Attachment 6_FAKZ999088 SPECS VOL 1.pdf

187th Fighter Wing, Dannelly Field, AL ANG, Montgomery, AL

New Base Supply Complex (FAKZ999088)

Technical Specifications for the

Date: 31 March 2021 Revised:

Job No: 18042 / FAKZ999088 Set No:

Submittal: B-3

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

VOLUME 1

NEW BASE SUPPLY COMPLEX (18042/FAKZ999088) Type B-3 (100%)

DANNELLY FIELD, MONTGOMERY, AL MARCH 31, 2021

TABLE OF CONTENTS -1

TABLE OF CONTENTS

The following general requirements specifications are incorporated into the project requirements by reference.

See CONSOLIDATED SPECIFICATIONS FOR: F-35 SIMULATOR FACILITY (FAKZ189019) & NEW

BASE SUPPLY COMPLEX (FAKZ999088) for complete set of General Requirements Applicable to this project.

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 PROJECT CONSOLIDATION & SEQUENCING

- CONSOLIDATION SCOPE DIAGRAM

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 0500 FIELD ENGINEERING 3

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2101.01 GENERAL CONTINGENCY ALLOWANCE AUTHORIZATION 9

01 2300 BID OPTIONS 8

01 3000 ADMINISTRATIVE REQUIREMENTS 9

01 3001 SUBMITTALS

- AF FORM 66

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING

- FAKZ189019 SUSTAINABILITY SCORESHEET

- FAKZ999088 SUSTAINABILITY SCORESHEET

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 2

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 9

01 6000 PRODUCT REQUIREMENTS 10

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 11

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 15

VOLUME I

DIVISION 01 – GENERAL REQUIREMENTS

01 1000 SUMMARY

DIVISION 02 - EXISTING CONDITIONS

02 4100 DEMOLITION 5

02 7110 FOUNDATION DRAINAGE SYSTEMS 6

TABLE OF CONTENTS -2

02 8213 ASBESTOS REMOVAL 13

02 8416 REMOVAL OF FLUORESCENT LAMPS AND BALLASTS 5

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 29

03 3680 CONCRETE POLISHING AND DYING 8

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 14

04 7200 CAST STONE MASONRY 7

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 5

05 3100 STEEL DECKING 6

05 4000 COLD-FORMED METAL FRAMING 6

05 5000 METAL FABRICATIONS 9

05 5213 RAILINGS & GUARDS 5

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

06 2000 FINISH CARPENTRY 5

06 4100 ARCHITECTURAL WOOD CASEWORK 7

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 2100 THERMAL INSULATION 6

07 2119 SPRAY FOAM INSULATION 7

07 2129 SPRAYED INSULATION 4

07 2500 WEATHER BARRIERS 16

07 2650 INTEGRALLY BONDED UNDERSLAB VAPOR PROTECTION 6

07 4113 METAL ROOF PANELS 14

07 4114 INSULATED METAL ROOF PANELS 10

07 4213 RIBBED METAL WALL PANELS 11

07 4214 INSULATED METAL WALL PANELS 8

07 4293 METAL SOFFIT PANELS 8

07 4300 ALUMINUM-FACED COMPOSITE WALL PANELS 13

07 4800 CONTINUOUS INSULATION CHANNELS 9

07 5400 THERMOPLASTIC MEMBRANE ROOFING - PVC/KEE 14

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 8

07 7100 ROOF SPECIALTIES 12

07 8100 APPLIED FIRE PROTECTION 7

07 8400 FIRESTOPPING 11

07 9005 JOINT SEALERS 12

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 13

TABLE OF CONTENTS -3

08 1416 FLUSH WOOD DOORS 6

08 3100 ACCESS DOORS AND PANELS 3

08 3323 OVERHEAD COILING DOORS 6

08 3459 WEAPONS VAULT DOOR 6

08 3481 SECURITY RATED AND SOUND CONTROL DOOR ASSEMBLIES 10

08 4113 ALUMINUM-FRAMED ENTRANCES 8

08 4313 ALUMINUM-FRAMED STOREFRONTS 8

08 4413 GLAZED ALUMINUM CURTAIN WALLS 10

08 5200 BLAST RESISTANT ALUMINIUM WINDOW SYSTEMS 14

08 5619 GLASS TRANSACTION WINDOWS 3

08 7100 DOOR HARDWARE 33

08 8000 GLAZING 7

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 9

09 2116 GYPSUM BOARD ASSEMBLIES 10

09 3000 TILING 11

09 5100 ACOUSTICAL CEILINGS 8

09 5420 LINEAR SUSPENDED WOOD CEILING SYSTEMS 6

09 6500 RESILIENT BASE 5

09 6813 TILE CARPETING 6

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 14

DIVISION 10 - SPECIALTIES

10 1100 VISUAL DISPLAY UNITS 5

10 1400 SIGNAGE 6

10 2113 STAINLESS STEEL TOILET COMPARTMENTS 7

10 2223 MOVEABLE WALL SYSTEM 6

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 10

10 4400 FIRE PROTECTION SPECIALTIES 3

10 5100 LOCKERS 4

10 8500 RECYCLING SPECIALTIES 2

DIVISION 11 - EQUIPMENT

11 1600 HYDRAULIC DOCK LEVELERS 6

11 3013 RESIDENTIAL APPLIANCES 4

11 5213 CEILING-RECESSED FRONT PROJECTION SCREENS 5

11 5223 AUDIO-VISUAL EQUIPMENT SUPPORTS 5

DIVISION 12 - FURNISHINGS

12 2115 OPERABLE MESH SHADES 6

12 3600 COUNTERTOPS AND WINDOW SILLS 5

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

DIVISION 13 - SPECIAL CONSTRUCTION

13 3419 METAL BUILDING SYSTEMS 19

TABLE OF CONTENTS -4

VOLUME 2

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET-PIPE FIRE-SUPPRESSION SPRINKLERS 12

