DARB Stormwater PhII_Stamped Specifications_Publish_Feb 2026.pdf

SPECIFICATIONS

Certified Final

USACE Louisville District

Repair & Maintain Airfield Stormwater System Phase II

Dobbins Air Reserve Base, GA

Marietta, Georgia 9 January 2025

Project #: FGWB-04-0014-P2A/B

P2#: 470584

FY2026

AE Project #:1230218

P2#470584 - Repair & Maintain Airfield Stormwater System PhII 9 January 2026 Dobbins Air Reserve Base, GA

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 01/26 SEALS PAGE

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 01/19 GENERAL REQUIREMENTS

01 33 00 01/19 SUBMITTALS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 56 00 05/25 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 03 - CONCRETE

03 62 15.00 06 07/16 FLOWABLE FILL

DIVISION 31 - EARTHWORK

31 00 00.00 06 07/18 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 16 00 03/17 CENTRIFUGALLY CAST CONCRETE PIPE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19CHG 1: 11/24 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 05/22 AGGREGATE BASE COURSE AND/OR GRADED

CRUSHED AGGREGATE BASE COURSE FOR

FLEXIBLE PAVING

32 12 13 05/24 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 11/20, CHG 1: 05/22 ASPHALT PAVING FOR AIRFIELDS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 17 23.19 11/24 AIRFIELD PAVEMENT MARKINGS

32 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

32 92 23 04/06, CHG 1: 08/21 SODDING

DIVISION 33 - UTILITIES

33 01 30.72 11/21 RELINING STORM SEWERS

33 05 23 08/15, CHG 2: 08/16 TRENCHLESS UTILITY INSTALLATION

33 40 00 11/21 STORMWATER UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 2

SECTION 00 01 07

SEALS PAGE

01/26

PART 1 GENERAL

1.1 DESIGN PROFESSIONALS OF RECORD

A. Civil Engineer:

1. Tanya L. Norman, PE

2. GA PE# 038055

3. Responsible for Divisions listed below:

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00.00 06 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 16 00 CENTRIFUGALLY CAST CONCRETE PIPE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS/FACILITIES

32 17 23.19 AIRFIELD PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK/ORNAMENTAL) AND GATES

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 01 30.72 RELINING STORM SEWERS

33 05 23 TRENCHES UTILITY INSTALLATION

33 40 00 STORMWATER UTILITIES

* For this specifications section, the seal on this page only applies to the portions pertinent to this discipline.

DOCUMENT 00 01 07 Page 1

01/09/2026

B. Structural Engineer:

1. Paul S. Carter, PE

2. GA SE# 00089

3. Responsible for Divisions listed below:

DIVISION 03 - CONCRETE

03 62 15.00 06 FLOWABLE FILL

* For this specifications section, the seal on this page only applies to the portions pertinent to this discipline.

-- End of Section --

DOCUMENT 00 01 07 Page 2

01/08/26

SECTION 01 01 00

GENERAL REQUIREMENTS

01/19

PART 1 GENERAL

1.1 PROJECT INFORMATION

This project includes the all work necessary to maintain the stormwater drainage systems on Dobbins ARB.

1.1.1 Contract Drawings and Specifications

a. Drawings for Dobbins Airfield Storm Water System Phase 2.

b. 01 01 00 GENERAL REQUIREMENTS

c. 01 33 00 SUBMITTALS

d. 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

e. 01 50 00 TEMPORARY ENVIRONMENTAL CONTROLS

f. 01 56 00 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS

g. 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

h. 02 41 00 DEMOLITION

i. 03 62 15.00 06 FLOWABLE FILL

j. 31 00 00.00 06 EARTHWORK

k. 31 11 00 CLEARING AND GRUBBING

l. 31 16 00 CENTRIFUGALLY CAST CONCRETE

m. 32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

n. 32 11 23 AGGREGATE BASE COURSES

o. 32 12 13 BITUMINOUS TACK AND PRIME COATS

p. 32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

q. 32 12 16.16 ROAD-MIX ASPHALT PAVING

r. 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT

s. 32 17 23.19 AIRFIELD PAVEMENT MARKINGS

t. 32 31 13.53 HIGH-SECURITY FENCES

u. 32 92 23 SODDING

v. 33 01 30.72 RELINING STORM SEWERS

w. 33 05 23 TRENCHLESS UTILITY INSTALLATION

x. 33 40 00 STORM DRAINAGE UTILITIES

1.2 SUBMITTALS

Submittals shall be submitted in accordance with Section 01 33 00, SUBMITTAL PROCEDURES.

