10468204_-_Repair_ATON_District_1_Final_Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR ATON DISTRICT 1 FY18

PSN: 10468204

AT

USCG DISTRICT 1

NEW YORK/NEW JERSEY

DESIGN PROJECT MANAGER DESIGN TEAM SUPERVISOR

TECHNICAL DIRECTOR, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST SUITE 100

WARWICK, RHODE ISLAND 02886

Repair ATON District 1 FY18 10468204

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 20 00.01 CONCRETE ANCHORS AND DOWELS

03 31 29.01 CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

DIVISION 09 - FINISHES

09 97 13.26 01 COATING OF NEW STEEL WATERFRONT STRUCTURES

DIVISION 10 - SPECIALTIES

10 99 02 SAFETY CLIMB SYSTEM

DIVISION 26 - ELECTRICAL

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

DIVISION 31 - EARTHWORK

31 62 16.16 STEEL PILES

31 62 19.13 TIMBER MARINE PILES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 10 35 DIVING

35 13 10 INSTALLATION OF NAVIGATIONAL LIGHT STRUCTURES

35 20 23 DREDGING

35 59 13.16 MARINE FENDERS

PROJECT TABLE OF CONTENTS Page 1

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

Sheet No.

Drawing No.

SITE Drawing Title

1 G-001 ALL COVER SHEET

2 G-002 ALL GENERAL NOTES

3 CA101 ARTHUR KILL LIGHT 10 DREDGING PLAN

4 SB201 RARITAN RIVER LIGHT 14 EXISTING/DEMOLITION

5 SB202 RARITAN RIVER LIGHT 14 GENERAL ARRANGEMENT

6 SC201 PRALLS ISLAND CHANNEL

RANGE FRONT LIGHT

EXISTING/DEMOLITION

7 SC202 PRALLS ISLAND CHANNEL

RANGE FRONT LIGHT

GENERAL ARRANGEMENT

8 SC501 RALLS ISLAND CHANNEL RANGE

FRONT LIGHT

DETAILS

9 SD201 POORHOUSE FLATS REAR RANGE EXISTING/DEMOLITION

10 SD202 POORHOUSE FLATS REAR RANGE GENERAL ARRANGEMENT

11 SE201 HELL GATE LIGHT 15 EXISTING/DEMOLITION

12 SE202 HELL GATE LIGHT 15 GENERAL ARRANGEMENT

13 SF201 MILL ROCK SOUTH LIGHT 16 EXISTING/DEMOLITION

14 SF202 MILL ROCK SOUTH LIGHT 16 GENERAL ARRANGEMENT

15 SG201 COLLEGE POINT REEF LIGHT CP EXISTING/DEMOLITION

16 SG202 COLLEGE POINT REEF LIGHT CP GENERAL ARRANGEMENT

DOCUMENT 00 01 15 Page 1

Sheet No.

Drawing No.

SITE Drawing Title

17 SH201 KINGSTON FLATS LIGHT KF EXISTING/DEMOLITION (BID

OPTION)

18 SH202 KINGSTON FLATS LIGHT KF GENERAL ARRANGEMENT (BID

OPTION)

19 SH501 KINGSTON FLATS LIGHT KF PLATFORM AND LADDER (BID

OPTION)

20 SH502 KINGSTON FLATS LIGHT KF BOAT LANDING (BID OPTION)

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings are part of the contract and are included with the drawings for additional information.

1.3.1 Reference Drawings

The following reference drawings are intended to provide details for providing Standard 5 Foot Square Pipe Towers required for the rehabilitation of lights and ranges.

Sheet No. Drawing No.

SITE Drawing Title

21 S-201 ALL TOWER REFERENCE

22 S-501 ALL TOWER REFERENCE

23 S-502 ALL TOWER REFERENCE

24 S-503 ALL TOWER REFERENCE

25 S-504 ALL TOWER REFERENCE

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project consists of structural repair, removal, and rebuild of 8 Aids to Navigation (ATON) assets in the New England area. Base Bid consists of ATON Site A through G listed below. Bid Option consists of ATON Site H.

