Amend_3-_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

03 50 00 PREFABRICATED MODULAR WALLS

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 03 50 00

PREFABRICATED MODULAR WALLS

10/13

PART 1 GENERAL

DESCRIPTION

This work shall consist of furnishing and construct ion of a Prefabricated Modular Retaining Wall Systems that include "Versal ock", "Unilock" or "Keystone" or approved equal in accordance with the se specifications and in accordance with the lines, grades, design, and dime nsions shown on the plans. Work includes preparing foundation soil, fur nishing and installing leveling pad, unit drainage fill and backfill to th e lines and grades shown on the contract drawings.

1.1 REFERENCES

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

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO T 199 (2010) Standard Method of Test for Moisture-Density Relations of Soils

AASHTO T 238 (1997) Standard method of test for density of soil and soil-aggregate in-place by nuclear methods shallow depth

AASHTO T 239 (1997) Standard specification for moisture content of soil and soil-aggregate in place by nuclear methods shallow depth

1.2 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. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals wi th a "G, RO" designation.

SD-01 Preconstruction Submittals

Design Calculations G, RO.

Construction Drawings G, RO.

Signed and sealed calculations and drawings.

SD-06 Test Reports

Copies of in-place test results.

SECTION 03 50 00 Page 1

PART 2 PRODUCTS

Contractor shall submit a Manufacturer's certificat ion, prior to start of work, that the retaining wall system components mee t the requirements of this specification and the structure design. Contra ctor shall submit a test report documenting strength of specific modular con crete unit.

PART 3 EXECUTION

3.1 Construction

The precast units will be shipped and handled in st rict adherence with the manufacturer's recommendations. Units damaged by im proper storing, transporting, or handling shall be replaced.

3.1.1 Installation

The foundation bed for the structure shall be appro ved by the Engineer before erection is started. Before wall constructio n, the foundation bed shall be compacted with a vibratory compactor. Any foundation soils unsuitable shall be removed and replaced with Emban kment Material. The unit shall be installed according to the manufacturer's recommendations. Special care shall be taken in setting the bottom course of units to true line and grade. While erecting each subsequent course, line, and grade shall be examined, and deviations shall be corrected to prev ent cumulative inaccuracies in alignment. Joint filler and rubber pads shall be installed. Joints at corners or angle points shall be closed.

Prefabricated modular wall units shall be filled on e course at a time.

Units 4 feet or less in height shall be filled in o ne layer and then thoroughly compacted with a vibratory tamping devic e. Walls which are more than 4 feet in height shall be filled in two approx imately equal layers and thoroughly compacted after each layer is placed.

3.1.2 Backfill placement

Backfill placement shall follow erection of each co urse of modular wall unit. Backfill shall be placed in such a manner as to avoid any damage or disturbance to the wall materials or misalignment o f the face panels. Any wall materials which become damaged or disturbed du ring backfill placement shall be either removed and replaced at the Contrac tor's expense or corrected as directed. Any misalignment or distort ion of the units due to placement of backfill outside specified limits shal l be corrected.

Backfill material placement shall conform to the fo llowing:

3.1.2.1 Granular Material

a) The granular backfill material shall be compac ted to 95 percent standard proctor.

b) The moisture content of the select granular ba ckfill material before and during compaction shall be uniformly distribute d throughout each layer.

c) Granular backfill materials shall have a place ment moisture content that is less than or equal to the optimum moisture content.

d) Granular backfill material with a placement mo isture content in excess of the optimum moisture content shall be removed an d reworked until the moisture content is uniformly acceptable throughout the entire lift.

e) The optimum moisture content shall be determin ed according to AASHTO T 199 , Method C.

SECTION 03 50 00 Page 2

f) The maximum lift thickness of the granular bac kfill material shall not exceed 10 inches loose measurement. The Contractor shall decrease this lift thickness to obtain the specified density.

3.1.2.2 Compaction of Backfill Material

Backfill material compaction shall adhere to the fo llowing criteria:

a) Backfill material conforming to the requiremen ts specified herein shall be placed and compacted simultaneously with t he placement of the modular units.

b) Placement and compaction shall be accomplished without distortion or displacement of the units.

c) The compaction shall take place in a direction that is parallel to the wall.

d) The 95 percent standard proctor compaction of the select granular backfill material, shall be performed on each cours e according to NJDOTSS Subsection 203.10. AASHTO T 238 , Method B and AASHTO T 239 shall be used to determine the achieved density.

e) Within 5 feet of the wall small, single or dou ble drum, hand operated, walk-behind vibratory rollers, or walk-behind vibra ting plate compactors shall be used, and at least three passes shall be m ade.

f) When there is evidence of wall displacement or disturbance, compaction shall be accomplished by use of a smooth drum stati c roller.

g) At the end of each day's operation, the Contra ctor shall slope the last placed level of backfill away from the wall fa cing to rapidly direct runoff of rainwater away from the wall face. The C ontractor shall not allow surface runoff from adjacent areas to enter t he wall construction site.