NOTE: The contractor shall obtain Government approval of all materials and equipment requiring submittals prior to bringing these materials and equipment onto Dobbins ARB for installation and incorporation into the work. The contractor shall follow section 01 33 00 of the basic contract in obtaining Government approval.

1.2.1 Administrative or Close-out Submittal

SD-11 Closeout Submittals

a. Construction Phasing (ref: paragraph 3.2.1)

b. Daily Progress Reports to Contracting Officer within 2 hours of shift completion

c. Quality Control Plan , (ref: paragraph 3.16.6)

SECTION 01 01 00 Page 1

d. As-built drawings (After construction complete)

e. DD Form 1354 INTERIM – Required prior to final inspection. Coordinate requirements with COR prior to submission

Contractor shall video inspection all piping systems that are covered under this scope of work. Provide three (3) copies on CD’s to COR.

Contractor responsible for repairing any deficiencies discovered by the video inspection with the work they performed. The piping systems are a minimum of 12” diameter and the total feet is estimated at 5,303 LF (Contractor to account for 5,800 LF in bid to account for any field overruns). Contractor is not responsible for repairing any deficiencies discovered during the inspection of Phase I piping systems. Provide three

(3) CD’s to COR for this work.

1.3 GENERAL DESCRIPTION

1.3.1 Location

The project is located at Dobbins Air Reserve Base, Georgia.

1.3.2 Project Description

This project encompasses the work necessary to maintain the stormwater drainage systems east of Taxiway 'J' on Dobbins ARB. Areas where the slopes have failed or where they have been disturbed from previous repair will be regraded and have sod applied to obtain stabilization and positive drainage. Work shall include all maintenance items identified in basin III, IV, and V on the airfield.

In addition to the work associated with correcting the grades around the airfield, the cleaning of existing flumes, pipes, and swales is required to reestablish proper drainage patterns. New concrete flumes will be installed at various locations throughout the airfield to reestablish positive drainage and prevent future erosion and standing water.

Repair and maintenance of the existing storm pipe system will be facilitated through the installation of additional access manholes throughout the drainage system. The corrections of the existing system will be attained via pipe cleaning and lining as outlined in the specifications. In areas where pipe lining is not feasible the system will be repaired through replacement of the existing system.

This project will also include the removal of trees on the south side of the runway to a distance established on the approved plans. This work will be completed in and around the State Water buffer and jurisdictional wetlands. No work will be allowed in jurisdictional areas until all permits have been received.

1.4 GOVERNMENT INSPECTOR

The Base Civil Engineer, or his authorized representative, is designated as the representative of the Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract. This clause does not authorize anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

SECTION 01 01 00 Page 2

1.5 ORAL STATEMENTS

No oral statement by any government official shall in any manner or degrees modify or otherwise affect the terms of this contract.

1.6 NO GOVERNMENT WAVER

The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred will not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

1.7 AS-BUILT DRAWINGS

1.7.1 As-Built Drawings

Maintain at the jobsite 2 sets of full-size contract drawings. Any deviations from the contract drawings shall be marked legibly and accurately with a red pen. These drawings shall be available for review by the Contracting Officer at all times. Submit one marked set of prints to the Contracting Officer no later than 30 calendar days after work is deemed substantially performed or beneficial occupancy is taken.

1.8 BASE POINT OF CONTACT

1.8.1 Airfield Management Point of Contact Shall Be:

Mrs. Felicia Shropshire; (678) 655-8859

1.8.2 Base Civil Engineering Point of Contact Shall Be:

Mr. Nigel Perry; 678-655-4808

1.9 FOD CHECKPOINTS

FOD checkpoints must be established in construction areas to access active airfield area. Checkpoint shall be kept clean at all times per the contract documents. If the area is not deemed clean by the Airfield Management POC or Base CE POC, the Contractor at no cost to the government shall have the site cleaned by a vacuum truck until accepted by either POC.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 BASE REGULATIONS

The Contractor and his employees and subcontractor shall become familiar with and obey all base regulations, including fire, traffic, airfield, safety, environmental, and security regulations. Regulations are available upon request. All personnel employed on subject contract shall keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless previously cleared for such entry.

