4138889-SPEC_R3-Replace_Water_Distribution_Piping_(UW1).pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

AVIATION TRAINING CENTER MOBILE,

ALABAMA 36608-8322

SPECIFICATIONS

FOR

SAM PN: 4138889

REPLACE WATER DISTRIBUTION PIPING

(UW1)

AT

AVIATION TRAINING CENTER

MOBILE, AL

JANUARY 10, 2018

Replace_Water Distribution Piping_(UW1) 4138889

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 78 00 CLOSEOUT SUBMITTALS

01 91 00.00 40 COMMISSIONING

DIVISION 03 - CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

After the new main has passed pressure and bacteriological testing, the existing water main will be abandoned in place and all services lines shall be replaced and connected to the new water main. Trench restoration attributed to water main and water lateral construction is to be considered incidental to the water main & lateral work. Any removal and restoration of pavement is incidental to water main construction.

Contractor shall sequence work to ensure the integrity of any existing water main still in service. Before any segment of water main is put in service, the main shall be flushed, pressure tested, sterilized, and tested safe from bacteria. Adequate fire flows and water distribution within the project area shall be maintained via the existing mains until sufficient new main is put into service.

1.1.2 Location

The work is located at the Aviation Training Center, 8501 Tanner Williams Road, Mobile AL 36608.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing No. UW141138889G001-C502 Sheets 1 through 12

Two sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 1

This project primarily consists of the demolition in place and installation of new 8-inch, 6-inch and 4-inch potable water main and appurtenances.

The project will add one new 8-inch main, with backflow check valves and vaulted compound meter, to the existing 12-inch Mobile Area Water and Sewer Service (MAWSS) main.

1.4 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 remain.

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 must be in a condition equal to or better than that which existed before new work started. 1.5

LOCATION OF UNDERGROUND UTILITIES

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

1.5

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

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. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Obtain access to the installation by participating in the Rapidgate program, or by obtaining passes each day from the Base Pass and Identification Office.

Costs for obtaining passes through Rapidgate are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge.

a. Rapidgate Program: Rapidgate is a voluntary program in which Contractor personnel who enroll, and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued Rapidgate participation and installation access privileges. Under the Rapidgate program, no commercial vehicle inspection is required, other than for Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON). Information on costs and requirements

SECTION 01 14 00 Page 1 to participate and enroll in CACS is available at http://www.rapidgate.com or by calling 1-877-727-4342.

b. One-Day Passes: Participation in the Rapidgate is not mandatory, and if the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to mandatory vehicle inspection, and will have limited access to the installation.

The Government will not be responsible for any cost or lost time associated with obtaining daily passes.

1.2.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., 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.

1.2.4 Occupied Building[s]

The Contractor shall be working [around existing buildings which are occupied.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, and fire alarm, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, SECTION 01 14 00 Page 2 including water, sewer, and electrical. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUPERVISION

1.2.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.2.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.2.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 1

1.3 PRECONSTRUCTION

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 of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work. Major subcontractors who will engage in the work must also attend.

1.4 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

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

SD-06 Test Reports

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

SECTION 01 33 00 Page 1 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.

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

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

SD-10 Operation and Maintenance Data

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

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

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals , except those SD-01 Pre-Construction Submittals noted above , construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.3 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work.

1.4 SUBMITTAL REGISTER AND DATABASE

Prepare and maintain submittal register, as the work progresses. Use electronic submittal register program furnished by the Government or any other format. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register ][in electronic format][ with the following fields completed, to the extent that will be required by the Government during subsequent usage.

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

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

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

Column (f): Indicate approving authority for each submittal.

SECTION 01 33 00 Page 3

The database and submittal management program will be furnished to Contractor via email upon request.

1.4.1 Use of Submittal Register

Submit submittal register as an electronic database, using submittals management program furnished to Contractor . Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals.

1.4.2 Contractor Use of Submittal Register

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

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

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.4.3 Approving Authority Use of Submittal Register

Update the following fields.

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

Column (l) List date of submittal receipt.

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

Column (q) List date returned to Contractor.