1.1.2 Location

The work is located in US Coast Guard District One (D1) Area of Operation (AOR). The ATON asset locations are listed below:

A. Arthur Kill Light 10 (Rip Rap)

LAT/LONG 40-32-45.748N 074-15-04.373W

Chart: 12327 New York Harbor New York, NY

B. Raritan River Light 14 (36480)

LAT/LONG: 40-30-24.498N 074-18-53.010W

Chart 12332 New York Harbor New York, NY

C. Pralls Island Channel Range Front Light (36830)

LAT/LONG: 40-36-13.212N 074-12-17.686W

Chart 12327 New York Harbor New York, NY

D. Poorhouse Flats Rear Range (27330)

LAT/LONG: 40-43-23.750N 073-57-44.368W

Chart: 12335 East River Channel New York, NY

F. Mill Rock South Light 16 (27300)

LAT/LONG 40-46-46.454N 073-56-22.305W

Chart: 12339 East River Channel New York, NY

E. Hell Gate Light 15 (27290)

LAT/LONG 40-46-40.736N 073-56-05.345W

Chart: 12339 East River Channel New York, NY

G. College Point Reef Light CP (27220)

LAT/LONG: 40-47-51.494N 073-51-03.325W

Chart: 12339 East River Channel New York, NY

H. Kingston Flats Light KF (38290)

LAT/LONG: 41-56-15.400N 073-57-28.600W

Chart: 12347

SECTION 01 11 00 Page 1

Hudson River Kingston, NY

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remains.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

1.5 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.5.1 Contractor's Daily Log

The Contractor shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer's Representative.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONSTRUCTION OPERATIONS

Coordinate all work and schedules with the Contracting Officer. All work barges and other equipment may not interrupt or restrict access to the navigatable waterways. Notify Sector Command Center at start and end of work at each site.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 General

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

1.2.1.2 Storage Areas

There are no storage areas available to the Contractor. All storage of equipment and materials shall be offsite or on Contractor owned barges.

1.2.1.3 Storm Protection

If a gale force wind warning or higher is issued, take precautions to minimize any danger to persons and protect the work and nearby Government property. Precautions shall include, but not be limited to, closings, removing loose materials, tools and equipment, from exposed locations.

Remove and secure scaffolding and temporary work. Close openings in the work area if storms of lessor intensity are imminent.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

SECTION 01 14 00 Page 1

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values

1.2 CONSTRUCTION SCHEDULE

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

Construction Schedule and Schedule of Values shall be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include, at a minimum, all information conveyed on the sample form.

Construction Schedule/Schedule of Values form shall incorporate at a minimum the following activities:

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

h. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

i. As-Built Drawings

SECTION 01 32 00 Page 1

j. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

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

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

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

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

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 32 00 Page 2

SECTION 01 32 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUBMITTALS REQUIRED

This section covers items to be submitted in each applicable section of the specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Partial submittals will not be acceptable and will be returned without review. Failure to furnish required submittals can be cause for rejection of the material.

1.2 TIMING OF SUBMITTALS

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer and returned to the Contractor within 10 working days after the receipt by the Contracting Officer.

1.3 DEFINITIONS

1.3.1 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

List of proposed Subcontractors

Construction progress schedule

Submittal register

Schedule of prices

SD-02 Shop Drawings

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

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.

SD-05 Design Data

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

SECTION 01 33 00 Page 1

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. Unless specified in another section, 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 attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (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 state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

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.

SECTION 01 33 00 Page 2

1.3.2 Approving Authority

Civil Engineering Unit Providence Contracting Officer

1.4 SUBMITTALS

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

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.5 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. 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.

1.5.1 Use of Submittal Register

Submit submittal register with project schedule. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete the following fields on the register submitted with the project schedule:

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

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.

1.5.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

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

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.5.3 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

SECTION 01 33 00 Page 3

1.6 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer.