DIVISION 22 – PLUMBING

22 0513 COMMON MOTOR REQUIREMENTS FOR PLUMBING

EQUIPMENT

22 0514 COMMON WORK RESULTS FOR PLUMBING 12

22 0519 METERS AND GAGES FOR PLUMBING PIPING 5

22 0523 GENERAL-DUTY VALVES FOR PLUMBING PIPING 5

22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 4

22 0716 PLUMBING PIPING INSULATION 12

22 1000 FACILITY NATURAL GAS PIPING 10

22 1116 DOMESTIC WATER PIPING 11

22 1119 DOMESTIC WATER PIPING SPECIALTIES 7

22 1316 SANITARY WASTE AND VENT PIPING 7

22 1319 SANITARY WASTE PIPING SPECIALTIES 8

22 3300 ELECTRIC WATER HEATERS 4

22 3400 FUEL FIRE, DOMESTIC WATER HEATERS – NATURAL GAS 4

22 4100 PLUMBING FIXTURES 6

DIVISION 23 – HEATING, VENTILATION & AIR CONDITIONING

23 0500 GENERAL HVAC REQUIREMENTS 5

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 2

23 0517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING 2

23 0518 ESCUTCHEONS FOR HVAC PIPING 2

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 3

23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 3

23 0593 TESTING, ADJUSTING AND BALANCING 12

23 0713 DUCT INSULATION 8

23 0719 HVAC PIPING INSULATION 14

23 0900 HVAC INSTRUMENTATION AND CONTROLS 24

23 0993 SEQUENCE OF OPERATION 2

23 2113 HYDRONIC PIPING 11

23 2300 REFRIGERANT PIPING 9

23 3113 METAL DUCTS 11

23 3300 DUCT ACCESSORIES 7

23 3301 FIXED LOUVER 7

23 3400 HVLS FANS 8

23 3423 HVAC POWER VENTILATORS 6

23 3713 DIFFUSERS, REGISTERS AND GRILLES 3

23 5100 HVAC BREECHINGS 3

23 5416 GAS FIRED FURNACES 4

23 5533 GAS-FIRED UNIT HEATERS 4

23 7200 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT 9

23 7313 INDOOR AIR-HANDLING UNITS 8

TABLE OF CONTENTS -5

23 8126 DUCTLESS SPLIT-SYSTEM AIR-CONDITIONING UNITS 4

DIVISION 26 - ELECTRICAL

26 0100 GENERAL ITEMS 5

26 0124 MEDIUM-VOLTAGE CABLES 7

26 0211 ELECTRICITY METERING 11

26 0271 MEDIUM-VOLTAGE TRANSFORMERS 8

26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 6

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 6

26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 14

26 0543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS

26 0544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS

AND CABLING

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 10

26 0923 LIGHTING CONTROL SYSTEM 34

26 2416 PANELBOARDS 7

26 2418 LOW-VOLTAGE TRANSFORMERS 4

26 2726 WIRING DEVICES 6

26 2813 FUSES 2

26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 7

26 3000 SHORT CIRCUIT COORDINATION STUDY AND ARC FLASH

HAZARD ANALYSIS

26 4113 LIGHTNING PROTECTION FOR STRUCTURES 4

26 5119 LED INTERIOR LIGHTING 7

26 5619 LED EXTERIOR LIGHTING 9

DIVISION 27 – COMMUNICATIONS

27 0500 STRUCTURED CABLING 9

27 0510 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 2

27 0520 COMMUNICATION CABLE MANAGEMENT AND LADDER RACK 4

27 0528 PATHWAYS FOR COMMUNICATION SYSTEMS 4

27 0544 SLEVES AND SLEEVE SEALS COMMUNICATIONS PATHWAYS

AND CABLING

27 0610 IDENTIFICATION FOR COMMUNICATION SYSTEMS 1

27 1300 COMMUNICATION OPTICAL FIBER BACKBONE CABLING 6

27 1500 COMMUNICATION COPPER HORIZONTAL CABLING 3

28 2005 COMMUNICATIONS PATCH PANELS AND FIBER OPTIC

ENCLOSURES

27 2010 COMMUNICATION RACKS AND ENCLOSURES 2

27 2015 COMMUNICATION FACEPLATES AND CONNECTORS 3

27 2020 COMMUNICATION PATCH CORDS AND WORKSTATION CORDS 3

DIVISION 28 – COMMUNICATIONS

28 3111 FIRE DETECTION, EVACUATION, AND MASS NOTIFICATION

SYSTEM

- IDS-ACS-CCTV SUMMARY

DIVISION 31 - EARTHWORK

TABLE OF CONTENTS -6

31 0010 SITE PROTECTION 4

31 0200 EROSION AND SEDIMENTATION CONTROLS 3

31 1001 SITE CLEARING 4

31 2210 EARTHWORK 14

- GEOTECHNICAL ENGINEERING REPORT 65

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 13

32 1316 STAMED CONCRETE PAVING 7

32 1413 PRECAST CONCRETE UNIT PAVING 4

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 3113 CHAIN LINK FENCES AND GATES 5

