Specifications.pdf

Dobbins Airfield Storm Water Phase 1

Dobbins Air Reserve Base, GA

SPECIFICATIONS

Certified Final Design Submital

USACE Louisville District

Project #: FGWB-04-0014-P1

P2#: 459023

FY2018

11 July 2017

AE Project #:1170116

Attachment 1 FA6703-17-B-0003

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Dobbins Airfield Storm Water System Phase 1 Certified Final Submittal Dobbins ARB FGWB-04-0014-P1

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 -- GENERAL CONDITIONS

01 01 00 GENERAL REQUIREMENTS

01 30 00 SUBMITTALS

01 56 00 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 -- CONCRETE

03 62 15.00 06 FLOWABLE FILL

DIVISION 31 -- EARTHWORK

31 00 00.00 06 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 16 00 CENTRIFUGALLY CAST CONCRETE PIPE

31 32 11 SOIL SURFACE EROSION CONTROL

31 36 00 WIRE MESH GABIONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13.63 GILSONITE MODIFIED ASPHALT EMULSION SEAL COATS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 11 BITUMINOUS SURFACE TREATMENT

32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING

32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 92 23 SODDING

DIVISION 33 -- UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

Dobbins Airfield Storm Water System Phase 1 Certif ied Final Submittal

SECTION 01010

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT INFORMATION

This project includes the all work necessary to mai ntain the stormwater drainage systems west of Taxiway 'J' on Dobbins ARB.

1.1.1 Contract Drawings and Specifications

a. Drawing for Dobbins Airfield Storm Water System Pha se 1, Dated 20 May 2017

b. 01 01 00 GENERAL REQUIREMENTS

c. 01 30 00 SUBMITTALS

d. 01 56 00 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS

e. 02 41 00 DEMOLITION

f. 03 62 15.00 06 FLOWABLE FILL

g. 31 00 00.00 06 EARTHWORK

h. 31 11 00 CLEARING AND GRUBBING

i. 31 16 00 CENTRIFUGALLY CAST CONCRETE PIPE

j. 31 32 11 SOIL SURFACE EROSION CONTROL

k. 31 36 00 WIRE MESH GABIONS

l. 32 01 13.63 GILSONITE MODIFIED ASPHALT EMULSION SEA L COATS

m. 32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

n. 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

o. 32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

p. 32 12 10 BITUMINOUS TACK AND PRIME COATS

q. 32 12 11 BITUMINOUS SURFACE TREATMENT

r. 32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING

s. 32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

t. 32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS

u. 32 17 23 PAVEMENT MARKINGS

v. 32 92 23 SODDING

w. 33 40 00 STORM DRAINAGE UTILITIES

1.2. SUBMITTALS

Submittals shall be submitted in accordance with Se ction 01 30 00, SUBMITTALS.

NOTE: The contractor shall obtain Government approv al of all materials and equipment requiring submittals prior to bringing th ese materials and equipment onto Dobbins ARB for installation and incorporation into the work. The contractor shall follow section 01 30 00 of the bas ic contract in obtaining Government approval.

1.2.1. Administrative or Close-out Submittal

a. Construction Phasing (ref: paragraph 3.2.1)

b. Daily Progress reports to Contracting Officer wi thin 2 hours of shift completion

c. Quality Control Plan, (ref: paragraph 3.17.6)

d. As-built drawings (After construction complete)

1.3. GENERAL DESCRIPTION

1.3.1. Location

The project is located at Dobbins Air Reserve Base, Georgia. Project site is located west of Taxiway J and includes the area to extending the Western most perimeter of the facility.

1.3.2. Project Description

This project encompasses the work necessary to main tain the stormwater drainage systems west of Taxiway 'J' on Dobbins ARB. Areas w here the slopes have failed or where they have been disturbed from previous rep air will be regraded and have sod applied to obtain stabilization and positive dr ainage. Work shall include all maintenance items identified in basin II on the airfield.

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

Repair and maintenance of the existing storm pipe s ystem will be facilitated through the installation of additional access manho les throughout the drainage system. The corrections of the existing system wil l be attained via pipe cleaning and lining as outlined in the specificatio ns. 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 north side of the runway to a distance established on the approved pl ans. 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 represen tative, is designated as the representative of the Contracting Officer for the p urpose of technical surveillance of workmanship and inspection of mater ials for work being performed under this contract. This clause does not authoriz e anyone other than the Contracting Officer to commit the Government to cha nges in the terms of the contract.