The Contractor's equipment shall be conspicuously marked for identification.

SECTION 01 01 00 Page 3

3.2 WORK SCHEDULE

The Contractor shall schedule his work to cause the least amount of interference with base operations. Work schedules shall be subject to the approval of the Contracting Officer. Under no circumstances shall fire water system be out of service for more than 5 calendar days. Permission to interrupt any base roads and/or utility service shall be requested in writing a minimum of 10 calendar days prior to the desired date of interruption. Interruption shall not take place without specific approval from the Contracting Officer.

The contractor is to include up to ten (10) days of work stoppage in the schedule for unforeseen airfield activities that would prevent work within the airfield. This stoppage will be included at no additional cost to the government nor will it result in an increase in the allotted completion time unless so directed by the Contracting Officer.

The total expected time to complete this project shall not exceed 420 Days.

Any required outage of taxiways, runways, or aircraft operations shall be detailed in the schedule. These outages shall be requested in writing a minimum of 45 days in advance.

3.2.1 Construction Phasing

Thirty (30) days prior to commencing work, provide to the Contracting Officer, for approval, a plan, which indicates the Timeline of start to completion of each construction phase.

After completion of field work, Contractor shall video inspection all piping systems that are covered under this scope of work. Provide three

(3) copies on CD’s to COR. Contractor responsible for repairing any deficiencies discovered by the video inspection with the work they performed. The piping systems are a minimum of 12” diameter and the total feet is estimated at 5,303 LF (Contractor to account for 5,800 LF in bid to account for any field overruns). Provide three (3) CD’s to COR for this work.

3.3 WORK HOURS

The normal hours of work for the performance of this contract will be from 7:30 AM to 5:00 PM except as otherwise expressly provided in this contract. The workdays will be Monday through Friday, with Federal holidays excluded. Alternate work hours require written permission of the Contracting Officer. The contractor must submit a written request for permission to work to the Contracting Officer at least 2 working days in advance of the date when the contractor desires to deviate from the normal hours and days. Permission to deviate will be predicated on complete justification for the request after due consideration to a larger work force and more equipment during normal hours, and providing the contractor defrays the additional costs to the Government including, but not limited to, inspection computed in accordance with existing Government regulations. If permission is granted by the Contracting Officer, written authority will be furnished to the contractor prior to the date the contractor desires to deviate from the normal hours or days. The Contracting Officer may also direct performance as authorized by the General Provisions by reference clause entitled "Schedule for Construction Contract."

SECTION 01 01 00 Page 4

3.4 OPERATIONS ON THE AIRFIELD

Airfield operations are a key function of the daily activity at Dobbins ARB. As such the contract will limit at all times the disruption to air traffic. This means that constant coordination will be required with base airfield personnel when working within the perimeter of the airfield. It is imperative that this be maintained for the safety of the contractor and those operating the aircraft and airfield operations. In order to aid the contractor in scheduling the work in the airfield the following items should be noted:

1. The normal airfield operating hours are from 6 AM to 11 PM, unless otherwise notified by Airfield Operations.

2. Unless otherwise notified by Airfield Operations the field has a scheduled closure the last Saturday of each month from 7 am to 4 pm.

3. A closure of no longer than four (4) consecutive days may be scheduled with Base Airfield operations when a 30 day notification and coordination are completed through the Contracting Officer.

While working in the clear zones shown on the plans, the contractor will be required to abandon the clear zone when notified by the Airfield Operations, personnel and equipment when practical for the safety of the construction workers and flight/field crews.

3.5 EXISTING WORK

The removal or altering in any way of existing work shall be carried on in such a manner as to prevent personal injury or damage to any portions of the existing work that remains.

3.6 SANITATION

Adequate sanitary conveniences of a type approved for use by persons employed on the work shall be provided. Sanitary conveniences shall be properly secluded from public observation, and maintained by the Contractor in such a manner as required or approved by the Contracting Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, the contractor shall remove the conveniences from the premises, leaving the premises clean and free from nuisance.

3.7 UTILITIES

All reasonable quantities of government provided utilities shall be made available to the contractor without charge. Any temporary telephone service shall be requested by the contractor from the local Telephone Company providing service to Dobbins ARB. The contractor shall not tamper with, connect or access any Government communication facility, equipment or cable without express written consent from the Contracting Officer.