1.4.4 Action Codes

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

1.4.4.1 Government Review Action Codes

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, except as noted on drawings; resubmission required"; "Resubmit"

"D" - "Returned by separate correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

SECTION 01 33 00 Page 4

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply with contract requirements"; "Resubmit"

1.4.4.2 Contractor Action Codes

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

1.4.5 Copies Delivered to the Government

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

1.5 VARIATIONS

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

1.5.1 Considering Variations

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

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

1.5.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.5.3 Review Schedule Extension

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

SECTION 01 33 00 Page 5

1.6 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from QC Manager .

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

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals.

1.6.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

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

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

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

1.7 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 6

SECTION 01 33 00 Page 7

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

Replace_Water Distribution Piping_(UW1)

01 14 00 SD-01 Preconstruction Submittals

1.2.1.1 GList of Contact Personnel

01 33 00 SD-01 Preconstruction Submittals 1.4Submittal Register

01 33 29 SD-01 Preconstruction Submittals GPreliminary Sustainability

Notebook SD-11 Closeout Submittals

GFinal Sustainability Notebook 01 45 00.10 20 SD-01 Preconstruction Submittals

1.6 GQC Plan

01 78 00 SD-03 Product Data

Warranty Management Plan Warranty Tags

SD-08 Manufacturer’s Instructions Instructions

SD-10 Operation and Maintenance Data

3.3 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

GRecord Drawings 01 91 00.00 40 SD-01 Preconstruction Submittals

GCommissioning Plan SD-11 Closeout 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 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 4 PAGES

01 91 00.00 40 GFinal Commissioning Report 03 42 13.00 10 SD-01 Preconstruction Submittals

1.3.2.2Quality Control Procedures SD-02 Shop Drawings

2.1.1 GStandard Precast Units

2.1.2 GCustom-Made Precast Units

3.2.4.3Special Finishes

SD-03 Product Data 2.1.1Standard Precast Units 2.1.3Proprietary Precast Units 3.1.3Embedded Items 2.2.6Accessories

SD-05 Design Data

2.1.2 GDesign Calculations

2.1.5.1Concrete Mix Proportions

SD-06 Test Reports 1.3.2.4Test Reports

SD-07 Certificates 1.3.2.2Quality Control Procedures

SD-11 Closeout Submittals

2.2.1 SRecycled content for fly ash and

pozzolan

2.2.1 SRecycled content for Ground Iron

Blast-Furnace Slag

2.2.1 SRecycled content for Silica Fume

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 4 PAGES

03 42 13.00 10 2.2.1 SRecycled content for Synthetic Fiber Reinforcement

2.2.1 SRecycled content for steel

31 23 00.00 20 SD-01 Preconstruction Submittals

Shoring and Sheeting Plan 1.6.1Dewatering work plan

SD-06 Test Reports

1.5 GBorrow Site Testing

3.9.2.1Fill and backfill 3.9.2.2Select material 3.9.2.3Porous fill 3.9.2.4Density tests 3.9.2.5Moisture Content Tests

33 11 00 SD-03 Product Data

2.2 GPipe, Fittings, Joints and

Couplings

2.3 GValves

2.3.6 GValve Boxes

2.4.1 GHydrants

2.5 GMeters

2.2.4 GPipe Anchorage

2.6.1 GTapping Sleeves

GCorporation Stops

1.3.2.1 GBackflow Preventers

SD-06 Test Reports 3.3.1Backflow Preventer 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 4 PAGES

33 11 00 3.2.9 GBacteriological Samples SD-07 Certificates

2.2Pipe, Fittings, Joints and Couplings

2.2.1.1Lining 2.2.2.1.1Lining for Fittings 2.3Valves 2.4.1Hydrants 2.5Meters 1.3.2.1.1Backflow Prevention Training

Certificate Backflow Tester

3.2.9Disinfection Procedures SD-08 Manufacturer’s Instructions

3.2.1Manufacturer's 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 33 29

SUSTAINABILITY REPORTING

02/15

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.