32 3132 WOOD COMPOSITE FENCES AND GATES 7P

32 3136 SECURITY BOLLARDS 3

32 3215 SLIDE GATE OPERATOR 5

32 9219 SEEDING 5

32 9223 SODDING 4

32 9300 PLANTS 7

DIVISION 33 - UTILITIES

33 1117 OUTSIDE WATER SYSTEM 6

33 3112 SANITARY SEWERAGE 6

33 4112 STORM DRAINAGE 6

33 7350 SITE NATURAL-GAS DISTRIBUTION 3

BASE SUPPLY COMPLEX (FAKZ999088/18042) Type B-3 (100%)

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: 18042 - New Base Supply Complex

B. Government's Name: Alabama Air National Guard.

C. Architect's Name: Seay, Seay, & Litchfield, PC.

D. Project Number: Architects Job Number 18042, Government Project # FAKZ999088

E. Project:

1. Vertical construction will consist of work on one facility. The main facility is the 18042 - New Base Supply Complex which will be an approximately 39,000 square foot building housing the Base's Logistic Readiness Squadron (LRS). Within the new Base Supply Complex, special facilities include non-secure and secure office space, storage space, loading dock, secure vaults, meeting and training rooms, and a break room.

2. After the completion of the 18042 - New Base Supply Complex and relocation of stored materials, demolition and abatement activities will occur at Building 1202 (the existing Base Supply facility).

3. Special attention will need to be paid to layout, erosion control, and laydown operations due to the limitations of the site and existing utilities on site. Scope of work will include the rerouting of underground utilities.

4. The new building’s structural system includes slab on grade with engineered fill soil stabilization, structural steel framing as well as load bearing masonry, open web joists with form deck, and metal floor decking. The roof will have both low slope components with tapered insulation and thermoplastic roofing, sloped standing seam roofing, and sloped insulated standing seam metal roof panels. The exterior walls include veneer brick, cast stone, storefront, curtainwall, and insulated metal wall panels.

5. Major building systems include a 4 pipe chilled water system, dedicated outside air unit, boilers, but excluding chillers (to be installed in the F-35 Simulator Facility located to the South of the 18042 - New Base Supply Complex.

6. Specialty equipment included in the project includes HVLS fans, metal lockers, dock levelers and associated lighting and indicators.

SUMMARY 01 1000 - 2

7. Underground utility work will include all building necessary power, sanitary, storm, gas, water, and data infrastructure. Coordination will be required with existing utilities to maintain operation through and around the site and will include power, sanitary, storm, gas, water, and data.

8. Site work will comprise of on-site parking, pedestrian paving, landscape and retaining walls, sodding, and landscape planting.

F. Construction Time: Refer to Instructions to Bidders

G. The contractor should have completed a minimum of five (5) projects of similiar complexity and delivery method within the past five (5) years. Prior to contract award, the General Contractor shall provide documentation of projects to architect for approval.

H. Construction Superintendent: The General Contractor shall provide a full time on site construction superintendent with a minimun of five years experience on projects of similar size and type. This superintendent shall serve in a supervisory capacity. Prior to construction the contractor shall submit a resume of the construction superintendent to the architect for approval. Refer to General Conditions for further requirements.

I. Construction Project Manager: The General Contractor shall provide a project manager with a minimun of five years experience on projects of similar size and type. Prior to construction the project manager shall submit a resume of the project manager to the architect for approval.

J. Geotechnical Engineer: The Owner shall provide a geotechnical engineer. Contractor shall coordinate associated work with the Owner's engineer.

K. Technology Subcontractor: The General Contractor shall provide a technology subcontractor who shall be responsibile for installation, coordination, and integration of building-wide systems and controls as outline in these Contract Documents. Prior to construction, the project manager shall submit the resume of the technology subcontractor to the architect for approval.

L. Comply with the Following Regulatory Agencies and/or Requirements

1. Alabama Fire Marshall

2. City of Montgomery

3. Alabama Department of Environmental Management

4. Owner/ Agency/Department

5. OSHA

SUMMARY 01 1000 - 3

6. The Americans with Disabilities Act

7. Applicable Federal Agencies

8. Obtain copies of the regulations listed above which are requied by Law to be at the project site and keep at the project site for the use of all parties.

M. Conflicts in the Contract Documents: Where conflicts occur in the contract documents the more expensive option shall be included for the contractor's pricing purposes unless otherwise clarified in writing by the Architect. Prior to execution of the work the Architect shall be consulted of all options, and a decision will be rendered by the Architect.

N. Documents and Samples at the Site

1. "As Issued” Set

a. The Contractor shall maintain at the Project site, in good order, at least one copy of all Addenda, Change Orders, supplemental drawings, written directives and clarifications, and approved Submittals intact as issued, and an updated construction schedule.

