BRKR_062007-_100__Specifications.pdf

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Specifications for

Repair Base Pavements – Phase I at

Birmingham IAP (ANG)

Birmingham, Alabama

100% Submittal

Date: 11 March 2014

Job No: 13076/BRKR062007

Set No:

13076 - Repair Base Pavements 13076 100% Submittal 117th ARW, Birmingham, AL 11 March 2014

SECTION 00 0100–TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 1

00 0102 PROJECT INFORMATION 2

DIVISION 01 – GENERAL REQUIREMENTS

01 1000 SUMMARY 2

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2200 UNIT PRICES 2

01 2300 BID OPTIONS 2

01 3000 ADMINISTRATIVE REQUIREMENTS 6

01 3001 SUBMITTALS 7

AF 66 2

01 4000 QUALITY REQUIREMENTS 5

01 4100 REGULATORY REQUIREMENTS 2

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 2

01 5100 TEMPORARY UTILITIES 2

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL 8

01 6000 PRODUCT REQUIREMENTS 4

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 8

01 7800 CLOSEOUT SUBMITTALS 4

DIVISION 02 – EXISTING CONDITIONS

02 7110 UNDER DRAINAGE SYSTEMS 5

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 0116 COLD-MILLING OF EXISTING BITUMINOUS PAVEMENTS 3

32 1216 ASPHALT PAVING 4

32 1713 PARKING BUMPERS 2

32 1723.13 PAINTED PAVEMENT MARKINGS 5

PROJECT INFORMATION 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Repair Base Pavements - Phase I, located at 117th ARW, Birmingham

IAP, Birmingham, AL.

B. Project Number: Architect's Project #13076, Governement Project # BRKR 062007.

C. The Owner, hereinafter referred to as Contracting Officer: Alabama Air National

Guard.

1.02 PROJECT DESCRIPTION

A. Project scope includes the following:

1. Milling and overlay of existing asphalt paved roadways.

2. Patching and repair of existing asphalt base courses where existing base courses have failed.

1.03 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: Seay Seay & Litchfield, P.C..

1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery, AL 36104.

3. Phone/Fax: 334-263-5162, 334-263-5170.

4. Project Manager: David Donovan, AIA, LEED AP

5. Prinicipals-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDoough St..

c. City, State, Zip: Montgomery, AL, 36104.

d. Phone/Fax: 334-262-7307 / 334-262-7309.

e. Contact: Steve Green

PROJECT INFORMATION 00 0102 - 2

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Repair Base Pavements - Phase I, 117th ARW, Birmingham IAP, Birmingham, AL.

B. Contracting Officer's Name: Alabama Air National Guard.

1.02 CONTRACT DURATION:

A. Project shall be substantially complete within 105 calendar days from the notice to proceed.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is shown on drawings.

1.04 OWNER OCCUPANCY

A. The Owner intends to occupy the base for the duration of the project scope. Contractor shall coordinate with Base CE and provide a sequencing plan that outlines the following:

1. Total road closings:

a. Total road closings shall be avoided if possible and work shall be phased to keep roadways partially open throughout the duration of the project.

b. If required, total roadway closings shall be specifically approved in writing by the Base Civil Engineer:

c. Sequencing plan shall outline the following in regards to total road closings:

1) Proposed roadway closing extents

2) Estimated duration of roadway closing including specified start and end dates.

3) Proposed detour routes.

2. Partial Road Closings:

a. Sequencing plan shall outline the following in regards to partial road closings:

1) Proposed roadway closing extents

2) Estimated duration of roadway closing including specified start and end dates.

3) Proposed traffic control procedures.

B. Cooperate with Contracting Officer to minimize conflict and to facilitate Contracting Officer's operations.

SUMMARY 01 1000 - 2

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

B. Arrange use of site and premises to allow:

1. Owner occupancy & ongoing operations at adjacent facilities..

C. Provide access to and from site as required by law and by Contracting Officer:

1. Coordinate site lay down and storage areas with owner's operations.

D. Existing building spaces may not be used for storage.

E. Utility Outages and Shutdown:

1. Utility outages are not anticipated based upon the proposed scope of the work and should be avoided at all costs. If a utility shutdown is required, limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with Contracting Officer.