1.7 APPROVED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist. 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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 4

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 10 PAGES

PSN 10468204

D1 ATON FY18

01 32 00 SD-01 Preconstruction Submittals 1.2Construction Schedule/Schedule of Values 01 33 00 SD-01 Preconstruction Submittals

1.5Submittal Register 01 35 29 SD-01 Preconstruction Submittals

1.4Accident Prevention Plan (APP) 1.5Activity Hazard Analysis (AHA)

SD-07 Certificates 1.6Reports 1.6.1Crane Reports 1.4.1Crane Critical Lift Plan 1.6.2Certificate of Compliance

01 50 00 SD-01 Preconstruction Submittals 1.3Construction Site Plan 1.6.1Traffic Control Plan

01 57 19 SD-01 Preconstruction Submittals 1.8Environmental Protection Plan 3.9Dirt and Dust Control Plan

SD-06 Test Reports 1.6.3Laboratory Analysis 3.10.2Laboratory Analysis

SD-11 Closeout Submittals 1.6.1Preconstruction Survey 1.6.2Solid Waste Disposal Permit

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(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 10 PAGES

D1 ATON FY18

01 57 19 1.6.3Waste Determination Documentation

1.6.4Disposal Documentation for Hazardous and Regulated Waste

1.6.5Contractor 40 CFR Employee Training Records

1.6.5Contractor 40 CFR Employee Training Records

1.6.6Regulatory Notifications 1.6.7Erosion And Sediment Control

Inspection Reports 1.6.8Solid Waste Disposal Report 1.10Contractor Hazardous Material

Inventory Log 01 77 00 SD-11 Closeout Submittals

1.3.1As-Built Drawings 02 41 00 SD-01 Preconstruction Submittals

1.8Demolition Plan 03 20 00.01 SD-01 Preconstruction Submittals

1.3Anchor Installation And Testing Plan

3.2Testing Equipment SD-03 Product Data

2.2Concrete Anchors 2.3Reinforcement Anchors 2.4Epoxy Adhesive

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 10 PAGES

D1 ATON FY18

03 20 00.01 SD-06 Test Reports 3.2.1Test Reports

SD-07 Certificates 3.2Anchor Testing Personnel

03 31 29.01 SD-01 Preconstruction Submittals 1.5.3.3Quality Control Plan 1.5.3.2Form Removal Schedule 3.3.1Placement And Compaction 1.5.1Mixture design

SD-02 Shop Drawings 1.5.2.1Reinforcing steel 1.5.2.2Formwork 2.2.5Formwork 2.3Precast Manhole

SD-03 Product Data 2.2.1Cementitious Materials 2.2.1Admixtures 2.2.6Reinforcement 3.2.1Certificate Of Compliance 2.2.7Materials For Curing Concrete 3.1.1Reinforcement Supports

SD-06 Test Reports 2.2.3Cement 2.2.4Fly ash 2.2.3Aggregates 3.6.2.1Slump Tests

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 10 PAGES

D1 ATON FY18

03 31 29.01 3.6.2.2Temperature Tests 3.6.2.3Air Content

SD-07 Certificates 1.5.3.4Field testing technician and testing agency 1.5.3.1Curing Concrete Elements

05 05 23.16 SD-01 Preconstruction Submittals 3.3Welding Quality Assurance Plan

SD-03 Product Data 1.4Welding Procedure Qualifications 1.4.4Welder, Welding Operator, and

Tacker Qualification 1.4.1Previous Qualifications 1.4.2Pre-qualified Procedures 2.2Welding Electrodes and Rods

SD-06 Test Reports 3.6Nondestructive Testing

SD-07 Certificates 3.5.1Inspector and NDT Personnel

Requirements 05 12 00 SD-01 Preconstruction Submittals

1.3.1.1Erection Drawings SD-02 Shop Drawings

1.3.2Fabrication drawings 2.6.1Ladder Security Cover

SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 10 PAGES

D1 ATON FY18

05 12 00 2.6.2Anti-Climb Wire Mesh 2.6.3Barbed Wire

SD-06 Test Reports 2.3Bolts, nuts, and washers

SD-07 Certificates 2.2Steel 2.2.3Steel Pipe 2.3Bolts, nuts, and washers 2.4Galvanizing

