Attachment 1 SPECIFICATIONS.pdf

Specifications Construct and Repair Outfall 9 Culvert at Poorhouse Creek

FGWB 16-0017

Final (100%) Submittal

Submitted to:

94 CONF/LGC, Dobbins ARB

Contract Number:

P15PC00467

Submitted by:

Croft & Associates, Inc.

3400 Blue Springs Rd, Suite 200

Kennesaw, GA 30144

Telephone: (770) 529-7714

Fax: (770)529-7716

Dobbins ARB, GA

April 2019

Attachment 1, FA670320B0002

Repair Outfall 9 Culvert, Poorhouse Creek, Dobbins ARB 100% DELIVERABLE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 GENERAL REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 45 00.00 10 QUALITY CONTROL

01 56 00 DOBBINS ENVIRONMENTAL REQUIREMENTS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 010100 Page 1

SECTION 01 01 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT INFORMATION

1.1.1 Contract Drawings and Specifications

1.2. SUBMITTALS

Submittals shall be submitted in accordance with Section 01300, SUBMITTALS.

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 013000 of the basic 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 within 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 near the airfield control tower.

1.3.2. Project Description

This project is located at Poorhouse Creek and the scope includes repairs and modifications to an existing box Culvert, AT/FS structure, security fence, roadways and re-establishment of creek banks and bed flanking the culvert. The goal is to eliminate accumulation of heavy buildup of debris at the AT/FS structure upstream of the Culvert. Currently there is a failed gate like structure across the Outfall 9 Culvert also known as Poorhouse Creek. The existing structure consists of galvanized post placed vertically across the stream bed. The post prevents unauthorized personnel from accessing the base while allowing the waters from the poorhouse creek to pass. The posts are anchored to the culvert. The site is in the southeast of the base. Bank erosion and scour undercut the concrete base has necessitated the replacement of the structure with a permanent maintenance free solution. Extreme banks erosion has occurred on all sides. In addition during high rain events, debris accumulates at the AT/FS structure effectively damming up the stream causing further bank erosion. This project includes modification of the existing culvert structure, roadway, and fencing.

Additionally, new spillways and ATFP structures will be constructed to replace the existing.

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

SECTION 010100 Page 2 to changes 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 contract.

1.6 NO GOVERNMENT WAIVER

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 RECORDS

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.

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, 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.

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.

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.

3.2.2 Road Closure

The contractor shall be required to close Atkins Road SE for this work. The contractor shall work with he Contracting Officer to obtain all approvals for temporary closure of this road.

Appropriate signage shall be used to notify base personnel of closure and expected timeframe as well as direct them to an appropriate detour route. The contractor must abide by all

Dobbins base policies and standards for this work, communicating any deviations to the

SECTION 010100 Page 3

Contracting Officer.

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.”

3.4 OPERATIONS ON THE AIRFIELD (Not Applicable)

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 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.

SECTION 010100 Page 4

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.

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

SECTION 010100 Page 5 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 anywhere on Dobbins ARB without 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 digging is to occur. This shall be done the same day the dig permit is requested. Government has 14 days to issue an initial digging permit.

Contractor shall maintain all markings during construction performance period.

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

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-

SECTION 010100 Page 6 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 01560, drawings and all other related specification sections.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobbins ARB shall comply with the requirements of Section 01560.

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. Copies of the DD1354 form and

SECTION 010100 Page 7 its instructions are included in the project manual. Electronic copies will be available from the COR. Follow the instructions given for executing the DD1354 and coordinate it’s submission with the COR.

-- End of General Requirements --

Repai r Out f al l 9 Cul ver t , Poor house Cr eek, Dobbi ns ARB 100% DELI VERABLE

SECTI ON 01 30 00

ADMI NI STRATI VE REQUI REMENTS

08/15

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y eNot ebook, i n conf or mance wi t h Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Vi ew Locat i on Map; G

Pr ogr ess and Compl et i on Pi ct ur es; G

SD- 04 Sampl es

Col or Boar ds; G

1. 3 COLOR BOARDS FOR AI R FORCE PROJECTS

Submi t f i ve set s of col or boar ds wi t hi n 90 cal endar days af t er Cont r act Awar d. Each set of boar ds must i ncl ude sampl es of col or s and f i ni shes of i nt er i or sur f aces, such as wal l s, f l oor s, and cei l i ngs. Pr esent t he sampl es on 8 by 10- 1/ 2 i nches boar ds ( modul es) wi t h a maxi mum spr ead of 24 by 31- 1/ 2 i nches f or f ol dout s. Desi gn modul es t o f i t i n a st andar d l oose- l eaf , t hr ee- r i ng bi nder . Wher e speci al f i ni shes such as ar chi t ect ur al concr et e, car pet , or pr ef i ni shed t ext ur ed met al panel s ar e r equi r ed, submi t sampl es not l ess t han 12 i nches squar e wi t h t he boar d. I f mor e space i s needed, mor e t han one boar d per set may be submi t t ed.