2. Prevent accidental disruption of utility services to other facilities.

3. All electrical shut downs shall be performed on a non-working day for the Owner

(Saturday, Sunday, Monday, or holidays) unless specifically approved by the Base Civil Engineer.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES

A. Form to be used: Owner's Approved Form.

B. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify bonds and insurance.

1. Provide seperate line items for each roadway to be milled/overlaid.

2. Provide seperate line items parking areas. Label parking areas based upon nearest adjacent building number.

3. Provide seperate line items for milling, overlay, and base repair.

4. Provide additional line items as required to limit line items to a maximum amount of $50,000.

C. Revise schedule to list approved Change Orders, with each Application For Payment.

1. Change Orders should be listed as separate line items included at the end of the schedule of values.

2. When a Change Order includes mutiple items of work, each item of work shall be listed as a separate line item with the approximate percentage complete for each scope of work listed.

D. Submit schedule of values within the timeframe outlined in the General Conditions of the Contract for Construction.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the General Conditions of the Contract for

Construction. Additional requirements/explanations are listed below.

B. Form to be used: Owner's approved form.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:

1. Item Number.

PRICE AND PAYMENT PROCEDURES 01 2000 - 2

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Stored Materials

7. Authorized Change Orders.

8. Total Completed and Stored to Date of Application.

9. Percentage of Completion.

F. Execute certification by signature of authorized officer.

G. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

1. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

H. Include the following with the application:

1. Transmittal letter as specified for Submittals in Section 01 3000.

2. Construction progress schedule, revised and current as specified in Section 01

3000.

3. Current construction photographs specified in Section 01 3000.

4. Affidavits attesting to off-site stored products.

5. Certificates of insurance for insured wharehouses where any off-site stored products are being held as well as invoices and photographs of materials being stored off-site.

1.04 MODIFICATION PROCEDURES

A. Comply with all requirements of the General Conditions of the Contractor for

Construction.

B. Computation of Change in Contract Amount: As specified in the Agreement and

Conditions of the Contract.

C. Do not proceed with work associated with a modification prior to final execution of modification by Contracting Officer.

D. Following execution of modification by the Contracting Officer, promptly:

1. Revised application of payment forms to record each authorized modification as a separate line item and adjust the Contract Price.

2. Revise progress schedules to reflect and change in Contract Time.

3. Enter changes in Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

B. Comply with all requirements of the General Conditions of the Contractor for Construction.

C. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7000.

2. All stipulated requirements stated in the General Conditions of the Contract for

Construction. .

PART 2 PRODUCTS - NOT USED

UNIT PRICES 01 2200 - 1

SECTION 01 2200 - UNIT PRICES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.

B. Measurement and payment criteria applicable to Work performed under a unit price payment method.

1.02 COSTS INCLUDED

A. A unit price is an amount proposed by Bidders and stated on the Bid Form as a price per unit of measurement for materials or services that will be added to or deducted from the Contract Sum by Change Order in the event the estimated quantities of Work required by the Contract Documents are increased or decreased.

B. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals;

erection, application or installation of an item of the Work; overhead and profit.

C. Refer to individual Specification Sections for construction activities requiring the establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

D. Schedule: A "Unit Price Schedule" is included at the end of this Section. Specification Sections referenced in the Schedule contain requirements for materials and methods described under each unit price.

E. Under the provisions of the General Conditions of the Contract, the Owner reserves the right to negotiate a lower rate at the time of use of a unit price to implement work defined or required under the unit price provisions.

1.03 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only.

Quantities and measurements of actual Work will determine the payment amount.