Any temporary connections or lines that may be required shall be installed, maintained, and removed by the Contractor at his expense and in a manner satisfactory to the Contracting Officer. Contractor shall remove all temporary connections and lines prior to final acceptance of the construction.

3.8 UTILITY SERVICE INTERRUPTION

The Government shall not be held responsible for interruptions of utility

SECTION 01 01 00 Page 5 services and shall not be liable for Contractor delays, damages, or increased costs occasioned by any such interruption of services.

3.9 OPTIONAL REQUIREMENTS

Where a choice of materials or methods, or both, is permitted in this contract, the Contractor will be given the right to exercise the option unless otherwise required by the specification or plans.

3.10 MATERIAL APPROVAL SUBMITTAL PREPARATION

"Material and Workmanship" shall be accomplished on and in accordance with the instructions to AF Form 3000, Material Approval Submittal. Material Approval Submittals shall contain complete information for the product proposed. The information shall be in enough detail to allow the Government to determine acceptability. Information to be provided includes, but is not limited to: a description of all salient features of the product, descriptive literature and manufacturer's cut sheet (if available), plus an explanation as to precisely why and how the material or item submitted meets or exceeds all required functions, performance and quality specifications.

3.11 MATERIAL DISPOSITION

3.11.1 Material/Equipment Title

Title to materials and equipment to be demolished, except Government salvage and historical items, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.11.2 Contractor Salvage

Contractor shall salvage items and materials to the maximum extent possible. Material salvaged for the Contractor shall be stored as approved by the Contracting Officer and removed from Government property before completion of the contract. The contractor shall not sell salvaged material on the site.

3.12 CLEAN-UP

Remove and transport debris in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply. The contractor shall maintain a clean and orderly work site.

3.13 SAFETY REQUIREMENTS

The contractor shall initiate and maintain programs that comply with the provisions of 29 CFR parts 1926 and 1910 of the Occupational Safety and Health Standards. These programs shall include the education and training of employees and subcontractors' personnel in the recognition, avoidance, and prevention of unsafe conditions and practices.

3.14 FIRE PROTECTION

The contractor shall be responsible for furnishing adequate and proper fire protection during all phases of work on site. Contact the base Fire Department in the event of emergency.

SECTION 01 01 00 Page 6

3.15 FACILITIES AND SERVICES

The contractor is responsible for storage of all materials. Storage areas shall be shown on the site plan and approved by the Contracting Officer.

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

The contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment, as directed. Two transmitters shall be provided by the government to the contractor for use during construction.

3.16.2 Materials Burning

Burning of trash, timber and any other debris on government property is not permitted.

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

Obtain these pursuant to paragraph 3.1 of this specification. Permits are required for, but are not necessarily limited to, welding, and digging.

3.17.1.1 Government Digging Permits

The requirement for digging or excavation permits (AF Form 103) shall be applicable for Government-owned utilities such as water, gas, electrical, sewer, fiber optics, telephone cable and communication cables for radar, weather and navigational aids cable.

3.17.1.1.1 Procedures for Government Digging Permits

Contractor shall not dig or penetrate the grade anywhere on Dobbins ARB without a Government approved, signed AF Form 103, Dig Permit.

It is the contractor’s responsibility to initiate and renew the dig permit as required for the construction location.

Contractor initiates the dig permit process by contacting Georgia 811.

Contractor should coordinate with the Contracting Officer Representative (COR) for proper procedures.

Contractor shall mark the area on site where digging is to occur. This shall be done the same day the dig permit is initiated. Utility locator’s have 14 days to sign the initial digging permit.

Contractor shall maintain all markings during construction performance period.

Contractor will maintain a signed copy of AF Form 103, Dig Permit, on site during digging.

Once a digging permit is issued, the contractor must hand dig and locate all marked utilities within 5 feet of the area to be worked on. Contractor shall fill all holes prior to project completion.

SECTION 01 01 00 Page 7

If, during the life of the digging permit, utility markings are removed by the contractor or his subcontractor the contractor shall be responsible for replacing all markings.