U.S. DEPARTMENT OF ENERGY (DOE)

ISWG Guiding Principles (2008) High Performance and Sustainable Buildings Guidance

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

40 CFR 247 Comprehensive Procurement Guideline for Products Containing Recovered Materials

1.2 SUMMARY

This specification includes general requirements and procedures for this project to be constructed and documented per the federally mandated "Guiding Principles" (GP), UFC 1-200-02, High Performance and Sustainable Building Requirements, and other requirements identified in this specification.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to this section. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preliminary Sustainability Notebook; G

SD-11 Closeout Submittals

Final Sustainability Notebook; G

1.4 GUIDING PRINCIPLES VALIDATION (GPV)

Provide construction related sustainability documentation to verify achievement of ISWG Guiding Principles Validation (GPV). Provide the following for GPV:

a. Refer to Attachment 1, HPSB Checklist at the end of this specification section.

SECTION 01 33 29 Page 1

1.5 SUSTAINABILITY SUBMITTALS

Provide HPSB Checklist and other documentation in the Sustainability Notebook to indicate compliance with the sustainability requirements of the project.

1.5.1 "S" Submittals for Sustainability Documentation

Submit the GPV sustainability documentation required in this specification as "S" submittals. Highlight GPV compliance data in "S" submittal.

1.6 DOCUMENTATION REQUIREMENTS

Incorporate each of the following ISWG Guiding Principles Requirements into project construction; and provide documentation that proves compliance with each listed requirement. Items below are organized according to the ISWG Guiding Principles .

1.6.1 Water Conserving Fixtures

Provide only water-consuming products that are EPA WaterSense labeled, or the most efficient water fixtures available when EPA Watersense products are not available. Provide the following documentation:

Proof that water fixtures are efficient and comply with the cited requirements.

1.6.2 Environmentally Preferred Products

Use products designated for Federal procurement to meet environmentally preferred requirements. Provide the following documentation:

Provide list of environmentally preferable products used on this project that meet the requirements of UFC 1-200-02.

1.6.3 Recycled Content

Provide materials on this project with aggregated total recycled content equal to or greater than 10 percent. In addition, comply with 40 CFR 247 .

Refer to for assistance identifying products cited in 40 CFR 247 . Provide the following documentation:

a. Total amount of recycled content contained in building materials as a percentage of total cost of all building materials on the project (mechanical, electrical, and plumbing components, fire protection equipment and transportation are excluded).

b. Manufacturers documents stating the recycled content by material, or written justification for claiming one of the exceptions allowed under

RCRA 6002.

c. Substitutions: Contractor may submit for Government approval, proposed alternative products or systems that provide equivalent performance and appearance and have greater contribution to project recycled content requirements. For all such proposed substitutions, submit with the Sustainability Action Plan accompanied by product data demonstrating equivalence.

SECTION 01 33 29 Page 2

1.6.4 Waste Material Management (Recycling - Construction)

Divert construction debris from landfill disposal where markets or on-site recycling exists. Provide the following documentation:

a. Documentation showing total amount of construction debris diverted from landfill as a percentage of all construction debris on the project.

b. Include project's Construction Waste Management Plan and all dumpster haul tickets.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 SUSTAINABILITY COORDINATION

3.1.1 Coordinating Sustainability Documentation Progress

Provide sustainability focus and coordination at the following meetings to achieve sustainability goals. Contractor's designated sustainability professional responsible for GP documentation must participate in the following meetings to coordinate documentation completion.

a. Pre-Construction Conference: Discuss the following: HPSB Checklist[s], Sustainability Action Plan, Construction submittal requirements and schedule, individuals responsible for achieving each Guiding Principle Requirement.

b. Construction Progress Meetings: Review GP sustainability requirements with project team including contractor and sub-contractor representatives. Demonstrate GP documentation is being collected and updated to the Sustainability Notebook.

(1) Facility Turnover Meetings: Review Sustainability Notebook[, and TPC Online submission] for completeness and identify any outstanding issues relating to final documentation requirements.

(2) Final Sustainability Notebook Review

SECTION 01 33 29 Page 3

Checklist Manager: Evon Housen

Needed for Compliance or

N/A Justification (only

Required metrics need justification where N/A is used)

3 3 2 0 0 5

2 4 4 0 0 2

Required or

Additional Yes In Process No

Not

Assessed N/A Notes/Comments

For more information about the Guiding Principles and FEMP support: http://energy.gov/eere/femp/guiding-principles-sustainable-federal-buildings

Checklist Notes: This checklist is generated primarily for this specific project and not for the building. REPLACE WATER DISTRIBUTION SYSTEM

AROUND BARRACKS POOL AND IRM BUILDS.