1.04 MEASUREMENT OF QUANTITIES

A. Take all measurements and compute quantities. Measurements and quantities will be verified by Architect.

B. Assist by providing necessary equipment, workers, and survey personnel as required.

UNIT PRICES 01 2200 - 2

C. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

D. Measurement by Area: Measured by square dimension using mean length and width or radius.

E. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

F. The Owner reserves the right to reject the Contractor's measurement of work-in-place that involves use of established unit prices, and will have this Work measured by the Owner's geotechnical consultant or owner’s civil engineer.

1.05 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Architect, multiplied by the unit price.

1.06 SCHEDULE OF UNIT PRICES

A. UNIT PRICE NO. 1

1. Replace Concrete Parking Bumpers: As a part of the project, all concrete bumpers present in the areas scheduled to receive asphalt milling and overlay are intended to be removed and reinstalled. The Contractor shall include in his base bid the cost to furnish and install 50 new concrete parking bumpers in accordance with specification section 32 1713.

2. At the Owner's discretion, more than 50 new concrete parking bumpers may be provided. If more than 50 new concrete parking bumpers are provided, an amount (dollar for dollar) will be added to the contract amount at this rate for each additional concrete parking bumper.

3. At the Owner's discretion, less than 50 new concrete parking bumpers may be provided. If less than 50 new concrete parking bumpers are provided, an amount (dollar for dollar) will be deducted from the contract amount at this rate for each concrete parking bumper not provided.

PART 2 PRODUCTS - NOT USED

BID OPTIONS 01 2300 - 1

SECTION 01 2300 - BID OPTIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of alternates.

B. Procedures for pricing alternates.

1.02 ACCEPTANCE OF BID OPTIONS

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at

Contracting Officer's option in accordance with the requirements of the Instruction for Bidders. Accepted alternates will be identified in the Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work to integrate the Work of each alternate.

1.03 SUMMARY

A. Definition: An Alternate is an amount proposed by Bidders and stated on the Bid Form for certain construction activities defined in the Bidding Requirements that may be added to the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. The base Bid is all items shown on the the Contract Documents except items to be added back by below schedule of alternates.

B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Alternate and/or contract option is complete and fully integrated into the project.

C. Schedule: A "Schedule of Alternates" is included at the end of this Section.

Specification Sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each Alternate.

D. Include as part of each Alternate, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate.

1.04 SCHEDULE OF BID OPTIONS

A. Bid Option No. 1: Milling & Overlay of Parking Lot Adjacent to Buildings 700 & 710.:

1. Alternate shall include all plant labor and material required for the milling of existing paving, repair of base course (where required), and installation of new

BID OPTIONS 01 2300 - 2

asphalt overlay in the extents indicated on the plans and in accordance with all project specifications. If the alternate is not awarded, no work in this area is required and the existing pavement systems will remain in the current state.

B. Bid Option No. 2: Milling & Overlay of Paving between buildings 138 & 141:

1. Alternate shall include all plant labor and material required for the milling of existing paving, repair of base course (where required), and installation of new asphalt overlay in the extents indicated on the plans and in accordance with all project specifications. If the alternate is not awarded, no work in this area is required and the existing pavement systems will remain in the current state.

C. Bid Option No. 3: Milling & Overlay of Paving between buildings 135 & 138:

1. Alternate shall include all plant labor and material required for the milling of existing paving, repair of base course (where required), and installation of new asphalt overlay in the extents indicated on the plans and in accordance with all project specifications. If the alternate is not awarded, no work in this area is required and the existing pavement systems will remain in the current state.

D. Bid Option No. 4: Milling & Overlay of Roadway between buildings 45 & 125:

1. Alternate shall include all plant labor and material required for the milling of existing paving, repair of base course (where required), and installation of new asphalt overlay in the extents indicated on the plans and in accordance with all project specifications. If the alternate is not awarded, no work in this area is required and the existing pavement systems will remain in the current state.

PART 2 PRODUCTS - NOT USED

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Superintendent Requirements B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Progress photographs.