3.17.1.2 UPC Digging Permits

The procedures set forth for Government-owned utilities shall not apply to utilities which are governed by the Utilities Protection Center (UPC) under the auspices of the State of Georgia. UPC utilities on Dobbins ARB include television cable, telephone cables, data cables, etc. Procedures for utilities governed by the UPC shall be followed in accordance with Georgia Utility Facility Protection Act (GUFPA). The contractor is required to obtain a UPC digging permit prior to digging on Dobbins ARB.

The government is not responsible for issuing or monitoring UPC digging permits.

3.17.1.3 Utility Damage

The Contractor must immediately notify the Government technical representative and UPC in the event that utility damage occurs. If damage to utilities is due to contractor non-compliance with permit instructions or contract requirements, repairs required shall be at the contractor's expense. Fiber optic cables, which cannot be repaired to meet the minimum allowable decibels, will be replaced at the contractor's expense.

3.17.1.4 Welding Permits

Obtain welding permits on a daily basis from the Base Fire Department.

3.17.2 Severe Weather Protection

In the event of severe weather, the contractor shall take precautions to minimize any danger to persons, and protect the work and any 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.

3.17.3 Clean Tire Policy

Dobbins ARB has a clean tire policy at work sites. The purpose of this policy is to reduce or eliminate the transport of mud from the work area onto public rights of way by motor vehicles leaving the site or by runoff from the site. Clean and remove mud from the wheels of vehicles prior to entrance to public rights of way. The site exit shall be maintained in order to prevent tracking or flow of mud onto public rights of way.

Immediately remove all materials spilled, dropped, washed or tracked from any vehicle or site onto any roadway or into any storm drain. Compliance with the clean tire policy, by Contractor and Sub-contractor personnel, shall be the sole responsibility of the Contractor.

3.17.4 Erosion and Sediment Control

Take positive steps to minimize siltation and erosion during the work.

Comply with the requirements of Section 01 56 00, drawings, and all other related specification sections. The contractor must submit a completed Erosion, Sedimentation, and Pollution Control Plan (form attached behind this specification) to the DARB COR prior to beginning work. The contractor must use GA SWCC Best Management Practices (BMPs) and these

SECTION 01 01 00 Page 8

BMPs will need to be installed prior to any clearing or grubbing.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobbins ARB shall comply with the requirements of Section 01 56 00.

3.17.6 Quality Control Plan

The contractor shall be required to institute a comprehensive Quality Control Program in order to assure himself and the Government that all materials and workmanship are in strict accordance with the provisions of the specifications. Within 10 calendar days after receipt of Notice to Proceed, the contractor shall submit his Quality Control Program Plan to the Contracting Officer for review and approval. The plan shall contain, at a minimum, identification of procedures for quality control, the type and model of major pieces of equipment to be used on-the-job, ordering procedures for materials, and procedures to ensure adequate progress.

3.17.7 Hazardous Spill Reporting

The contractor shall report any spill of oil or hazardous substances to the Fire Department service desk at Ext. 911 from a government phone, or

(678) 655-4840 from a commercial phone (24 hours per day, 7 days per week). The contractor shall take every reasonable precaution to prevent the spillage of oil or other hazardous substances.

3.18 DD FORM 1354

Completion of a DD1354 Package is required for this project. A draft version of the DD1354 included as an attachment to this specification.

Electronic copies will be available from the COR. Follow the instructions given for executing the DD1354 and coordinate its submission with the COR.

3.19 Land Disturbance Permit

Contractor shall perform the following actions for receipt of land disturbance permit through Cobb County:

1. Submit a Notice of Intent (NOI) and required fee to the Georgia Environmental Protection Division (EPD).

2. Provide Cobb County Community Development Agency with a copy of the

NOI.

3. Provide Cobb County Community Development Agency with a CD of the approved drawings stamped by Cobb County. CD to be provided by the Government.

4. Provide Cobb County Community Development Agency with a 24-hour contact person for erosion and sediment control.

3.20 Additional Permits

Contractor shall obtain, at their own expense, the following permits as required for this project.

1. Georgia Environmental Protection Division

SECTION 01 01 00 Page 9

a. General Storm Water NPDES for Construction Activities

b. Buffer Variance Application

2. US Army Corps of Engineers

a. Section 404 Nationwide Permit

3. Cobb County

a. County Buffer Variance Application

3.21 DAILY PROGRESS REPORTS

Submit a Daily Progress Report to Contracting Officer within 2 hours of shift completion that identifies the work and requirements completed and documented to date. Should a delivery date fall on a weekend or a holiday, the submittal shall be due the next working day thereafter. The Government will compare the Daily Progress Report and the available data for contract adherence. Failure to adhere to the schedule for completion of requirements, including the associated documentation will be cause for withholding the monthly progress payment until the information is updated and in accordance with the specifications.