06 13 33 SD-02 Shop Drawings 3.2.1Timberwork

SD-06 Test Reports 1.4.1Preservative Treatment

Inspection 1.4.3Delivery Inspection List

SD-07 Certificates 1.4.2SDS and CIS 1.4.4Pesticide Applicator 1.4.5Best Management Practices

(BMPs) 06 73 01 SD-02 Shop Drawings

1.3Installation Drawings, Templates, and Directions

SD-03 Product Data 1.3FRP Grating 1.3Clips and Anchorage

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 10 PAGES

D1 ATON FY18

06 73 01 SD-06 Test Reports 2.1.1Bearing Strength Testing 2.1.1Flexural Properties 2.1.1Ultraviolet Testing 2.1.1Shear Strength 2.1.1Tensile Properties 2.1.1Toxicity Testing 2.1.1Coefficient of Lineal Thermal

Expansion 2.1.1Flame Spread Testing

SD-07 Certificates 1.3Manufacturer's Sample Warranty 1.3Certification of Anchorage

System compliance with ASCE 7 SD-08 Manufacturer’s Instructions

1.4Shipping, Handling, And Erection Procedures

1.4Care and Maintenance Instructions

SD-09 Manufacturer’s Field Reports

3.1Manufacturer's Certification of Installation

SD-11 Closeout Submittals 3.2.1Manufacturer's Warranty

09 97 13.26 01 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 10 PAGES

D1 ATON FY18

09 97 13.26 01 1.7Coating Removal Containment And Waste Processing Plan

1.4.1Quality Control Plan 1.4.5.1Corrective Action Plan 1.4.2Qualifications 1.4.3Inspection Plan

SD-03 Product Data 2.1.1Coating System 2.1.1.3Fusion Bonded Epoxy

SD-06 Test Reports 1.4.3.1Inspection Report

SD-07 Certificates 2.1.1.1Epoxy-polyamide 2.1.1.2Coal tar epoxy-polyamide 2.1.1.3Fusion Bonded Epoxy 2.1.2Blast Material

10 99 02 SD-03 Product Data 2.1Safety Climb System

SD-07 Certificates 1.4Manufacturer's Qualifications

SD-11 Closeout Submittals 3.2Manufacturer's Warranty

26 42 13.00 20 SD-02 Shop Drawings 3.1Drawings

SD-03 Product Data 2.1Anodes

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 10 PAGES

D1 ATON FY18

26 42 13.00 20 SD-11 Closeout Submittals 3.2.2Reports

31 62 16.16 SD-02 Shop Drawings 3.2.3Pile placement

SD-03 Product Data 2.1.1Steel Pipe Piles 2.1.3Pile Tips 3.1Pile driving equipment 1.3Delivery, storage, and handling

SD-07 Certificates 1.5Contractor Qualifications 2.1.1Steel Pipe Pile Mill Certificates

SD-11 Closeout Submittals 3.2.2Pile Driving Records 3.5.1Pile Installation Records

31 62 19.13 SD-03 Product Data 2.1.1Piles 3.1.1Pile Driving Equipment 2.1.4Pile Shoes

SD-06 Test Reports 1.5.1Preservative Treatment 1.5.3Delivery Inspection List

SD-07 Certificates 1.5.2SDS and CIS 1.5.4Pesticide Applicator

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 10 PAGES

D1 ATON FY18

31 62 19.13 1.5.5Best Management Practices (BMPs)

SD-11 Closeout Submittals 3.1.2.3Pile Driving Records

35 10 35 SD-01 Preconstruction Submittals 1.6Dive Safety Plan

35 13 10 SD-01 Preconstruction Submittals 1.3.1Pre-mobilization Survey 1.3.2Installation plan 3.2.1.1Crane Certification Test Report