F. Coordination drawings.

G. Number of copies of submittals.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary:

B. Section 01 7000 - Execution and Closeout Requirements C. Section 01 7800 - Closeout Submittals

1.03 PROJECT COORDINATION

A. Contractor's Project Manager: responsible for overall project coordination. .

B. Make the following types of submittals to Architect through the Project Coordinator:

C. Make the following types of submittals to Base Civil Engineer through the Project

Coordinator:

1. Requests for interpretation.

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Closeout submittals.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 SUPERINTENDENT REQUIREMENTS:

A. General Contractor shall designate a project superintendent to be on site and in charge of the work for the duration of the project.

B. The superintendent shall have experience in supervising and executing a minimum of 5 projects of similar scope and complexity.

C. Submit proposed superintendent's resume to Contracting Officer for approval prior to commencing on-site activities.

D. Superintendent shall be equipped with a cellular device capable of placing phone calls and responding to electronic mail communications.

E. Superintendent's cellular phone number will be used by the Architect and Owner as the primary method of communication between the Contractor and the Owner/Architect.

3.02 PRECONSTRUCTION MEETING

A. Contractor will schedule a meeting after notice to proceed.

B. Attendance Required:

1. Contracting Officer.

2. Architect.

3. Contractor.

4. All major sub contractors and suppliers.

5. Contracting Officer.

C. Agenda:

1. Submission of list of Subcontractors, schedule of values, and progress schedule.

2. Designation of personnel representing the parties to Contract and Architect.

3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

4. Scheduling.

5. Use of "Newforma" online web application for RFI, submittals, etc... Refer to section 01 3001 for additional information.

D. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Contracting Officer, Contracting Officer, participants, and those affected by decisions made.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-weekly intervals.

B. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, Contractor's Project Manager, Owner, Architect, and major Subcontractors/Suppliers when necessary/requested by the Owner/Architect/Contractor.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Review of modifications to project record documents documenting changes made on site since previous progress meeting.

12. Other business relating to Work.

E. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Contracting Officer, Contracting Officer, and Contractor. Contractor will be responsible for distributing minutes to suppliers/SubContractor and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. Submit proposed project schedule as outlined in the Contract Documents.

B. General Requirements:

1. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion to date of Final Completion.

2. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

a. Activity Duration: Define activities so no activity is longer than twenty days, unless specifically allowed by Architect.

b. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate

ADMINISTRATIVE REQUIREMENTS 01 3000 - 4

activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

c. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

d. Startup and Testing Time: Include not less than seven days for startup and testing.

e. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.

3. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work by Owner: Include a separate activity for each portion of the Work performed by Owner.

c. Products Ordered in Advance: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

d. Owner-Furnished Products: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

e. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Partial occupancy before Substantial Completion.

5) Use of premises restrictions.

6) Provisions for future construction.

7) Seasonal variations.

8) Environmental control.

4. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, review inspections by review agencies, Substantial Completion, and Final Completion.

5. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

a. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures.

6. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

C. Gantt-Chart Schedule:

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

1. Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within thirty days of date established fromthe Notice to Proceed . Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

2. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

a. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten percent increments within time bar.

D. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

E. Distribution: Distribute copies of approved schedule to ArchitectOwner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

3.05 REPORTS

A. Daily Construction Reports: Prepare a daily construction report and email to all required parties by noon of the following work day, recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. High and low temperatures and general weather conditions.

5. Accidents.

6. Meetings and significant decisions.

7. Unusual events (refer to special reports).

8. Stoppages, delays, shortages, and losses.

9. Orders and requests of authorities having jurisdiction.

10. Applicable photographs, noting location and condition.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 6

3.06 PRE-CONSTRUCTION PHOTOGRAPHS

A. Before starting construction, take a minimum of one hundred color photographs and a digital video recording of Project site and affected right-of-ways and surrounding properties and interior existing photos of affected areas from different vantage points, as directed by Architect. Show existing conditions adjacent to property.

3.07 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

C. Provide photographs of construction throughout progress of Work produced by an experienced photographer, who can also be an employee of the contractor, acceptable to Architect.Architect.

D. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Foundations in progress and upon completion.