Address (street, city, state, zip): 8501 Tanner Williams Road, Mobile AL 36608

Required Metrics (meet 8 of 8)

Additional Metrics (meet 4 of 10)

Baseline Guiding Principles assessment

Suggested Evidence of Compliance

(may need one or more)

Document incorporation of goals into building management

Instructions: Achieve 12 of 18 metrics to comply with the Guiding Principles for Existing Buildings, eight of eight (8 of 8) metrics specified as "Required" and four of ten (4 of 10) metrics specified as "Additional." Only metrics marked as "Yes" count towards compliance. Responses of "N/A" for Required metrics should be minimized and should be justified and documented.

5 of 18 Metrics Achieved

RQD

RQD

Meter commsioing in spec's and drawings for buld S25.

Back check this

We're close but I know of no system currently in place. For example Dave and I are as close to LEED professional as you get. We had several building assessment covering FCA and LEAD/ACM assessment. We initiated an EMS but never completed. I elieve we do have agency policy

Other

C o m m is s io n in g

2. Commissioning reports for certification purposes must be completed within two years prior to certification date. Recommissioning should be completed at least every four years thereafter to optimize building performance. Use commissioning agents who are independent of the design and construction or operating team. Commissioning should be consistent with EISA section 432 and FEMP commissioning guidance.

Commissioning report

Total Achieved (meet 12 of 18)

2016 Guiding Principles Checklist for Existing Buildings v2.1

In te g ra te d

A s s e s s m e n t, O p e ra ti o n a n d

M a n a g e m e n t

1. Through an integrated process and team, assess building and operating conditions and identify areas for improvement; establish operational goals for environmental performance; and incorporate goals into building management.

Team roster or equivalent

Other

Agency: ATCMobile

Building Name: S25

Date: 28 JJULY 2017

Department/Region: D8

Building meets ongoing operational requirements: Yes No

Per Executive Order 13693, the 2016 Guiding Principles were issued on February 26, 2016 by the White House Council on Environmental Quality, Office of Sustainability, in two documents: “Determining Compliance with the Guiding Principles for

Sustainable Federal Buildings” (GP Compliance Document), which outlines evaluation criteria on which the Guiding Principles will be scored, and the “Guiding Principles for Sustainable Federal Buildings and Associated Instructions,” which provides instructions, guidance and recommended practices. This Checklist was developed by the U.S. Department of Energy, Federal Energy Management Program, as a voluntary tool for evaluating and tracking a building’s progress towards meeting the evaluation criteria defined in the GP Compliance Document. Agencies are invited to use this Checklist as is, or to reformat it to suit agency needs. Some cells in this worksheet are protected. For the password, contact the FEMP sustainability program at the link below.

I. Employ Integrated Assessment, Operation, and Management Principles

Environmental Management System (EMS)

Guiding

Principle Metric

Site sustainability plan

Building assessment (condition assessment, EISA audit, etc.)

Site or agency-level policy for environmental performance

Federal Real Property ID:

Federal Campus:

Required or

Additional Yes In Process No

Not

Assessed N/A Notes/Comments

Suggested Evidence of Compliance

(may need one or more)

Guiding

Principle Metric

This project will start that process

Photos of alternative energy

Proof of purchase of RECs

Hourly interval metered data

Renewable energy contract

Utility records

Photos of on-site renewable

Other

4. Energy efficiency is 30% better than the current

ASHRAE 90.1 standard, AND

1. The building has an ENERGY STAR rating of 75 or higher, OR

2. Energy use is 20% below the FY 2015 energy use baseline, OR

ENERGY STAR Portfolio Manager documentation

3. A) Ensure:

ENERGY STAR Portfolio Manager documentation

Follow on project for more water efficienct fixtures within building. Follow on to water aerators project scheduled for FY17. EOY JP with SSI, will occur before this project is complete.