-- End of Section --

SECTION 01 01 00 Page 10

SECTION 01 33 00

SUBMITTALS

01/19

PART 1 GENERAL

1.1 REFERENCES - NOT USED

1.2 DEFINITIONS

Submittal Definition, Shop drawings, product data, samples, administrative and closeout submittals, and additional data presented for review and approval by the Government.

Schedule of Submittal Descriptions

SD-AA, Progress Schedule

Schedule for performance of work for the project, Contract Progress Schedule. (A type of administrative or closeout submittal.)

SD-BB, Progress Reports

Bi-weekly progress reports on work completed, Progress Report. ( A type of administrative or closeout submittal.)

SD-01 Preconstruction Submittals

Government approved Division 01 preconstruction submittals that are required prior to or commencing with the start of work must be submitted within 30 calendar days of contract award unless specified elsewhere in the specifications. Contractor approved Division 01 submittals that are required prior to or commencing with the start of work must be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS) Submittal Register

Schedule Of Prices Or Earned Value Report Accident Prevention Plan

Health And Safety Plan

Work Plan

Quality Control (QC) plan Environmental Protection Plan

SD-02 Shop Drawings

SECTION 01 33 00 Page 1

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

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

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

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

SD-05 Design Data

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

Design submittals, design substantiation submittals and extensions of design submittals.

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

Report that 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 2 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 Safety Data Sheets(SDS)concerning impedances, hazards and safety precautions.

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.

1.3 Submittals

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Shop Drawings

SD-03 Product Data

SECTION 01 33 00 Page 3

Product Data

SD-04 Samples

Samples

1.4 SUBMITTAL TYPES

1.4.1 Material Submittals

Submittals for which review and approval will be made to ensure that the materials installed and process used for installation are in compliance with the design concept and contract documents. These include, but are not limited to, those items shown in paragraph 1. 3 of this section.The following are examples of material approval data items:

a. Shop Drawings : As used in this Section, drawings, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate a portion of the work. Types are as listed in the paragraph 1. 3, entitled "Schedule of Submittal Descriptions (SD)."

b. Product Data : Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate a portion of the work, but not prepared exclusively for this Contract. Types are as listed in the paragraph 1. 3, entitled "Schedule of Submittal Descriptions (SD)."

c. Samples : Physical examples of products, materials, equipment, assemblies, or workmanship, physically identical to a portion of the work, illustrating a portion of the work or establishing standards for evaluating the appearance of the finished work or both. Types are as listed in the paragraph 1. 3, entitled "Schedule of Submittal Descriptions (SD)."

NOTE: USE THE ATTACHED MINIMUM SUBMITTALS (File Name: AF Form 66 for 01 56 00 spec. Add additional rows to this spreadsheet for required submittals.}

1.4.2 Administrative and Closeout Submittals

Submittals of data for which review and approval will be to ensure that the administrative requirements of the contract are adequately met but not to ensure directly that the work is in accordance with the design concept and in compliance with the Contract documents. Submittals of this type include, but are not limited to, those items shown in paragraph 1. 3 of this section.

1.4.3 Approving Authority

The approving authority for all submittals shall be the Contracting Officer.

1.4.4 Work

As used in this Section, the construction required by the Contract documents, including labor necessary to produce the construction and

SECTION 01 33 00 Page 4 materials, products, equipment, and systems incorporated or to be incorporated in such construction and including materials, products, equipment, and systems produced both on and off-site.

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.5.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings." These submittals still have to be submitted to the Government but they are not subject to Government review.

1.6 PROCEDURES FOR ADMINISTRATIVE AND CLOSEOUT SUBMITTALS

1.6.1 Dobbins ARB Requirement

Administrative and closeout submittals shall be provided as the work progresses in accordance with the time frames established within the contract for each item. Should a delivery date fall on a weekend or a holiday, the submittal shall be due the next working day thereafter.

1.6.2 Sequencing

Unless otherwise stated, the Government shall have fifteen (15) working days for review and acceptance of each administrative/closeout submittal.

