PROJECT MANUAL - New Mexico State University

NMSU UDA SOCCER FIELD

October 20, 2020NMSU Project #3907

Desert Peak Project # 206-113

P R O J E C T M A N U A L

Desert Peak Architects, P.C.311 N. Main StreetLas Cruces, NM 88001

The technical material and data contained in the Specifications were prepared under the supervision and direction of the undersigned, whose seal as a Professional Architect, licensed in the State of New Mexico, is affixed above.

All questions about the meaning or intent of these documents shall be submitted only to the Architect of Record, stated above, in writing.

ARCHITECT OF RECORD DATE


P R O J E C T M A N U A L

October 20, 2020NMSU Project #3907Desert Peak Project # 206-113

Desert Peak Architects, P.C.311 N. Main StreetLas Cruces, NM 88001

Richard Haas, AIA October 20, 2020

10/20/2020


000110 – TABLE OF CONTENTS - 1

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DIVISION 0 – INVITATION TO BID REQUIREMENTS

Per NMSU Invitation to Bid Document and Supplemental Conditions

DIVISION 1 - GENERAL REQUIREMENTS

011000 Summary

011710 Site Cleaning

012300 Alternates

012600 Contract Modification Procedures

012900 Payment Procedures

013100 Project Management Coordination

013200 Construction Progress Documentation

013300 Submittal Procedures

014000 Quality Requirements

015000 Temporary Facilities and Controls

016000 Product Requirements

017300 Execution Requirements

017419 Construction Waste Management and Disposal

017700 Closeout Procedures

017823 Operation and Maintenance Data

017839 Project Record Documents

DIVISION 2 – EXISTING CONDITIONS

024119 Selective Demoltion

DIVISION 3 - CONCRETE

033000 Cast-In-Place Concrete

DIVISION 4 - MASONRY

Not Applicable

DIVISION 5 - METALS

Not Applicable

DIVISION 6 - WOOD AND PLASTICS

Not Applicable

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

Not Applicable



DIVISION 8 - DOORS AND WINDOWS

Not Applicable

DIVISION 9 – FINISHES

099000 – Exterior Paints and Coatings

DIVISION 10 - SPECIALTIES

Not Applicable

DIVISION 11 - EQUIPMENT

116833 Athletic Field Equipment

DIVISION 12 - FURNISHINGS

129300 Site Furnishings

DIVISION 13 - SPECIAL CONSTRUCTION

Not Applicable

DIVISION 14 - CONVEYING SYSTEMS

Not Applicable

DIVISION 21 – FIRE SUPPRESSION

Not Applicable

DIVISION 22 – PLUMBING

Not Applicable

DIVISION 23 – MECHANICAL SPECIFICATIONS

Not Applicable

DIVISION 26 – ELECTRICAL SPECIFICATIONS

Not Applicable

DIVISION 27 – COMMUNICATIONS

Not Applicable

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY



Not Applicable

DIVISION 31 – EARTHWORK

311000 – Site Clearing

312000 – Earth Moving

DIVISION 32 – EXTERIOR IMPROVEMENTS

321313 – Concrete Paving

321373 – Concrete Paving Joints and Sealants

323110 – Decorative & Ornamental Fences and Gates

328400 – Planting Irrigation

329200 – Turf and Grasses

DIVISION 33 – UTILITIES

Not Applicable


SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Use of premises.

3. Owner's occupancy requirements.

4. Specification formats and conventions.

5. Work under other contracts.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: NMSU UDA Soccer Field

Desert Peak Architects Project No. 206-113

1. Project Location: Lower Intermural Field – Intersection of Wells St. and William’s Ave.

B. Owner: New Mexico State University, P.O. Box 30001, Las Cruces, NM.

1. Owner's Representative: Michael Nevarez, Project Manager, New Mexico State

University, P.O. Box 30001, MSC 3545, Las Cruces, NM 88003.

C. Architect: Richard Haas, Desert Peak Architects, P.C. 311 N. Main St., Las Cruces, NM.

D. The Work consists of the following:

1. The Base Bid Work includes:

a. Stripping of existing turf and topsoil

b. Removal of existing tree and portion of existing concrete slab

c. Regrading for proper slope/drainage

d. New turf seeding

e. Reconfiguration of existing irrigation system

f. New soccer goals

g. Striping and flags for new soccer field

2. Alternates:

a. Additive Alternate #1: New fence along southern perimeter of soccer field

b. Additive Alternate #2: ½” Topsoil and tilling (4” Depth) over soccer field playing

area

c. Additive Alternate #3: Concrete pad for future 50-person bleacher

d. Additive Alternate #4: 50-person bleacher


SUMMARY 01 1000 - 2

E. Project will be constructed under a single prime contract.

1.3 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations. Contractor

to coordinate with Owner for site access and allowable areas for construction operations.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated by Owner. Do

not disturb portions of Project site beyond areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public.

2. Driveways and Entrances: Keep driveways and entrances serving premises clear and

available to Owner, Owner's employees, and emergency vehicles at all times. Do not use

these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of

materials and equipment on-site.

C. Use of Existing Building: Maintain existing building in a weathertight condition throughout

construction period. Repair damage caused by construction operations. Protect building and its

occupants during construction period.

D. Schedule of Construction*

1. 12/01/2020– Finalization of CES contract / Notice to Proceed

2. 12/01/2020 – Pre-Construction conference

3. 12/01/2021 – Construction Completion; Certificate of Occupancy

*Schedule for Construction is subject to change.

1.4 CONTRACTOR'S DUTIES

A. Secure and pay for permits, fees, and licenses necessary for execution of Work as applicable at

time of receipt of bids or as otherwise required in other sections of the Specifications.

B. Secure and pay for utility meters, including impact and development fees. Give required

notices.

C. Comply with codes, ordinances, regulations, and other legal requirements of public authorities

which bear on performance of Work.

1.5 OWNER'S OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: Owner will occupy site and portions of the building during entire

construction period. Cooperate with Owner during construction operations to minimize

conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-

to-day operations. Maintain existing exits, unless otherwise indicated.


SUMMARY 01 1000 - 3

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used

facilities. Do not close or obstruct walkways, corridors, or other occupied or used

facilities without written permission from Owner and authorities having jurisdiction.

1.6 WORK RESTRICTIONS

A. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of

entrances, operable windows, or outdoor air intakes.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the

49-division format and CSI/CSC's "MasterFormat" numbering system.

1. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in

the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and

the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words

shall be interpreted as plural, and plural words shall be interpreted as singular where

applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for

clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by

others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context,

are implied where a colon (:) is used within a sentence or phrase.

1.8 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried

out smoothly, without interfering with or delaying work under this Contract. Coordinate the

Work of this Contract with work performed under separate contracts.

B. Concurrent Work: Owner will award separate contract(s) for the following construction

operations at Project site. Those operations will be conducted simultaneously with work under

this Contract.

C. Items noted NIC (Not in Contract) will be supplied by Owner and installed by Contractor, when

noted, before Substantial Completion.


SUMMARY 01 1000 - 4

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01100


PROJECT RECORD DOCUMENTS 017839 - 1

SECTION 01 7839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for Project Record

Documents prior to certification for final payment, and within 30 days of Substantial

Completion, including the following:

1. Record Drawings (As-built).

2. Record Specifications.

3. Record Product Data.

B. See Division 1 Section "Operation and Maintenance Data" for operation and maintenance

manual requirements.

C. See Divisions 2 through 16 Sections for specific requirements for Project Record Documents of

the Work in those Sections.

1.2 SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit copies of Record Drawings as follows:

a. Initial Submittal: Near Substantial Completion of Work, submit one set of

marked-up Record Prints completed from original Contract Documents that are

acceptable to the Architect.

b. Final Submittal: Architect will prepare the final Record Drawings submittal to the

Owner.

B. Record Specifications: Submit one copy of Project's Specifications, including addenda and

contract modifications.

C. Record Product Data: Submit one copy of each Product Data submittal.

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings

and Shop Drawings marked prominently as "PROJECT RECORD DRAWINGS".

1. Preparation: Mark Record Prints to show the actual installation where installation varies

from that shown originally. Require individual or entity who obtained record data,



whether individual or entity is Installer, subcontractor, or similar entity, to prepare the

marked-up Record Prints.

a. Give particular attention to information on concealed elements that would be

difficult to identify or measure and record later.

b. Record data as soon as possible after obtaining it. Record and check the markup

before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish

between changes for different categories of the Work at same location.

3. Note Construction Change Directive numbers, alternate numbers, Change Order

numbers, and similar identification, where applicable.

B. Record Drawings: Immediately before inspection for Certificate of Substantial Completion,

review marked-up Record Prints with Architect. All final and revised as-built drawings and

close-out documents are to be delivered to the Architect with delivery of the Substantial

Completion document. The Architect will prepare a full set of corrected CAD Drawings of the

Contract Drawings.

2.2 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installation

varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that

cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and

equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to

provide a record of selections made.

4. Note related Change Orders, Record Product Data, and Record Drawings where

applicable.

2.3 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installation where installation

varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that

cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in

manufacturer's written instructions for installation.

3. Note related Change Orders, Record Specifications, and Record Drawings where

applicable.



2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous

record keeping and submittal in connection with actual performance of the Work. Bind or file

miscellaneous records and identify each, ready for continued use and reference.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for Project

Record Document purposes. Post changes and modifications to Project Record Documents as

they occur; do not wait until the end of Project.

B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the

field office apart from the Contract Documents used for construction. Do not use Project

Record Documents for construction purposes. Maintain Record Documents in good order and

in a clean, dry, legible condition, protected from deterioration and loss. Provide access to

Project Record Documents for Architect's reference during normal working hours.



SITE CLEANING 01 1710 - 1

SECTION 01 17100 – SITE CLEANING

PART 1 GENERAL

1.1 SECTION INCLUDES:

A. General Cleaning Requirements

1.2 GENERAL REQUIREMENTS

A. Execute cleaning during progress of the work and at completion of the work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 DURING CONSTRUCTION

A. Execute daily cleaning to keep the work, the site, and adjacent properties free from accumula-

tions of waste materials, rubbish, and windblown debris, resulting from construction operations.

B. Provide onsite containers for the collection of waste materials, debris and rubbish. All waste ma-

terials including containers, food debris and other miscellaneous materials must be disposed of

daily in onsite containers.

C. Remove waste materials, debris and rubbish from the site periodically and dispose of at legal dis-

posal areas away from the site.

3.2 FINAL CLEANING

A. Requirements: At the completion of work and immediately prior to final inspection, clean the en-

tire project as follows:

1. Thoroughly clean, sweep, wash, and polish all work and equipment provided under the Con-

tract, including finishes. Leave the structures and site in a complete and finished condition to the

satisfaction of the Owner.

2. Direct all subcontractors to similarly perform, at the same time, an equivalent thorough clean-

ing of all work and equipment provided under their contracts.

3. Remove all temporary structures and all debris, including dirt, sand, gravel, rubbish and

waste material.

4. Should the CONTRACTOR not remove rubbish or debris or not clean the buildings and site

as specified above, the OWNER reserves the right to have the cleaning done at the expense of the

CONTRACTOR.

B. Employ experienced workers, or professional cleaners, for final cleaning.


SITE CLEANING 01 1710 - 2

C. Use only cleaning materials recommended by manufacturer of surface to be cleaned.

D. In preparation for substantial completion or occupancy, conduct final inspection of sight-exposed

interior and exterior surfaces, and of concealed spaces.

E. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight-

exposed interior and exterior finished surfaces. Polish surfaces so designated to shine finish.

F. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces.

G. Replace air-handling filters if units were operated during construction.

H. Clean ducts, blowers, and coils, if air-handling units were operated without filters during con-

struction.

I. Vacuum clean all interior spaces, including inside cabinets.

J. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw

materials from heights.

K. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process

will not fall on wet, newly-painted surfaces.

L. Clean interior of all panel cabinets, pull boxes, and other equipment enclosures.

M. Wash and wipe clean all lighting fixtures, lamps, and other electrical equipment

which may have become soiled during installation.

N. Perform touch-up painting.

O. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds.

P. Remove erection plant, tools, temporary structures and other materials.

Q. Remove and dispose of all water, dirt, rubbish or any other foreign substances.

3.3 FINAL INSPECTION

A. After cleaning is complete the final inspection may be scheduled. The inspection

will be done with the OWNER and Architect.

END OF SECTION


ALTERNATES 01 2300- 1

SECTION 01 2300 – ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for bid alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined

in the bidding requirements that may be added to or deducted from the base bid amount if

Owner decides to accept a corresponding change either in the amount of construction to be

completed or in the products, materials, equipment, systems, or installation methods described

in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the

Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract

Sum to incorporate alternate into the Work. No other adjustments are made to the

Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate

work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar

items incidental to or required for a complete installation whether or not indicated as part

of alternate.

B. Notification: Prior to award of the Contract, Owner shall confirm if alternates have been

accepted, rejected, or deferred for later consideration.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Identify Bid Lots separately on the Schedule of Values broken down by category of Work.

E. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections

referenced in schedule contain requirements for materials necessary to achieve the work

described under each alternate.


ALTERNATES 01 2300- 2


PART 3 - EXECUTION

1. Alternates:

a. Additive Alternate #1: New fence along southern perimeter of soccer field

b. Additive Alternate #2: ½” Topsoil and tilling (4” Depth) over soccer field playing

area

c. Additive Alternate #3: Concrete pad for future 50-person bleacher

d. Additive Alternate #4: 50-person bleacher

END OF SECTION 01 2300


CONTRACT MODIFICATION PROCEDURES 01250 - 1

SECTION 01 2600 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing

Contract modifications.

1.2 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not

involving adjustment to the Contract Sum or the Contract Time as authorized by the General

Conditions.

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed

changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If

necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by Architect are for information only. Do not consider them

instructions either to stop work in progress or to execute the proposed change.

2. Within 10 days after receipt of Proposal Request, submit a quotation estimating cost

adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with

total amount of purchases and credits to be made. If requested, furnish survey data

to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade

discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's Construction Schedule that indicates the effect of

the change, including, but not limited to, changes in activity duration, start and

finish times, and activity relationship. Use available total float before requesting

an extension of the Contract Time.

e. Limit mark-ups as stipulated in the general conditions.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the

Contract, Contractor may propose changes by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the

Work. Provide a complete description of the proposed change. Indicate the effect of the

proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total

amount of purchases and credits to be made. If requested, furnish survey data to

substantiate quantities.


CONTRACT MODIFICATION PROCEDURES 01250 - 2

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade

discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's Construction Schedule that indicates the effect of the

change, including, but not limited to, changes in activity duration, start and finish times,

and activity relationship. Use available total float before requesting an extension of the

Contract Time.

6. Comply with requirements in Division 1 Section "Product Requirements" if the proposed

change requires substitution of one product or system for product or system specified.

7. Limit mark-ups as stipulated in the general conditions.

C. Stipulated Sum/Price Change Order: Based on Proposal Requests and Contractor's fixed price

quotation or Contractor's request for a Change Order as approved by the Architect.

1.4 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures

of Owner and Contractor on New Mexico State University Standard Change Order Form.

1.5 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Architect may issue a Construction Change Directive on

AIA Document G714 as signed by the Owner. Construction Change Directive instructs

Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It

also designates method to be followed to determine change in the Contract Sum or the

Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the

Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to

substantiate cost and time adjustments to the Contract.





PAYMENT PROCEDURES 01290 - 1

SECTION 01 2900 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and

process Applications for Payment.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of

Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms

and schedules, including Application for Payment forms with Continuation Sheets, and


2. Submit the Schedule of Values to Architect at earliest possible date but no later than

seven days before the date scheduled for submittal of initial Applications for Payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items

for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued

evaluation of Applications for Payment and progress reports. Coordinate with the Project

Manual table of contents. Provide several line items for principal subcontract amounts,

where appropriate. Include separate line items under required principal subcontracts for

operation and maintenance manuals, punch list activities, Project Record Documents, and

demonstration and training in the amount of 3 percent of the Contract Sum.

3. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

4. Provide a separate line item in the Schedule of Values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricated

and stored, but not yet installed.

5. Provide separate line items in the Schedule of Values for initial cost of materials, for each

subsequent stage of completion, and for total installed value of that part of the Work.

6. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.



a. Temporary facilities and other major cost items that are not direct cost of actual

work-in-place may be shown either as separate line items in the Schedule of

Values or distributed as general overhead expense, at Contractor's option.

7. Schedule Updating: Update and resubmit the Schedule of Values before the next

Applications for Payment when Change Orders or Construction Change Directives result

in a change in the Contract Sum.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as

certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial

Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: See General Conditions of the Contract.