2. "Posted Set"

a. The Contractor shall maintain at the Project site, in good order, at least one set of the Drawings and Project Manual into which the Contractor has “posted”(incorporated) all Addenda, Change Orders, supplemental drawings, clarifications, and other information pertinent to the proper performance of the Work. The Contractor shall assure that all sets of the Drawings and Project Manuals being used by the Contractor, Subcontractors, and suppliers are “posted” with the current information to insure that updated Contract Documents are used for performance of the Work.

3. Record Set

a. One set of the Drawings and Project Manual described in Paragraph 2 shall be the Contractor’s record set in which the Contractor shall record all field changes, corrections, selections, final locations, and other information as will be duplicated on the “As-built” documents required under this Section. The Contractor shall record such “as-built” information in its record set as it becomes available through progress of the Work. The Contractor’s performance of this requirement shall be subject to confirmation by the Architect at any time as a prerequisite to approval of Progress Payments.

SUMMARY 01 1000 - 4

b. The documents and samples required by this Article to be maintained at the Project site shall be readily available to the Architect, Owner, Other Project Inspector, and their representatives.

O. "As-Built" Documents

1. Unless otherwise provided in the Contract Documents, the Contractor shall deliver three (3) sets of “As-built” documents, as described herein, to the Architect for submission to the Owner upon completion of the Work. Each set of “As-built’ documents shall consist of a copy of the Drawings and Project Manual, in like-new condition, into which the Contractor has neatly incorporated all Addenda, Change Orders, supplemental drawings, clarifications, field changes, corrections, selections, actual locations of underground utilities, and other information as required herein or specified elsewhere in the Contract Documents.

2. The Contractor shall use the following methods for incorporating information into the “As-built” documents:

a. Drawings

1) To the greatest extent practicable, information shall be carefully drawn and lettered, in ink, on the Drawings in the form of sketches, details, plans, notes, and dimensions as required to provide a fully dimensioned record of the Work. When required for clarity, sketches, details, or partial plans shall be drawn on supplemental sheets and bound into the Drawings and referenced on the drawing being revised.

2) Where a revised drawing has been furnished by the Architect, the drawing of latest date shall be bound into the Drawings in the place of the superseded drawing.

3) Where a supplemental drawing has been furnished by the Architect, the supplemental drawing shall be bound into the Drawings in an appropriate location and referred to by notes added to the drawing being supplemented.

4) Where the Architect has furnished details, partial plans, or lengthy notes of which it would be impractical for the Contractor to redraw or letter on a drawing, such information may be affixed to the appropriate drawing with transparent tape if space is available on the drawing.

5) Any entry of information made in the Drawings that is the result of an Addendum or Change Order, shall identify the Addendum or Change Order from which it originated.

SUMMARY 01 1000 - 5

b. Project Manual

1) A copy of all Addenda and Change Orders, excluding drawings thereof, shall be bound in the front of the Project Manual.

2) Where a document, form, or entire specification section is revised, the latest issue shall be bound into the Project Manual in the place of the superseded issue.

c. Where information within a specification section is revised, the deleted or revised information shall be drawn through in ink and an adjacent note added identifying the Addendum or Change Order containing the revised information.

3. Within ten days after the Date of Substantial Completion of the Work, or the last completed portion of the Work, the Contractor shall submit the “As-built” documents to the Architect for approval. If the Architect requires that any corrections be made, the documents will be returned in a reasonable time for correction and resubmission.

4. Contractor shall submit three (3) CD-R copies containing PDF files of the described "As-Built" deliverables above.

P. General Warranty

1. The Contractor warrants to the Owner and Architect that all materials and equipment furnished under the Contract will be of good quality and new, except such materials as may be expressly provided or allowed in the Contract Documents to be otherwise, and that none of the Work will be Defective Work.

Q. One-Year Warranty

1. If, within one year after the date of Substantial Completion of the Work or each designated portion of the Work (or otherwise as agreed upon in a mutually-executed Certificate of Substantial Completion), any of the Work is found to be Defective Work, the Contractor shall promptly upon receipt of written notice from the Owner or Architect, and without expense to either, replace or correct the Defective Work to conform to the requirements of the Contract Documents, and repair all damage to the site, the building and its contents which is the result of Defective Work or its replacement or correction.

2. The one-year warranty for punch list items shall begin on the Date of Substantial Completion if they are completed or corrected within the time period allowed in the Certificate of Substantial Completion in which they are recorded. The one-year warranty for punch list items that are not completed or corrected within the

SUMMARY 01 1000 - 6

time period allowed in the Certificate of Substantial Completion, and other Work performed after Substantial Completion, shall begin on the date of Final Acceptance of the Work. The Contractor’s correction of Work pursuant to this warranty does not extend the period of the warranty. The Contractor’s one-year warranty does not apply to defects or damages due to improper or insufficient maintenance, improper operation, or wear and tear during normal usage.

3. Upon recognizing a condition of Defective Work, the Owner shall promptly notify the Contractor of the condition. If the condition is causing damage to the building, its contents, equipment, or site, the Owner shall take reasonable actions to mitigate the damage or its continuation, if practical. If the Contractor fails to proceed promptly to comply with the terms of the warranty, or to provide the Owner with satisfactory written verification that positive action is in process, the Owner may have the Defective Work replaced or corrected and the Contractor and the Contractor’s Surety shall be liable for all expense incurred.