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 contra ct.

1.6 NO GOVERNMENT WAIVER

The failure of the Government in any one or more in stances 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 ter ms or option on any future occasion.

1.7 AS-BUILT RECORDS

1.7.1 As-Built Drawings

Maintain at the jobsite 2 sets of full-size contrac t 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 substant ially performed or beneficial occupancy is taken.

1.8 Base Point of Contact

1.8.1 Base Operations Point of Contact shall be:

Mr. T. Wesley Jones; 678-773-1191

1.8.2 Base Civil Engineering Point of Contact shall be:

Mr. Nigel Perry; 678-655-4808

PART 2 PRODUCTS (Not Applicable)

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, traf fic, airfield, safety, environmental, and security regulations. Regulatio ns are available upon request. All personnel employed on subject contrac t shall keep within the limits of the work and avenues of ingress and egres s. Do not enter any restricted areas unless previously cleared for such entry. The Contractor's equipment shall be conspicuously marked for identif ication.

3.2 WORK SCHEDULE

The Contractor shall schedule his work to cause the least amount of interference with base operations. Work schedules shall be subj ect 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 writin g a minimum of 10 calendar days prior to the desired date of interruption. In terruption shall not take place without specific approval from the Contractin g Officer.

The contractor is to include up to ten (10) days of work stoppage in the schedule for unforeseen airfield activities that wo uld prevent work within the airfield. This stoppage will be included at no add itional 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 sh all not exceed 365 Days.

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.

3.3 WORK HOURS

The normal hours of work for the performance of thi s contract will be from 7:30 AM to 5:00 PM except as otherwise expressly provide d in this contract. The workdays will be Monday through Friday, with Federa l holidays excluded.

Alternate work hours require written permission of the Contracting Officer. The contractor must submit a written request for permis sion to work to the Contracting Officer at least 2 working days in adva nce of the date when the contractor desires to deviate from the normal hours and days. Permission to deviate will be predicated on complete justificatio n for the request after due consideration to a larger work force and more equip ment during normal hours, and providing the contractor defrays the additional cos ts to the Government including, but not limited to, inspection computed in accordance with existing Government regulations. If permission is granted b y the Contracting Officer, written authority will be furnished to the contract or prior to the date the contractor desires to deviate from the normal hours or days. The Contracting Officer may also direct performance as authorized b y the General Provisions by reference clause entitled “Schedule for Constructio n Contract.”

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 wil l be required with base airfield personnel when working within the perimete r of the airfield. It is imperative that this be maintained for the safety o f the contractor and those operating the aircraft and airfield operations. In order to aid the contractor in scheduling the work in the airfield the followin g items should be noted:

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

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

3. A closure of no longer than four (4) consecutive da ys may be scheduled with

Base Airfield operations when a 30 day notification and coordination are completed through the Contracting Officer.

Any work that disrupts the use of Taxiway “M” or Ta xiway “L” must be completed within 14 days of start. This will require the cont ractor to coordinate with the base contracting officer for a start date based on the closure of this taxiway. It is expected that the taxiway will be p ut in immediate use following the completion of the work in this area. As such the contractor must confirm the work as outlined in 32 12 15.13 for air field paving. This includes but is not limited to a concrete break showing the material at designed flexural strength prior to allowing aircraft traffi c to proceed.

Due to the critical need of this area the contracto r will be assess liquidated damages in the amount of $1,000 for each day past 1 4 that the taxiway is out of service.

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 safe ty of the construction workers and flight/field crews.

G/S ILS critical areas have been shown on the plans with locational coordinates and elevations. All of these checkpoints must be s urveyed and verified prior to the start of construction. Following the comple tion of the construction all points are to be relocated in the precise location they are removed from.

These points are critical to the calibration of the instruments landing system used at the airfield. Once disturbed only visual l andings will be authorized.

Therefor it is critical that the airfield manager b e aware of all work in these areas. As such the contractor is responsible for c ompleting a Temporary Construction Authorization Form prior to the start of any construction. It will also be the contractor’s responsibility to coo rdinate with the FAA for ILS calibration following the work. Due to the backlog of the FAA it is recommended this contact be completed not less than 120 days pr ior to the completion of work.