SD-06 Test Reports 1.3.3Pile installation records 1.3.4Notices

SD-11 Closeout Submittals 1.3.5Survey Report

35 20 23 SD-01 Preconstruction Submittals 1.9Construction Operations Plan 1.10.1Pre-dredge Hydrographic Survey 1.10.1Letter of Acceptance of

Government's Pre-Dredge Hydrographic Survey and associated dredge volumes

SD-11 Closeout Submittals 1.10.2Post-Dredge Hydrographic

Survey 35 59 13.16 SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

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

D1 ATON FY18

35 59 13.16 2.1.1Extruded Fender Shop Drawings SD-03 Product Data

2.1.3.1Extruded fender SD-05 Design Data

2.1.2Extruded Fender Design Data SD-06 Test Reports

2.1.4Ozone Resistance 2.1.4Low Temperature Impact

Resistance 2.1.4Water Absorption 2.1.4Heat Resistance

SD-07 Certificates 1.5Manufacturer's Warranty

SD-08 Manufacturer’s Instructions 1.3.3Installation Instructions

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

04/06

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.94 Ventilation

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP)

Activity Hazard Analysis (AHA)

SD-07 Certificates

Reports

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

Crane Reports

Crane Critical Lift Plan

SECTION 01 35 29 Page 1

Certificate of Compliance (Crane)

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer must attend the pre-construction conference.

1.3.1.1 Weekly Safety Meetings

Hold weekly at the project site. Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the QC Contractor Quality Control daily report.

1.3.1.2 Work Phase Meetings

The appropriate AHA must be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

1.3.1.3 New Employee Indoctrination

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

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

Submit the APP at least 15 calendar days prior to start of work at the job site, following Appendix A of EM 385-1-1. Make the APP site specific.

Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHA as amendments to the APP. In accordance with contract quality control requirements each AHA will be reviewed during an on-site preparatory inspection.

1.4 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with EM 385-1-1 Table 1-1. Include the associated AHA and other specific plans, programs and procedures detailed in Paragraphs 01.A.09 and 01.A.10 of EM 385-1-1, some of which are listed below.

1.4.1 Contents of the Accident Prevention Plan

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

b. Qualifications of competent and of qualified persons.

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

d. Emergency response plan. Conform to EM 385-1-1, Paragraph 01.E and include a map denoting the route to the nearest emergency care facility

SECTION 01 35 29 Page 2 with emergency phone numbers. Contractor may be required to demonstrate emergency response.

e. Crane Critical Lift Plan. Weight handling critical lift plans must be prepared and signed in accordance with EM 385-1-1, paragraph 16.C.18

f. Fall Protection and Prevention (FP&P) Plan. The plan shall be site specific and address all fall hazards in the work place. It shall address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 6 feet. A qualified person shall prepare the plan. The plan shall include fall protection and prevention systems, equipment and methods employed, responsibilities, rescue and escape equipment and operations, training requirements, and monitoring methods. FP&P Plan shall be revised once every six months for lengthy projects, to reflect any new changes during the course of construction, due to changes of personnel, equipment, systems or work habits.

g. Silica Exposure Reduction. The plan shall include specific procedures to prevent employee silica inhalation exposures.

h. Removals Plan. The safety and health aspects prepared in accordance with Section 02 41 00 REMOVALS.

i. Training Records and Requirements. List of mandatory training and certifications which are applicable to this project (e.g. explosive actuated tools, confined space entry, fall protection, crane operation, vehicle operator, forklift operators, personal protective equipment);

list of requirements for periodic retraining/certification; outline requirements for supervisory and employee safety meetings.

j. Severe Weather Plan. Procedures of ceasing on-site operations during lightning or upon reaching maximum allowed wind velocities.

k. Emergency Lighting and Power Systems Plan (e.g. periodic testing of batteries for emergency lighting.

