4 G ROBorrow Areas

1.4.3 G ROPlan of Operations

1.4.3 G ROEmbankment and Backfill

Materials

3.15.3.2 G RONuclear Density Testing

equipment

SD703 Product Data

2.1.1 G ROCompacted Embankment Fill

G ROCompacted Fill Common

35 41 00 SD701 Preconstruction Submittals

3.5 G ROShoring, Sheeting, and Bracing

3.7 G ROExcavation

3.7.7 G ROBorrow Areas

1.4.3 G ROPlan of Operations

1.4.3 G ROEmbankment and Backfill

Materials

3.18.3.2 G RONuclear Density Testing

equipment

SD703 Product Data

2.1.1 G ROCompacted Embankment Fill

2.1.2 G ROCompacted Fill Common

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 23 OF 22 PAGES

R2 Extension, T Raising & E. Main Street Storm Sewer Improvements

35 41 00 3.8 G ROAS7Built of Compacted

Embankment Fill

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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R2 Extension, T Raising & E. Main Street Storm Sewer Improvements SEGR2T

SECTION 01 57 19.00 18

ARCHAEOLOGICAL EXCAVATION

10/13

PART 1 GENERAL

1. DESCRIPTION

There is the potential to encounter archaeological resources within the pipe trenches to be constructed in the New Jersey Transit parking lot as part of the East Main Street Sewer Improvements and the Segment R-2 Levee Tie-Off work. Archaeological investigations will be conducted within the extent of the pipe trenches as defined in the Contract Documents. No work will be undertaken beyond these limits. The archaeological work will be undertaken by the Corps project archaeologist or their consultant. The construction contractor shall provide equipment and labor to mechanically excavate the trench and implement all necessary safety measures.

To facilitate the investigations this work shall be scheduled near the initiation of construction in this area. This will allow the on-site archaeologist time to address any significant resources should any be encountered.

2. AREAS OF RESPONSIBILITY

2.1 Contractor

The contractor shall provide equipment and operating personnel to remove the asphalt to expose soils along the entire length of the trench as defined in construction drawings.

The contractor shall provide equipment and operating personnel to assist the on-site archaeologist with excavation of the trench. The trench will be no longer, wider or deeper than required for construction. The trench will be excavated in 20-foot segments.

Contractor personnel will not be required on site once mechanically assisted excavation is complete for the day and archaeologists have started their work in the open trench. This work is anticipated to take between 2 and 7 days. These days may or may not be consecutive.

The contractor shall provide and install all regulated safety measures needed to allow the on-site archaeologist to safely access the trench.

The contractor shall provide equipment and operating personnel to cover the excavations at the end of the work day to uncover them at the start of the work day, as needed. It is anticipated that the excavations may need to be opened/covered on not more than 10 days but the days may be spread out over time due to down time required to coordinate archaeological finds with reviewing agencies.

The contractor shall provide equipment and operating personnel to backfill the excavated areas at the end of the archaeological excavation. The excavated areas will be restored to grade. The trench will be backfilled at the direction of the Contracting Office Representative (COR).

The contractor shall provide equipment and personnel to survey key data

SECTION 01 57 19.00 18 Page 1 points at the archaeological excavation as directed by the archaeologist.

Location and elevation of the points shall be provided to the archaeologist. No more than 10 points will be required.

2.2 Archaeologist

The on-site archaeologist(s) will be provided by the US Army Corps of Engineers and may be Corps staff (Corps project archaeologist) or their consultant.

The excavation areas, locations and depths are under the control of the on-site archaeologist however all archaeological work will be limited to the extent of the trench as defined the Contract Documents. The archaeologist will also conduct excavations by hand. The contractor will not need to be present during those times except to uncover/cover the excavation areas as needed and install regulated safety measures.

3. NATURE OF THE ARCHAEOLOGICAL WORK

Once the asphalt is removed the on-site archaeologist(s) shall examine the exposed soil. The archaeologist may hand excavate areas or may request 20-foot segments be mechanically excavated by the contractor. The archaeologist may record the soil profiles and structural features in the trenches through photography, drawings and notes. Cultural material, if present, will be collected and bagged appropriately for identification and curation. Limited screening of the soil removed from the trenches may be undertaken. The results of the archaeological monitoring will be presented in a written report which will be coordinated with the New Jersey Historic Preservation Office. The report and coordination will be undertaken by the Corps project archaeologist.