4. Year-end Inspection(s): An inspection of the Work, or each separately completed portion thereof, is required near the end of the Contractor's one-year warranty period(s). As part of the year-end inspection, the Owner's Commissioning Agent will provide a follow-up inspection to ensure all systems are opertating as designed. The subsequent delivery of the Architect’s report of a Year-end Inspection will serve as confirmation that the Contractor was notified of Defective Work found within the warranty period.

5. The Contractor’s warranty of one year is in addition to, and not a limitation of, any other remedy stated herein or available to the Owner under applicable law.

R. Retainage

1. “Retainage” is defined as the money earned and, therefore, belonging to the Contractor (subject to final settlement of the Contract) which has been retained by the Owner conditioned on final completion and acceptance of all Work required by the Contract Documents. Retainage shall not be relied upon by Contractor (or Surety) to cover or off-set unearned monies attributable to uncompleted or uncorrected Work.

2. In making progress payments the Owner shall retain five percent of the estimated value of Work performed and the value of the materials stored for the Work; but after retainage has been held upon fifty percent of the Contract Sum, no additional retainage will be withheld.

S. Liquidated Damages

SUMMARY 01 1000 - 7

1. Time is the essence of the Contract. Any delay in the completion of the Work required by the Contract Documents may cause inconvenience to the public and loss and damage to the Owner including but not limited to interest and additional administrative, architectural, inspection and supervision charges. By executing the Construction Contract, the Contractor agrees that the Contract Time is sufficient for the achievement of Substantial Completion.

2. The Contract Documents may provide in the Construction Contract or elsewhere for a certain dollar amount for which the Contractor and its Surety (if any) will be liable to the Owner as liquidated damages for each calendar day after expiration of the Contract Time that the Contractor fails to achieve Substantial Completion of the Work. If such daily liquidated damages are provided for, Owner and Contractor, and its Surety, agree that such amount is reasonable and agree to be bound thereby.

3. If a daily liquidated damage amount is not otherwise provided for in the Contract Documents, a time charge equal to six percent interest per annum on the total Contract Sum may be made against the Contractor for the entire period after expiration of the Contract Time that the Contractor fails to achieve Substantial Completion of the Work.

4. The amount of liquidated damages due under this Section, above, may be deducted by the Owner from the moneys otherwise due the Contractor in the Final Payment, not as a penalty, but as liquidated damages sustained, or the amount may be recovered from Contractor or its Surety. If part of the Work is substantially completed within the Contract Time and part is not, the stated charge for liquidated damages shall be equitably prorated to that portion of the Work that the Contractor fails to substantially complete within the Contract Time. It is mutually understood and agreed between the parties hereto that such amount is reasonable as liquidated damages.

T. Permits. Fees and Notices

1. Unless otherwise provided in the Contract Documents, the Contractor shall be responsible for securing a Building Permit (Building Permit fee shall be waived for this project). The Contractor shall be responsible for securing and paying for all other required permits and governmental fees, business license, Contractor's Quarterly Report, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

2. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

SUMMARY 01 1000 - 8

U. Taxes

1. The Contractor will not be required to pay sales tax per Act 2013-205 signed into law May 9th, 2013.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on Stipulated Price described in front end documents.

B. Scope of the work shall be as shown in the contract documents perpared by Seay, Seay, & Litchfield, P.C. Dated - November 2019.

C. Refer to Contract Documents for Base Bid, Alternates, and Unit Prices.

1.03 CONTRACT DURATION

A. Project shall be substantially complete within 365 calendar days from the notice to proceed.

1.04 USE OF SITE AND MISC. REQUIREMENTS

A. The space available to the contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is as per the owner's approval.

1. Other areas are off limits to all construction personnel.

B. Access to site will be limited; obtain owner's approval of proposed routes of access.

C. Keep existing sidewalks, roads, parking lots and drives on site clear and available at all times. Promptly remove mud, dirt, debris etc. from sidewalks, streets and public right-of-way during construction as it occurs.

D. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, the owner can make Base owned property available on an as needed basis for temporary storage of materials. Contractor shall verify locations are a fully bonded and insured facility acceptable to the owner, with all items clearly identified as being assigned to this project.

E. Contractors and Vendors are to lock all vehicles when parked and unattended. Do not leave keys in vehicles or equipment when unattended or leave unattended with motor running.

F. The Owner, Representative, Architect and the Architect's consultants as well as Building Authorities will require vehicular site accessibility on a regular basis to

SUMMARY 01 1000 - 9

conduct business related to the project including performing inspections, observations, etc. The Contractor will maintain reasonably accessible routs for foot traffic through the site.

G. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades.

H. Construction operations are not to affect any of the ongoing operations of the Owner throughout the site. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

I. Smoking or other use of other types of tobacco products shall not be permitted on any property. Comply with all applicable governing authorities.

J. The use or presence of alcohol and/or debilitating substances are strictly prohibited on the project site.

K. Comply with the owner's security requirements

L. Signs: Provide signs adequate to direct visitors.

1. Do not install, or allow to be installed, signs other than specified Project sign(s) and signs identifying only the principal Trade Contractors involved in the project.

Location of signs to be determined by General Contractor per the approval of the Owner's representative.

M. Extreme care shall be taken to protect the site amenities that are shown to remain.

These elements shall be roped off and have no driving or parking or any other construction activities under the tree canopy.

N. Music Devices: No music devices will be permitted on site to include but not limited to radios, tape players, CD players, and head phones.