4. Structural framing in progress and upon completion.

5. Enclosure of building, upon completion.

6. Final completion, minimum of ten (10) photos.

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Substantial Completion.

2. Consult with Architect for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1600 by 1200 ("2 megapixel"), in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via Newforma.

2. File Naming: Include project identification, date and time of view, and view identification.

3.08 SUBMITTALS

A. See section 01 3001 - Submittals.

SUBMITTALS 01 3001 - 1

SECTION 01 3001 - SUBMITTALS

PART I - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Preparing and processing of submittals for review and action.

2. Preparing and processing of informational submittals.

B. Submit the following for the Contracting Officer's review and action:

1. Shop drawings.

2. Structural design information required by the contract documents.

3. Product data.

4. Samples.

5. Submittals indicated as "for approval."

6. Submittals for which procedures are not defined elsewhere.

7. Submittal register.

C. Submit the following as informational submittals:

1. Certificates.

2. Coordination drawings.

3. Reports.

4. Qualification statements for manufacturers/installers.

5. Submittals indicated as "for information only."

D. Specific submittals required are described in individual sections.

E. Related Sections: The following are specified elsewhere in Division 1:

1. Product submittals:

a. Product option submittals.

b. Requests for substitution.

c. Operating and maintenance data.

d. Warranties.

e. Maintenance materials and tools.

2. Contract closeout submittals:

a. Equipment and systems demonstration reports.

b. Request for determination of substantial completion.

c. Certificate of occupancy.

d. Project record documents.

e. Bonds.

1.02 DEFINITIONS

A. Shop Drawings: See General Conditions.

SUBMITTALS 01 3001 - 2

1. Shop drawings also include:

a. Product data specifically prepared for this project.

b. Shop or plant inspection and test reports, when made on specific materials, products, or systems to be used in the work.

B. Product Data: See General Conditions.

1. Product data submittals also include:

a. Performance curves, when issued by the manufacturer for all products of that type.

b. Selection data showing standard colors.

c. Wiring diagrams, when standard for all products of that type.

C. Samples: See General Conditions.

D. Informational Submittals: Submittals identified in the contract documents as to be submitted for information only.

1.03 FORM OF SUBMITTALS

A. Use AF Form 3000 as the only acceptable form of approval and transmittal.

B. Sheets Larger Than 8-1/2 by 14 Inches:

1. Number of copies:

a. Submittals for review:

1) One correctable reproducible print, not folded and 1 of blue- or black-line print(s).

2) Reproducible will be returned.

b. Informational submittals:

1) 1 of opaque prints.

2) No copies will be returned.

C. Small Sheets or Pages:

1. Minimum sheet size: 8-1/2 by 11 inches.

2. Maximum sheet size for opaque copies: 8-1/2 by 14 inches.

3. Number of copies:

a. Transparencies: Same as for larger sheets.

b. Opaque copies:

1) For review: 5 copies.

2) 1 will be retained.

3) Informational submittals: 2 copies.

D. Samples: 3 sets of each.

1. 1 set will be returned.

E. If additional sets are needed by other entities involved in work represented by the samples, submit with original submittal.

F. Copies in excess of the number requested will not be returned.

SUBMITTALS 01 3001 - 3

G. Provide additional copies, if required for operating and maintenance data, marked to indicate their purpose.

H. Provide additional copies for project record documents.

1.04 COORDINATION OF SUBMITTALS

A. Coordinate submittals and activities that must be performed in sequence, so that the

Contracting Officer and Base Civil Engineer have enough information to properly review the submittals.

B. Coordinate submittals of different types for the same product or system so that the Contracting Officer and Base Civil Engineer have enough information to properly review each submittal.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 TIMING OF SUBMITTALS

A. Transmit each submittal at or before the time indicated on the approved schedule of submittals.

1. Prepare and submit for approval a schedule showing the required dates of submittal of all submittals.

2. Organize the schedule by the applicable specification section number.

3. Incorporate the contractor's construction schedule specified elsewhere.

4. Incorporate the quality control activities schedule specified elsewhere.

5. Submit within 15 days after commencement of the work.

6. Revise and resubmit the schedule for approval when requested.

B. Deliver each submittal requiring approval in time to allow for adequate review and processing time, including resubmittals if necessary; failure of the contractor in this respect will not be considered as grounds for an extension of the contract time.