Cer t i f y t hat t he col or sampl es have been r evi ewed i n det ai l , and t hat t he col or sampl es ar e i n st r i c t accor dance wi t h cont r act dr awi ngs and speci f i cat i ons, except as may be ot her wi se expl i c i t l y st at ed. Submi t t al of col or sampl es does not r el i eve t he Cont r act or of t he r esponsi bi l i t y t o submi t sampl es r equi r ed el sewher e her ei n.

1. 4 VI EW LOCATI ON MAP

Submi t , pr i or t o or wi t h t he f i r s t di gi t al phot ogr aph submi t t al s, a sket ch

SECTI ON 01 30 00 Page 1 or dr awi ng i ndi cat i ng t he r equi r ed phot ogr aphi c l ocat i ons. Updat e as r equi r ed i f t he l ocat i ons ar e moved.

1. 5 PROGRESS AND COMPLETI ON PI CTURES

Phot ogr aphi cal l y document s i t e condi t i ons pr i or t o st ar t of const r uct i on oper at i ons. Pr ovi de mont hl y, and wi t hi n one mont h of t he compl et i on of wor k, di gi t al phot ogr aphs, 1600x1200x24 bi t t r ue col or mi ni mum r esol ut i on i n JPEG f i l e f or mat showi ng t he sequence and pr ogr ess of wor k. Take a mi ni mum of 20 di gi t al phot ogr aphs each week t hr oughout t he ent i r e pr oj ect f r om a mi ni mum of t en v i ews f r om poi nt s l ocat ed by t he Cont r act i ng Of f i cer . Submi t wi t h t he mont hl y i nvoi ce t wo set s of di gi t al phot ogr aphs, each set on a separ at e compact di sc ( CD) or dat a ver sat i l e di sc ( DVD) , cumul at i ve of al l phot os t o dat e. I ndi cat e phot ogr aphs demonst r at i ng envi r onment al pr ocedur es. Pr ovi de phot ogr aphs f or each mont h i n a separ at e mont hl y di r ect or y and name each f i l e t o i ndi cat e i t s l ocat i on on t he v i ew l ocat i on sket ch. Al so pr ovi de t he v i ew l ocat i on sket ch on t he CD or DVD as a di gi t al f i l e. I ncl ude a dat e desi gnat or i n f i l e names. Cr oss r ef er ence submi t t al s i n t he appr opr i at e dai l y r epor t . Phot ogr aphs pr ovi ded ar e f or unr est r i c t ed use by t he Gover nment .

1. 6 MI NI MUM I NSURANCE REQUI REMENTS

Pr ovi de t he mi ni mum i nsur ance cover age r equi r ed by FAR 28. 307- 2 Li abi l i t y , dur i ng t he ent i r e per i od of per f or mance under t hi s cont r act . Pr ovi de ot her i nsur ance cover age as r equi r ed by l aw.

1. 7 FI RST TI ER CONTRACTOR REQUI REMENTS FOR ASBESTOS CONTAI NI NG MATERI ALS

Accompl i sh al l cont r act r equi r ement s of Sect i on assi gned t o t he di r ect l y wi t h a f i r st t i er subcont r act or .

1. 8 SUPERVISION

1. 8. 1 Mi ni mum Communi cat i on Requi r ement s

Have at l east one qual i f i ed super i nt endent , or compet ent al t er nat e, capabl e of r eadi ng, wr i t i ng, and conver si ng f l uent l y i n t he Engl i sh l anguage, on t he j ob- si t e at al l t i mes dur i ng t he per f or mance of cont r act wor k. I n addi t i on, i f a Qual i t y Cont r ol ( QC) r epr esent at i ve i s r equi r ed on t he cont r act , t hen t hat i ndi v i dual must al so have f l uent Engl i sh communi cat i on skills.