3.2 General

When erecting a battered wall, placement of backfil l behind the wall shall closely follow erection of successive courses of un its. At no time shall the difference in elevation between the backfill an d the top of the last erected course exceed 6 feet.

All units above the first course shall interlock wi th the lower courses.

Vertical joint openings on the wall's front face sh all not exceed ¾ inch.

The front face vertical joints shall have 12-inch w ide strips of filter fabric behind each joint starting below grade.

The overall vertical tolerance of wall (plumbness f rom top to bottom) shall not exceed ½ inch per 10 feet of wall height.

3.3 Working Drawings

Contractor shall submit Design Calculations and Construction Drawings for the retaining wall system prepared and stamped by a Professional Engineer registered in the State of the New Jersey. The engi neering designs, techniques, and material evaluations shall be in ac cordance with the manufacturer's Design Manual and NCMA Design Guidel ines For Segmental Retaining Walls.

-- End of Section --

SECTION 03 50 00 Page 3

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 23 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

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 23 PAGES

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

SUBMITTAL REGISTER

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

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

SUBMITTAL REGISTER

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

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

03 20 02 2.1 G ROMaterials

SD706 Test Reports

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

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

03 50 00 SD701 Preconstruction Submittals

3.3 G RO.Design Calculations

3.3 G RO.Construction Drawings

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

SUBMITTAL REGISTER

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

05 05 23.00 14 1.5.3 G ROPrequalified Procedures

SD706 Test Reports

3.2 G ROQuality Control

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

SUBMITTAL REGISTER

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

05 12 00 2.3.3 G ROWelded Shear Stud Connectors

SD707 Certificates

2.1Steel

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;

SD703 Product Data

G ROSpare Parts;

SD706 Test Reports

2.1.2 G ROTesting;

SD708 Manufacturer’s Instructions

2.2 G ROSluice Gates;

SD710 Operation and Maintenance

Data

2.2 G ROSluice Gates;

05 49 10 SD702 Shop Drawings

2.2 G ROFlap Valve;

SD706 Test Reports

2.1.2 G ROTesting;

SD708 Manufacturer’s Instructions

2.2 G ROFlap Valve;

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 23 PAGES

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

05 49 10 SD710 Operation and Maintenance

Data

2.2 G ROFlap Valve;

05 50 03.00 10 SD702 Shop Drawings

1.3 G RODetail Drawings

SD703 Product Data

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

2.1.1 G ROMaterials Orders

2.1.2 G ROMaterials List

2.1.3 G ROShipping Bill

SD706 Test Reports

2.3 G ROTests, Inspections, and

Verifications

SD707 Certificates

1.4 G ROQualification of Welders and

Welding Operators

2.2.2.3 G ROApplication Qualification for Steel

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2.2.2.2 G ROWelding of Aluminum

05 50 04.00 10 SD702 Shop Drawings

2.1 G ROMiscellaneous Metals and

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SD703 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 23 PAGES

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

05 50 04.00 10 2.1 G ROMiscellaneous Metals and

Standard Metal Articles

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2.1 G ROMiscellaneous Metals and

Standard Metal Articles

SD706 Test Reports

2.1 G ROMiscellaneous Metals and

Standard Metal Articles

06 10 00 SD702 Shop Drawings

1.9.1 GFabricated structural members

2.4.2.1 GNailing Strips

SD703 Product Data

1.11.1Local/Regional Materials

2.1.2Salvaged Lumber

2.1.3Recovered Lumber

1.8Fire7retardant treatment

2.1.4Engineered wood products

2.4.3Adhesives

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1.9.2 GModifications of structural

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06 10 00 1.11.2Certified Wood

1.11.3Certified Wood

1.9.3Certificates of grade

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SD710 Operation and Maintenance

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3.3Take7back program

09 06 90 SD704 Samples

2.2 G ROColor Schedule

09 90 00 SD703 Product Data

1.9.1Local/Regional Materials

1.9.2Environmental Data

2.1Materials

2.1 G ROCoating

2.1Manufacturer's Technical Data

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3.2.5Sealant

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1.11 G ROColor

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1.3Applicator's qualifications

1.4.1.2 G ROQualification Testing

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

09 90 00 SD710 Operation and Maintenance

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2.1 G ROCoatings:

09 97 02.01 12 SD703 Product Data

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

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1.9.2.1PM710 Monitoring

1.6.6.1Certified Laboratory

3.4Inspection

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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