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 f or use by persons employed on the work shall be provided. Sanitary conveniences shall be properly secluded from public observation, and maintained by the Cont ractor in such a manner as required or approved by the Contracting Officer. M aintain 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 ut ilities shall be made available to the contractor without charge. Any te mporary telephone service shall be requested by the contractor from the local Telephone Company providing service to Dobbins ARB. The contractor shall not t amper 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, main tained, and removed by the Contractor at his expense and in a manner satisfact ory to the Contracting Officer. Contractor shall remove all temporary con nections and lines prior to final acceptance of the construction.

3.8 UTILITY SERVICE INTERRUPTION

The Government shall not be held responsible for in terruptions of utility services and shall not be liable for Contractor del ays, damages, or increased costs occasioned by any such interruption of servic es.

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 Sub mittal. Material Approval Submittals shall contain complete information for t he 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 ex planation as to precisely why and how the material or item submitted meets or exc eeds 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 cond ition, 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 store d as approved by the Contracting Officer and removed from Government pro perty before completion of the contract. The contractor shall not sell salvag ed material on the site.

3.12 CLEAN-UP

Remove and transport debris in a manner that preven ts spillage on streets or adjacent areas. Local regulations regarding haulin g and disposal shall apply.

The contractor shall maintain a clean and orderly w ork 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 Occ upational Safety and Health Standards. These programs shall include the educat ion and training of employees and subcontractors’ personnel in the recognition, a voidance, 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. Cont act the base Fire Department in the event of emergency.

3.15 FACILITIES AND SERVICES

The contractor is responsible for storage of all ma terials. Storage areas shall be shown on the site plan and approved by the Contr acting Officer.

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

The contractor shall conform to the restrictions an d procedures for the use of radio transmitting equipment, as directed. Two tra nsmitters 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 go vernment property is not permitted.

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

Obtain these pursuant to paragraph 3.1 of this spec ification. Permits are required for, but are not necessarily limited to, w elding, 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 w ater, gas, electrical, sewer, fiber optics, telephone cable and communication cab les for radar, weather and navigational aids cable.

3.17.1.1.1 Procedures for Government Digging Permit s

Contractor shall not dig anywhere on Dobbins ARB wi thout a valid digging permit.

Contractor shall notify the Contracting Officer in writing to request a digging permit.

Contractor shall mark the area on site where diggin g is to occur. This shall be done the same day the dig permit is requested. Gove rnment has 14 days to issue an initial digging permit.

Contractor shall maintain all markings during const ruction performance period.

Contractor will provide AFM completed and signed co py of AF Form 103,Dig Permit, prior to digging.

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

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

3.17.1.2 UPC Digging Permits

The procedures set forth for Government-owned utili ties shall not apply to utilities which are governed by the Utilities Prote ction Center (UPC) under the auspices of the State of Georgia. UPC utilities on Dobbins ARB include television cable, telephone cables, data cables, et c. 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. Th e government is not responsible for issuing or monitoring UPC digging p ermits.

3.17.1.3 Utility Damage

The Contractor must immediately notify the Governme nt technical representative and UPC in the event that utility damage occurs. I f damage to utilities is due to contractor non-compliance with permit instructio ns or contract requirements, repairs required shall be at the contractor’s expen se. Fiber optic cables, which cannot be repaired to meet the minimum allowa ble decibels, will be replaced at the contractor’s expense.

3.17.1.4 Welding Permits

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

3.17.2 Severe Weather Protection

In the event of severe weather, the contractor shal l take precautions to minimize any danger to persons, and protect the wor k and any nearby Government property. Precautions shall include, but are not l imited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporar y 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 pr ior to entrance to public rights-of-way. The site exit shall be maintained i n order to prevent tracking or flow of mud onto public rights-of-way. Immediat ely remove all materials spilled, dropped, washed or tracked from any vehicl e or site onto any roadway or into any storm drain. Compliance with the clean ti re policy, by Contractor and Sub-contractor personnel, shall be the sole respons ibility of the Contractor.

3.17.4 Erosion and Sediment Control

Take positive steps to minimize siltation and erosi on during the work. Comply with the requirements of Section 01 56 00, drawings and all other related specification sections.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobb ins 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 com prehensive Quality Control Program in order to assure himself and the Governme nt that all materials and workmanship are in strict accordance with the provi sions of the specifications.

Within 10 calendar days after receipt of Notice to Proceed, the contractor shall submit his Quality Control Program Plan to the Cont racting 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 mate rials, and procedures to ensure adequate progress.