C. Payment Application Forms: Use New Mexico State University Standard Form – Application

and Certificate for Payment and AIA Document G703 Continuation Sheets as form for

Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person

authorized to sign legal documents on behalf of Contractor. Architect will return incomplete

applications without action.

1. Entries shall match data on the Schedule of Values and Contractor's Construction

Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued before last

day of construction period covered by application.

E. Transmittal: Submit two copies signed and notarized original copies of each Application for

Payment to Architect by a method ensuring receipt. One copy shall include waivers of lien and

similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate

information about application.

F. Initial Application for Payment: Administrative actions and submittals that must precede or

coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of Values.

3. Contractor's Construction Schedule (preliminary if not final).

4. Submittals Schedule (preliminary if not final).

5. List of Contractor's staff assignments.

G. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial

Completion, submit an Application for Payment showing 100 percent completion for portion of

the Work claimed as substantially complete, less amounts for close-out documentation.



1. Include documentation supporting claim that the Work is substantially complete and a

statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificates of Partial Substantial Completion issued

previously for Owner occupancy of designated portions of the Work.

H. Final Payment Application: Submit final Application for Payment with releases and supporting

documentation not previously submitted and accepted, including, but not limited, to the

following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof

that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Contractor’s "Letter of Warrantee" for a one-year period.





PROJECT MANAGEMENT AND COORDINATION 01 3100 - 1

SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. Project meetings.

2. Requests for Interpretation (RFIs).

B. See Division 1 Section "Execution Requirements" for procedures for coordinating general

installation and field-engineering services, including establishment of benchmarks and control

points.

1.2 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract

Documents.

1.3 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate

construction operations, included in different Sections, depending on each other for proper

installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where

installation of one part of the Work depends on installation of other components, before

or after its own installation.

2. Coordinate installation of different components with other contractors to ensure

maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to

ensure maximum performance and accessibility for required maintenance, service, and

repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures

required for coordination. Include such items as required notices, reports, and list of attendees

at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their

Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative

procedures with other construction activities and activities of other contractors to avoid conflicts



and to ensure orderly progress of the Work. Such administrative activities include, but are not

limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

9. Project closeout activities.

1.4 PROJECT MEETINGS

A. General: The Architect will coordinate, and schedule meetings and conferences at Project site,

unless otherwise indicated.

1. Attendees: Contractor will determine, and inform participants and individuals whose

presence is required, of date and time of each meeting. The Architect will notify the

Owner of scheduled meeting dates and times.

2. Agenda: The Architect will prepare and distribute the meeting agenda to all invited

attendees.

3. Minutes: The Architect will record significant discussions and agreements achieved and

distribute the meeting minutes to everyone concerned, including Owner, within five days

of the meeting.

B. Preconstruction Conference: The Owner will schedule a preconstruction conference before

starting construction, no later than 15 days after execution of the Agreement. Hold the

conference at Project site or another convenient location. Conduct the meeting to review

responsibilities and personnel assignments.

1. Attendees: Authorized representatives of Owner, Architect, and their consultants;

Contractor and its superintendent; major subcontractors; suppliers; and other concerned

parties shall attend the conference. All participants at the conference shall be familiar

with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the

following:

a. Tentative construction schedule.

b. Critical work sequencing and long-lead items.

c. Designation of key personnel and their duties.

d. Procedures for processing field decisions and Change Orders.

e. Procedures for RFIs.

f. Procedures for testing and inspecting.

g. Procedures for processing Applications for Payment.

h. Distribution of the Contract Documents.

i. Submittal procedures.

j. Preparation of Record Documents.

k. Use of the premises and existing building.



l. Work restrictions.

m. Owner's occupancy requirements.

n. Responsibility for temporary facilities and controls.

o. Construction waste management and recycling.

p. Parking availability.

q. Office, work, and storage areas.

r. Equipment deliveries and priorities.

s. First aid.

t. Security.

u. Progress cleaning.

v. Working hours.

3. Minutes: Record and distribute meeting minutes.

C. Preinstallation Conferences: The Contractor will conduct a pre-installation conference at

Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or

affected by the installation and its coordination or integration with other materials and

installations that have preceded or will follow, shall attend the meeting. Advise Architect

of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the

particular activity under consideration, including requirements for the following:

a. The Contract Documents.

b. Options.

c. Related RFIs.

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Review of mockups.

i. Possible conflicts.

j. Compatibility problems.

k. Time schedules.

l. Weather limitations.

m. Manufacturer's written recommendations.

n. Warranty requirements.

o. Compatibility of materials.

p. Acceptability of substrates.

q. Temporary facilities and controls.

r. Space and access limitations.

s. Regulations of authorities having jurisdiction.

t. Testing and inspecting requirements.

u. Installation procedures.

v. Coordination with other work.

w. Required performance results.

x. Protection of adjacent work.

y. Protection of construction and personnel.



3. Record significant conference discussions, agreements, and disagreements, including

required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to parties who

should have been present.

5. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the

Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: The Contractor will conduct progress meetings at regular intervals.

Coordinate dates of meetings with preparation of payment requests.

1. Attendees: In addition to representatives of Owner and Architect, each contractor,

subcontractor, supplier, and other entity concerned with current progress or involved in

planning, coordination, or performance of future activities shall be represented at these

meetings. All participants at the conference shall be familiar with Project and authorized

to conclude matters relating to the Work.

2. The Contractor shall provide an Agenda for each progress meeting

3. Agenda: Review and correct or approve minutes of previous progress meeting. Review

other items of significance that could affect progress. Include topics for discussion as

appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule,

in relation to Contractor's Construction Schedule. Determine how construction

behind schedule will be expedited; secure commitments from parties involved to

do so. Discuss whether schedule revisions are required to ensure that current and

subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Status of correction of deficient items.

14) Field observations.

15) RFIs.

16) Status of proposal requests.

17) Pending changes.

18) Status of Change Orders.



19) Pending claims and disputes.

20) Documentation of information for payment requests.

4. Minutes: The Contractor shall record the meeting minutes.

5. Reporting: Distribute minutes of the meeting to each party present and to parties who

should have been present.

a. Schedule Updating: Revise Contractor's Construction Schedule after each progress

meeting where revisions to the schedule have been made or recognized. Issue

revised schedule concurrently with the report of each meeting.

1.5 REQUESTS FOR INTERPRETATION (RFIs)

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents,

and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the

form specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor

will be returned with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's

work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and

the following:

1. Project name.

2. Date.

3. Name of Contractor.

4. Name of Architect.

5. RFI number, numbered sequentially.

6. Specification Section number and title and related paragraphs, as appropriate.

7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time

or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop

Drawings, and other information necessary to fully describe items needing interpretation.

C. Architect's Action: Architect will review each RFI, determine action required, and return it.

Allow seven working days for Architect's response for each RFI.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for coordination information already indicated in the Contract

Documents.

d. Requests for adjustments in the Contract Time or the Contract Sum.

e. Requests for interpretation of Architect's actions on submittals.



f. Incomplete RFIs or RFIs with numerous errors.

2. Architect's action may include a request for additional information, in which case

Architect's time for response will start again.

3. Architect's action on RFIs that may result in a change to the Contract Time or the

Contract Sum may be eligible for Contractor to submit Change Proposal according to

Division 1 Section "Contract Modifications."

D. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response

to affected parties. Review response and notify Architect within seven days if Contractor

disagrees with response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Include the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect.

4. RFI number including RFIs that were dropped and not submitted.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.





CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 1

SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress

of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule.

2. Submittals Schedule.

3. Daily construction reports.

4. Field condition reports.

5. Prevailing wage reports.

6. As-builts.

B. See Division 1 Section "Payment Procedures" for submitting the Schedule of Values.

1.2 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of

construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of

subcontracts, Submittals Schedule, progress reports, payment requests, and other required

schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties

involved.

2. Coordinate each construction activity in the network with other activities and schedule

them in proper sequence.

PART 2 - PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required

by construction schedule. Include time required for review, re-submittal, ordering,

manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and


2. Submit concurrently with the first complete submittal of Contractor's Construction

Schedule.



2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of

Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an

early completion date, unless specifically authorized by Change Order.

B. Activities: Treat each story or separate area as a separate numbered activity for each principal

element of the Work. Comply with the following:

1. Procurement Activities: Include procurement process activities for the following long

lead items and major items, requiring a cycle of more than 60 days, as separate activities

in schedule. Procurement cycle activities include, but are not limited to, submittals,

approvals, purchasing, fabrication, and delivery.

2. 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.

3. Startup and Testing Time: Include not less than 30 days for startup and testing.

4. 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.

C. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but

not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

D. Contract Modifications: For each proposed contract modification and concurrent with its

submission, complete a time-impact analysis to demonstrate the effect of the proposed change

on the overall project schedule.

2.3 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following

information concerning events at Project site:

1. List of subcontractors at Project site.

2. Equipment at Project site.

3. Material deliveries.

4. High and low temperatures and general weather conditions.

5. Accidents.

6. Stoppages, delays, shortages, and losses.

7. Meter readings and similar recordings.

8. Orders and requests of authorities having jurisdiction.

9. Services connected and disconnected.

10. Equipment or system tests and startups.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions

and the Contract Documents, prepare and submit a detailed report. Submit with a request for

interpretation. Include a detailed description of the differing conditions, together with

recommendations for changing the Contract Documents.



PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect

actual construction progress and activities. Issue schedule 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. As the Work progresses, indicate Actual Completion percentage for each activity.

B. Distribution: Distribute copies of approved schedule to Architect, Owner, 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.

3.2 AS-BUILTS

A. Maintain on site a set of Drawings to document as-built conditions, and keep up-to-date with all

revisions to the work and deviations from the plans. As-built documents shall be reviewed by

the Architect upon the completion of the work.



SUBMITTAL PROCEDURES 01 3300 - 1

SECTION 01 3300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other submittals.

B. See Division 1 Section "Construction Progress Documentation" for submitting schedules and

reports.

C. See Division 1 Section "Quality Requirements" for submitting test and inspection reports.

D. See Division 1 Section "Closeout Procedures" for submitting warranties.

E. See Division 1 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.

F. See Division 1 Section "Operation and Maintenance Data" for submitting operation and

maintenance manuals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Architect's responsive action.

B. Informational Submittals: Written information that does not require Architect's responsive

action. Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of

construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other

submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so

processing will not be delayed because of need to review submittals concurrently for

coordination.

a. Architect reserves the right to withhold action on a submittal requiring

coordination with other submittals until related submittals are received.

B. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress

Documentation" for list of submittals and time requirements for scheduled performance of

related construction activities.



C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as

follows. Time for review shall commence on Architect's receipt of submittal. No extension of

the Contract Time will be authorized because of failure to transmit submittals enough in

advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time

if coordination with subsequent submittals is required. Architect will advise Contractor

when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner

as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

D. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval

markings.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Architect.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

E. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract

Documents on submittals.

F. Additional Copies: Unless additional copies are required for final submittal, and unless

Architect observes noncompliance with provisions in the Contract Documents, initial submittal

may serve as final submittal.

G. Transmittal: Package each submittal individually and appropriately for transmittal and

handling. Transmit each submittal using a transmittal form. Architect will return submittals,

without review, received from sources other than Contractor.

H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of

revision.

3. Resubmit submittals until they are marked "APPROVED AS NOTED."



I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,

fabricators, installers, authorities having jurisdiction, and others as necessary for performance of

construction activities. Show distribution on transmittal forms.

J. Use for Construction: Use only final submittals with mark indicating "APPROVED" taken by

Architect.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

B. Product Data: Collect information into a single submittal for each element of construction and

type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are

not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Printed performance curves.

g. Operational range diagrams.

h. Compliance with specified referenced standards.

i. Testing by recognized testing agency.

4. Number of Copies: Submit Product Data digitally, unless otherwise indicated. Architect

will return a copy of the submittal indicating required action, if any. Mark up and retain

one returned copy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base

Shop Drawings on reproductions of the Contract Documents or standard printed data, unless

submittal of Architect's CAD Drawings is otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the

following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and

control wiring.

f. Shopwork manufacturing instructions.



g. Templates and patterns.

h. Schedules.

i. Notation of coordination requirements.

j. Notation of dimensions established by field measurement.

k. Relationship to adjoining construction clearly indicated.

l. Seal and signature of professional engineer if specified.

m. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed

wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop

Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 24 by

36 inches (610 by 915 mm).

3. Number of Copies: Submit two opaque (bond) copies of each submittal or a digital copy

of each submittal. Architect will return one copy if hard copies are received.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these

characteristics with other elements and for a comparison of these characteristics between

submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together

in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-

control comparisons throughout the course of construction activity. Sample sets may be

used to determine final acceptance of construction associated with each set.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or

sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set(s) of available choices where color,

pattern, texture, or similar characteristics are required to be selected from

manufacturer's product line. Architect will return submittal with options selected.

E. Submittals Schedule: Comply with requirements specified in Division 1 Section "Construction

Progress Documentation."

F. Application for Payment: Comply with requirements specified in Division 1 Section "Payment

Procedures."

G. Schedule of Values: Comply with requirements specified in Division 1 Section "Payment

Procedures."

H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each

portion of the Work, including those who are to furnish products or equipment fabricated to a

special design.



2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal or one digital copy, unless

otherwise indicated. Architect will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of

entity responsible for preparing certification. Certificates and certifications shall be

signed by an officer or other individual authorized to sign documents on behalf of that

entity.

3. Test and Inspection Reports: Comply with requirements specified in Division 1 Section

"Quality Requirements."

B. Coordination Drawings: Comply with requirements specified in Division 1 Section "Project

Management and Coordination."

C. Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section

"Construction Progress Documentation."

D. Qualification Data: Prepare written information that demonstrates capabilities and experience

of firm or person. Include lists of completed projects with project names and addresses, names

and addresses of architects and owners, and other information specified.

E. Welding Certificates: Prepare written certification that welding procedures and personnel

comply with requirements in the Contract Documents. Submit record of Welding Procedure

Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include

names of firms and personnel certified.

F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that

Installer complies with requirements in the Contract Documents and, where required, is

authorized by manufacturer for this specific Project.

G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying

that manufacturer complies with requirements in the Contract Documents. Include evidence of

manufacturing experience where required.

H. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that

product complies with requirements in the Contract Documents.

I. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that

material complies with requirements in the Contract Documents.

J. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's

standard form, indicating and interpreting test results of material for compliance with

requirements in the Contract Documents.

K. Product Test Reports: Prepare written reports indicating current product produced by

manufacturer complies with requirements in the Contract Documents. Base reports on

evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or

on comprehensive tests performed by a qualified testing agency.



L. Research/Evaluation Reports: Prepare written evidence, from a model code organization

acceptable to authorities having jurisdiction, that product complies with building code in effect

for Project.

M. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing

agency's standard form, indicating and interpreting results of tests performed before installation

of product, for compliance with performance requirements in the Contract Documents.

N. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing

agency's standard form, indicating and interpreting results of compatibility tests performed

before installation of product. Include written recommendations for primers and substrate

preparation needed for adhesion.

O. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's

standard form, indicating and interpreting results of field tests performed either during

installation of product or after product is installed in its final location, for compliance with

requirements in the Contract Documents.

P. Maintenance Data: Prepare written and graphic instructions and procedures for operation and

normal maintenance of products and equipment. Comply with requirements specified in

Division 1 Section "Operation and Maintenance Data."

Q. Design Data: Prepare written and graphic information, including, but not limited to,

performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for

calculations. Include page numbers.

R. Manufacturer's Instructions: Prepare written or published information that documents

manufacturer's recommendations, guidelines, and procedures for installing or operating a

product or equipment. Include name of product and name, address, and telephone number of

manufacturer.

S. Manufacturer's Field Reports: Prepare written information documenting factory-authorized

service representative's tests and inspections. Include the following, as applicable:

1. Statement on condition of substrates and their acceptability for installation of product.

2. Summary of installation procedures being followed, whether they comply with

requirements and, if not, what corrective action was taken.

3. Results of operational and other tests and a statement of whether observed performance

complies with requirements.

T. Insurance Certificates and Bonds: Prepare written information indicating current status of

insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of

coverage, amounts of deductibles, if any, and term of the coverage.

U. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to

Architect.



PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for

compliance with the Contract Documents. Note corrections and field dimensions. Mark with

approval stamp before submitting to Architect.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name

and location, submittal number, Specification Section title and number, name of reviewer, date

of Contractor's approval, and statement certifying that submittal has been reviewed, checked,

and approved for compliance with the Contract Documents.