O. Cat calling will not be tolerated. Any workers engaged in such behavior will be asked to leave at the contractors expense.

1.05 OWNER'S RESPONSIBILITIES

A. Owner's Representative

1. The Owner's Representative will manage the Work of the project and be the point of contact for all communications on behalf of the owner. The Owner's Representative will also coordinate all administrative and procedural reqiurements.

The Owner's Repreesentative will be Major Adam Sanders unless the Owner gives

SUMMARY 01 1000 - 10

other written instructions.

B. Work by Owner

1. Government will award contracts for supply and installation of furniture and storage cabinetry which may commence prior to contractor's final completion of on site work. Contractor to coordinate with owner regarding scheduling of installation of owner provided products and materials. .

2. Items noted NIC (Not in Contract) will be supplied and installed by Government before Substantial Completion. Some items include:

a. Ice maker.

b. Storage Racks.

c. Small equipment.

d. Audio Video Equipment.

C. Owner Occupancy

1. Government intends to occupy the Project upon Substantial Completion.

2. Cooperate with Government to minimize conflict and to facilitate Government's operations.

3. Schedule the Work to accommodate Government occupancy.

D. Contractor Use of Site and Premises

1. Construction Operations: Limited to affected by the scope of work shown on the drawings. Coordinate with Owner.

2. Provide access to and from site as required by law and by Government:

a. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

b. Do not obstruct roadways, sidewalks, or other public ways without permission from the City of Auburn with adequate notice.

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

SUMMARY 01 1000 - 11

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

DEMOLITION 02 4100 - 1

SECTION 02 4100 - DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Building demolition excluding removal of hazardous materials and toxic substances.

B. Selective demolition of built site elements.

C. Selective demolition of building elements for alteration purposes.

D. Abandonment and removal of existing utilities and utility structures.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor.

B. Section 01 3325 - Project Sustainability Summary

C. Section 01 3329 - Sustainable Design Reporting

D. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

E. Section 31 0200 - Temporary Erosion and Sediment Control.

F. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation.

G. Section 01 7000 - Execution and Closeout Requirements: Project conditions;

protection of bench marks, survey control points, and existing construction to remain;

reinstallation of removed products; temporary bracing and shoring.

H. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.

I. Section 31 1000 - Site Clearing: Vegetation and existing debris removal.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards current edition.

B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations 2019.

DEMOLITION 02 4100 - 2

1.04 SUBMITTALS

A. Site Plan: Showing:

1. Vegetation to be protected.

2. Areas for temporary construction and field offices.

B. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences.

2. Identify demolition firm and submit qualifications.

3. Include a summary of safety procedures.

C. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.

1.05 QUALITY ASSURANCE

A. Demolition Firm Qualifications: Company specializing in the type of work required.

1. Minimum of 5 years of documented experience.

PART 2 PRODUCTS -- NOT USED

PART 3 EXECUTION

3.01 SCOPE

A. Remove the entire building 1202.

1. The buildings to be demolished will not be empty, although, they will not be loaded with furniture, but there may be some miscellaneous materials inside the buildings. Anything and everything in the buildings will be demolished as part of the project.

B. Remove paving and curbs as required to accomplish new work.

C. Visit site prior to bid and verify all existing conditions, existing structures, finishes, and location of work area.

D. Remove other items indicated, for salvage, relocation, and recycling.

E. The contractor is responsible for the abatement of all hazardous materials. Refer to Specification Section 02 8213 Asbestos Removal and 02 8416 Removal of Flourescent

DEMOLITION 02 4100 - 3

Lamps and Ballasts.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with other requirements specified in Section 01 7000.

B. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Use of explosives is not permitted.

3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

4. Provide, erect, and maintain temporary barriers and security devices.

5. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

6. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

7. Do not close or obstruct roadways or sidewalks without permit.

8. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

9. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

C. Do not begin removal until receipt of notification to proceed from Government.

D. Do not begin removal until built elements to be salvaged or relocated have been removed.

E. Protect existing structures and other elements that are not to be removed (including adjacent builings).

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

DEMOLITION 02 4100 - 4

F. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

G. If hazardous materials are discovered during removal operations, stop work and notify Government and Government; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

H. Perform demolition in a manner that maximizes salvage and recycling of materials.

1. Comply with requirements of Section 01 7419 - Waste Management.

2. Dismantle existing construction and separate materials.

3. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse.

I. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface

J. All adjacent base structures will continue to be occupied during demolition and constrcution. Contractor shall be required to maintain all dust controll measures including, but not limited to, construction of fence mesh and temporary sprinkler throughout construction. During on site storage, all demolished materials shall remain moist to prevent air borne dust accumulation. All debris shall be removed from the project site daily. After daily removal of demolished materials, contractor shall clean storage area and haul rout to prevent dust accumulation.

K. Contractor shall be responsible for and make reparations to any and all damage to existing base components located along the haul route / construction site caused by construction activities. All reparations shall be made prior to Beneficial Occupancy.

3.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Government.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Government.

DEMOLITION 02 4100 - 5

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

H. Existing Data Duct Bank:

1. It shall be the contractors responsibility to locate and verify this feature prior to any work. Locations shown on drawings are approximate.

2. Contractor shall take extreme measures to protect the existing data duct bank.

3.04 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Remove from site all materials not to be reused on site; comply with requirements of Section 01 7419 - Waste Management.