3.17.7 Hazardous Spill Reporting

The contractor shall report any spill of oil or haz ardous substances to the Fire Department service desk at Ext. 911 from a governme nt phone, or (678) 655-4840 from a commercial phone (24 hours per day, 7 days p er week). The contractor shall take every reasonable precaution to prevent t he 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 specif ication. Electronic copies will be available from the COR. Follow the instruct ions given for executing the DD1354 and coordinate it’s submission with the COR.

--- END OF SECTION ---

SECTION 01300

SUBMITTALS

1.1 REFERENCES: (NOT USED)

1.2 DEFINITIONS

1.2.1 Submittal Definition, Shop drawings, produc t data, samples, administrative and closeout submittals, and additional data presen ted for review and approval by the Government.

1.3 SUBMITTAL TYPES

1.3.1 Material Submittals

Submittals for which review and approval will be ma de to ensure that the materials installed and processes used for installation are i n compliance with the design concept and contract documents. These include, but are not limited to, those items shown in paragraph 1.7 of this section. The following are examples of material approval data items:

a. Shop Drawings: As used in this Section, drawin gs, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subcontractor, m anufacturer, supplier, distributor, or other lower tier contractor, to ill ustrate a portion of the work. Types are as listed in the paragraph 1.7, en titled "Schedule of Submittal Descriptions (SD)."

b. Product Data: Preprinted materials such as ill ustrations, standard schedules, performance charts, instructions, brochu res, 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 1.7 , entitled "Schedule of Submittal Descriptions (SD)."

c. Samples: Physical examples of products, materi als, equipment, assemblies, or workmanship, physically identical to a portion o f the work, illustrating a portion of the work or establishing standards for e valuating the appearance of the finished work or both. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

1.3.2 Administrative and Closeout Submittals

Submittals of data for which review and approval wi ll be to ensure that the administrative requirements of the contract are ade quately met but not to ensure directly that the work is in accordance with the de sign concept and in compliance with the Contract documents. Submittals of this ty pe include, but are not limited to, those items shown in paragraph 1.7 of this sect ion.

1.3.3 Approving Authority

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

1.3.4 Work

As used in this Section, the construction required by the Contract documents, including labor necessary to produce the constructi on and materials, products, equipment, and systems incorporated or to be incorp orated in such construction and including materials, products, equipment, and syste ms produced both on and off-site.

1.4 PROCEDURES FOR ADMINISTRATIVE AND CLOSEOUT SUBMITTALS

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

1.4.2 Unless otherwise stated, the Government shal l have fifteen (15) working days for review and acceptance of each administrative/cl oseout submittal.

1.4.3 All administrative/closeout submittals shall be submitted by letter to the Contracting Officer. The format shall be as specif ied 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 handwr itten or typed.

1.4.4 Warranties and operating instructions are re quired 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 ben eficial occupancy is taken. Four copies of all warranties and operating instructions shall be provided unless otherwise specified. The Government shall have thi rty (30) calendar days for review and acceptance. Operation and maintenance manual d ata also shall include components required in the various technical sections of this specification.

1.4.5 With the exception of as-built drawings, dra wings included in an administrative or closeout submittal shall conform to the requirements of paragraph

1.6.3 of this section.

1.4.5 Unless otherwise stated, administrative and closeout submittals shall be submitted in quantities of four, one original and t hree copies.

1.5 PROCEDURES FOR MATERIAL SUBMITTALS

1.5.1 Limits and Constraints Regarding Material S ubmittals

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

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

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

d. Approval of a separate material, product, or com ponent 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 omiss ion, the contractor shall revise the submittal and resubmit for approval. Go vernment review, corrections or comments made on submittals do not relieve the c ontractor from compliance with the requirements of the drawings, specificatio ns, addenda and contract documents. The government reserves the right to se ek equitable compensation if submittals containing unnoted deviations are approv ed.

f. Approval of a submittal by the Contracting Offic er shall not relieve the Contractor from the responsibility to provide mater ials 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 i n general conformance with the design concept and with the information given i n the Contract Documents.

This approval shall not relieve the contractor from responsibility for errors and omissions.