3.2 ARCHITECT'S ACTION

A. General: Architect will not review submittals that do not bear Contractor's approval stamp and

will return them without action.

B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or

modifications required, and return it. Architect will stamp each submittal with an action stamp

and will mark stamp appropriately to indicate action taken, as follows:

1. Final Unrestricted Release: When submittals are marked "Approved", that part of the

work covered by the submittal may proceed provided it complies with notations or

corrections on the submittal and requirements of the Contract Documents; final

acceptance will depend upon that compliance.

2. Final-But-Restricted Release: When submittals are marked "Approved as noted", that

part of the work covered by the submittal may proceed provided it complies with

notations or corrections on the submittal and requirements of the Contract Documents;

final acceptance will depend on that compliance.

3. Returned for Resubmittal: When submittals are marked "Revise and Resubmit", do not

proceed with that part of the work covered by the submittal, including purchasing,

fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance

with the notations; resubmit without delay. Repeat if necessary to obtain a different

action mark.

a. Do not permit submittals marked "Revise and Resubmit" to be used at the Project

Site, or elsewhere where work is in progress.

C. Informational Submittals: Architect will review each submittal and will not return it, will return

it if it does not comply with requirements, or return it marked "Action not required". Architect

will forward each submittal to appropriate party.

D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned

without review.



E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.



QUALITY REQUIREMENTS 01 4000 - 1

SECTION 01 4000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and

quality control to be coordinated and paid by the Contractor.

B. Testing and inspecting services are required to verify compliance with requirements specified or

indicated. These services do not relieve Contractor of responsibility for compliance with the

Contract Document requirements.

1. Specified tests, inspections, and related actions do not limit Contractor's other quality-

assurance and -control procedures that facilitate compliance with the Contract Document

requirements.

2. Requirements for Contractor to provide quality-assurance and -control services required

by Architect, Owner, or authorities having jurisdiction are not limited by provisions of

this Section.

C. See Divisions 2 through 16 Sections for specific test and inspection requirements.

1.2 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during

execution of the Work to guard against defects and deficiencies and substantiate that proposed

construction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after

execution of the Work to evaluate that actual products incorporated into the Work and

completed construction comply with requirements. Services do not include contract

enforcement activities performed by Architect.

C. Preconstruction Testing: Tests and inspections that are performed specifically for the Project

before products and materials are incorporated into the Work to verify performance or

compliance with specified criteria.

D. Product Testing: Tests and inspections that are performed by a testing agency qualified to

conduct product testing and acceptable to the Owner, to establish product performance and

compliance with industry standards.

E. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e.,

plant, mill, factory, or shop.

F. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation

of the Work and for completed Work.



G. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing

laboratory shall mean the same as testing agency.

H. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an

employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation,

including installation, erection, application, and similar operations.

I. Experienced: When used with an entity, "experienced" means having successfully completed a

minimum of five previous projects similar in size and scope to this Project; being familiar with

special requirements indicated; and having complied with requirements of authorities having

jurisdiction.

1.3 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish

different or conflicting requirements for minimum quantities or quality levels, comply with the

most stringent requirement. Refer uncertainties and requirements that are different, but

apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be

the minimum provided or performed. The actual installation may comply exactly with the

minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

To comply with these requirements, indicated numeric values are minimum or maximum, as

appropriate, for the context of requirements. Refer uncertainties to Architect for a decision

before proceeding.

1.4 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this Article establish the minimum qualification levels

required; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling

work similar in material, design, and extent to that indicated for this Project, whose work has

resulted in construction with a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar

to those indicated for this Project and with a record of successful in-service performance, as

well as sufficient production capacity to produce required units.

D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated

for this Project and with a record of successful in-service performance, as well as sufficient

production capacity to produce required units.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to

practice in jurisdiction where Project is located and who is experienced in providing

engineering services of the kind indicated. Engineering services are defined as those performed

for installations of the system, assembly, or products that are similar to those indicated for this

Project in material, design, and extent.



F. Testing Agency Qualifications: An independent agency with the experience and capability to

conduct testing and inspecting indicated, as documented according to ASTM E 548; and with

additional qualifications specified in individual Sections; and where required by authorities

having jurisdiction, that is acceptable to authorities.

G. Factory-Authorized Service Representative Qualifications: An authorized representative of

manufacturer who is trained and approved by manufacturer to inspect installation of

manufacturer's products that are similar in material, design, and extent to those indicated for this

Project.

1.5 QUALITY CONTROL

A. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless

otherwise indicated, provide quality-control services specified and those required by authorities

having jurisdiction. Perform quality-control services required of Contractor by authorities

having jurisdiction, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing

agency to perform these quality-control services.

2. Notify testing agencies at least 24 hours in advance of time when Work that requires

testing or inspecting will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit a

certified written report, in duplicate, of each quality-control service.

4. Testing and inspecting requested by Contractor and not required by the Contract

Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction,

when they so direct.

B. Manufacturer's Field Services: Where indicated, engage a factory-authorized service

representative to inspect field-assembled components and equipment installation, including

service connections. Report results in writing as specified in Division 1 Section "Submittal

Procedures."

C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's

responsibility, provide quality-control services, including retesting and reinspecting, for

construction that replaced Work that failed to comply with the Contract Documents.

D. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of

duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the

Work during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ tests

are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and

inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar

quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve

or accept any portion of the Work.



6. Do not perform any duties of Contractor.

E. Associated Services: Cooperate with agencies performing required tests, inspections, and

similar quality-control services, and provide reasonable auxiliary services as requested. Notify

agency sufficiently in advance of operations to permit assignment of personnel. Provide the

following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and

inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control by testing

agency.

7. Security and protection for samples and for testing and inspecting equipment at Project

site.

F. Coordination: Coordinate sequence of activities to accommodate required quality-assurance

and -control services with a minimum of delay and to avoid necessity of removing and

replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.


PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair

damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other

Specification Sections. Restore patched areas and extend restoration into adjoining areas

with durable seams that are as invisible as possible.

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of

responsibility for quality-control services.



TEMPORARY FACILITIES AND CONTROLS 01 5000 - 1

SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes requirements for temporary utilities, support facilities, and security and

protection facilities.

B. See Division 1 Section "Execution Requirements" for progress cleaning requirements.

C. See Divisions 2 through 16 Sections for temporary heat, ventilation, and humidity requirements

for products in those Sections.

1.2 DEFINITIONS

A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is

complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all

openings are closed with permanent construction or substantial temporary closures.

1.3 USE CHARGES

A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum.

Allow other entities to use temporary services and facilities without cost, including, but not

limited to, Architect, testing agencies, and authorities having jurisdiction.

B. Water Service: Water from Owner's existing water system is available for use without metering

and without payment of use charges. Contractor may provide connections and extensions of

services as required for construction operations. Restore sources to as-found or specified

conditions at Contract Closeout.

C. Electric Power Service: Electric power from Owner's existing system is available for use

without metering and without payment of use charges. Provide connections and extensions of

services as required for construction operations. Restore sources to as-found or specified

conditions at Contract Closeout.

D. Telephone Service: Provide telephone service for use by supervisory personnel. Monthly cost

of service shall be paid by the Contractor.

1.4 SUBMITTALS

A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for

construction personnel.




A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary

electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each

temporary utility before use. Obtain required certifications and permits.

1.6 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume

responsibility for operation, maintenance, and protection of each permanent service during its

use as a construction facility before Owner's acceptance, regardless of previously assigned

responsibilities.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Chain-Link Fencing: Panelized 6 foot high commercial grade chain link fence. Equip with

vehicular and pedestrian gates with locks.

B. Lumber and Plywood: Comply with requirements in Division 6 Section "Miscellaneous

Carpentry."

C. Gypsum Board: Minimum 1/2 inch (12.7 mm) thick by 48 inches (1219 mm) wide by

maximum available lengths; regular-type panels with tapered edges. Comply with

ASTM C 36/C 36M.

D. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool;

with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature

controls, and foundations adequate for normal loading.

B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate

materials and equipment for construction operations.

2.3 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by

locations and classes of fire exposures.

B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented,

self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.



1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating

units is prohibited.

2. Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency

acceptable to authorities having jurisdiction, and marked for intended use.

3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for

temporary use during construction, provide filter with MERV of 8 at each return air grille

in system and remove at end of construction.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference

with performance of the Work. Relocate and modify facilities as required by progress of the

Work.

1. Locate facilities to limit site disturbance as specified in Division 1 Section "Summary."

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities

are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be

interrupted, if necessary, to make connections for temporary services.

B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.

1. Connect temporary sewers to municipal system as directed by authorities having

jurisdiction.

C. Water Service: Install water service and distribution piping in sizes and pressures adequate for

construction.

D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of

construction personnel. Comply with authorities having jurisdiction for type, number, location,

operation, and maintenance of fixtures and facilities.

E. Heating and Cooling: Provide temporary heating and cooling required by construction activities

for curing or drying of completed installations or for protecting installed construction from

adverse effects of low temperatures or high humidity. Select equipment that will not have a

harmful effect on completed installations or elements being installed.

F. Ventilation and Humidity Control: Provide temporary ventilation required by construction

activities for curing or drying of completed installations or for protecting installed construction

from adverse effects of high humidity. Select equipment that will not have a harmful effect on



completed installations or elements being installed. Coordinate ventilation requirements to

produce ambient condition required and minimize energy consumption.

G. Electric Power Service: Use of Owner's existing electric power service will be permitted, as

long as equipment is maintained in a condition acceptable to Owner.

H. Lighting: Provide temporary lighting with local switching that provides adequate illumination

for construction operations, observations, inspections, and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirements

without operating entire system.

I. Telephone Service: Provide temporary telephone service in common-use facilities for use by all

construction personnel. Install one telephone line(s) for each field office.

J. Electronic Communication Service: Provide temporary electronic communication service, i.e.

facsimile machine, or computer with access to electronic mail in field office.

3.3 SUPPORT FACILITIES INSTALLATION

A. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas

adequate for construction operations. Locate temporary roads and paved areas in same location

as permanent roads and paved areas. Extend temporary roads and paved areas, within

construction limits indicated, as necessary for construction operations.

1. Coordinate elevations of temporary roads and paved areas with permanent roads and

paved areas.

2. Recondition base after temporary use, including removing contaminated material, re-

grading, proof-rolling, compacting, and testing.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.

D. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.

Maintain Project site, excavations, and construction free of water.

E. Project Identification and Temporary Signs: Provide Project identification and other signs as

indicated on Drawings. Install signs where indicated to inform public and individuals seeking

entrance to Project. Unauthorized signs are not permitted.

F. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle

waste from construction operations. Comply with requirements of authorities having

jurisdiction. Comply with Division 1 Section "Execution Requirements" for progress cleaning

requirements.

G. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.



H. Temporary Elevator Use: Refer to Division 14 Sections for temporary use of new elevators.

I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders

are not adequate.

J. Temporary Use of Permanent Stairs: Cover finished, permanent stairs with protective covering

of plywood or similar material so finishes will be undamaged at time of acceptance.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct

construction in ways and by methods that comply with environmental regulations and that

minimize possible air, waterway, and subsoil contamination or pollution or other undesirable

effects.

B. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and

discharge of soil-bearing water runoff and airborne dust to adjacent properties and walkways,

according to requirements of authorities having jurisdiction.

C. Stormwater Control: Comply with storm water pollution prevention plan. Provide barriers in

and around excavations and subgrade construction to prevent flooding by runoff of stormwater

from heavy rains.

D. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line

of trees to protect vegetation from damage from construction operations. Protect tree root

systems from damage, flooding, and erosion.

E. Pest Control: Engage pest-control service to recommend practices to minimize attraction and

harboring of rodents, roaches, and other pests and to perform extermination and control

procedures at regular intervals so Project will be free of pests and their residues at Substantial

Completion. Obtain extended warranty for Owner. Perform control operations lawfully, using

environmentally safe materials.

F. Site Enclosure Fence: When excavation begins, furnish and install site enclosure fence in a

manner that will prevent people and animals from easily entering site except by entrance gates.

1. Extent of Fence: As required to enclose entire Project site or portion determined

sufficient to accommodate construction operations.

2. Maintain security by limiting number of keys and restricting distribution to authorized

personnel. Provide Owner with one set of keys.

G. Security Enclosure and Lockup: Install substantial temporary enclosure around partially

completed areas of construction. Provide lockable entrances to prevent unauthorized entrance,

vandalism, theft, and similar violations of security.

H. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having

jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.



I. Temporary Enclosures: Provide temporary enclosures for protection of construction, in

progress and completed, from exposure, foul weather, other construction operations, and similar

activities. Provide temporary weathertight enclosure for building exterior.

1. Where heating or cooling is needed and permanent enclosure is not complete, insulate

temporary enclosures.

J. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt

migration and to separate areas occupied by Owner from fumes and noise.

1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side,

and fire-retardant plywood on construction operations side.

2. Insulate partitions to provide noise protection to occupied areas.

3. Seal joints and perimeter. Equip partitions with dustproof doors and security locks.

4. Protect air-handling equipment.

5. Weather strip openings.

6. Provide walk-off mats at each entrance through temporary partition.

K. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types

needed to protect against reasonably predictable and controllable fire losses. Comply with

NFPA 241.

1. Prohibit smoking in construction areas.

2. Supervise welding operations, combustion-type temporary heating units, and similar

sources of fire ignition according to requirements of authorities having jurisdiction.

3. Develop and supervise an overall fire-prevention and -protection program for personnel

at Project site. Review needs with local fire department and establish procedures to be

followed. Instruct personnel in methods and procedures. Post warnings and information.

4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning

sign stating that hoses are for fire-protection purposes only and are not to be removed.

Match hose size with outlet size and equip with suitable nozzles.

3.5 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and

abuse, limit availability of temporary facilities to essential and intended uses.

B. Maintenance: Maintain facilities in good operating condition until removal.

C. Temporary Facility Changeover: Do not change over from using temporary security and

protection facilities to permanent facilities until Substantial Completion.

D. Termination and Removal: Remove each temporary facility when need for its service has

ended, when it has been replaced by authorized use of a permanent facility, or no later than

Substantial Completion. Complete or, if necessary, restore permanent construction that may

have been delayed because of interference with temporary facility. Repair damaged Work,

clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of Contractor.

Owner reserves right to take possession of Project identification signs.



2. At Substantial Completion, clean and renovate permanent facilities used during

construction period. Comply with final cleaning requirements specified in Division 1

Section "Closeout Procedures."



PRODUCT REQUIREMENTS 01 6000 - 1

SECTION 01 6000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for selection of products for

use in Project; product delivery, storage, and handling; manufacturers' standard warranties on

products; special warranties; product substitutions; and comparable products.

B. See Division 1 Section "Closeout Procedures" for submitting warranties for Contract closeout.

C. See Divisions 2 through 16 Sections for specific requirements for warranties on products and

installations specified to be warranted.

1.2 DEFINITIONS

A. Products: Items purchased for incorporating into the Work, whether purchased for Project or

taken from previously purchased stock. The term "product" includes the terms "material,"

"equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or

model number or other designation shown, or listed in manufacturer's published product

literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or

facility, except that products consisting of recycled-content materials are allowed, unless

explicitly stated otherwise. Products salvaged or recycled from other projects are not

considered new products.

3. Comparable Product: Product that is demonstrated and approved through submittal

process, or where indicated as a product substitution, to have the indicated qualities

related to type, function, dimension, in-service performance, physical properties,

appearance, and other characteristics that equal or exceed those of specified product.

B. Substitutions: Changes in products, materials, equipment, and methods of construction from

those required by the Contract Documents and proposed by Contractor.

C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and

accompanied by the words "basis of design," including make or model number or other

designation to establish the significant qualities related to type, function, dimension, in-service

performance, physical properties, appearance, and other characteristics for purposes of

evaluating comparable products of other named manufacturers.

1.3 SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product

or fabrication or installation method to be replaced. Include Specification Section number and

title and Drawing numbers and titles.