1.6.3 Scheduling

All administrative/closeout submittals shall be submitted by letter to the Contracting Officer. The format shall be as specified for each item at the point in the contract which establishes the requirement. If a format and applicable forms are not specified, the submittal may be made on 8 1/2" by 11" plain bond paper, double-sided. The item shall be neatly and legibly handwritten or typed.

1.6.4 Dobbins ARB Requirement

Warranties and operating instructions are required at the completion of the contract work and shall be submitted no later than thirty (30) calendar days after work is deemed to be substantially performed or beneficial occupancy is taken. Four copies of all warranties and operating instructions shall be provided unless otherwise specified. The Government shall have thirty (30) calendar days for review and acceptance. Operation and maintenance manual data also shall include

SECTION 01 33 00 Page 5 components required in the various technical sections of this specification.

1.6.5 With the exception of as-built drawings, drawings included in an administrative or closeout submittal shall conform to the requirements of paragraph 1.6.3 of this section.

1.6.6 Unless otherwise stated, administrative and closeout submittals shall be submitted in quantities of four, one original and three copies.

1.7 PROCEDURES FOR MATERIAL SUBMITTALS

1.7.1 Limits and Constraints Regarding Material Submittals

a. Submittals shall be complete for each portion of the work; components of the work interrelated as a system shall be submitted at the same time.

b. When submittal acceptability is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

c. Submittals of information not required as a submittal, or covering work for which the submittals have been returned as "approved" or "approved as noted," will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which the item functions.

e. The work shall conform to approved submittals as approved. In the event a previously approved submittal has an error or omission, the contractor shall revise the submittal and resubmit for approval.

Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addenda and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved.

f. Approval of a submittal by the Contracting Officer shall not relieve the Contractor from the responsibility to provide materials which comply with project specifications.

g. All material submittals must be submitted on an AF Form 3000, entitled Material Approval's submittal.

Review of submittals by the government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the contractor from responsibility for errors and omissions.

1.7.2 Scheduling of Material Submittals - SUBMITTAL REGISTER (AF Form 66)

a. Material submittals requiring government review and/or approval are defined in each section of the specification and designated on the Submittal Register as "G". Material submittals requiring Architectural and Engineering review and/or approval are defined in each section of the specification and designated on the Submittal Register as "A/E". The Submittal Register contains a listing of items of

SECTION 01 33 00 Page 6 equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The contractor shall complete and submit the forms to the Contracting Officer for approval within 15 calendar days after Notice-to-Proceed or at the direction of the Contracting Officer. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. The submittal register and the progress schedule shall be coordinated. The Contractor shall carefully control his/her procurement operations to ensure that each individual submittal is made on or before the Contract scheduled submittal date shown on the approved "Submittal Register." Approval must be obtained from the Contracting Officer before the Contractor initiates any work for which material submittals are required. Submittals for critical items or long lead items shall be submitted individually to expedite processing.

b. The Contractor shall coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittal processing. Also, coordinate and sequence different categories of submittals for same work and for interfacing units of work, so that one will not be delayed by coordination with another.

c. Except as otherwise specified, the Government will have fifteen (15) working days, beginning with receipt by the Contracting Officer, for review and approval of each material submittal. The period of review is the same for both the submittal and resubmittal.

d. For submittals requiring approval by the Fire Protection Engineer, the Government shall have, beginning with receipt by the Contracting Officer, 30 calendar days for review and approval of the submittal.

The period of review is the same for both the submittal and resubmittal.

e. Resubmittal's for disapproved items shall be made within the time specified on the AF Form 3000 by the Contracting Officer.

1.7.3 Contractor Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and Contract documents.

b. Ensure that material is clear and legible. Ensure required specialty stamps are affixed and signed.

c. Stamp each sheet of each submittal with the Contractor's certificating stamp, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. Word the submittal stamp as follows:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated into Project Number

____________,_______, is in compliance with the Contract drawings and specifications, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by __________________ Date _____________"

SECTION 01 33 00 Page 7

Note that this certification shall be placed on data attached to the AF Form 3000, not the AF Form 3000 itself.

d. Sign the Contractor's certification. The person signing the certification shall be one designated in writing by the Contractor as having that authority. The signature shall be in original ink.