1.5.2 Scheduling of Material Submittals - SUBMITTA L REGISTER

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 Submitta l Register contains a listing of items of equipment and materials for whi ch submittals are required by the specifications; this list may not be all inc lusive and additional submittals may be required. The contractor shall c omplete and submit the forms to the Contracting Officer for approval within 15 c alendar days after Notice-to-Proceed or at the direction of the Contracting O fficer. The approved submittal register will become the scheduling docum ent and will be used to control submittals throughout the life of the contr act. The submittal register and the progress schedule shall be coordinated. Th e Contractor shall carefully control his/her procurement operations to ensure th at each individual submittal is made on or before the Contract scheduled submitt al date shown on the approved “Submittal Register.” Approval must be obt ained from the Contracting Officer before the Contractor initiates any work fo r which material submittals are required. Submittals for critical items or long lead items shall be submitted individually to expedite processing.

c. 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 differen t categories of submittals for same work and for interfacing units of work, so that one will not be delayed by coordination with another.

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

e. For submittals requiring approval by the Fire P rotection Engineer, the Government shall have, beginning with receipt by th e Contracting Officer, 30 calendar days for review and approval of the submit tal. The period of review is the same for both the submittal and resubmittal.

f. Resubmittals for disapproved items shall be mad e within the time specified on the AF Form 3000 by the Contracting Officer.

1.5.3 Contractor Responsibilities

a. Determine and verify field measurements, materi als, field construction criteria; review each submittal; and check and coor dinate each submittal with requirements of the work and Contract documents.

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

c. Stamp each sheet of each submittal with the Con tractor's certificating stamp, except that data submitted in bound volume o r 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 Co ntract drawings and specifications, can be installed in the allocated s paces, and is submitted for Government approval.

Certified by __________________ Date _____________"

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

d. Sign the Contractor's certification. The perso n signing the certification shall be one designated in writing by the Contracto r as having that authority.

The signature shall be in original ink. Stamped si gnatures are not acceptable.

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

f. Proposed deviations from the contract requireme nts shall be clearly identified. Advise the Contracting Officer of subm ittals which include a proposed deviation requested by the Contractor, the reason for deviation shall be annotated on the submittal. The notification sh all be inserted directly under the AF Form 3000 and shall clearly state that the submittal includes deviations from the specifications and drawings. G overnment review, corrections or comments made on submittals do not r elieve the contractor from compliance with the requirements of the drawings, s pecifications, addendums and contract documents. The government reserves the ri ght to seek equitable compensation if submittals containing unnoted devia tions are approved

g. Correct and resubmit submittal as directed by t he Contracting Officer.

Direct specific attention, in writing or on resubmi tted submittal, to revisions not requested by the Contracting Officer on previou s submissions.

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

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

j. Ensure no work is begun until the submittals fo r that work have been returned as "approved" or "approved as noted," exce pt 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 appro val, the contractor shall identify in the submittal what features are the sam e as the brand name product and what differences exist between the equal produc t and the brand name product.

1.5.4 Approving Authority's Responsibilities

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

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

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

(2) Submittals marked "approved as noted" authoriz e the Contractor to proceed with the work as noted provided the Contrac tor takes no exception to the notations and complies with all notations.

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

1.6 FORMAT AND QUANTITY OF MATERIAL SUBMITTALS

1.6.1 Transmittal Form

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

1.6.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or not ed 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 Specifi cation 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 f or which the resubmittal is being made.

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

f. Product identification and location in project.

1.6.3 Format and Quantity for Shop Drawings

a. For shop drawings presented on sheets larger th an 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 tube s.

(2) Include on each drawing the drawing title, num ber, date, and revision numbers and dates, in addition to the info rmation "Identifying Submittals."

(3) After review, the approving authority will ret ain the prints and return only the reproducible with notation resultin g from the review.

b. For shop drawings presented on sheets 8 1/2-inc hes 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 re quired by the Section.

c. Dimension drawings, except diagrams and schemat ic 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 1 1 inches nor more than 30 by 42 inches.

1.6.4 Format and Quantity for Product Data

a. Submit 2 full sized and 1 half sized copies of submittals of product data.

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

c. Indicate, by prominent notation, each product w hich 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.

1.6.5 Format and Quantity of Samples

a. Furnish samples in the sizes below, unless othe rwise specified or unless the manufacturer has prepackaged samples of approxi mately 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 inch es: Cut down to 8 1/2 by 11 inches and adequate to indicate color, textur e, 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 a nd paint.