1. Documentation: Show compliance with requirements for substitutions and the following,

as applicable:

a. Statement indicating why specified material or product cannot be provided.

b. Coordination information, including a list of changes or modifications needed to

other parts of the Work and to construction that will be necessary to accommodate

proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of

the Work specified. Significant qualities may include attributes such as

performance, weight, size, durability, visual effect, and specific features and

requirements indicated.

d. Product Data, including drawings and descriptions of products and fabrication and

installation procedures.

e. Samples, where applicable or requested.

f. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners.

g. Material test reports from a qualified testing agency indicating and interpreting test

results for compliance with requirements indicated.

h. Research/evaluation reports evidencing compliance with building code in effect for

Project, from a model code organization acceptable to authorities having

jurisdiction.

i. Detailed comparison of Contractor's Construction Schedule using proposed

substitution with products specified for the Work, including effect on the overall

Contract Time. If specified product or method of construction cannot be provided

within the Contract Time, include letter from manufacturer, on manufacturer's

letterhead, stating lack of availability or delays in delivery.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Contractor's certification that proposed substitution complies with requirements in

the Contract Documents and is appropriate for applications indicated.

l. Contractor's waiver of rights to additional payment or time that may subsequently

become necessary because of failure of proposed substitution to produce indicated

results.

2. Architect's Action: If necessary, Architect will request additional information or

documentation for evaluation within 7 days of receipt of a request for substitution.

B. Comparable Product Requests: Submit three copies of each request for consideration. Identify

product or fabrication or installation method to be replaced. Include Specification Section

number and title and Drawing numbers and titles.

1. Architect's Action: If necessary, Architect will request additional information or

documentation for evaluation within one week of receipt of a comparable product

request.

C. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1

Section "Submittal Procedures." Show compliance with requirements.




A. Compatibility of Options: If Contractor is given option of selecting between two or more

products for use on Project, product selected shall be compatible with products previously

selected, even if previously selected products were also options.

1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products using means and methods that will prevent damage,

deterioration, and loss, including theft. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to prevent

overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that

are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other

losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original

sealed container or other packaging system, complete with labels and instructions for

handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to ensure compliance with the Contract Documents and to

ensure that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight

enclosure above ground, with ventilation adequate to prevent condensation.

4. Store cementitious products and materials on elevated platforms.

5. Store foam plastic from exposure to sunlight, except to extent necessary for period of

installation and concealment.

6. Comply with product manufacturer's written instructions for temperature, humidity,

ventilation, and weather-protection requirements for storage.

7. Protect stored products from damage and liquids from freezing.

1.6 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other

warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on

product warranties do not relieve Contractor of obligations under requirements of the Contract

Documents.

1. Manufacturer's Warranty: Preprinted written warranty published by individual

manufacturer for a particular product and specifically endorsed by manufacturer to

Owner.



2. Special Warranty: Written warranty required by or incorporated into the Contract

Documents, either to extend time limit provided by manufacturer's warranty or to provide

more rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and

identification, ready for execution. Submit a draft for approval before final execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and

properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a

written document using appropriate form properly executed.

3. Refer to Divisions 2 through 16 Sections for specific content requirements and particular

requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures."

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. General Product Requirements: Provide products that comply with the Contract Documents,

that are undamaged and, unless otherwise indicated, that are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items

needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are

specified, provide standard products of types that have been produced and used

successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties not in conflict with

requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make

selection.

5. Descriptive, performance, and reference standard requirements in the Specifications

establish "salient characteristics" of products.

B. Product Selection Procedures:

1. Product: Where Specifications name a single product and manufacturer, provide the

named product that complies with requirements.

2. Manufacturer/Source: Where Specifications name a single manufacturer or source,

provide a product by the named manufacturer or source that complies with requirements.

3. Available Products: Where Specifications include a list of names of both products and

manufacturers, provide one of the products listed, or an unnamed product, that complies

with requirements. Comply with provisions in Part 2 "Comparable Products" Article for

consideration of an unnamed product.

4. Available Manufacturers: Where Specifications include a list of manufacturers, provide a

product by one of the manufacturers listed, or an unnamed manufacturer, that complies

with requirements. Comply with provisions in Part 2 "Comparable Products" Article for

consideration of an unnamed product.



5. Product Options: Where Specifications indicate that sizes, profiles, and dimensional

requirements on Drawings are based on a specific product or system, provide the

specified product or system. Comply with provisions in Part 2 "Product Substitutions"

Article for consideration of an unnamed product or system.

6. Basis-of-Design Product: Where Specifications name a product and include a list of

manufacturers, provide the specified product or a comparable product by one of the other

named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions,

and other characteristics that are based on the product named. Comply with provisions in

Part 2 "Comparable Products" Article for consideration of an unnamed product by the

other named manufacturers.

7. Visual Matching Specification: Where Specifications require matching an established

Sample, select a product that complies with requirements. Architect's decision will be

final on whether a proposed product matches.

a. If no product available within specified category matches and complies with other

specified requirements, comply with provisions in Part 2 "Product Substitutions"

Article for proposal of product.

8. Visual Selection Specification: Where Specifications include the phrase "as selected

from manufacturer's colors, patterns, textures" or a similar phrase, select a product that

complies with other specified requirements.

a. Standard Range: Where Specifications include the phrase "standard range of

colors, patterns, textures" or similar phrase, Architect will select color, pattern,

density, or texture from manufacturer's product line that does not include premium

items.

b. Full Range: Where Specifications include the phrase "full range of colors,

patterns, textures" or similar phrase, Architect will select color, pattern, density, or

texture from manufacturer's product line that includes both standard and premium

items.

2.2 PRODUCT SUBSTITUTIONS

A. Timing: Architect will consider requests for substitution if received within 60 days after

commencement of the Work. Requests received after that time may be considered or rejected at

discretion of Architect.

B. Conditions: Architect will consider Contractor's request for substitution when the following

conditions are satisfied. If the following conditions are not satisfied, Architect will return

requests without action, except to record noncompliance with these requirements:

1. Requested substitution offers Owner a substantial advantage in cost, time, energy

conservation, or other considerations, after deducting additional responsibilities Owner

must assume. Owner's additional responsibilities may include compensation to Architect

for redesign and evaluation services, increased cost of other construction by Owner, and

similar considerations.

2. Requested substitution does not require extensive revisions to the Contract Documents.

3. Requested substitution is consistent with the Contract Documents and will produce

indicated results.

4. Substitution request is fully documented and properly submitted.



5. Requested substitution will not adversely affect Contractor's Construction Schedule.

6. Requested substitution has received necessary approvals of authorities having

jurisdiction.

7. Requested substitution is compatible with other portions of the Work.

8. Requested substitution has been coordinated with other portions of the Work.

9. Requested substitution provides specified warranty.

2.3 COMPARABLE PRODUCTS

A. Conditions: Architect will consider Contractor's request for comparable product when the

following conditions are satisfied. If the following conditions are not satisfied, Architect will

return requests without action, except to record noncompliance with these requirements:

1. Evidence that the proposed product does not require extensive revisions to the Contract

Documents, whether consistent with the Contract Documents and will produce the

indicated results, and that it is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those named in the

Specifications. Significant qualities include attributes such as performance, weight, size,

durability, visual effect, and specific features and requirements indicated.

3. Evidence that proposed product provides specified warranty.

4. List of similar installations for completed projects with project names and addresses and

names and addresses of architects and owners, if requested.

5. Samples, if requested.




EXECUTION REQUIREMENTS 01 7000 - 1

SECTION 01 7000 - EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes general procedural requirements governing execution of the Work

including, but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. General installation of products.

4. Progress cleaning.

5. Starting and adjusting.

6. Protection of installed construction.

7. Correction of the Work.

B. See Division 1 Section "Closeout Procedures" for submitting final Project Record Documents,

recording of Owner-accepted deviations from indicated lines and levels, and final cleaning.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Existing Conditions: The existence and location of site improvements, utilities, and other

construction indicated as existing are not guaranteed. Before beginning work, investigate and

verify the existence and location of mechanical and electrical systems and other construction

affecting the Work.

1. Before construction, verify the location and points of connection of utility services.

B. Existing Utilities: The existence and location of underground and other utilities and

construction indicated as existing are not guaranteed. Before beginning sitework, investigate

and verify the existence and location of underground utilities and other construction affecting

the Work.

1. Furnish location data for work related to Project that must be performed by public

utilities serving Project site.

C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or

Applicator present where indicated, for compliance with requirements for installation tolerances

and other conditions affecting performance. Record observations.

1. Verify compatibility with and suitability of substrates, including compatibility with

existing finishes or primers.



2. Examine roughing-in for mechanical and electrical systems to verify actual locations of

connections before equipment and fixture installation.

3. Examine walls, floors, and roofs for suitable conditions where products and systems are

to be installed.

4. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or

relocate existing utility structures, utility poles, lines, services, or other utility appurtenances

located in or affected by construction. Coordinate with authorities having jurisdiction.

B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck

measurements before installing each product. Where portions of the Work are indicated to fit to

other construction, verify dimensions of other construction by field measurements before

fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the

Work.

C. Space Requirements: Verify space requirements and dimensions of items shown

diagrammatically on Drawings.

D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for

clarification of the Contract Documents, submit a request for information to Architect. Include

a detailed description of problem encountered, together with recommendations for changing the

Contract Documents.

3.3 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown on

Drawings, in relation to the property survey and existing benchmarks. If discrepancies are

discovered, notify Architect promptly.

B. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill

and topsoil placement, utility slopes, and invert elevations.

C. Building Lines and Levels: Locate and lay out control lines and levels for structures, building

foundations, column grids, and floor levels, including those required for mechanical and

electrical work. Transfer survey markings and elevations for use with control lines and levels.

Level foundations and piers from two or more locations.

D. Record Log: Maintain a log of layout control work. Record deviations from required lines and

levels. Include beginning and ending dates and times of surveys, weather conditions, name and

duty of each survey party member, and types of instruments and tapes used. Make the log

available for reference by Architect.



3.4 FIELD ENGINEERING

A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference

points before beginning the Work. Preserve and protect permanent benchmarks and control

points during construction operations.

B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site,

referenced to data established by survey control points. Comply with authorities having

jurisdiction for type and size of benchmark.

1. Record benchmark locations, with horizontal and vertical data, on Project Record

Documents.

3.5 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and

elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance

and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.

B. Comply with manufacturer's written instructions and recommendations for installing products in

applications indicated.

C. Install products at the time and under conditions that will ensure the best possible results.

Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or

loading in excess of that expected during normal conditions of occupancy.

E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

F. Templates: Obtain and distribute to the parties involved templates for work specified to be

factory prepared and field installed. Check Shop Drawings of other work to confirm that

adequate provisions are made for locating and installing products to comply with indicated

requirements.

G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component

securely in place, accurately located and aligned with other portions of the Work.

1. Mounting Heights: Where mounting heights are not indicated, mount components at

heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anchorages. Furnish setting drawings, templates, and

directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and

items with integral anchors, that are to be embedded in concrete or masonry. Deliver

such items to Project site in time for installation.



H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,

arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered

hazardous.

3.6 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Coordinate

progress cleaning for joint-use areas where more than one installer has worked. Enforce

requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and

debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the

temperature is expected to rise above 80 deg F (27 deg C).

3. Containerize hazardous and unsanitary waste materials separately from other waste.

Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for

proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the

entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written

instructions of manufacturer or fabricator of product installed, using only cleaning materials

specifically recommended. If specific cleaning materials are not recommended, use cleaning

materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure

freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing

waste materials down sewers or into waterways will not be permitted.

H. During handling and installation, clean and protect construction in progress and adjoining

materials already in place. Apply protective covering where required to ensure protection from

damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through

the remainder of the construction period. Adjust and lubricate operable components to ensure

operability without damaging effects.



J. Limiting Exposures: Supervise construction operations to assure that no part of the construction

completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious

exposure during the construction period.

3.7 STARTING AND ADJUSTING

A. Start equipment and operating components to confirm proper operation. Remove

malfunctioning units, replace with new units, and retest.

B. Adjust operating components for proper operation without binding. Adjust equipment for

proper operation.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.

Replace damaged and malfunctioning controls and equipment.

D. Manufacturer's Field Service: If a factory-authorized service representative is required to

inspect field-assembled components and equipment installation, comply with qualification

requirements in Division 1 Section "Quality Requirements."

3.8 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage

or deterioration at time of Substantial Completion.

B. Comply with manufacturer's written instructions for temperature and relative humidity.

3.9 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

Comply with requirements in Division 1 Section "Selective Demolition."

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up

with matching materials, and properly adjusting operating equipment.

B. Restore permanent facilities used during construction to their specified condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired

without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components

that cannot be repaired.

E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.



CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 7419 - 1

SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for the following:

1. Recycling nonhazardous construction waste.

2. Disposing of nonhazardous construction waste.

B. Contractor will provide solid waste and recyclable containers, and bare the associated cost of

disposal.

1.2 DEFINITIONS

A. Construction Waste: Building and site improvement materials and other solid waste resulting

from construction, remodeling, renovation, or repair operations. Construction waste includes

packaging.

B. Disposal: Removal off-site of demolition and construction waste and subsequent sale,

recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having

jurisdiction.

C. Recycle: Recovery of demolition or construction waste for subsequent processing in

preparation for reuse.


A. Waste Management Training: Conduct training at Project site.

1.4 WASTE MANAGEMENT

A. Waste Identification: Indicate anticipated types and quantities of demolition, site-clearing, and

construction waste generated by the Work. Include estimated quantities and assumptions for

estimates.

B. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled,

or disposed of in landfill or incinerator. Include points of waste generation, total quantity of

each type of waste, quantity for each means of recovery, and handling and transportation

procedures.

1. Recycled Materials: Include list of local receivers and processors and type of recycled

materials each will accept. Include names, addresses, and telephone numbers.

2. Disposed Materials: Indicate how and where materials will be disposed of. Include

name, address, and telephone number of each landfill and incinerator facility.



3. Handling and Transportation Procedures: Include method that will be used for separating

recyclable waste including sizes of containers, container labeling, and designated location

on Project site where materials separation will be located.


PART 3 - EXECUTION

3.1 IMPLEMENTATION

A. Waste Management Coordinator: Engage a waste management coordinator to be responsible

for implementing, monitoring, and reporting status of waste management. Coordinator shall be

present at Project site full time for duration of Project.

B. Training: Train workers, subcontractors, and suppliers on proper waste management

procedures, as appropriate for the Work occurring at Project site.

1. Educate entities when they first begin work on-site on waste management effort. Review

procedures and locations established for salvage, recycling, and disposal.

C. Site Access and Temporary Controls: Conduct waste management operations to ensure

minimum interference with roads, streets, walks, walkways, and other adjacent occupied and

used facilities.

1. Designate specific areas on Project site necessary for separating materials that are to be

salvaged, recycled, or reused.

2. Comply with Division 1 Section "Temporary Facilities and Controls" for controlling dust

and dirt, environmental protection, and noise control.

3.2 RECYCLING CONSTRUCTION WASTE, GENERAL

A. General: Recycle paper and beverage containers used by on-site workers.

B. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate

recyclable waste by type at Project site to the maximum extent practical.

1. Contractor will provide appropriately marked containers or bins for controlling recyclable

and solid waste until they are removed from Project site. Include list of acceptable and

unacceptable materials at each container and bin.

a. Inspect containers and bins for contamination and remove contaminated materials

if found.

2. Stockpile processed materials on-site without intermixing with other materials. Place,

grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of

remaining trees.

4. Store components off the ground and protect from the weather.



3.3 RECYCLING CONSTRUCTION WASTE

A. Packaging:

1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry

location.

2. Polystyrene Packaging: Separate and bag materials.

3. Pallets: As much as possible, require deliveries using pallets to remove pallets from

Project site. For pallets that remain on-site, break down pallets into component wood

pieces and comply with requirements for recycling wood.

4. Crates: Break down crates into component wood pieces and comply with requirements

for recycling wood.

B. Site-Clearing Wastes: Chip brush, branches, and trees on-site.

C. Wood Materials:

1. Clean Cut-Offs of Lumber: Grind or chip into small pieces.

2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood.

D. Gypsum Board: Stack large clean pieces on wood pallets and store in a dry location. Grind and

arrange for delivery to City of Las Cruces Recycling Center.

3.4 DISPOSAL OF WASTE

A. Burning: Do not burn waste materials.

B. Disposal: Contractor will transport waste and recycled materials off property and legally

dispose of them.



CLOSEOUT PROCEDURES 01 7700 - 1

SECTION 01 7700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout,

including, but not limited to, the following:

1. Inspection procedures.

2. Videotaping of systems specific training.

3. Warranties.

4. Final cleaning.

B. See Division 1 Section "Payment Procedures" for requirements for Applications for Payment

for Substantial and Final Completion.

C. See Division 1 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.

D. See Division 1 Section "Operation and Maintenance Data" for operation and maintenance

manual requirements.

E. See Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for

the Work in those Sections.

F. See Divisions 2 through 16 Sections for systems specific training requirements for the Work in

those Sections.