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1.4.4Test Procedures

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

23 00 00 3.7Performance Tests

SD708 Manufacturer’s Instructions

3.2Manufacturer's Installation

Instructions

3.8.2Operation and Maintenance

Training

SD710 Operation and Maintenance

Data

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

26 05 00.00 40 2.9Dry7Type Distribution

Transformers

3.7Dry7Type Distribution

Transformers

SD703 Product Data

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

Boxes

2.8Circuit Breakers

2.7Panelboards

3.6Panelboards

2.9Dry7Type Distribution

Transformers

3.7Dry7Type Distribution

Transformers

1.3Spare Parts

1.5Certification

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3.10Continuity Test

3.10Phase7Rotation Tests

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

26 05 00.00 40 SD708 Manufacturer’s Instructions

1.5Manufacturer's Instructions

26 05 19.00 10 SD703 Product Data

3.1Installation Instructions

SD706 Test Reports

3.2Tests, Inspections, and

Verifications

26 08 00 SD706 Test Reports

3.1 GAcceptance tests and

inspections;

SD707 Certificates

1.4.1 GQualifications

1.4.3 GAcceptance test and inspections

procedure

31 00 00 SD701 Preconstruction Submittals

3.5 G ROShoring

1.6 G RODewatering Work Plan

3.9 G ROUtilization of Excavated Materials

3.4Opening of any Excavation or

Borrow Pit

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3.17Testing

2.1Borrow Site Testing

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3.17Testing

31 05 22 SD704 Samples

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

31 05 22 2.1.1Geotextile

SD707 Certificates

2.1.1Geotextile

31 23 10.00 20 SD701 Preconstruction Submittals

3.3 G ROShoring and Sheeting Plan

SD706 Test Reports

3.6.2Testing of backfill materials

3.6.3Field Density tests

31 23 10.01 20 SD701 Preconstruction Submittals

1.6.1Shoring and Sheeting Plan

1.6.2Dewatering work plan

SD706 Test Reports

2.2.1 GBorrow Site Testing

3.10.2Fill and backfill

3.10.2Select material

3.10.2Porous fill

3.10.2Density tests

3.10.2Moisture Content Tests

31 32 11 SD702 Shop Drawings

G ROLayout

Seed Establishment Period

SD703 Product Data

2.1.1Turf Reinforcement Mat

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

31 32 11 2.1.1Turf Reinforcement Mat

SD707 Certificates

2.1.1Turf Reinforcement Mat

1.4.1Installer's Qualification

SD711 Closeout Submittals

2.1.1Turf Reinforcement Mat

31 41 16 SD702 Shop Drawings

2.1 G ROMetal Sheet Piling

SD703 Product Data

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

Tension Test

SD706 Test Reports

2.3.1Materials Tests

1.5.2 G ROInterlock Tension Strength Test

SD711 Closeout Submittals

3.4Pile Driving Record

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

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

31 63 36 1.3 G RODelivery, storage, and handling

1.4 G RODesign and methods of

construction

32 11 26 SD703 Product Data

2.4.1 G ROJob7Mix Formula (JMF);

2.1.3Sources of Aggregates

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2.1.3Sources of Aggregates

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1.2Sampling and Testing

2.1.3Sources of Aggregates

2.2Bituminous Materials

32 11 27 SD701 Preconstruction Submittals

1.5 G RO.Equipment;

32 12 10 SD706 Test Reports

3.7Sampling and Testing

32 12 16 SD701 Preconstruction Submittals

2.3 G ROMix Design

3.10 G ROContractor Quality Control

3.11 G ROMaterial Acceptance and Percent

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2.2Asphalt Cement Binder

2.1Aggregates

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

32 12 16 3.6Testing Laboratory

SD706 Test Reports

2.1Aggregates

32 17 24.00 10 SD703 Product Data

1.4 GEquipment

2.2.1Composition Requirements

1.6.1Qualifications

SD706 Test Reports

2.6Sampling and Testing

SD707 Certificates

2.2.3Volatile Organic Compound

(VOC)

32 93 00 SD701 Preconstruction Submittals

G ROQualificationse

G ROObtaining Plants and Materials

G ROPurchase Orders

G ROLayout Plan with Stockpile

Locations

G ROVariations from Guidelines

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G RODelivery Lists

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G ROSoil Amendments Testing

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G ROOne7Year Plant Guarantee

33 40 01 SD703 Product Data

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

33 40 01 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

SD707 Certificates

3.6Pipeline Testing;

2.4Hydrostatic Test on Watertight

Joints;

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

SD706 Test Reports

3.16.1 GField Acceptance Checks and

Tests

SD707 Certificates

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

2.3.3Welding

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

35 20 14 2.1Materials

1.4.2Identification System

SD706 Test Reports

2.4Tests, Inspections, and

Verifications

35 20 16.59 SD702 Shop Drawings

2.3.1 G RODetail Drawings

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1.6 G ROSequencing and Scheduling

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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

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2.1.2 G RORiprap

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1.2.1Stone;

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

35 31 19 SD706 Test Reports

2.1.1.3Gradation Test;

2.1.1.1Evaluation Testing of Stone;

SD707 Certificates

1.2.1Stone;

2.1.1.1Laboratory

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

3.8 G ROAS7Built of Compacted

Embankment Fill

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

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

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

35 41 00.01 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

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