E n e rg y E ff ic ie n c y

RQD

B) Use energy efficient products, as required by statute

II. Optimize Energy Performance

ENERGY STAR Portfolio Manager documentation

Document reduction calculation method and results

Document reduction calculation method and results

Results of design calculations/energy modeling

3. Energy use is 30% below the FY 2003 energy use baseline, OR

Affirmative procurement reports

ADD

Photos of building-level meters

Other

ENERGY STAR Portfolio Manager documentation

Other

6. Compare building performance with energy performance benchmarks at least annually, preferably using ENERGY STAR Portfolio Manager; regularly monitor building energy performance against historic performance data and peer buildings.

Building-level utility bills

ADD

B e n c h m a rk in g

R e n e w a b le a n d

C le

E e rg y

ADD

4. Evaluate and implement, where appropriate, life cycle cost-effective renewable energy projects on-site;

consider long-term offsite renewable sources and

RECs; and utilize clean and alternative energy where possible.

M e te ri g

Agency or site purchasing policy

Purchasing contracts

Purchase orders

Spec's and drawings design of 100 year system vice 50 year system. Cost of material less than 15% of lesser material;

however, means and method would have an increased cost in labor. LCC would still be less.

Other

5. Install building level meters for electricity, natural gas, and steam; install advanced or standard meters as appropriate.

Yes In Process No

Not

Assessed N/A Notes/Comments

Suggested Evidence of Compliance

(may need one or more)

Guiding

Principle Metric

Document efficient products (photos, lists, product specs, etc.)

Agency or site purchasing policy

Intelligent meter will start to gather data

Building-level utility bills

B) Install building level meters, conduct an analysis of water use, identify and repair leaks, eliminate single pass cooling, optimize cooling tower operations, and use water efficient products.

Landscape drawing and/or narrative of landscape

Photos of efficient landscaping

2. Limit potable water use for irrigation to 50% or more below conventional practices using methodologies from (but not the numeric requirements contained in) ASHRAE standard 189.1-

2014 section 6.5.1, or current comparable standard, to calculate water use of conventional practices.

ADD

B) Either:

Document when < 25,000 sf2 of landscape is irrigated

Photos of irrigation meters

Document when no water is used to irrigate

Other

III. Protect and Conserve Water

7. A) Install building level water meters, reduce water use 20% below FY 2007 baseline, and use water efficient products, OR

Other

RQD

In d o o r W a te r U s e

Document reduction calculation method and results

Photos of building-level meters

Building-level utility bills

Other

Water use/balance analyses (includes sources, uses, and actions taken)

Agency or site purchasing policy

Photos building-level meters

ENERGY STAR Portfolio Manager documentation

Document efficient products (photos, lists, product specs, etc.)

Document when no water is used to irrigate

Other

Building-level utility bills (showing metered use for irrigation)

Other

1. Use water efficient landscaping, ORO u td o o r

W a te r U s e

Goal is to tie irrigation system in this area to the geothermal injection wells. This summer landscaping plan should consider plants and trees of this area not requiring any special irrigation

8. A) Install water meters for irrigation systems serving more than 25,000 square feet of landscape, AND

Yes In Process No

Not

Assessed N/A Notes/Comments

Suggested Evidence of Compliance

(may need one or more)

Guiding

Principle Metric

Document stormwater strategies (photos, narrative, etc.)

Stormwater permit

ADD

Other

10. Employ strategies that reduce storm water runoff and discharges of polluted water offsite to protect the natural hydrology and watershed health.

Stormwater plan

S to rm w a te r n a g e m e n t

Document use of alternative water (photos, narrative, etc.)

Other

ENERGY STAR Portfolio Manager documentation ADD

A lt e rn a ti v e W a te r

9. Consider alternative sources of water where cost-effective and permitted by local laws and regulations.

Document consideration of alternative sources

Swimming pool makeup water from geothermal injection well

Yes In Process No

Not

Assessed N/A Notes/Comments

Suggested Evidence of Compliance

(may need one or more)

Guiding

Principle Metric

IV. Enhance Indoor Environmental Quality

Other

11. Meet the current ASHRAE 55 and either 62.1or

62.2 standards for ventilation and thermal comfort.