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial

Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on

the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final

certifications and similar documents.

4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to

services and utilities. Include occupancy permits, operating certificates, and similar

releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals,

damage or settlement surveys, property surveys, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by

Owner. Label with manufacturer's name and model number where applicable.

7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's

personnel of changeover in security provisions.



8. Complete startup testing of systems.

9. Submit test/adjust/balance records.

10. Terminate and remove temporary facilities from Project site, construction tools, and

similar elements.

11. Advise Owner of changeover in heat and other utilities.

12. Submit changeover information related to Owner's occupancy, use, operation, and

maintenance. Provide videotaped training sessions for NMSU employee use for systems

specific training.

13. Complete final cleaning requirements, including touchup painting.

14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual

defects.

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of

request, Architect will either proceed with inspection or notify Contractor of unfulfilled

requirements. Architect will prepare the Certificate of Substantial Completion after inspection

or will notify Contractor of items, either on Contractor's list or additional items identified by

Architect, that must be completed or corrected before certificate will be issued.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections

as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final

Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final

Completion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section "Payment

Procedures."

2. Submit certified copy of Architect's Substantial Completion inspection list of items to be

completed or corrected (punch list), endorsed and dated by Architect. The certified copy

of the list shall state that each item has been completed or otherwise resolved for

acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance

requirements.

4. Instruct Owner's personnel in operation, adjustment, and maintenance of products,

equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,

Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.

Architect will prepare a final Certificate for Payment after inspection or will notify Contractor

of construction that must be completed or corrected before certificate will be issued.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections

as incomplete is completed or corrected.



1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area

affected by construction operations for incomplete items and items needing correction

including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas first and

proceeding from lowest floor to highest floor.

2. Organize items applying to each space by major element, including categories for ceiling,

individual walls, floors, equipment, and building systems.

1.5 WARRANTIES

A. Submittal Time: Submit written warranties on request of Architect for designated portions of

the Work where commencement of warranties other than date of Substantial Completion is

indicated.

B. Organize warranty documents into an orderly sequence based on the table of contents of the

Project Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders,

thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch

(215-by-280-mm) paper.

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark

tab to identify the product or installation. Provide a typed description of the product or

installation, including the name of the product and the name, address, and telephone

number of Installer.

3. Identify each binder on the front and spine with the typed or printed title

"WARRANTIES," Project name, and name of Contractor.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or

fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially

hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply

with local laws and ordinances and Federal and local environmental and antipollution

regulations.



B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each

surface or unit to condition expected in an average commercial building cleaning and

maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification

of Substantial Completion for entire Project or for a portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,

including landscape development areas, of rubbish, waste material, litter, and other

foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other

foreign deposits.

c. Rake grounds that are neither planted nor paved to a smooth, even-textured

surface.

d. Remove tools, construction equipment, machinery, and surplus material from

Project site.

e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,

free of stains, films, and similar foreign substances. Avoid disturbing natural

weathering of exterior surfaces. Restore reflective surfaces to their original

condition.

f. Remove debris and surface dust from limited access spaces, including roofs,

plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

g. Sweep concrete floors broom clean in unoccupied spaces.

h. Vacuum carpet and similar soft surfaces, removing debris and excess nap;

shampoo if visible soil or stains remain.

i. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other noticeable, vision-obscuring materials.

Replace chipped or broken glass and other damaged transparent materials. Polish

mirrors and glass, taking care not to scratch surfaces.

j. Remove labels that are not permanent.

k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or

that already show evidence of repair or restoration.

1) Do not paint over "UL" and similar labels, including mechanical and

electrical nameplates.

l. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and

similar equipment. Remove excess lubrication, paint and mortar droppings, and

other foreign substances.

m. Replace parts subject to unusual operating conditions.

n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains

resulting from water exposure.

o. Replace disposable air filters and clean permanent air filters. Clean exposed

surfaces of diffusers, registers, and grills.

p. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.

Replace burned-out bulbs, and those noticeably dimmed by hours of use, and

defective and noisy starters in fluorescent and mercury vapor fixtures to comply

with requirements for new fixtures.

q. Leave Project clean and ready for occupancy.



C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or

excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous

materials into drainage systems. Remove waste materials from Project site and dispose of

lawfully.



OPERATION AND MAINTENANCE DATA 01 7823 - 1

SECTION 01 7823 - OPERATION AND MAINTENANCE DATA

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for preparing operation and

maintenance manuals, including the following:

1. Emergency manuals.

2. Operation manuals for systems, subsystems, and equipment.

3. Maintenance instructions for the care and maintenance of products, materials, finishes,

systems and equipment.

B. See Divisions 2 through 16 Sections for specific operation and maintenance manual

requirements for the Work in those Sections.

1.2 SUBMITTALS

A. Manual: Submit one copy of each manual in final form at 75% project completion. Architect

will return copy with comments within 15 days after initial submittal.

1. Correct or modify each manual to comply with Architect's comments. Submit 1 hard

copy and one digital copy of each corrected manual within 10 days of receipt of

Architect's comments.

PART 2 - PRODUCTS

2.1 MANUALS, GENERAL

A. Organization: Unless otherwise indicated, organize each manual into a separate section for each

system and subsystem, and a separate section for each piece of equipment not part of a system.

Each manual shall contain a title page, table of contents, and manual contents.

B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:

1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Owner.

4. Date of submittal.

5. Name, address, and telephone number of Contractor.

6. Name and address of Architect.

7. Cross-reference to related systems in other operation and maintenance manuals.



C. Table of Contents: List each product included in manual, identified by product name, indexed

to the content of the volume, and cross-referenced to Specification Section number in Project

Manual.

D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by

system, subsystem, and equipment. If possible, assemble instructions for subsystems,

equipment, and components of one system into a single binder.

1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to

accommodate contents, sized to hold 8-1/2-by-11-inch (215-by-280-mm) paper; with

clear plastic sleeve on spine to hold label describing contents and with pockets inside

covers to hold folded oversize sheets.

a. Identify each binder on front and spine, with printed title "OPERATION AND

MAINTENANCE MANUAL," Project title or name, and subject matter of

contents. Indicate volume number for multiple-volume sets.

2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each

tab to indicate contents. Include typed list of products and major components of

equipment included in the section on each divider, cross-referenced to Specification

Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic

software diskettes for computerized electronic equipment.

4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.

a. If oversize drawings are necessary, fold drawings to same size as text pages and

use as foldouts.

b. If drawings are too large to be used as foldouts, fold and place drawings in labeled

envelopes and bind envelopes in rear of manual. At appropriate locations in

manual, insert typewritten pages indicating drawing titles, descriptions of contents,

and drawing locations.

2.2 EMERGENCY MANUALS

A. Content: Organize manual into a separate section for type of emergency, emergency

instructions, and emergency procedures.

B. Type of Emergency: Where applicable for each type of emergency indicated below, include

instructions and procedures for each system, subsystem, piece of equipment, and component for

fire, gas leak, water leak, power failure, water outage, and equipment failure.

C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages,

and similar codes and signals. Include responsibilities of Owner's operating personnel for

notification of Installer, supplier, and manufacturer to maintain warranties.

D. Emergency Procedures: Include instructions on stopping, shutdown instructions for each type

of emergency, operating instructions for conditions outside normal operating limits, and

required sequences for electric or electronic systems.



2.3 OPERATION MANUALS

A. Content: In addition to requirements in this Section, include operation data required in

individual Specification Sections and equipment descriptions, operating standards, operating

procedures, operating logs, wiring and control diagrams, and license requirements.

B. Descriptions: Include the following:

1. Product name and model number.

2. Manufacturer's name.

3. Equipment identification with serial number of each component.

4. Equipment function.

5. Operating characteristics.

6. Limiting conditions.

7. Performance curves.

8. Engineering data and tests.

9. Complete nomenclature and number of replacement parts.

C. Operating Procedures: Include start-up, break-in, and control procedures; stopping and normal

shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and

required sequences for electric or electronic systems.

D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as

installed.

E. Piped Systems: Diagram piping as installed, and identify color-coding where required for

identification.

2.4 PRODUCT MAINTENANCE MANUAL

A. Content: Organize manual into a separate section for each product, material, and finish.

Include source information, product information, maintenance procedures, repair materials and

sources, and warranties and bonds, as described below.

B. Source Information: List each product included in manual, identified by product name and

arranged to match manual's table of contents. For each product, list name, address, and

telephone number of Installer or supplier and maintenance service agent, and cross-reference

Specification Section number and title in Project Manual.

C. Product Information: Include the following, as applicable:

1. Product name and model number.

2. Manufacturer's name.

3. Color, pattern, and texture.

4. Material and chemical composition.

5. Reordering information for specially manufactured products.

D. Maintenance Procedures: Include manufacturer's written recommendations and inspection

procedures, types of cleaning agents, methods of cleaning, schedule for cleaning and

maintenance, and repair instructions.



E. Repair Materials and Sources: Include lists of materials and local sources of materials and

related services.

F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and

conditions that would affect validity of warranties or bonds.

2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL

A. Content: For each system, subsystem, and piece of equipment not part of a system, include

source information, manufacturers' maintenance documentation, maintenance procedures,

maintenance and service schedules, spare parts list and source information, maintenance service

contracts, and warranty and bond information, as described below.

B. Source Information: List each system, subsystem, and piece of equipment included in manual,

identified by product name and arranged to match manual's table of contents. For each product,

list name, address, and telephone number of Installer or supplier and maintenance service agent,

and cross-reference Specification Section number and title in Project Manual.

C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation

including maintenance instructions, drawings and diagrams for maintenance, nomenclature of

parts and components, and recommended spare parts for each component part or piece of

equipment:

D. Maintenance Procedures: Include test and inspection instructions, troubleshooting guide,

disassembly instructions, and adjusting instructions, that detail essential maintenance

procedures:

E. Maintenance and Service Schedules: Include service and lubrication requirements, list of

required lubricants for equipment, and separate schedules for preventive and routine

maintenance and service with standard time allotment.

F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with

parts identified and cross-referenced to manufacturers' maintenance documentation and local

sources of maintenance materials and related services.

G. Maintenance Service Contracts: Include copies of maintenance agreements with name and

telephone number of service agent.

H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and

conditions that would affect validity of warranties or bonds.

PART 3 - EXECUTION

3.1 MANUAL PREPARATION

A. Emergency Manual: Assemble a complete set of emergency information indicating procedures

for use by emergency personnel and by Owner's operating personnel for types of emergencies

indicated.



B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care

and maintenance of each product, material, and finish incorporated into the Work.

C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance

data indicating operation and maintenance of each system, subsystem, and piece of equipment

not part of a system.

D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include

only sheets pertinent to product or component installed. Mark each sheet to identify each

product or component incorporated into the Work. If data include more than one item in a

tabular format, identify each item using appropriate references from the Contract Documents.

Identify data applicable to the Work and delete references to information not applicable.

E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the

relationship of component parts of equipment and systems and to illustrate control sequence and

flow diagrams. Coordinate these drawings with information contained in Record Drawings to

ensure correct illustration of completed installation.

1. Do not use original Project Record Documents as part of operation and maintenance

manuals.



SELECTIVE DEMOLITION 02 4119 - 1

SECTION 02 4119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of site

2. Salvage of existing items to be reused or recycled.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless

indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent

damage, and deliver to Owner.

C. Existing to Remain: Existing items of construction that are not to be permanently removed and

that are not otherwise indicated to be removed, removed and salvaged, or removed and

reinstalled.

1.3 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as

far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding

with selective demolition.

D. Storage or sale of removed items or materials on-site is not permitted.

E. Utility Service: Maintain existing utilities indicated to remain in service and protect them

against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

F. Hazardous Materials: It is expected that hazardous materials will be encountered within the

work area (existing irrigation piping may be transite). Contractor to stop work and inform the

Owner/Architect immediately upon discovery of hazardous materials within the work area.

Remediation of hazardous materials by Owner.



1.4 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged

during selective demolition, by methods and with materials so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before

beginning selective demolition. Comply with hauling and disposal regulations of authorities

having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Survey existing conditions and correlate with requirements indicated to determine extent of

selective demolition required.

B. When unanticipated mechanical, electrical, or structural elements that conflict with intended

function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and

protect them against damage.

1. Comply with requirements for existing services/systems interruptions specified in

Division 1 Section "Summary."

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,

disconnect, and seal or cap off indicated utility services and mechanical/electrical systems

serving areas to be selectively demolished where indicated in the drawings.

1. If services/systems are required to be removed, relocated, or abandoned, provide

temporary services/systems that bypass area of selective demolition and that maintain

continuity of services/systems to other parts of building.

C. Refrigerant: Remove refrigerant from equipment to be selectively demolished, if any,

according to 40 CFR 82 and regulations of authorities having jurisdiction.



3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal

operations to ensure minimum interference with roads, streets, walks, walkways, and other

adjacent occupied and used facilities.

1. Comply with requirements for access and protection specified in Division 1 Section

"Temporary Facilities and Controls."

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new

construction and as indicated. Use methods required to complete the Work within limitations of

governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use

cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and

chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to

remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring

existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At

concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden

space before starting flame-cutting operations. Maintain portable fire-suppression

devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to

impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly. Comply with requirements in

Division 1 Section "Construction Waste Management."

B. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be salvaged, or otherwise indicated to

remain Owner's property, remove demolished materials from Project site and legally dispose of

them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces

and areas.



3. Comply with requirements specified in Division 1 Section "Construction Waste

Management."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective

demolition operations. Return adjacent areas to condition existing before selective demolition

operations began.



EXTERIOR PAINTS AND COATINGS 09900 - 1

SECTION 09900 -- EXTERIOR PAINTS AND COATINGS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Field Marking Paint

1.2 SUBMITTALS

A. Submit under provisions of Section 01300.

B. Product Data: For each paint system indicated, including:

1. Product characteristics.

2. Surface preparation instructions and recommendations.

3. Primer requirements and finish specification.

4. Storage and handling requirements and recommendations.

5. Application methods.

6. Cautions for storage, handling and installation.

C. Selection Samples: Submit a complete set of color chips that represent the full range

of manufacturer's color samples available.

D. Verification Samples: For each finish product specified, submit samples that

represent actual product, color, and sheen.


A. Installer Qualifications: A firm or individual experienced in applying paints and

coatings similar in material, design, and extent to those indicated for this Project,

whose work has resulted in applications with a record of successful in-service

performance.

B. Paint exposed surfaces. If a color of finish, or a surface is not specifically

mentioned, Architect will select from standard colors and finishes available.

C. Do not paint prefinished items, concealed surfaces, finished metal surfaces,

operating parts, and labels unless indicated.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Deliver manufacturer's unopened containers to the work site. Packaging

shall bear the manufacturer's name, label, and the following list of information:

1. Product name, and type (description).

2. Application and use instructions.

3. Surface preparation.

4. VOC content.

5. Environmental issues.

6. Batch date.

7. Color number.

B. Storage: Store and dispose of solvent-based materials, and materials used with

solvent-based materials, in accordance with requirements of local authorities having



jurisdiction.

C. Store materials in an area that is within the acceptable temperature range, per

manufacturer's instructions. Protect from freezing.

D. Handling: Maintain a clean, dry storage area, to prevent contamination or damage to

the coatings.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within

limits recommended by manufacturer for optimum results. Do not install products

under environmental conditions outside manufacturer's absolute limits.

1.6 EXTRA MATERIALS

A. Furnish extra paint materials from the same production run as the materials applied

and in the quantities described below. Package with protective covering for storage

and identify with labels describing contents. Deliver extra materials to Owner.

B. Furnish Owner with an additional one percent of each material and color, but not

less than 1 gal (3.8 l) or 1 case, as appropriate.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Sherwin-Williams, which is located at: 101 Prospect Ave.

; Cleveland, OH 44115; Toll Free Tel: 800-524-5979; Tel: 216-566-2000; Email:

request info ([email protected]); Web: www.sherwin-williams.com

B. Substitutions: Permitted as Approved by Architect

C. Requests for substitutions will be considered in accordance with provisions of

Section 01600.

2.2 APPLICATIONS/SCOPE

A. Exterior,Paints and Coatings:

1. Field Paints and Coatings

2.3 PAINT MATERIALS - GENERAL

A. Paints and Coatings:

1. Unless otherwise indicated, provide factory-mixed coatings. When required,

mix coatings to correct consistency in accordance with manufacturer's

instructions before application. Do not reduce, thin, or dilute coatings or add

materials to coatings unless such procedure is specifically described in

manufacturer's product instructions.