4. ACTIONS TO BE TAKEN BY ARCHAEOLOGIST SHOULD REMAINS REQUIRING FURTHER

STUDY BE ENCOUNTERED

Should significant materials or features be identified and it is determined by the Corps project archaeologist that further investigation of the area is required the Corps project archaeologist, consulting archaeologist as needed, contractor and COR shall meet to determine the level of effort and time anticipated. The Corps project archaeologist shall coordinate this effort with the New Jersey Historic Preservation Office.

Delay in construction related to the need for further archaeological investigation and coordination might require a Change Order.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

5.1 COORDINATION MEETING WITH PROJECT ARCHAEOLOGIST

Prior to initiating construction, the contractor shall arrange and attend a meeting with the Corps project archaeologist, consulting archaeologist as needed and other interested project parties. The purpose of this meeting, at a minimum, will be to review the following:

" Requirements and objectives of the archaeology plan.

SECTION 01 57 19.00 18 Page 2

" Archaeologist and contractor areas of responsibility.

" Authority of the archaeologist while on-site during construction.

5.2 ANTICIPATED EXCAVATION REQUIREMENTS

The anticipated excavation requirements are summarized below:

Asphalt removal As per construction drawings Trenches: As per construction drawings Trench Width: As per construction drawings Trench Depth: As per construction drawings Trench Locations: As per construction drawings Trench Protection As needed

5.3 POSSIBLE EXCAVATION SEQUENCING PLAN

The following identifies one possible sequencing plan for accomplishing the required archaeological work. This sequencing plan is provided for information only and may be adjusted by the project archaeologist or contractor.

" Asphalt will be removed with the archaeologist present.

" Sections of trench may be excavated by hand by the archaeologist.

" The trench will be mechanically excavated by contractor as directed by the archaeologist and with the archaeologist present. The trench will be excavated in 20-foot sections rather than all at once to allow for examination and subsequent backfilling.

" Archaeologist will be given time to examine the trench; approximately 3 hours per section.

" Some sections of the trench may be backfilled immediately at the direction of the COR in consultation with the archaeologist.

" Selected portions of the trench may be left open for more detailed examination and further investigations by hand. These areas may require covering by plates for safety and/or to allow access to the parking lot.

SECTION 01 57 19.00 18 Page 3

SECTION 01 57 23.00 10

STORM WATER POLLUTION PREVENTION MEASURES (EROSION AND SEDIMENTATION CONTROL)

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM C 33 (2013) Standard Specification for Concrete Aggregates

ASTM D 4439 (2004) Standard Terminology for Geosynthetics

ASTM D 4491 (1999a; R 2009) Water Permeability of Geotextiles by Permittivity

ASTM D 4533 (2011) Trapezoid Tearing Strength of Geotextiles

ASTM D 4632 (2008) Grab Breaking Load and Elongation of Geotextiles

ASTM D 4751 (2012) Determining Apparent Opening Size of a Geotextile

ASTM D 4873 (2002) Identification, Storage, and Handling of Geosynthetic Rolls and Samples

NEW JERSEY DEPARTMENT OF TRANSPORTATION (NJDOT)( Latest Edition)

Standard Specification for Road and Bridg e Construction

1.2 GENERAL

The Contractor shall implement the storm water poll ution prevention measures specified in this section in a manner whic h will meet the requirements of Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS, and the requirements of the National Polluti on Discharge Elimination System (NPDES) permit attached to that Section.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for inf ormation only. When used, a designation following the "G" designation i dentifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-13 Records

SECTION 01 57 23.00 10 Page 1

Mill Certificate or Affidavit ; G RO.

1.4 EROSION AND SEDIMENT CONTROLS

The controls and measures required by the Contracto r are described below.

1.4.1 Stabilization Practices

The stabilization practices to be implemented shall include temporary seeding, mulching, protection of trees, preservatio n of…