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

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

(8) Sample Installation: 100 square feet.

b. Samples showing range of variation: Where vari ations are unavoidable due to the nature of the materials, submit sets of samp les of not less than three units showing the extremes and middle of the range.

c. Quantity, unless otherwise specified:

(1) Submit two samples, or two sets of samples sho wing range of variation, of each required item. One approved sam ple or set of samples will be retained by the approving authority and one will be returned to the Contractor.

(2) Submit one sample panel. Include components l isted in technical section, as required by specifications.

(3) Submit one sample installation, as required by specifications.

(4) Submit one sample of non-solid materials, as requir ed by specifications.

d. Recording of sample installation: Note and preserv e the notation of the area constituting the sample installation but remov e the notation at the final clean up of the project.

e. When a color, texture or pattern is specified i n naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.7 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

SD-AA, Progress Schedule

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

SD-BB, Progress Reports

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

SD-01, Data

Submittals which provide calculations, descriptions , or documentation regarding the work.

SD-02, Manufacturer's Catalog Data

Data composed of catalog cuts, brochures, circulars , specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents. (A ty pe of Material Submittal.)

SD-03, Manufacturer's Standard Color Charts

Preprinted brochures of illustrations showing the c olor range of a material.

Color selection samples may be submitted in lieu of color charts. (A type of Material Submittal.)

SD-04, Drawings

Scaled drawings, diagrams, schematic drawings, or o ther drawings, primarily graphic in nature, illustrating details, configurat ion, components, physical or functional relationship, and connections of a part of the work and the relationship of one part of the work to others or i llustrating relationships among various parts of the work. (A type of Material Sub mittal.)

SD-05, Design Data

Design calculations, mix designs, analyses, or othe r data, written nature and pertaining to a part of the work. (A type of Mater ial Submittal.)

SD-06, Instructions

Preprinted material describing the installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions. (A typ e of Material Submittal.)

SD-07, Schedules

A tabular listing of information pertaining to the work or a tabular listing including location, features, or other pertinent in formation regarding products, materials, equipment, or components to be used in t he work. (A type of Material Submittal.)

SD-08, Statements

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other lower t ier contractor, the purpose of which is to further the quality or orderly progress ion of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality. (A type of administ rative or closeout submittal.)

SD-09, Reports

Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

SD-10, Test Reports

A report signed by an authorized official of a test ing laboratory that a material, product, or system identical to the material produc t or system to be provided has been tested in accordance with requirements specifi ed by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed t he test. Testing must have been within three years of the date of award of thi s Contract. (A type of Material Submittal.)

SD-11, Factory Test Reports

A written report which includes the findings of a t est required to be performed by the Contractor on an actual portion of the work or prototype prepared for this project before it is shipped to the job site. The report must be signed by an authorized official of a testing laboratory and mus t state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. (A type of Material Submittal.)

SD-12, Field Test Reports

A written report which includes the findings of a t est made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The rep ort must be signed by an authorized official of a testing laboratory or agen cy and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system h as passed or failed the test.

(A type of Material Submittal.)

SD-13, Certificates

A written statement, signed by an authorized offici al of the manufacturer of a product, system, or material attesting that the pro duct, system, or material conforms to the requirements of the Contract docume nts. The certificate of compliance must be dated after the award of this co ntract, name the project, and list the specific requirements which it is intended to address. Except for test reports and factory test reports required as separa te submissions, the certificate of compliance shall be submitted with substantiatin g test reports and other supporting data. (A type of Material Submittal.)

SD-14, Samples

Physical examples of products, materials, equipment , and assemblies to illustrate quality, finish, or workmanship and referred to in the technical sections as "samples." (A type of Material Submittal.)

SD-15, Color Selection Samples

Samples of the available choice of colors, textures , and finishes of a product or material, presented over a substrates identical in texture to that proposed for the work. (A type of Material Submittal.)

SD-16, Sample Panels

An assembly constructed at the project site in a lo cation acceptable to the Contracting Officer and using materials and methods to be employed in the work;

completely finished; maintained during construction ; and removed at the conclusion of the work or when authorized by the Contracting O fficer. (A type of Material Submittal.)

SD-17, Sample Installations

A portion of an assembly or material constructed wh ere directed and, if approved, retained as a part of the work. (A type of Materia l Submittal.)

SD-18, Records

Letters of record expressing Contractor and Contrac ting Officer communication and records of historical field data. (A type of admin istrative or closeout submittal.)