2. For opaque finishes, tint each coat including primer coat and intermediate

coats, one-half shade lighter than succeeding coat, with final finish coat as

base color. Or follow manufactures product instructions for optimal color

conformance.



B. Primers: Where the manufacturer offers options on primers for a particular

substrate, use primer categorized as "best" by the manufacturer.

C. Coating Application Accessories: Provide all primers, sealers, cleaning agents,

cleaning cloths, sanding materials, and clean-up materials required, per

manufacturer's specifications.

D. Color: Refer to Finish Schedule for paint colors, and as selected.

E. FIELD MARKING PAINT

1. SherStripe Athletic Field Marking Paint

a. Color – Bright White B02W00900

b. Drying Time @ 50% RH: 77 deg. F:

1) Touch: 30 min

2) Re-coat: 1 hour

c. Finish: Flat

d. VOC: less than 50 grams per litre

e. Volume Solids: 37 +/- 2%

f. Weight Solids: 59 +/- 2%

g. Weight Per Gallon: 12.82 lbs

h. Compliance:

1.) OTC – Yes

2.) OTC Phase II – Yes

3.) SCAQMD – Yes

4.) CARB – Yes

5.) CARB SCM 2007 – Yes

6.) Leed v4 + 4.1 VOC – Yes

PART 3 EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared; notify

Architect of unsatisfactory conditions before proceeding. If substrate preparation is

the responsibility of another installer, notify Architect of unsatisfactory preparation

before proceeding.

B. Proceed with work only after conditions have been corrected and approved by all

parties, otherwise application of coatings will be considered as an acceptance of

surface conditions.

3.2 SURFACE PREPARATION

A. General: Surfaces shall be dry and in sound condition.

3.3 INSTALLATION

A. General: Apply all coatings and materials with manufacture specifications in mind.

Mix and thin coatings according to manufacturer's recommendations.

B. Do not apply to wet or damp surfaces. Wait at least 30 days before applying to new

concrete or masonry. Or follow manufacturer's procedures to apply appropriate

coatings prior to 30 days. Test new concrete for moisture content.



C. Apply coatings using methods recommended by manufacturer.

D. Uniformly apply coatings without runs, drips, or sags, without brush marks, and

with consistent sheen.

E. Apply coatings at spreading rate required to achieve the manufacturers

recommended dry film thickness.

F. Regardless of number of coats specified, apply as many coats as necessary for

complete hide, and uniform appearance.

G. Inspection: The coated surface must be inspected and approved by the Architect just

prior to each coat.

3.4 PROTECTION

A. Protect finished coatings from damage until completion of project.

B. Touch-up damaged coatings after substantial completion, following manufacturer's

recommendation for touch up or repair of damaged coatings. Repair any defects that

will hinder the performance of the coatings.

END OF SECTION


ATHLETIC FIELD EQUIPMENT 11 6833 - 1

SECTION 11 68 33 - ATHLETIC FIELD EQUIPMENT

PART 1 - GENERAL

1.01 WORK INCLUDED

A. Provide all equipment and materials, and do all work necessary to furnish

and install the athletic equipment, as indicated on the drawings and as

specified herein. Athletic equipment shall include, but not be limited to:

1. SG824RS 8’ x 24’ Regulation Size Round Faced Soccer Goals

with Skids and Accessories - 8’H x 24’L x 4’B x 8’D

1.02 RELATED WORK

A. Examine contract documents for requirements that affect work of this section. Other

specification divisions and sections that directly related to the work of this section

include, but are not limited to:

1. Division 03 – Concrete; Sections: Cast-in-Place Concrete

2. Division 31 – Earthwork; Sections: Excavation and Backfill and Establishment of

Sub-Grade Elevations

3. Division 32 – Exterior Improvements; Sections: Athletic and Recreational Surfacing,

Concrete and Asphalt

1.03 REFERENCES

A. Comply with applicable requirements of the following standards. Where these standards

conflict with other specified requirements, the most restrictive requirements shall govern.

1. National Collegiate Athletic Association (NCAA)

2. ASTM International

3. American Sports Builders Association (ASBA)

4. Manufacturers Data and Recommended Installation Requirements

1.04 SUBMITTALS

A. Manufacturers Product Data

1. Provide manufacturers product data prior to actual field installation work, for

Architects or Owners representatives review.

B. Shop Drawings

1. Provide drawings of the manufacturers recommended installation and foundation

requirements prior to actual field installation work, for Architects or Owners

representatives review.




A. Manufacturers warranties shall pass to the Owner and certification made that the product

materials meet all applicable grade trademarks or conform to industry standards and

inspection requirements. The Manufacturer shall have a current American Sports

Builders Association (ASBA)

Supplier Certificate of Distinction designation.

1.06 PRODUCT DELIVERY AND STORAGE

A. Materials delivered to the site shall be examined for damage or defects in shipping. Any

defects shall be noted and reported to the Owners representative. Replacements, if

necessary, shall be immediately re-ordered, so as to minimize any conflict with the

construction schedule. Sound materials shall be stored above ground under protective

cover or indoors so as to provide proper protection.

PART 2 - PRODUCTS

2.01 SG824RS 8’ x 24’ Regulation Size Round Faced Soccer Goals with Skids and

Accessories

A. BASE: SG824RS 8’ x 24’ Regulation Size Round Faced Soccer Goals with Skids and

Accessories as Manufactured and/or Supplied by:

Sportsfield Specialties, Inc.

P.O. Box 231

41155 State Highway 10

Delhi, NY 13753

p. 888-975-3343

f. 607-746-8481

www.sportsfieldspecialties.com

B. COMPONENTS:

1. SG824RS 8’ x 24’ Regulation Size Round Faced Soccer Goals with Skids:

A. Top Crossbar Fabricated of 6061-T6 Extruded Aluminum Tube Having the

Following Attributes:

a. Length: 24’ - Regulation Size

b. 4.375” Square x 4.688” Round Faced Crossbar,

3/16” (.1875”) Wall Thickness

c. Super Durable Powder Coated White Finish with

Enhanced Resistance to UV and Fade

d. 3/16” (0.1875”) Thick Formed Aluminum Channel

Crossbar Attachment Brackets with Welded Tap

Blocks, Mill Finish

B. One Piece End Frame Construction Fabricated of 6061-T6 Extruded Aluminum Tube

Having the Following Attributes:

a. 4.375” Square x 4.688” Round Faced Corner Post,

8’H, 3/16” (.1875”) Wall Thickness

b. Rolled Side Frame, 2” x 3” x 0.125” Thick Wall,

TIG Welded to Corner Upright Posts

c. Radius Backside Corners

d. Welded 3/8” x 5”W Aluminum Skid Plate



e. Super Durable Powder Coated White Finish with


C. Rear Bottom Ground Bar Fabricated of 6061-T6 Extruded Aluminum Tube Having

the Following Attributes:

a. 2” x 2” x 0.25” Thick Wall with Welded ½” Aluminum

End Plates

b. Super Durable Powder Coated White Finish with


D. Included Accessories:

a. Welded Aluminum Net Clips with Lifetime

Guarantee

b. 5mm Braided, Knotless White High Tenacity

Polypropylene Soccer Net with Rope Bound

Perimeter and 4” Square Mesh – 8.2’H x 24.4’L x 4.3’B

x 8.6’D

c. Model Specific Hardware Kit and Installation

Instructions

d. Ground Stake Storage Compartments

e. All SG824RS 8’ x 24’ Regulation Size Round

Faced Soccer Goals with Skids Meet and Exceed

Current ASTM F2950-14 Standard Safety and

Performance Specification for Soccer Goals and F1938-

98 Standard Guide for Safer Use of Movable Soccer

Goals

f. Five (5) Year Limited Manufacturer’s Product

Warranty

2. Optional Accessories:

A. SG2S® - Patented Soccer Goal Safety System:

a. Rear Bottom Ground Bar Retractable Safety Clamp

Fabricated of 3/16” (0.187”) Aluminum

b. Super Durable Powder Coated White Finish with


c. Stainless Steel Assembly Hardware

d. Access Frame and Cover Fabricated of 1/8”

(0.125”) Aluminum with Gasket Seal and 1” PVC

Drain Stub

e. 13 Gauge Stainless Steel Pivot Bar

f. Galvanized Steel Anchoring Hardware

g. Use SG2S® for Synthetic Turf Installation Applications

and SG2SNG for Natural Grass Installation Applications

PART 3 - EXECUTION

3.01 - INSTALLATION OF EQUIPMENT

A. All SG824RS 8’ x 24’ Regulation Size Round Faced Soccer Goals with Skids and

Accessories shall be installed as recommended per manufacturer's written instructions

and as indicated on the drawings.

END OF SECTION


SITE FURNISHINGS 12 9300 - 1

SECTION 12 93 00 - SITE FURNISHINGS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Site furnishings of the following types:

1. Bleachers

1.2 RELATED SECTIONS

A. Section 31 20 00 - Earth Moving.

B. Section 32 92 00 – Turf and Grasses

C. Section 03 30 00 - Cast-in-Place Concrete

D. Section 32 13 13 – Concrete Paving

1.3 SUBMITTALS

A. Submit under provisions of Section 01 33 00 – Submittal Procedures

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Detail drawings.

2. Preparation instructions and recommendations.

3. Storage and handling requirements and recommendations.

4. Installation methods.

C. Shop Drawings: Indicate materials, dimensions, tolerances, welding, fasteners, hardware,

mounting, finish, and accessories. Include manufacturer's installation instructions.


A. Manufacturer Qualifications: Minimum five years experience in producing site furnishings

of the type specified.


A. Deliver and store products in manufacturer's unopened packaging bearing the brand name

and manufacturer's identification until ready for installation.

B. Handle materials to avoid damage.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits

recommended by manufacturer for optimum results. Do not install products under

environmental conditions outside manufacturer's recommended limits.

1.7 WARRANTY

A. Manufacturer's Warranty: Provide manufacturer's standard warranty against defects in

materials and workmanship.


SITE FURNISHINGS 12 9300 - 2

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Kay Park Recreation Corp., which is located at: 1301 Pine St.;

Janesville, IA 50647; Toll Free Tel: 800-553-2476; Tel: 319-987-2313; Fax: 319-987-2900;

Email: request; Web:www.kaypark.com

B. Substitutions: Equal substitutions permitted as approved by Architect.

C. Requests for substitutions will be considered in accordance with provisions of Section 01 60

00 - Product Requirements.

2.2 SITE FURNISHINGS

A. Bleachers: Basis of design: model no. BLA5A15 as manufactured by kay park-rec corp.

PART 3 EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of

unsatisfactory preparation before proceeding.

3.2 INSTALLATION

A. Install site furnishings in accordance with manufacturer's installation instructions and in

proper relationship with adjacent construction. Adjust until satisfactory results are achieved.

B. Install site furnishings level, plumb, square, accurately aligned, correctly located per

drawings, and without warp. Use hardware and fasteners acceptable to manufacturer.

3.3 CLEANING AND PROTECTION

A. Clean in accordance with manufacturer's recommendations.

B. Protect installed products until completion of project.

C. Touch-up, repair or replace damaged products and finishes in accordance with

manufacturer's instructions before Substantial Completion.

END OF SECTION


SITE CLEARING 311000 - 1

SECTION 311000 - SITE CLEARING

PART 1 - GENERAL

1.1 SUMMARY


1. Protecting existing vegetation to remain.

2. Removing existing vegetation.

3. Clearing and grubbing.

4. Stripping and stockpiling topsoil.

5. Removing above- and below-grade site improvements.

6. Disconnecting, capping, or sealing site utilities.

7. Temporary erosion and sedimentation control.

1.2 MATERIAL OWNERSHIP

A. Except for materials indicated to be stockpiled or otherwise remain Owner's property, cleared

materials shall become Contractor's property and shall be removed from Project site.


A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied

or used facilities during site-clearing operations.

1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities

without permission from Owner and authorities having jurisdiction.

2. Provide alternate routes around closed or obstructed trafficways if required by Owner or

authorities having jurisdiction.

B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on

Owner's premises[ where indicated]

C. Utility Locator Service: Notify utility locator service for area where Project is located before

site clearing.

D. Do not commence site clearing operations until temporary erosion- and sedimentation-control

measures are in place.



PART 2 - PRODUCTS

2.1 MATERIALS

A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in

Section 312000 "Earth Moving."

1. Obtain approved borrow soil material off-site when satisfactory soil material is not

available on-site.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance during

construction.

B. Verify that trees, shrubs, and other vegetation to remain or to be relocated have been flagged

and that protection zones have been identified and enclosed.

C. Protect existing site improvements to remain from damage during construction.

1. Restore damaged improvements to their original condition, as acceptable to Owner.

3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and

discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways,

according to erosion- and sedimentation-control Drawings and requirements of authorities

having jurisdiction.

B. Verify that flows of water redirected from construction areas or generated by construction

activity do not enter or cross protection zones.

C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction

until permanent vegetation has been established.

D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during

removal.

3.3 TREE AND PLANT PROTECTION

A. Protect trees and plants remaining on-site.

B. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are

damaged by construction operations.



3.4 EXISTING UTILITIES

A. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in

place.

1. Arrange with utility companies to shut off indicated utilities.

B. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or

others, unless permitted under the following conditions and then only after arranging to provide

temporary utility services according to requirements indicated:

1. Notify Architect not less than two days in advance of proposed utility interruptions.

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

C. Removal of underground utilities is included in earthwork sections; in applicable fire

suppression, plumbing, HVAC, electrical, communications, electronic safety and security, and

utilities sections; and in Section 024116 "Structure Demolition" and Section 024119 "Selective

Demolition."

3.5 CLEARING AND GRUBBING

A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new

construction.

1. Grind down stumps and remove roots larger than 3 inches (75 mm) in diameter,

obstructions, and debris to a depth of 18 inches (450 mm) below exposed subgrade.

2. Use only hand methods or air spade for grubbing within protection zones.

B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material

unless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches (200 mm),

and compact each layer to a density equal to adjacent original ground.

3.6 TOPSOIL STRIPPING

A. Remove sod and grass before stripping topsoil.

B. Strip topsoil to depth [indicated on Drawings] in a manner to prevent intermingling with

underlying subsoil or other waste materials.

C. Stockpile topsoil away from edge of excavations without intermixing with subsoil or other

materials. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust

and erosion by water.

3.7 SITE IMPROVEMENTS

A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate

new construction.



3.8 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste

materials including trash and debris, and legally dispose of them off Owner's property.

B. Separate recyclable materials produced during site clearing from other nonrecyclable materials.

Store or stockpile without intermixing with other materials, and transport them to recycling

facilities. Do not interfere with other Project work.



EARTH MOVING 312000 - 1

SECTION 312000 - EARTH MOVING

PART 1 - GENERAL

1.1 SUMMARY


1. Excavating and filling for rough grading the Site.

2. Preparing subgrades for [slabs-on-grade] [turf and grasses]

3. Drainage course for concrete slabs-on-grade.

4. Subbase course for concrete [walks] [pavements].

5. Excavating and backfilling trenches for utilities and pits for buried utility structures.

1.2 DEFINITIONS

A. Backfill: Soil material used to fill an excavation.

1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to

support sides of pipe.

2. Final Backfill: Backfill placed over initial backfill to fill a trench.

B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving.

C. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying

pipe.

D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.

E. Drainage Course: Aggregate layer supporting the slab-on-grade that also minimizes upward

capillary flow of pore water.

F. Excavation: Removal of material encountered above subgrade elevations and to lines and

dimensions indicated.

1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond

indicated lines and dimensions as directed by Architect. Authorized additional excavation

and replacement material will be paid for according to Contract provisions for changes in

the Work.

2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated

lines and dimensions without direction by Architect. Unauthorized excavation, as well as

remedial work directed by Architect, shall be without additional compensation.

G. Fill: Soil materials used to raise existing grades.

H. Subbase Course: Aggregate layer placed between the subgrade and base course for hot-mix

asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete

pavement or a cement concrete or hot-mix asphalt walk.



I. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill

immediately below subbase, drainage fill, drainage course, or topsoil materials.

J. Utilities: On-site underground pipes, conduits, ducts, and cables as well as underground services

within buildings.


A. Material test reports.


A. Utility Locator Service: Notify utility locator service for area where Project is located before

beginning earth-moving operations.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not

available from excavations.

B. Satisfactory Soils: Soil Classification [Groups GW, GP, GM, SW, SP, and SM according to

ASTM D 2487] [Groups A-1, A-2-4, A-2-5, and A-3 according to AASHTO M 145], or a

combination of these groups; free of rock or gravel larger than [3 inches (75 mm)] in any

dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.