1. 8. 2 Super i nt endent Qual i f i cat i ons

The pr oj ect super i nt endent must have a mi ni mum of 10 year s exper i ence i n const r uct i on wi t h at l east 5 of t hose year s as a super i nt endent on pr oj ect s s i mi l ar i n s i ze and compl exi t y. The i ndi v i dual must be f ami l i ar wi t h t he r equi r ement s of EM 385- 1- 1 and have exper i ence i n t he ar eas of hazar d i dent i f i cat i on and saf et y compl i ance. The i ndi v i dual must be capabl e of i nt er pr et i ng a cr i t i cal pat h schedul e and const r uct i on dr awi ngs. The qual i f i cat i on r equi r ement s f or t he al t er nat e super i nt endent ar e t he same as f or t he pr oj ect super i nt endent . The Cont r act i ng Of f i cer may r equest pr oof of t he super i nt endent ' s qual i f i cat i ons at any poi nt i n t he pr oj ect i f t he per f or mance of t he super i nt endent i s i n quest i on.

1. 8. 2. 1 Duties

The pr oj ect super i nt endent i s pr i mar i l y r esponsi bl e f or managi ng and

SECTI ON 01 30 00 Page 2 coor di nat i ng day- t o- day pr oduct i on and schedul e adher ence on t he pr oj ect .

The super i nt endent i s r equi r ed t o at t end par t ner i ng meet i ngs, and qual i t y cont r ol meet i ngs. The super i nt endent or qual i f i ed al t er nat i ve must be on- si t e at al l t i mes dur i ng t he per f or mance of t hi s cont r act unt i l t he wor k i s compl et ed and accept ed.

1. 8. 3 Non- Compl i ance Act i ons

The Pr oj ect Super i nt endent i s subj ect t o r emoval by t he Cont r act i ng Of f i cer f or non- compl i ance wi t h r equi r ement s speci f i ed i n t he cont r act and f or f ai l ur e t o manage t he pr oj ect t o i nsur e t i mel y compl et i on. Fur t her mor e, t he Cont r act i ng Of f i cer may i ssue an or der st oppi ng al l or par t of t he wor k unt i l sat i sf act or y cor r ect i ve act i on has been t aken. No par t of t he t i me l ost due t o such st op or der s i s accept abl e as t he subj ect of c l ai m f or ext ensi on of t i me f or excess cost s or damages by t he Cont r act or .

1. 9 PRECONSTRUCTION

Af t er awar d of t he cont r act but pr i or t o commencement of any wor k at t he s i t e, meet wi t h t he Cont r act i ng Of f i cer t o di scuss and devel op a mut ual under st andi ng r el at i ve t o t he admi ni st r at i on of t he val ue engi neer i ng and saf et y pr ogr am, pr epar at i on of t he schedul e of pr i ces or ear ned val ue r epor t , shop dr awi ngs, and ot her submi t t al s, schedul i ng pr ogr ammi ng, pr osecut i on of t he wor k, and cl ear expect at i ons of t he " I nt er i m DD For m 1354" Submi t t al . Maj or subcont r act or s who wi l l engage i n t he wor k must al so at t end.

1. 10 PARTNERING

To most ef f ect i vel y accompl i sh t hi s cont r act , t he Gover nment r equi r es t he f or mat i on of a cohesi ve par t ner shi p wi t hi n t he Pr oj ect Team whose member s ar e f r om t he Gover nment , t he Cont r act or and t hei r Subcont r act or s. Key per sonnel f r om t he Suppor t ed Command, t he End User ( who wi l l occupy t he f aci l i t y) , t he Gover nment Desi gn and Const r uct i on t eam and Subj ect Mat t er Exper t s, t he I nst al l at i on, t he Cont r act or and Subcont r act or s, and t he Desi gner of Recor d wi l l be i nvi t ed t o par t i c i pat e i n t he Par t ner i ng pr ocess. The Par t ner shi p wi l l dr aw on t he st r engt h of each or gani zat i on i n an ef f or t t o achi eve a pr oj ect t hat i s wi t hout any saf et y mi shaps, conf or ms t o t he Cont r act , and st ays wi t hi n budget and on schedul e.

The Cont r act i ng Of f i cer wi l l pr ovi de I nf or mat i on on t he Par t ner i ng Pr ocess and a l i s t of key and opt i onal per sonnel who shoul d at t end t he Par t ner i ng meeting.