1.5 ACTIVITY HAZARD ANALYSIS (AHA)

Prepare for each phase of the work. As a minimum, define activity being performed, sequence of work, specific hazards anticipated, control measures to eliminate or reduce each hazard to acceptable levels, training requirements for all involved, and the competent person in charge of that phase of work. For work with fall hazards, including fall hazards associated with scaffold erection and removal, identify the appropriate fall arrest systems. For work with materials handling equipment, address safeguarding measures related to materials handling equipment. For work requiring excavations, include excavation safeguarding requirements. The appropriate AHA shall be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

1.6 REPORTS

1.6.1 Crane Reports

Submit crane inspection reports required in accordance with USACE EM 385-1-1, Appendix H and as specified herein with Daily Reports of Inspections.

SECTION 01 35 29 Page 3

1.6.2 Certificate of Compliance

The Contractor shall provide a Certificate of Compliance for each crane entering an activity under this contract (see Contracting Officer for a blank certificate). Certificate shall state that the crane and rigging gear meet applicable OSHA regulations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance shall comply with 29 CFR 1926 and USACE EM 385-1-1 section 16 and Appendix H. Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used. These certifications shall be posted on the crane.

SECTION 01 35 29 Page 4

Not Used.

PART 3 EXECUTION

3.1 CONSTRUCTION

Comply with EM 385-1-1, NFPA 241, the accident prevention plan, the activity hazard analysis and other related submittals and activity fire and safety regulations.

3.1.1 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and nonfriable asbestos. If additional material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

3.2 PERSONNEL PROTECTION

3.2.1 Hazardous Noise

Provide hazardous noise signs, and hearing protection, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure.

3.2.2 Fall Protection

Enforce use of the fall protection device designated for each specific work activity in the FP&P plan and/or AHA all times when an employee is on a surface 6 feet or more above lower levels. Personal fall arrest systems are required when working from an articulating or extendible boom, scissor lifts, swing stages, or suspended platform. Fall protection must comply with ANSI A10.32.

3.3 SCAFFOLDING

Employees shall be provided with a safe means of access to the work area on the scaffold. Climbing of any scaffold braces or supports not specifically designed for access is prohibited. Stair towers or ladders built into scaffold systems in accordance with EM 385-1-1 Appendix J are required for work platforms greater than 20 feet in height. Contractor shall ensure that employees that are qualified perform scaffold erection. Do not use scaffold without the capability of supporting at least four times the maximum intended load or without appropriate fall protection as delineated in the accepted fall protection plan. Minimum platform size shall be based on the platform not being greater in height than three times the dimension of the smallest width dimension for rolling scaffold. Some Baker type scaffolding has been found not to meet these requirements. Stationary scaffolds must be attached to structural building components to safeguard against tipping forward or backward. Special care shall be given to ensure

SECTION 01 35 29 Page 5 scaffold systems are not overloaded. Outrigger brackets used to extend scaffold platforms on self supported scaffold systems for the storage of material is prohibited. The first tie-in shall be at the height equal to 4 times the width of the smallest dimension of the scaffold base.

3.4 EXCAVATIONS

The competent person for excavation performed as a result of contract work shall be on-site when work is being performed in excavation, and shall inspect excavations prior to entry by workers. The competent person must evaluate for all hazards, including atmospheric, that may be associated with the work, and shall have the resources necessary to correct hazards promptly. Prior to digging the appropriate digging permit must be obtained. All underground utilities in the work area must be positively identified by a utility locating service and coordinated with Station Utility Departments. The Contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. If construction is parallel to an existing utility the utility shall be exposed by hand digging every 100 feet if parallel within 5 feet of the excavation. Trench and shoring systems must be identified in the accepted safety plan and activity hazard analysis.

Extreme care must be used when excavating near direct burial electric underground cables. Trenching machines with digging chain drives shall be operated only when the spotters/laborers are in plain view of the operator. Operator and spotters/laborers shall be provided training on the hazards of the digging chain drives with emphasis on the distance that needs to be maintained when the digging chain is operating. Documentation of the training shall be kept on file in the project site office or trailer.