C. Deliver each informational submittal prior to start of the work involved, unless the submittal is of a type which cannot be prepared until after completion of the work;

submit promptly.

D. If a submittal must be processed within a certain time in order to maintain the progress of the work, state so clearly on the submittal.

E. If a submittal must be delayed for coordination with other submittals not yet submitted, the Contracting Officer may either return the submittal with no action or notify the contractor of the other submittals which must be received before the submittal can be reviewed.

SUBMITTALS 01 3001 - 4

3.02 SUBMITTAL PROCEDURES - GENERAL

A. Contractor Review: Sign each copy of each submittal certifying compliance with the requirements of the contract documents.

B. Notify the Contracting Officer, in writing and at time of submittal, of all points upon which the submittal does not conform to the requirements of the contract documents, if any.

C. Do not commence work which requires review of any submittals until receipt of returned submittals with an acceptable action.

D. Do not allow submittals without an acceptable action marking to be used for the project.

E. Do not submit substitute items that have not been approved by means of the procedure specified elsewhere.

F. Do not include requests for substitution (either direct or indirect) on submittals; comply with procedures for substitutions specified elsewhere.

G. Preparation of Submittals:

1. Label each copy of each submittal, with the following information:

a. Project name.

b. Date of submittal.

c. Contractor's name and address.

d. Architect's name and address.

e. Subcontractor's name and address.

f. Supplier's name and address.

g. Manufacturer's name.

h. Specification section where the submittal is specified.

i. Numbers of applicable drawings and details.

j. Other necessary identifying information.

k. Indicate whether manufacturer or other source is listed on the owner's preferred vendor list.

l. Use AF Form 3000 for the approval of submittal.

2. Pack submittals suitably for shipment.

3. Submittals to receive Contracting Officer's action marking: Provide blank space on the label or on the submittal itself for action marking; minimum 4 inches wide by 5 inches high.

H. Transmittal of Submittals:

1. Submit all submittals to the Architect.

2. Submittals will be accepted from the contractor only. Submittals received from other entities will be returned without review or action.

3. Submittals received without a transmittal form will be returned without review or action.

a. Project name.

SUBMITTALS 01 3001 - 5

b. Submittal date.

c. Transmittal number.

d. Specification section number.

e. To:

f. From:

g. Contractor's name.

h. Subcontractor's and supplier's names.

i. Manufacturer's name.

j. Submittal type (shop drawing, product data, sample, informational submittal).

k. Description of submittal.

l. Records of distribution.

m. Action marking.

n. Comments.

4. Fill out a separate transmittal form for each submittal; also include the following:

a. Other relevant information.

b. Requests for additional information.

I. NOTE ADDITIONAL INFORMATION ON RESUBMITTALS. In the event a re-submittal is required one re-submittal will be processed at no charge to the contractor.

J. The contractor will be charged $100 for each additional disapproved re-submittal. It is the contractor's responsibility to submit material, shop drawings, plans, etc that complies with the contract documents. The cost to the government caused by the contractor's poor management practices will be passed back to the contractor via a $100 deductive change order for each additional occurrence. This change order will be a unilateral change order by the Contracting Officer and will not be negotiated since the submittal requirements are clear and the $100 is established at award.

3.03 SHOP DRAWINGS

A. Content: Include the following information:

1. Dimensions, at accurate scale.

2. All field measurements that have been taken, at accurate scale.

3. Names of specific products and materials used.

4. Details, identified by contract document sheet and detail numbers.

5. Show compliance with the specific standards referenced.

6. Coordination requirements; show relationship to adjacent or critical work.

7. Name of preparing firm.

B. Preparation:

1. Reproductions of contract documents are not acceptable as shop drawings.

2. Copies of standard printed documents are not acceptable as shop drawings.

3. Identify as indicated for all submittals.

4. Space for Contracting Officer's action marking shall be adjacent to the title block.

SUBMITTALS 01 3001 - 6

3.04 PRODUCT DATA

A. When product data submittals are prepared specifically for this project (in the absence of standard printed information) submit such information as shop drawings and not as product data submittals.