1. 11 ELECTRONI C MAI L ( E- MAI L) ADDRESS

Est abl i sh and mai nt ai n el ect r oni c mai l ( e- mai l ) capabi l i t y al ong wi t h t he capabi l i t y t o open var i ous el ect r oni c at t achment s as t ext f i l es, pdf f i l es, and ot her s i mi l ar f or mat s. Wi t hi n 10 days af t er cont r act awar d, pr ovi de t he Cont r act i ng Of f i cer a s i ngl e ( onl y one) e- mai l addr ess f or el ect r oni c communi cat i ons f r om t he Cont r act i ng Of f i cer r el at ed t o t hi s cont r act i ncl udi ng, but not l i mi t ed t o cont r act document s, i nvoi ce i nf or mat i on, r equest f or pr oposal s, and ot her cor r espondence. The Cont r act i ng Of f i cer may al so use emai l t o not i f y t he Cont r act or of base access condi t i ons when emer gency condi t i ons war r ant , such as hur r i canes or t er r or i st t hr eat s.

Mul t i pl e emai l addr esses ar e not al l owed.

I t i s t he Cont r act or ' s r esponsi bi l i t y t o make t i mel y di st r i but i on of al l Cont r act i ng Of f i cer i ni t i at ed e- mai l wi t h i t s own or gani zat i on i ncl udi ng

SECTI ON 01 30 00 Page 3 f i el d of f i ce( s) . Pr ompt l y not i f y t he Cont r act i ng Of f i cer , i n wr i t i ng, of any changes t o t hi s emai l addr ess.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

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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

Revwr

Date

RCD

From

Other

Revwr

Action

Code

Date Of

Action

Mailed To

CONTR/

Date RCD

From

APPR

Authority Remarks

1 01 30 00 01 Preconstruction Submittals View Location Map 1.4 G

2 01 30 00 01 Preconstruction Submittals Progress and Completion Pictures 1.5 G

3 01 30 00 04 Samples Color Boards 1.3 G

4 01 33 29 01 Preconstruction Submittals Preliminary High Performance and

Sustainable Building Checklist G

5 01 33 29 01 Preconstruction Submittals Sustainability Action Plan 1.4.1 G

6 01 33 29 01 Preconstruction Submittals Preliminary Sustainability eNotebook G

7 01 33 29 11 Closeout Submittals Final High Performance and

Sustainable Building Checklist G

8 01 33 29 11 Closeout Submittals Final Sustainability eNotebook G

9 01 33 29 11 Closeout Submittals Amended Final Sustainability eNotebook G

10 01 33 29 11 Closeout Submittals Amended Final High Performance and

Sustainable Building Checklist G

11 01 45 00.00 10 01 Preconstruction Submittals Contractor Quality Control (CQC) Plan 3.2 G

12 01 45 00.00 10 06 Test Reports Verification Statement 3.9.2

10 01 56 00 - Facility Info Landfill and Recycling Facility

Information

3.2.2.1 G

11 01 56 00 - Weight Receipts Weight Receipts 3.2.2.2 G

12 01 56 00 - Hazardous Material Information Contractor's Hazmat Storage Location

Sketch

3.3.2.1 G

13 01 56 00 - Hazardous Material Information Material Information Sheets (MIS) 3.3.2.2 G

14 01 56 00 - Hazardous Material Information Material Safety Data Sheets (MSDSs) /

Safety Data Sheets (SDSs)

3.3.2.3 G

15 01 56 00 - Hazardous Material Information Sustantiating Documentation for Use of

Prohibited Hazmat

3.3.2.4 G

16 01 56 00 - Hazardous Material Information Product Data Sheets (PDSs) 3.3.2.5 G

17 01 78 00 03 Product Data Warranty Management Plan 1.6.1

18 01 78 00 03 Product Data Warranty Tags 1.6.4

19 01 78 00 03 Product Data Spare Parts Data 1.5

20 01 78 00 10 Operation and Maintenance Data Operation and Maintenance Manuals 3.3 G