C. Leave site in clean condition, ready for subsequent work.

D. Clean up spillage and wind-blown debris from public and private lands.

E. All demolished materials shall become the property of the Contractor and shall be removed from the site by the Contractor unless noted otherwise in Contract Documents.

F. The Contractor shall select haul routes, obtain required approval of local authorities, and conduct its operations in such manner as to insure minimum interference with roads, street, sidewalks, and neighboring buildings and facilities and so that there is no interference with the normal operations of the building.

G. The Contractor shall obtain all necessary permits and comply with all statutes, ordinances, codes and regulations applicable to the work to be performed.

H. The Contractor shall take all precautions necessary to assure that the work will be performed in a manner that will not endanger the public, any workman, or any property in the vicinity of the work.

I. The Contractor shall take such actions as shall be necessary to assure that members of the public will have safe passage on the public streets around the area of demolition, and construct such fencing, barricades and obstacles as will prevent unauthorized entry to the work site.

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FOUNDATION DRAINAGE SYSTEMS 02 7110 - 1

SECTION 02 7110 - FOUNDATION DRAINAGE SYSTEMS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. Section 01 3325 - Project Sustainability Summary

C. Section 01 3329 - Sustainable Design Reporting

D. Section 01 6000 - Product Requirements

1.02 SUMMARY

A. This Section includes foundation, subsoil drainage systems.

B. Related Sections. The following Sections contain requirements that relate to this Section:

1. Division 31 Section “Earthwork” for excavating, trenching, and backfilling.

2. Division 33 Section “Storm Drainage” for connections to storm drainage systems.

3. Division 3 Section “Cast-in-Place Concrete” for concrete cleanout anchors.

4. Division 7 Section for waterproofing.

1.03 SUBMITTALS

A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections.

B. Product data for the following:

1. Solid pipe for tight joints.

2. Perforated piping.

3. Drainage conduits.

C. Sustainability Submittals, Product data for HPSB Compliance:

1. For products having recycled content, documentation indicating percentages by weight of postconsumer and pre-consumer recycled content.

FOUNDATION DRAINAGE SYSTEMS 02 7110 - 2

a. Include statement indicating costs (sell price for each product having recycled content)

b. Total weight of products provided

1.04 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experience Installer who has completed foundation drainage systems similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance.

1.05 COORDINATION

A. Coordinate foundation drainage system installation with excavating, trenching, and backfilling.

B. Coordinate piping termination with storm drainage system.

1.06 PROJECT CONDITION

A. Site Information: Verify all existing utility conditions.

B. Existing Utilities: Do not interrupt utilities serving facilities occupied by the Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated.

1. Notify the Government not less than 2 days in advance of proposed utility connections.

2. Do not proceed with utility interruptions without the Government's written permission.

1.07 HPSB REQUIREMENTS

A. A. Materials specified shall have a post-consumer content as follows:

1. Steel - Recycled Content: 30% Post-consumer content, minimum.

2. HDPE - Recycled Content: 100% Post-consumer content, minimum.

3. PVC - Recycled Content: 5% Post-consumer content, minimum.

PART 2 PRODUCTS

2.01 PIPES AND FITTINGS

A. General: Include pipes, fittings, couplings, and joint materials.

FOUNDATION DRAINAGE SYSTEMS 02 7110 - 3

B. Cast-Iron Soil Pipe and Fittings: ASTM A 74, Service and Extra-Heavy classes, hub-and-spigot ends, gray, cast iron, for gasketed joints.

1. Gaskets: ASTM C 564, rubber, of thickness matching class of pipe.

C. Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: ASTM D 3034, SDR 35, bell-and-spigot ends, for gasketed joints.

1. Gaskets: ASTM F 477, elastomeric seal.

D. Perforated, Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: ASTM D 2729, bell-and-spigot ends, for loose joints.

2.02 SPECIAL PIPE COUPLINGS

A. Description: Rubber of elastomeric sleeve and band assembly fabricated to match outside diameters of pipes to be joined. Include the following specific sleeve materials, where available:

1. Cast-Iron Soil Pipe: ASTM C 564, rubber.

2. Plastic Pipe: ASTM F 477, elastomeric seal.

3. Dissimilar Pipes: Compatible with pipe materials being joined.

4. Bands: Stainless steel, at least 1 at each pipe insert.

2.03 SLEEVES

A. Steel Pipe Sleeves: ASTM A 53; Type F or Type E, Grade A; Schedule 40; galvanized.

B. Cast-Iron Sleeves: Cast or fabricated wall pipe with integral water stop, made for this application.

C. Cast-Iron Pipe Sleeves: ASTM A 74, Service class, cast-iron soil pipe.

2.04 DRAINAGE CONDUITS

A. Description: Smooth, rigid, perforated, polyvinyl chloride (PVC) conduit system, with fittings. Conduit system is equivalent to ASTM D 2729 PVC piping.

1. Conduit: Extruded from ASTM D 4216, PVC compound material. Special fittings with outlet include 4-inch outlet connection.

2. Minimum Flow Rate: Equal to or greater than 4-inch.

3. Couplings: PVC fittings.

FOUNDATION DRAINAGE SYSTEMS 02 7110 - 4

2.05 SOIL MATERIALS

A. Aggregate Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, coarse aggregate, Size No. 57, with 100 percent passing 1-1/2 inch sieve and not more than 5 percent passing No. 8 sieve.