SD-19, Operation and Maintenance Manuals

Data intended to be incorporated in an Operations a nd Maintenance Manual. A type of administrative and closeout submittal. Submit d ata packages in accordance with Section 01300, paragraph 1.4.4. (A type of adminis trative or closeout submittal.)

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED).

--- END OF SECTION ---

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

Line

Acti vity

Trans-mittal #

Specification

Section

SD

# Submittal Description Item Submitted

Paragraph

Classificati on: GOVT or A/E

Revwr Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to APPR /

Auth Date

RCD From

CONTR

Date

FWD To

Other

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Date

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From

Other

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Action

Code

Date Of

Action

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Authority Remarks

1 01 56 00 03 Product Data Facility Information 3.2.2.1 G

2 01 56 00 03 Product Data Weight Recipts 3.2.2.2 G

3 01 56 00 03 Product Data Hasardous Material Informeation 3.2.2.3 G

4 01 56 00 01 Preconstruction Submittals Hazmat Storage Location 3.3.3.1 G

5 01 56 00 03 Product Data Material Inromation Sheets 3.3.3.2 G

6 01 56 00 03 Product Data MSDS/MDS/SDS 3.3.3.3 G

7 01 56 00 01 Preconstruction Submittals Substaintiation documentaion 3.3.3.4 G

8 01 56 00 03 Product Data Product Data Sheets 3.3.3.5 G

9 01 56 00 01 Preconstruction Submittals Applicator Certification 3.8.4 G

10 01 56 00 03 Product Data Usage report 3.8.5 G

11 01 56 00 03 Product Data Universial Waste Log 3.10.2.1 G

12 01 56 00 03 Product Data Recycler and Transporter Informaton 3.10.2.2 G

13 01 56 00 03 Product Data Universial Waste Manifest 3.10.2.3 G

14 02 41 00 01 Preconstruction Submittals Existing Conditions 1.10 G

15 02 41 00 07 Certificates Demolition Plan 1.2.1 G

16 02 41 00 07 Certificates Notification 1.6 G

17 02 66 00 03 Product Data Materials Handling Plan 2.3

18 02 66 00 04 Samples Select Fill 2.1

19 02 66 00 04 Samples Topsoil 2.2

20 02 66 00 06 Test Reports Borrow Source Assessment Report 3.1 G

21 02 66 00 06 Test Reports Select Fill and Topsoil Material Tests 3.4.1

22 02 66 00 06 Test Reports Moisture Content and Density Tests of

In-Place Select Fill 3.4.2

23 03 62 15.00 06 01 Preconstruction Submittals Flowable Fill Mix Design Part 2 G

24 03 62 15.00 06 01 Preconstruction Submittals 3 years of experience for the Admixture

Supplier

3.7 G

25 03 62 15.00 06 01 Preconstruction Submittals

1 year of experience for the manufactured ready mix concrete producer with similar products

3.7 G

26 03 62 15.00 06 06 Test Reports Compressive Strength Testing 3.5.1.1

27 03 62 15.00 06 06 Test Reports Flowability 3.5.1.2

28 03 62 15.00 06 06 Test Reports Permeability 3.5.1.4

29 03 62 15.00 06 06 Test Reports Expansion 3.5.1.5

30 03 62 15.00 06 06 Test Reports Shrinkage 3.5.1.6

31 03 62 15.00 06 06 Test Reports Unit Weight/Air Content 3.5.1.3

32 03 62 15.00 06 06 Test Reports Batch Records 3.6

33 03 62 15.00 06 07 Certificates Portland Cement 2.1

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Dobbins Airfield

SUBMITTAL REGISTER

JOB NAME: Storm Water System Phase 1 LOCATION: Dobbins ARB, GEORGIA

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Dobbins Airfield

SUBMITTAL REGISTER

JOB NAME: Storm Water System Phase 1 LOCATION: Dobbins ARB, GEORGIA

CONTRACT NO:

CONTRACTOR:

34 03 62 15.00 06 07 Certificates Aggregates 2.2

35 31 00 00.00 06 01 Preconstruction Submittals Shoring 3.5 G

36 31 00 00.00 06 01 Preconstruction Submittals Dewatering Work Plan 1.6 G

37 31 00 00.00 06 01 Preconstruction Submittals Blasting 1.4.3 G

38 31 00 00.00 06 03 Product Data Utilization of Excavated Materials 3.