21 01 78 00 11 Closeout Submittals As-Built Drawings 3.1 G

22 01 78 00 11 Closeout Submittals Record Drawings 3.2 G

23 01 78 00 11 Closeout Submittals As-Built Record of Equipment and

Materials

24 01 78 00 11 Closeout Submittals Final Approved Shop Drawings

25 01 78 00 11 Closeout Submittals Construction Contract Specifications

26 01 78 00 11 Closeout Submittals Certification of EPA Designated Items 2.1 G

27 02 41 00 01 Preconstruction Submittals Demolition Plan 1.2.1 G

TITLE: Construct and Repair Outfall 9 Culvert

SUBMITTAL REGISTER

JOB NAME: Construct and Repair Outfall 9 Culvert LOCATION: Dobbins ARB, GA

CONTRACT NO: P15PC00467

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

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

TITLE: Construct and Repair Outfall 9 Culvert

SUBMITTAL REGISTER

JOB NAME: Construct and Repair Outfall 9 Culvert LOCATION: Dobbins ARB, GA

CONTRACT NO: P15PC00467

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

28 02 41 00 01 Preconstruction Submittals Existing Conditions 1.10

29 02 41 00 07 Certificates Notification 1.7 G

30 02 41 00 11 Closeout Submittals Receipts 3.3.4

31 32 12 16 03 Product Data Mix Design 2.4 G

32 32 12 16 03 Product Data Quality Control 3.10 G

33 32 12 16 03 Product Data Material Acceptance 3.11 G

34 32 12 16 03 Product Data Percent Payment G

35 32 12 16 06 Test Reports Aggregates 2.2 G

36 32 12 16 06 Test Reports QC Monitoring 3.10.3.10

37 32 12 16 07 Certificates Asphalt Cement Binder 2.3 G

38 32 12 16 07 Certificates Testing Laboratory 3.6

39 32 16 19 03 Product Data Concrete 2.1

40 32 16 19 03 Product Data Biodegradable Form Release Agent 2.6.5

41 32 16 19 03 Product Data Biodegradable Form Release Agent 3.2

42 32 16 19 06 Test Reports Field Quality Control 3.8

43 32 31 13 03 Product Data Fence Assembly 2.1 G

44 32 31 13 03 Product Data Gate Assembly 2.1 G

45 32 31 13 03 Product Data Gate Hardware and Accessories 2.2.13 G

46 32 31 13 03 Product Data Zinc Coating 2.3.1 G

47 32 31 13 03 Product Data PVC Coating G

48 32 31 13 03 Product Data Aluminum Alloy Coating 2.1 G

49 32 31 13 03 Product Data Fabric 2.2.1 G

50 32 31 13 03 Product Data Stretcher Bars 2.2.8 G

51 32 31 13 03 Product Data Concrete 2.3.3 G

52 32 31 13 07 Certificates Certificates of Compliance 1.3.1

53 32 31 13 08 Manufacturer’s Instructions Fence Assembly 2.1

54 32 31 13 08 Manufacturer’s Instructions Gate Assembly 2.1

55 32 31 13 08 Manufacturer’s Instructions Hardware Assembly 2.1

56 32 31 13 08 Manufacturer’s Instructions Accessories 2.1

SECTION 013300 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES: (NOT USED)

1.2 DEFINITIONS

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

Government.

1.3 SUBMITTAL TYPES

1.3.1 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 1.7 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 1.7, 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 1.7, 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 1.7, entitled

"Schedule of Submittal Descriptions (SD)."

NOTE: USE THE ATTACHED MINIMUM SUBMITTALS (File Name: AF Form 66 for 01560 spec.

Add additional rows to this spreadsheet for required submittals.}

1.3.2 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 1.7 of this section.

SECTION 013300 Page 2

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 construction and 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.

1.4 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 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.

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

1.4.3 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.

1.4.4 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 components required in the various technical sections of this specification.

1.4.5 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.

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

1.5 PROCEDURES FOR MATERIAL SUBMITTALS

1.5.1 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.

SECTION 013300 Page 3

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, addendums 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.

1.5.2 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. AF Form 66 contains a listing of items of 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.

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 different 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 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.

e. For submittals requiring approval by the Fire Protection Engineer, the Government shall have, beginning with receipt by the Contracting Officer, 30

SECTION 013300 Page 4 calendar days for review and approval of the submittal. The period of review is the same for both the submittal and resubmittal.

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

1.5.3 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 "

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.

SECTION 013300 Page 5

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.

1.5.4 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 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.

1.6 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 office 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 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.

SECTION 013300 Page 6

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.

1.6.3 Format and Quantity for Shop 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."

(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.

1.6.4 Format and Quantity for Product Data

a. Submit 6 copies of 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.

1.6.5 Format and Quantity of Samples

a. Furnish samples in the sizes below, unless otherwise specified or unless the

SECTION 013300 Page 7 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.

b. Samples showing range of variation: Where variations are unavoidable due to the nature of the materials, submit sets of samples 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 showing range of variation, of each required item. One approved sample 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 listed in technical section, as required by specifications.

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

(4) Submit one sample of…