3.5 ELECTRICAL

3.5.1 Portable Extension Cords

Portable extension cords shall be sized in accordance with manufacturer ratings for the tool to be powered.

3.6 CRYSTALLINE SILICA

Grinding, abrasive blasting, and foundry operations of construction materials containing crystalline silica, shall comply with OSHA regulations, such as 29 CFR 1910.94, and EM 385-1-1, (Appendix C). The Contractor shall develop and implement effective exposure control and elimination procedures to include dust control systems, engineering controls, and establishment of work area boundaries, as well as medical surveillance, training, air monitoring, and personal protective equipment.

3.7 HOUSEKEEPING

3.7.1 Clean-up

All debris in work areas shall be cleaned up daily or more frequently as necessary. Construction debris may be temporarily located in an approved location, however garbage accumulation must be removed each day.

3.7.2 Dust Control

In addition to the dust control measures required elsewhere in the contract documents dry cutting of brick or masonry shall be prohibited. Wet cutting

SECTION 01 35 29 Page 6 must address control of water run off.

SECTION 01 35 29 Page 7

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 70 (2017) National Electrical Code

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan

Traffic Control Plan

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes for this contract. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 TEMPORARY UTILITIES

1.4.1 Contractor Utilities

The Contractor must provide his own utilities.

1.5 WEATHER PROTECTION

Take immediate actions required to protect materials and equipment when rain or other detrimental weather is imminent, and at the end of each workday.

SECTION 01 50 00 Page 1

1.5.1 Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions shall include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

1.6 STATION OPERATION EFFECT ON CONTRACTOR OPERATIONS

1.6.1 Interruption of Vehicular Traffic

If during the performance of work, it becomes necessary to modify vehicular traffic patterns at any locations, notify the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan shall be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside Station's jurisdiction. Provide cones, signs, barricades, lights, or other traffic control devices and personnel required to control traffic.

1.7 STORAGE AREAS

Contractor shall be responsible for security of his property. The Contract Clause entitled "FAR 52.236-10, Operations and Storage Areas" and the following apply:

1.7.1 Storage Size and Location

There will be no site available for storage.

1.7.2 Storage in Buildings

Storage is not allowed in the buildings.

1.8 Temporary Sanitary Facilities

Provide adequate sanitary conveniences of a type approved for the use of persons employed on the work, properly secluded from public observation, and maintained in such a manner as required and approved by the Contracting Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, remove the conveniences from the premises, leaving the premises clean and free from nuisance. Dispose of sewage through connection to a municipal, district, or station sanitary sewage system.

Where such systems are not available, use chemical toilets or comparably effective units, and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Include provisions for pest control and elimination of odors.

Provide temporary sewer and sanitation facilities that are self-contained units with both urinals and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing.

SECTION 01 50 00 Page 2

1.9 TEMPORARY BUILDINGS

Temporary facilities (including trailers) shall be in like new condition.

Locate these facilities where directed and within 1,000 feet of the operations area. Storage of material/debris under such facilities is prohibited. Contractor shall be responsible for the security of the stored property.

1.9.1 Maintenance of Temporary Facilities

Suitably paint and maintain the temporary facilities. Failure to do so will be sufficient reason to require their removal.

1.9.2 Trailers or Storage Buildings

Trailers or storage buildings will be permitted, where space is available, subject to the approval of the Contracting Officer. The trailers or buildings shall be in good condition, free from visible damage rust and deterioration, and meet all applicable safety requirements. Trailers shall be roadworthy and comply with all appropriate state and local vehicle requirements. Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense. A sign not smaller than 24 by 24 inches shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number. Trailers shall be anchored to resist high winds and must meet applicable state of local standards for anchoring mobile trailers.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 TEMPORARY PHYSICAL CONTROLS

3.1.1 Access Controls

3.1.1.1 Temporary Barricades

Contractor shall provide for barricading around all work areas to prevent public access.

3.1.1.2 Signs

Place warning signs at the construction area perimeter designating the presence of construction…