V e n ti la ti o n a

T h e rm a l C o m fo rt

RQD

ENERGY STAR Certification

Documentation from licensed architect, engineer or qualified building professional

ADD

In d o o r A ir Q u a li ty

13. Develop and implement an indoor air quality policy that considers the following: moisture control, use of low emitting materials and products with low pollutant emissions, necessary protocols to protect indoor air quality during construction and in the finished building, prohibition of smoking in any form inside and within 25 feet of all building entrances, operable windows, and building ventilation intakes, and use of integrated pest management techniques.

Other

Other

O c c u p a n t H e a lt h a

W e ll n e s s

14. Where feasible, promote opportunities for voluntary increased physical movement of building occupants such as making stairwells an option for circulation, active workstations, fitness centers and bicycle commuter facilities; and support convenient access to healthy dining options, potable water, daylight, plants, and exterior views.

Building or site-wide health and fitness programs

Other

Compilation of individual policies

ADD

12. Maximize opportunities for daylighting in regularly occupied space, automatic dimming controls or accessible manual controls, task lighting, and shade and glare control.

ADD

Document (photos, list, narrative, etc.)

Schematic of floor layout

D a y li g h ti d L ig h ti o n tr ls

Indoor air quality policy

Fitness centers

Healthy dining options

Active/ergonomic work stations

Yes In Process No

Not

Assessed N/A Notes/Comments

Suggested Evidence of Compliance

(may need one or more)

Guiding

Principle Metric

Other

Version 2.1, 14 November 2016

VI. Assess and Consider Climate Change Risks

C li m a te

R e s il ie n c e d A d a p ta ti

Climate resilience plan

RQD

Type material in areas of aggressive water, exposure to petroleum by products, and well water with unsual ph running in system system. HAVE CROSS CONNECTIONS

PROPERLY PROTECTED.

B) Evaluate climate change impacts, including wildfire, based on mission criticality and cost, AND

RQD

18. A) Determine long-term mission criticality of the physical asset and operations to be housed in the facility, AND

C) Implement no and low cost actions to increase climate resilience.

Other

B. FSRIA section 9002, AND

Other

Waste stream report/s

Recycling contract

Other

M a te ri ls n a g e m e n t

RQD

W a s te

D iv e rs io

16. Where markets exist, provide reuse and recycling services for building occupants and divert at least 50% of non-hazardous non-construction related materials from landfills.

M a te ri a l C o n te n t a n d P e rf o rm a n c e

Agency or site purchasing policy

D. Avoid ozone depleting compounds and high GWP chemicals.

V. Reduce the Environmental Impact of Materials

ADD

17. Where markets exist, divert at least 50% of construction and demolition materials from landfills.

15. Procure products that meet the following requirements where applicable:

A. RCRA section 6002, AND

C. Federally Recommended Specifications, Standards and Ecolabels or are on the Federal

Green Procurement Compilation for other green products, as appropriate, AND

Other

Construction and Demolition (C&D) contract

Construction and demolition policy

Document no ODC and GWP chemicals

Plan to avoid ODC and GWP chemicals

For DI or CI pipes put in as part of specification. Transite pipe properly dispose of in landfill. However all piping will be demolished on place.

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

11/14

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

38800 Country Club Drive Farmington Hills, MI 48331-3439 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org

AMERICAN CONCRETE PIPE ASSOCIATION (ACPA)

8445 Freeport Parkway, Suite 350 Irving, TX 75063-2595 Ph: 972-506-7216 Fax: 972-506-7682 E-mail: info@concrete-pipe.org Internet: http://www.concrete-pipe.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 West Quincy Avenue Denver, CO 80235-3098 Ph: 303-794-7711 E-mail: distribution@awwa.org Internet: http://www.awwa.org

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@awspubs.com Internet: http://www.aws.org

SECTION 01 42 00 Page 1

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: http://www.asme.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

CSA GROUP (CSA)

178 Rexdale Blvd.

Toronto, ON, Canada M9W 1R3 Ph: 416-747-4044 Fax: 416-747-2510 E-mail:…