B. Content:

1. Submit manufacturer's standard printed data sheets.

2. Identify the particular product being submitted; submit only pertinent pages.

3. Show compliance with properties specified.

4. Identify which options and accessories are applicable.

5. Include recommendations for application and use.

6. Show compliance with the specific standards referenced.

7. Show compliance with specified testing agency listings; show the limitations of their labels or seals, if any.

8. Identify dimensions which have been verified by field measurement.

9. Show special coordination requirements for the product.

3.05 SAMPLES

A. Samples:

1. Provide samples that are the same as proposed product.

B. Preparation:

1. Attach a description to each sample.

2. Attach name of manufacturer or source to each sample.

3. Where compliance with specified properties is required, attach documentation showing compliance.

4. Where there are limitations in availability, delivery, or other similar characteristics, attach description of such limitations.

3.06 REVIEW OF SUBMITTALS

A. Submittals for approval will be reviewed, marked with appropriate action, and returned.

B. Informational submittals: Submittals will be reviewed.

1. "X" action: No action taken.

2. "Not Approved" action: Revise the submittal or prepare a new submittal complying with the comments made.

3.07 RETURN, RESUBMITTAL, AND DISTRIBUTION

A. Contractors may pick up submittals from Base Civil Engineer’s office.

SUBMITTALS 01 3001 - 7

B. Perform resubmittals in the same manner as original submittals; indicate all changes other than those requested by the Contracting Officer.

C. Distribution:

1. Distribute returned submittals to all subcontractors and suppliers involved in work covered by the submittal.

2. Record distribution on transmittal form.

3.08 SUBMITTAL REGISTER

A. Contractor to provide a register of submittals required under this contract. Register to include information as shown in sample register at the end of this section.

Division 1 - General Requirments

1 Section 01 3000, Administrative Requirements, Superintendent Resume 3 Prior to commencing on-site activities

2 Section 01 3000, Administrative Requirements, PreConstruction Photos 3 Prior to commencing on-site activities

3 Section 01 5713, Temporary Erosion & Sedimentation Control, Erosion and Sedimentation Control Plan 3 END OF

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4 Section 01 7800, Closeout Submittals, Project Record Drawings 3 END OF

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5 Section 01 7800, Closeout Submittals, Project Record Specifications 3 END OF

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6 Section 01 7800, Closeout Submittals, Project Record Addenda 3 END OF

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7 Section 01 7800, Closeout Submittals, Project Record Change Orders 3 END OF

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8 Section 01 7800, Closeout Submittals, Project Record Reviewed Shop Drawings 3 END OF

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9 Section 01 7800, Closeout Submittals, Project Record Manufacturer's Installation Instructions 3 END OF

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10 Section 01 7800, Closeout Submittals, Project Record Operation & Maintenance Data 3 END OF

CONTRACT

11 Section 01 7800, Closeout Submittals, Project Record Care & Maintenance Data 3 END OF

CONTRACT

12 Section 01 7800, Closeout Submittals, Project Warranties & Bonds 3 END OF

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13 Section 01 7800, Closeout Submittals, Project Attic Stock/Extra Materials END OF

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Quantity per specific specification sections

Division 2 - Existing Conditions

Division 3 - Concrete - NA

Division 4 - Masonry - NA

Division 5 - NA

AF FORM 66 Page 1

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Division 6 - Wood, Plastics, and Composites - NA