2.06 GEOTEXTILE FILTER FABRIC

A. Geotextile Fabric:

1. Nonwoven geotextile made up of polypropylene fibers with the following characteristics

a. Non-biodegradable and resistant to soil chemicals, acids, and alkali with a pH rand of 3 to 12.

b. 6.0 oz/square yard weight per ASTM D5261

c. 160 grab tensile strength in accordance with ASTM D4632

d. 50% grab elongation per ASTMD4632

e. 60 lbs trapezoidal tear per ASTM D4533

f. CBR Puncture of 410 lbs per ASTM D6241

g. 1.5 second permittivity per ASTM D4491

h. 110 gpm/square foot water flow rate in accordance with ASTM D4491

i. 70% UV resistance @ 500 hours per ASTM D4355

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine surfaces and areas for suitable conditions where foundation drainage systems are to be installed. Do not proceed until unsatisfactory conditions have been corrected.

3.02 FOUNDATION DRAINAGE SYSTEM APPLICATIONS

A. Systems with 4-Inch Piping: As follows:

1. Perforated, polyvinyl chloride (PVC) sewer pipe and fittings for loose, bell-and-spigot joints.

FOUNDATION DRAINAGE SYSTEMS 02 7110 - 5

3.03 SPECIAL PIPE-COUPLING APPLICATIONS

A. Use where indicated and where required to join piping and no other appropriate method is specified. Do not use instead of specified joining methods.

3.04 PIPING INSTALLATION

A. Drawing plans and details indicate general location and arrangement of foundation drainage system piping.

B. Install piping beginning at low points of system, true to grades and alignment indicated, with unbroken continuity of invert. Bed piping with full bearing, solidly in filtering material. Install gaskets, seals, sleeves, and couplings according to manufacturer’s written instructions and other requirements indicated.

1. Install piping pitched down in direction of flow, at a minimum slope of 1.5 percent.

2. Provide recesses in excavation bottom to receive bells of pipe bell ends. Lay pipe with bells facing upslope and with spigot end entered fully into adjacent bell.

3. Apply and compact impervious fill material to raise low areas or where unsatisfactory bearing soil may occur.

C. Use increases, reducers, and couplings made for different sizes or materials of pipes and fittings being connected. Reduction of pipe size in direction of flow is prohibited.

D. Maintain swab or drag in piping with tight joints and pull past each joint as it is completed.

E. Extend piping and connect to site storm drains, of sizes and in locations indicated.

Terminate piping as indicated.

3.05 PIPE JOINT CONSTRUCTION AND INSTALLATION

A. General: Join and install pipe and fittings as indicated and according to the following.

B. Hub-and-Spigot, Cast-Iron Soil Pipe and Fittings: With rubber compression gaskets according to CISPI “Cast Iron Soil Pipe and Fittings Handbook,” Volume I. Use gaskets that match class of pipe and fittings.

C. Polyvinyl Chloride (PVC) Pipe and Fittings: As follows:

1. Join ASTM D 3034 sewer pipe and fittings with elastomeric seal gaskets according to ASTM D 2321.

FOUNDATION DRAINAGE SYSTEMS 02 7110 - 6

2. Join ASTM D 2729 perforated, sewer pipe and fittings with loose, bell-and-spigot joints.

3. Install according to ASTM D 2321.

4. Install perforated pipe with perforation down.

D. System Piping Joints: Make joints using system manufacturer’s seals and couplings, except where otherwise specified.

E. Join piping made of different materials and dimensions with special couplings made for this application. Use couplings that are compatible with and that fit both pipe materials and dimensions.

3.06 SLEEVE INSTALLATION

A. Install sleeves in locations and at elevations indicated.

3.07 DRAINAGE CONDUIT INSTALLATION

A. Install according to manufacturer’s written instructions and as indicated. Coordinate placement with other foundation drainage materials.

1. Comply with manufacturer’s written instructions for securing drainage conduits to substrate. Use adhesives and mechanical fasteners recommended by manufacturer.

Protect installed conduits during backfilling.

2. Do not use drainage conduits as protection over waterproof membrane, unless otherwise approved by waterproofing-membrane manufacturer.

3.08 SOIL MATERIAL INSTALLATION

A. Filter Fabric: Place filter fabric as detailed on drawings.

B. Filtering Material: Place filtering material surrounding drainage pipe as detailed on the drawings.

3.09 FIELD QUALITY CONTROL

A. Testing: Test drain piping with water or visually check piping to ensure free flow before backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory.

1. Place additional filtering material to depth of 4 inches around sides and top of drains after testing.

END OF SECTION 02711

ASBESTOS REMOVAL 02 8213 - 1

SECTION 02 8213 - ASBESTOS REMOVAL

PART 1 GENERAL

1.01 RELATED DOCUMENTS

General provisions of the contract, including General and Supplementary Conditions and other Specification sections apply to work of this specification, which has been prepared by Environmental-Materials Consultants, Inc.

1.02 PROJECT/WORK IDENTIFICATION

A. Summary by References: Work of the Contract can be summarized by references to the

Contract, General Conditions, Supplementary Conditions, Specification Sections, addenda and modifications to the contract documents issued subsequent to the initial…