Stamped signatures are not acceptable.

e. Transmit submittals to the Contracting Officer in orderly sequence, to prevent project delays and delays in work by the Government or separate contractors.

f. Proposed deviations from the contract requirements shall be clearly identified. Advise the Contracting Officer of submittals which include a proposed deviation requested by the Contractor, the reason for deviation shall be annotated on the submittal. The notification shall be inserted directly under the AF Form 3000 and shall clearly state that the submittal includes deviations from the specifications and drawings. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved.

g. Correct and resubmit submittal as directed by the Contracting Officer. Direct specific attention, in writing or on resubmitted submittal, to revisions not requested by the Contracting Officer on previous submissions.

h. Retain a copy of approved submittals at the project site, including the Contractor's copy of approved samples.

i. Furnish additional copies of submittals if requested by Contracting Officer, limit of 5.

j. Ensure no work is begun until the submittals for that work have been returned as "approved" or "approved as noted," except to the extent that a portion of the work must be accomplished as a basis of the submittal.

k. If an "or equal" product is submitted for approval, the contractor shall identify in the submittal what features are the same as the brand name product and what differences exist between the equal product and the brand name product.

1.7.4 Approving Authority's Responsibilities

a. Submittals will be reviewed for approval with reasonable promptness and only for conformance with project design concepts and compliance with the Contract documents.

b. Submittals will be returned with one of the following notations:

(1) Submittals marked "approved" or "approved as submitted" authorize the Contractor to proceed with the work covered.

(2) Submittals marked "approved as noted" authorize the Contractor to proceed with the work as noted provided the Contractor takes no

SECTION 01 33 00 Page 8 exception to the notations and complies with all notations.

(3) Submittals marked "disapproved" indicate the submittal does not comply with the design concept or the requirements of the Contract documents and shall be resubmitted with appropriate changes.

1.8 FORMAT AND QUANTITY OF MATERIAL SUBMITTALS

1.8.1 Transmittal Form

Use of Transmittal Form AF Form 3000 is required. Transmit each submittal, except sample installations and sample panels, to the office of the Contracting Officer.

1.8.2 Identifying Submittals

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

a. Project title and location.

b. Construction Contract number.

c. The Section and Paragraph number of the Specification Section in which the submittal is required.

d. Submittal number - Submittals shall be numbered sequentially by date submitted including re-submittals. Each submittal number shall be unique. A resubmittal shall be numbered in sequence as though an original submittal and shall include a reference to the submittal number for which the resubmittal is being made.

e. The name, address, and telephone number of the subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

f. Product identification and location in project.

g. All submitted documents or files pertaining to a certain item needs to reference the section and paragraph number in the file or document title. Identify within the document by circling or highlighting all the requirements showing that it meets the specification and which item number it refers to.

1.8.3 Format and Quantity for Ship Drawings

a. For shop drawings presented on sheets larger than 8 1/2-inches by 14 inches, submit one reproducible and three prints of each required shop drawing prepared for this project.

(1) Transmit re-producibles rolled in mailing tubes.

(2) Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information "Identifying Submittals."

SECTION 01 33 00 Page 9

(3) After review, the approving authority will retain the prints and return only the reproducible with notation resulting from the review.

b. For shop drawings presented on sheets 8 1/2-inches by 14 inches or less, conform to the format and quantity requirements for product data, and present as a part of the bound volume for the submittals required by the Section.

c. Dimension drawings, except diagrams and schematic drawings; prepare dimensioned drawings to scale. Identify materials and products for work shown.

d. Shop drawings shall be not less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

1.8.4 Format and Quantity for Product Data

a. Submit submittals of product data.

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

c. Indicate, by prominent notation, each product which is being submitted; indicate the Section and paragraph numbers to which it pertains.

d. Supplement product data with material prepared for the project to satisfy submittal requirements for which product data does not exist.

Note that the material is developed specifically for the project.

1.8.5 Format and Quantity of Samples

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

(1) Sample of equipment or device: Full size.

(2) Sample of materials less than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of materials exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of linear devices or materials, such as, conduit and handrails: 10-inch length or length to be supplied, if less than 10 inches.

(5) Sample of non-solid materials, such as, sand and paint.

(6) Color selection samples: 2 inches by 4 inches.

(7) Sample panel: 4 feet by 4 feet.

(8) Sample Installation: 100 square feet.

SECTION 01 33 00 Page…