Division 7 - Thermal & Moisture Protection - NA

Division 8 - Openings - NA

Division 9 - Finishes - NA

Division 10 - Specialties - NA

Division 11 - NA

Division 12 - Furnishings - NA

Division 22 - Plumbing - NA

Division 23 - Heating, Ventilating, & Air Conditioning (HVAC) - NA

Division 26 - Electrical - NA Division 32 - Exterior Imrovements

14 Section 32 1216, Asphalt Paving, Product Data (Mix Design) 4 NTP + 21 DAYS

15 Section 32 1216, Asphalt Paving, Material Certificates 4 NTP + 21 DAYS

16 Section 32 1216, Asphalt Paving, Test Reports 4 NTP + 21 DAYS

17 Section 32 1713, Parking Bumpers, Product Data 4 NTP + 21 DAYS

18 Section 32 1713, Parking Bumpers, Samples 1 NTP + 21 DAYS

19 Section 32 1723.13, Painted Pavement Markings, Product Data 4 NTP + 21 DAYS

20 Section 32 1723.13, Painted Pavement Markings, Certificates 4 NTP + 21 DAYS

21 Section 32 1713, Parking Bumpers, Maintenance Materials NTP + 21 DAYS Quantity per specific specification sections

AF FORM 66 Page 2

QUALITY REQUIREMENTS 01 4000 - 1

SECTION 01 4000 - QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. References and standards.

B. Quality assurance submittals.

C. Control of installation.

D. Tolerances.

E. Testing and inspection services.

1.02 RELATED REQUIREMENTS

A. Section 01 3000 - Administrative Requirements: Submittal procedures.

B. Section 01 4216 - Definitions.

C. Section 01 4219 - Reference Standards.

D. Section 01 6000 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete

Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2013a.

B. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2012a.

C. ASTM E329 - Standard Specification for Agencies Engaged Construction Inspection and/or Testing; 2011.

D. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing;

2009.

E. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.

1.04 SUBMITTALS

A. Testing Agency Qualifications:

1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.

QUALITY REQUIREMENTS 01 4000 - 2

B. Report/Inspection Data: Written reports of each inspection, test or similar service shall include, but not be limited to:

1. Date of issue.

2. Project title and number.

3. Name, address and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the inspection or test.

6. Designation of the Work and test method.

7. Identification of product and Specification Section.

8. Complete inspection or test data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample-taking and testing.

11. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

14. The independent testing agency shall submit a certified written report of each inspection, test or similar service, to the Architect, in duplicate, unless the Contractor is responsible for the service. If the Contractor is responsible for the service, submit a certified written report of each inspection, test or similar service through the Contractor, in duplicate.

15. Submit additional copies of each written report directly to the governing authority, when the authority so directs.

C. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Contracting Officer, in quantities specified for Product Data.

1. Certificates may be recent or previous test results on material or product, but must be acceptable to Contracting Officer.

1.05 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard of date of issue current on date for receiving bids, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

QUALITY REQUIREMENTS 01 4000 - 3

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.06 TESTING AND INSPECTION AGENCIES

A. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

B. Contractor Responsibilities: The Contractor shall provide inspections, tests and similar quality control services, specified in individual Specification Sections and required by governing authorities; these services include those specified to be performed by an independent agency and not by the Contractor. Costs for these services shall be included in the Contract Sum.

C. The Contractor shall employ and pay a separate, designated, experienced quality control person, to perform full time on site construction quality control services.

D. Retesting: The Contractor is responsible for retesting where results of required inspections, tests or similar services prove unsatisfactory and do not indicate compliance with Contract Document requirements, regardless of whether the original test was the Contractor's responsibility.

1. Cost of retesting construction revised or replaced by the Contractor is the

Contractor's responsibility, where required tests were performed on original construction.

E. Associated Services: The Contractor shall cooperate with agencies performing required inspections, tests and similar services and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include but are not limited to:

1. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests.

2. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples.

3. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories.

4. Providing the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency.

5. Security and protection of samples and test equipment at the Project site.

F. The Contractor is responsible for scheduling times for inspections, tests, taking samples and similar activities.

QUALITY REQUIREMENTS 01 4000 - 4

PART 2 PRODUCTS - N/A

PART 3 EXECUTION

3.0…