1. Liquid Limit: <Insert value>.

2. Plasticity Index: <Insert value>.

C. Unsatisfactory Soils: Soil Classification [Groups GC, SC, CL, ML, OL, CH, MH, OH, and

PT according to ASTM D 2487] [Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7 according to

AASHTO M 145], or a combination of these groups.

1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of

optimum moisture content at time of compaction.

D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed

stone, and natural or crushed sand; ASTM D 2940/D 2940M; with at least 90 percent passing a

1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve.

E. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed

stone, and natural or crushed sand; ASTM D 294/D 2940M 0; with at least 95 percent passing a


F. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed

stone, and natural or crushed sand; ASTM D 2940/D 2940M; with at least 90 percent passing a




G. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed

stone, and natural or crushed sand; ASTM D 2940/D 2940M; except with 100 percent passing a

1-inch (25-mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve.

H. Drainage Course: Narrowly graded mixture of [washed ]crushed stone, or crushed or uncrushed

gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch

(37.5-mm) sieve and zero to 5 percent passing a No. 8 (2.36-mm) sieve.

2.2 ACCESSORIES

A. Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for

marking and identifying underground utilities, 6 inches (150 mm) wide and 4 mils (0.1 mm)

thick, continuously inscribed with a description of the utility; colored to comply with local

practice or requirements of authorities having jurisdiction.

B. Detectable Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape

manufactured for marking and identifying underground utilities, a minimum of 6 inches (150

mm) wide and 4 mils (0.1 mm) thick, continuously inscribed with a description of the utility,

with metallic core encased in a protective jacket for corrosion protection, detectable by metal

detector when tape is buried up to 30 inches (750 mm) deep; colored to comply with local

practice or requirements of authorities having jurisdiction.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by

settlement, lateral movement, undermining, washout, and other hazards created by earth-moving

operations.

B. Protect and maintain erosion and sedimentation controls during earth-moving operations.

C. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary

protection before placing subsequent materials.

3.2 EXCAVATION, GENERAL

A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface

and subsurface conditions encountered. Unclassified excavated materials may include rock, soil

materials, and obstructions. No changes in the Contract Sum or the Contract Time will be

authorized for rock excavation or removal of obstructions.

1. If excavated materials intended for fill and backfill include unsatisfactory soil materials

and rock, replace with satisfactory soil materials.



3.3 EXCAVATION FOR STRUCTURES

A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch (25

mm). If applicable, extend excavations a sufficient distance from structures for placing and

removing concrete formwork, for installing services and other construction, and for inspections.

1. Excavations for Footings and Foundations: Do not disturb bottom of excavation.

Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms

to required lines and grades to leave solid base to receive other work.

2. Pile Foundations: Stop excavations 6 to 12 inches (150 to 300 mm) above bottom of pile

cap before piles are placed. After piles have been driven, remove loose and displaced

material. Excavate to final grade, leaving solid base to receive concrete pile caps.

3. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility

Structures: Excavate to elevations and dimensions indicated within a tolerance of plus or

minus 1 inch (25 mm). Do not disturb bottom of excavations intended as bearing

surfaces.

B. Excavations at Edges of Tree- and Plant-Protection Zones:

1. Excavate by hand or with an air spade to indicated lines, cross sections, elevations, and

subgrades. If excavating by hand, use narrow-tine spading forks to comb soil and expose

roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that

rips, tears, or pulls roots.

2. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and

Plant Protection."

3.4 EXCAVATION FOR WALKS AND PAVEMENTS

A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and

subgrades.

3.5 EXCAVATION FOR UTILITY TRENCHES

A. Excavate trenches to indicated gradients, lines, depths, and elevations.

B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or

conduit. Excavate trench walls vertically from trench bottom to 12 inches (300 mm) higher than

top of pipe or conduit unless otherwise indicated.

1. Clearance: [12 inches (300 mm) each side of pipe or conduit]

C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of

pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of

pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp

objects along trench subgrade.

1. Excavate trenches 6 inches (150 mm) deeper than elevation required in rock or other

unyielding bearing material to allow for bedding course.



D. Trenches in Tree- and Plant-Protection Zones:

1. Hand-excavate to indicated lines, cross sections, elevations, and subgrades. Use narrow-

tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed

roots. Do not use mechanical equipment that rips, tears, or pulls roots.

2. Do not cut main lateral roots or taproots; cut only smaller roots that interfere with

installation of utilities.

3. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and

Plant Protection."

3.6 SUBGRADE INSPECTION

A. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or

construction activities, as directed by Architect, without additional compensation.

3.7 UNAUTHORIZED EXCAVATION

A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation

of concrete foundation or footing to excavation bottom, without altering top elevation. Lean

concrete fill, with 28-day compressive strength of 2500 psi (17.2 MPa), may be used when

approved by Architect.

1. Fill unauthorized excavations under other construction, pipe, or conduit as directed by

Architect.

3.8 STORAGE OF SOIL MATERIALS

A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

1. Stockpile soil materials away from edge of excavations. Do not store within drip line of

remaining trees.

3.9 UTILITY TRENCH BACKFILL

A. Place backfill on subgrades free of mud, frost, snow, or ice.

B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding

course to provide continuous support for bells, joints, and barrels of pipes and for joints,

fittings, and bodies of conduits.

C. Initial Backfill: Place and compact initial backfill of [subbase material] and [satisfactory soil],

free of particles larger than [1 inch (25 mm)] in any dimension, to a height of 12 inches (300

mm) over the pipe or conduit.

1. Carefully compact initial backfill under pipe haunches and compact evenly up on both

sides and along the full length of piping or conduit to avoid damage or displacement of

piping or conduit. Coordinate backfilling with utilities testing.



D. Final Backfill: Place and compact final backfill of satisfactory soil to final subgrade elevation.

E. Warning Tape: Install warning tape directly above utilities, 12 inches (300 mm) below finished

grade, except 6 inches (150 mm) below subgrade under pavements and slabs.

3.10 SOIL FILL

A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill

material will bond with existing material.

B. Place and compact fill material in layers to required elevations as follows:

1. Under grass and planted areas, use satisfactory soil material.

2. Under walks and pavements, use satisfactory soil material.

3.11 SOIL MOISTURE CONTROL

A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before

compaction to within 2 percent of optimum moisture content.

1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain

frost or ice.

2. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that

exceeds optimum moisture content by 2 percent and is too wet to compact to specified

dry unit weight.

3.12 COMPACTION OF SOIL BACKFILLS AND FILLS

A. Place backfill and fill soil materials in layers not more than [8 inches (200 mm)] in loose depth

for material compacted by heavy compaction equipment and not more than 4 inches (100 mm)

in loose depth for material compacted by hand-operated tampers.

B. Place backfill and fill soil materials evenly on all sides of structures to required elevations and

uniformly along the full length of each structure.

C. Compact soil materials to not less than the following percentages of maximum dry unit weight

according to [ASTM D 698] [ASTM D 1557]:

1. Under walkways, scarify and recompact top 6 inches (150 mm) below subgrade and

compact each layer of backfill or fill soil material at [95] percent.

2. Under turf or unpaved areas, scarify and recompact top 6 inches (150 mm) below

subgrade and compact each layer of backfill or fill soil material at [85] percent.

3. For utility trenches, compact each layer of initial and final backfill soil material at [85]

percent.

3.13 GRADING

A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply

with compaction requirements and grade to cross sections, lines, and elevations indicated.



B. Site Rough Grading: Slope grades to direct water to prevent ponding. Finish subgrades to

elevations required to achieve indicated finish elevations, within the following subgrade

tolerances:

1. Turf or Unpaved Areas: Plus or minus [1 inch (25 mm)]

2. Pavements: Plus or minus [1/2 inch (13 mm)]

3.14 SUBBASE AND BASE COURSES UNDER PAVEMENTS AND WALKS

A. Place subbase course[ and base course] on subgrades free of mud, frost, snow, or ice.

B. On prepared subgrade, place subbase course[ and base course] under pavements and walks as

follows:

1. Shape subbase course[ and base course] to required crown elevations and cross-slope

grades.

2. Place subbase course[ and base course] that exceeds 6 inches (150 mm) in compacted

thickness in layers of equal thickness, with no compacted layer more than 6 inches (150

mm) thick or less than 3 inches (75 mm) thick.

3. Compact subbase course[ and base course] at optimum moisture content to required

grades, lines, cross sections, and thickness to not less than [95] percent of maximum dry

unit weight according to [ASTM D 698] [ASTM D 1557].

3.15 DRAINAGE COURSE UNDER CONCRETE SLABS-ON-GRADE

A. Place drainage course on subgrades free of mud, frost, snow, or ice.

B. On prepared subgrade, place and compact drainage course under cast-in-place concrete slabs-

on-grade as follows:

1. Place drainage course that exceeds 6 inches (150 mm) in compacted thickness in layers of

equal thickness, with no compacted layer more than 6 inches (150 mm) thick or less than

3 inches (75 mm) thick.

2. Compact each layer of drainage course to required cross sections and thicknesses to not

less than [95] percent of maximum dry unit weight according to ASTM D 698.

3.16 FIELD QUALITY CONTROL

A. Special Inspections: Owner will engage a qualified special inspector to perform inspections:

B. Testing Agency: Owner will engage a qualified geotechnical engineering testing agency to

perform tests and inspections.

C. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with

subsequent earth moving only after test results for previously completed work comply with

requirements.

D. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed

to verify design bearing capacities. Subsequent verification and approval of other footing



subgrades may be based on a visual comparison of subgrade with tested subgrade when

approved by Architect.

E. When testing agency reports that subgrades, fills, or backfills have not achieved degree of

compaction specified, scarify and moisten or aerate, or remove and replace soil materials to

depth required; recompact and retest until specified compaction is obtained.

3.17 PROTECTION

A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep

free of trash and debris.

B. Repair and reestablish grades to specified tolerances where completed or partially completed

surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent

construction operations or weather conditions.

C. Where settling occurs before Project correction period elapses, remove finished surfacing,

backfill with additional soil material, compact, and reconstruct surfacing.

1. Restore appearance, quality, and condition of finished surfacing to match adjacent work,

and eliminate evidence of restoration to greatest extent possible.

3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and

debris, and legally dispose of them off Owner's property.



CONCRETE PAVING 321313 - 1

SECTION 321313 - CONCRETE PAVING

PART 1 - GENERAL

1.1 SUMMARY


1. Concrete Pads


A. Product Data: For each type of product.

B. Samples: For each type of product, ingredient, or admixture requiring color selection.

C. Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when

characteristics of materials, Project conditions, weather, test results, or other circumstances

warrant adjustments.


A. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-

mixed concrete products and that complies with ASTM C 94/C 94M requirements for

production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete

Production Facilities" (Quality Control Manual - Section 3, "Plant Certification

Checklist").

1.4 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: Engage a qualified independent testing agency to perform

preconstruction testing on concrete paving mixtures.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. ACI Publications: Comply with ACI 301 (ACI 301M) unless otherwise indicated.



2.2 STEEL REINFORCEMENT

A. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, fabricated from as-drawn

steel wire into flat sheets.

B. Deformed-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, flat sheet.

C. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420); deformed.

D. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 (Grade 420) plain-steel bars[; zinc coated

(galvanized) after fabrication according to ASTM A 767/A 767M, Class I coating]. Cut bars

true to length with ends square and free of burrs.

E. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening

reinforcing bars, welded-wire reinforcement, and dowels in place. Manufacture bar supports

according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete

of greater compressive strength than concrete specified.

2.3 CONCRETE MATERIALS

A. Cementitious Materials: Use the following cementitious materials, of same type, brand, and

source throughout Project:

1. Portland Cement: ASTM C 150/C 150M, [gray] portland cement [Type IA]

2. Fly Ash: ASTM C 618, [Class C]

3. Slag Cement: ASTM C 989/C 989M, Grade 100 or 120.

4. Blended Hydraulic Cement: ASTM C 595/C 595M, [Type IS, portland blast-furnace

slag] cement.

B. Normal-Weight Aggregates: ASTM C 33/C 33M, [Class 4S] uniformly graded. Provide

aggregates from a single source.

C. Air-Entraining Admixture: ASTM C 260/C 260M.

D. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other

admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of

cementitious material.

E. Water: Potable and complying with ASTM C 94/C 94M.

2.4 CURING MATERIALS

A. Absorptive Cover: AASHTO M 182, [Class 3, burlap cloth made from jute or kenaf,

weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry] [or] [cotton mats].

B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

C. Water: Potable.



D. Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application

to fresh concrete.

2.5 RELATED MATERIALS

A. Joint Fillers: [ASTM D 1751, asphalt-saturated cellulosic fiber] in preformed strips.

B. Slip-Resistive Aggregate Finish: Factory-graded, packaged, rustproof, nonglazing, abrasive

aggregate of fused aluminum-oxide granules or crushed emery aggregate containing not less

than 50 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by

freezing, moisture, and cleaning materials.

2.6 CONCRETE MIXTURES

A. Prepare design mixtures, proportioned according to ACI 301 (ACI 301M), for each type and

strength of normal-weight concrete, and as determined by either laboratory trial mixtures or

field experience.

B. Cementitious Materials:[ Use fly ash, pozzolan, slag cement, and silica fume as needed to

reduce the total amount of portland cement, which would otherwise be used, by not less

than 40 percent.][ Limit percentage, by weight, of cementitious materials other than

portland cement in concrete as follows:]

1. Fly Ash or Pozzolan: 25 percent.

2. Slag Cement: 50 percent.

3. Combined Fly Ash or Pozzolan, and Slag Cement: 50 percent, with fly ash or pozzolan

not exceeding 25 percent.

C. Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight

concrete at point of placement having an air content as follows:

1. Air Content: 5-1/2 percent plus or minus 1-1/2 percent.

D. Chemical Admixtures: Use admixtures according to manufacturer's written instructions.

E. Concrete Mixtures: Normal-weight concrete.

1. Compressive Strength (28 Days): [3000 psi (20.7 MPa)]

2. Maximum W/C Ratio at Point of Placement: [0.45]

3. Slump Limit: [4 inches (100 mm)] plus or minus 1 inch (25 mm).

2.7 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to

ASTM C 94/C 94M[ and ASTM C 1116/C 1116M]. Furnish batch certificates for each batch

discharged and used in the Work.



PART 3 - EXECUTION

3.1 EXAMINATION

A. Proof-roll prepared subbase surface below [concrete paving] to identify soft pockets and areas

of excess yielding.

3.2 PREPARATION

A. Remove loose material from compacted subbase surface immediately before placing concrete.

3.3 EDGE FORMS AND SCREED CONSTRUCTION

A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines,

grades, and elevations. Install forms to allow continuous progress of work and so forms can

remain in place at least 24 hours after concrete placement.

B. Clean forms after each use and coat with form-release agent to ensure separation from concrete

without damage.

3.4 STEEL REINFORCEMENT INSTALLATION

A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting

reinforcement.

3.5 JOINTS

A. General: Form construction, isolation, and contraction joints and tool edges true to line, with

faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to

centerline unless otherwise indicated.

B. Construction Joints: Set construction joints at side and end terminations of paving and at

locations where paving operations are stopped for more than one-half hour unless paving

terminates at isolation joints.

C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs,

catch basins, manholes, inlets, structures, other fixed objects, and where indicated.

D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as

indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete

thickness

E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an

edging tool to a [1/4-inch (6-mm)] radius. Repeat tooling of edges after applying surface

finishes.[ Eliminate edging-tool marks on concrete surfaces.]



3.6 CONCRETE PLACEMENT

A. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not

place concrete around manholes or other structures until they are at required finish elevation and

alignment.

B. Comply with ACI 301 (ACI 301M) requirements for measuring, mixing, transporting, and

placing concrete.

C. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or

drag concrete into place or use vibrators to move concrete into place.

D. Screed paving surface with a straightedge and strike off.

E. Commence initial floating using bull floats or darbies to impart an open-textured and uniform

surface plane before excess moisture or bleedwater appears on the surface. Do not further

disturb concrete surfaces before beginning finishing operations or spreading surface treatments.

3.7 FLOAT FINISHING

A. General: Do not add water to concrete surfaces during finishing operations.

B. Float Finish: Begin the second floating operation when bleedwater sheen has disappeared and

concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven

floats or by hand floating if area is small or inaccessible to power units. Finish surfaces to true

planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular

texture.

1. Burlap Finish: Drag a seamless strip of damp burlap across float-finished concrete,

perpendicular to line of traffic, to provide a uniform, gritty texture.

2. Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across float-finished

concrete surface, perpendicular to line of traffic, to provide a uniform, fine-line texture.

3. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-

finished concrete surface 1/16 to 1/8 inch (1.6 to 3 mm) deep with a stiff-bristled broom,

perpendicular to line of traffic.

C. Slip-Resistive Aggregate Finish: Before final floating, spread slip-resistive aggregate finish on

paving surface according to manufacturer's written instructions.

1. Cure concrete with curing compound recommended by slip-resistive aggregate

manufacturer. Apply curing compound immediately after final finishing.

2. After curing, lightly work surface with a steel-wire brush or abrasive stone and water to

expose nonslip aggregate.

3.8 CONCRETE PROTECTION AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot

temperatures.

B. Comply with ACI 306.1 for cold-weather protection.



C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy

conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and during

finishing operations. Apply according to manufacturer's written instructions after placing,

screeding, and bull floating or darbying concrete but before float finishing.

D. Begin curing after finishing concrete but not before free water has disappeared from concrete

surface.

E. Curing Methods: Cure concrete by [moisture curing] [moisture-retaining-cover curing]

[curing compound] [or] [a combination of these].

3.9 PAVING TOLERANCES

A. Comply with tolerances in ACI 117 (ACI 117M) and as follows:

1. Elevation: 3/4 inch (19 mm).

2. Thickness: Plus 3/8 inch (10 mm), minus 1/4 inch (6 mm).

3. Surface: Gap below 10-feet- (3-m-) long; unleveled straightedge not to exceed 1/2 inch

(13 mm).

4. Joint Spacing: 3 inches (75 mm).

5. Contraction Joint Depth: Plus 1/4 inch (6 mm), no minus.

6. Joint Width: Plus 1/8 inch (3 mm), no minus.

3.10 REPAIR AND PROTECTION

A. Remove and replace concrete paving that is broken, damaged, or defective or that does not

comply with requirements in this Section. Remove work in complete sections from joint to joint

unless otherwise approved by Architect.

B. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after

placement. When construction traffic is permitted, maintain paving as clean as possible by

removing surface stains and spillage of materials as they occur.

C. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep

paving not more than two days before date scheduled for Substantial Completion inspections.



CONCRETE PAVING JOINT SEALANTS 321373 - 1

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

PART 1 - GENERAL

1.1 SUMMARY


1. Cold-applied joint sealants.

2. Joint-sealant backer materials.

3. Primers.


A. Product Data: For each type of product.

B. Samples: For each kind and color of joint sealant required.

C. Paving-Joint-Sealant Schedule: Include the following information:

1. Joint-sealant application, joint location, and designation.

2. Joint-sealant manufacturer and product name.

3. Joint-sealant formulation.

4. Joint-sealant color.


A. Product certificates.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Compatibility: Provide joint sealants, backing materials, and other related materials that are

compatible with one another and with joint substrates under conditions of service and

application, as demonstrated by joint-sealant manufacturer, based on testing and field

experience.

2.2 COLD-APPLIED JOINT SEALANTS

A. Single Component, self-leveling, Urethane, Elastomeric Joint Sealant: ASTM C 920, Type S,

Grade P, Class 25, for Use T.

1. Basis of Designe: Pourthane SL - Manufacturer: W.R. Meadows Inc. – Substitutions

permitted as approved by Architect.



2.3 JOINT-SEALANT BACKER MATERIALS

A. Round Backer Rods for Cold- and Hot-Applied Joint Sealants: ASTM D 5249, Type 1, of

diameter and density required to control sealant depth and prevent bottom-side adhesion of

sealant.

B. Round Backer Rods for Cold-Applied Joint Sealants: ASTM D 5249, Type 3, of diameter and

density required to control joint-sealant depth and prevent bottom-side adhesion of sealant.

C. Backer Strips for Cold- and Hot-Applied Joint Sealants: ASTM D 5249; Type 2; of thickness

and width required to control joint-sealant depth, prevent bottom-side adhesion of sealant, and

fill remainder of joint opening under sealant.

2.4 PRIMERS

A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of

sealant to joint substrates indicated.

PART 3 - EXECUTION

3.1 INSTALLATION OF JOINT SEALANTS

A. Comply with joint-sealant manufacturer's written installation instructions for products and

applications indicated unless more stringent requirements apply.

B. Cleaning of Joints: Clean out joints immediately to comply with joint-sealant manufacturer's

written instructions.

C. Joint Priming: Prime joint substrates where indicated or where recommended in writing by

joint-sealant manufacturer.

D. Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of

joint sealants as applicable to materials, applications, and conditions.

E. Install joint-sealant backings to support joint sealants during application and at position required

to produce cross-sectional shapes and depths of installed sealants relative to joint widths that

allow optimum sealant movement capability.

1. Do not leave gaps between ends of joint-sealant backings.

2. Do not stretch, twist, puncture, or tear joint-sealant backings.

3. Remove absorbent joint-sealant backings that have become wet before sealant application

and replace them with dry materials.

F. Install joint sealants immediately following backing installation, using proven techniques that

comply with the following:



1. Place joint sealants so they fully contact joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow

optimum sealant movement capability.

G. Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before

skinning or curing begins, tool sealants according to the following requirements to form

smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure

contact and adhesion of sealant with sides of joint:

1. Remove excess joint sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do

not discolor sealants or adjacent surfaces.

H. Provide joint configuration to comply with joint-sealant manufacturer's written instructions

unless otherwise indicated.

I. Clean off excess joint sealant as the Work progresses, by methods and with cleaning materials

approved in writing by joint-sealant manufacturers.



DECORATIVE AND ORNAMENTAL FENCES AND GATES 323110- 1

SECTION 323110 – DECORATIVE AND ORNAMENTAL FENCES AND GATES

PART 1 - GENERAL

1.1 SUMMARY


1. Steel welded wire fences.

2. Steel welded wire gates.

3. Concrete post foundations.

1.2 SUBMITTALS

A. Submittals for Review:

1. Shop Drawings: Indicate fence locations, post spacing, system components, and

accessories.

2. Product Data: Manufacturer's descriptive data.

3. Samples:

a. [12 x 12] inch fence panel samples.

b. [12] inch long post samples.

c. Cap and bracket samples.


1. Installer Qualifications: Minimum [2] [_] years [documented] experience in work of this

Section.

2. Mockup:

a. Size: Minimum [16] feet long x full height.

b. Show: Fence posts, panels, and accessories.

c. Locate [where directed.]

d. Approved mockup may remain as part of the Work.

1.4 WARRANTY

A. Furnish manufacturer's warranty providing coverage against corrosion of galvanized steel

coatings and blistering or loosening of powder coatings.

PART 2 - PRODUCTS

A. MANUFACTURERS

1. Basis of Design: Contempo fencing system components by Deacero S.A. DE C.V.

a. Distributor: Valley Fence Company



1933 Coors Blvd SW, Albuquerque, NM 87121

2. Substitutions: Approved equal substitutions permitted under division 01 provisions.

2.2 COMPONENTS

A. Fence Panels:

1. Resistance welded steel wire mesh, ASTM A185/A185M, double 1 gauge horizontal

wires with 4 gauge vertical wires between, all are Class 1 galvanized steel wire per

ASTM A641/A641M, 2 x 8 inch mesh, stiffened.

2. Height: [6] feet.

3. Wire breaking load: Minimum 75,000 to 105,000 PSI

4. Weld shear strength: Minimum 1,050 pounds.

B. Posts:

1. Galvanized steel tube, ASTM A513/A787, G60 coating class, 3 x 3 inches, 11 gauge.

2. Length: To suit panel height and post mounting method.

3. Post caps: Ultraviolet-protected plastic, sized to post dimensions, friction fit.

4. Extension arms: Same material and size as posts, welded to post tops at 45 degree angle,

for attachment of [Fence panels using post brackets.]

C. Post Brackets:

1. Galvanized steel and powder coated, sized to post dimensions, with stainless steel

hardware.

2.3 ACCESSORIES

A. Concrete: As required by local building codes.

2.4 FINISHES

A. Fence Panels and Posts: Polyester powder coated to approximately 4 mils thickness, free of both

Triglycidyl Isocyanurate (TGIC) and Volatile Organic Compounds

B. Color as selected by NMSU Architect

C. Salt spray resistance: No rusting or blistering tested to ASTM B117 for 1000 hours.

D. Adhesion: Tested to ASTM D3359, Method B.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install fencing in accordance with manufacturer's instructions and approved Shop Drawings.

B. Drill post holes into undisturbed or compacted soil in accordance with local building codes.

C. Set posts with bottom hole in accordance with local building codes.

D. Place concrete around posts in accordance with local building codes.

E. Pour top of footings in accordance with local building codes.



3.2 INSTALLATION TOLLERANCES

A. Maximum Variation from Plumb: [¼] inch in 10 feet.

B. Maximum Offset from True Position: [1] inch.


NMSU UDA Soccer Field Improvements

IRRIGATION 32 8400 - 1

SECTION 32 8400 - IRRIGATION

PART 1 - GENERAL

0.1 SUMMARY

A. Irrigation system required for this work includes but is not limited to the furnishing of all labor, tools, materials, appliances, tests, permits, taxes, etc., necessary for the installation of landscape irrigation improvements to an existing irrigation system as herein specified and shown on the drawings, and the removal of all debris from the site. 1. Locate, purchase, deliver and install piping, conduit, sleeves, 120 volt and low voltage

electrical and water connections, valves, and associated accessories for a fully operational automatic irrigation system.

2. Trenching and water settling of backfill material. 3. Testing and startup of the irrigation system.

a. Prepare an as built record set of drawings.

4. Training of the Owner’s maintenance personnel in the operational requirements of the

Irrigation system. 5. Clean up and disposal of all excess and surplus material.

a. Maintenance of the irrigation system during the prescribed maintenance period.

B. The system shall efficiently and evenly irrigate all areas and be complete in every respect and

shall be left ready for operation to the satisfaction of the Owner's Representative.

C. Coordinate with other trades, as needed to complete work, including but not limited to Point of Connection (POC).

0.2 CONTRACT DOCUMENTS

A. Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any part shall be as binding as if called for in all parts.

0.3 RELATED DOCUMENTS AND REFERENCES

A. Related Documents: 1. Drawings and general provisions of contract, including general and supplementary

conditions and Division I specifications, apply to work of this section. 2. Related Specification Sections

a. Section – Planting



B. References: 1. American Society of Testing Materials (ASTM): cited section numbers. 2. National Sanitation Foundation (NSF): rating system. 3. Irrigation Association: Turf & Landscape Irrigation Best Management Practices

0.4 VERIFICATION

A. Irrigation piping and related equipment are drawn diagrammatically. Scaled dimensions are approximate only. Before proceeding with work, carefully check and verify dimensions and immediately notify the Owner’s Representative of discrepancies between the drawings or specifications and the actual conditions. Although sizes and locations of plants and or irrigation equipment are drawn to scale wherever possible, it is not within the scope of the drawings to show all necessary offsets, obstructions, or site conditions. The Contractor shall be responsible to install the work in such a manner that it will be in conformance to site conditions, complete, and in good working order.

B. Piping and equipment is to be located within the designated planting areas wherever possible unless specifically defined or dimensioned otherwise.

0.5 PERMITS AND REGULATIONS

A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a conflict exists between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner’s Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work.

B. Wherever references are made to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless otherwise expressly set forth.

C. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner’s Representative shall determine which shall govern.

0.6 PROTECTION OF WORK, PROPERTY AND PERSON

A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor’s actions.

0.7 CHANGES IN THE WORK

A. The Owner’s Representative may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in writing before executing the work involved.

B. All changes in the work, notifications and Contractor’s request for information (RFI) shall conform to the contract general condition requirements.



0.8 CORRECTION OF WORK

A. The Contractor shall re-execute any work that fails to conform to the requirements of the

contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner’s Representative, at the soonest as possible time that can be coordinated with other work, and seasonal weather demands, but not more than 90 (ninety) days after notification.

0.9 DEFINITIONS

A. Owner’s Representative: The person appointed by the Owner to represent their interest in the review and approval of the work and to serve as the contracting authority with the Contractor. The Owner’s Representative may appoint other persons to review and approve any aspects of the work.

B. Substantial Completion Acceptance: The date at the end of the Planting and Irrigation installation where the Owner’s Representative accepts that all work in these sections is complete and the Warranty period has begun. This date may be different that the date of substantial completion for the other sections of the project.

C. Final Acceptance: The date when the Owner’s Representative accepts that the plants and work in this section meet all the requirements of specification. It is intended that the materials and workmanship warranty for Irrigation work run concurrently.

0.10 SUBMITTALS

A. See the contract General Conditions for policy and procedures related to submittals.

B. Product data: 1. Submit a minimum of (3) complete lists of all irrigation equipment to be used,

manufacturer's brochures, maintenance manuals, warrantees and operating instructions, within 15 days after the notice to proceed. a. This submission may be done digitally and all documents shall be submitted in one

PDF document.

2. The submittals shall be packaged and presented in an organized manner, in the quantity described in Division 1 of the specifications. Provide a table of contents of all submitted items.

3. Clearly identify on each submitted sheet by underlining or highlighting (on each copy) the specific product being submitted for approval. Failure to clearly identify the specific product being submitted will result in a rejection for the entire submittal. No substitutions of material or procedures shall be made concerning these documents without the written consent of an accepted equivalent by the Owner’s Representative.

4. Equipment or materials installed or furnished without prior approval of the Owner’s Representative, may be rejected by the Owner’s Representative and the Contractor shall be required to remove such materials from the site at their own expense.

5. Approval of substitution of material and/or products, other than those specified shall not relieve the Contractor from complying with the requirements of the contract documents



and specifications. The Contractor shall be responsible, at their own expense, for all changes that may result from the approved substitutions, which affect the installation or operations other items of their own work and/or the work of other Contractors.

C. Substitutions 1. If the contractor wishes to substitute any equipment or materials for the equipment or

materials listed on the Drawings and Specifications, he may do so by providing the following information to the Landscape Architect/Licensed Irrigator for approval: a. Provide a statement indicating the reason for making the substitution. Use a

separate sheet of paper for each item to be submitted. b. Provide descriptive catalog literature, performance charts and flow charts for each

item to be substituted. c. Provide the amount of cost savings if the substituted item is approved.

2. The Landscape Architect/Licensed Irrigator shall have the sole responsibility in accepting

or rejecting any submittal item as an approved equal to the equipment and materials listed on the Drawings and Specifications.

D. Samples: Samples of the equipment may be required at the request of the Owner’s Representative if the equipment is other than that specified.

E. Other Submittals: Submit for approval: 1. As built record set of drawings. 2. Testing data from all required pressure testing.

0.11 OBSERVATION OF THE WORK

A. The Owner’s Representative may inspect the work at any time. They may remove samples of materials for conformity to specifications. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor.

B. The Owner’s Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner’s Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner’s Representative to make field observations shall not relieve the Contractor from meeting all the requirements of this specification. The Contractor shall be responsible for notifying the Owner’s Representative in advance for the following observation meetings, (verify with Owner) according to the time indicated. 1. Pre-Job conference - 7 days 2. Lateral line and sprinkler installation (if applicable) – 24 hours 3. Control wire installation – 24 hours 4. Pressure supply line testing – 48 hours 5. Coverage test – 48 hours 6. Final observation – 7 days

0.12 PRE-CONSTRUCTION CONFERENCE



A. Schedule a pre-construction meeting with the Owner’s Representative at least seven (7) days before beginning work to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule.


A. It is the intention of this specification to accomplish the work of installing an automatic irrigation system, which will operate in an efficient and satisfactory manner. The irrigation system shall be installed and made operational according to the workmanlike standards established for landscape installation and sprinkler irrigation operation as set forth by the most recent Best Management Practices (BMP) of the Irrigation Association.

B. The specification can only indicate the intent of the work to be performed rather than a detailed description of the performance of the work. It shall be the responsibility of the Contractor to install said materials and equipment in such a manner that they shall operate efficiently and evenly and support optimum plant growth and health.

C. The Owner’s Representative shall be the sole judge of the true intent of the drawings and specifications and of the quality of all materials furnished in performance of the contract.

D. The Contractor shall keep one copy of all drawings and specifications on the work site, in good order. The Contractor shall make these documents available to the Owner’s Representative when requested.

E. In the event of any discrepancies between the drawings and the specification, the final decision as to which shall be followed, shall be made by the Owner’s Representative.

F. In the event the installation is contradictory to the direction of the Owner’s Representative, the installation shall be rectified by the Contractor at no additional cost to the Owner. The Contractor shall immediately bring any such discrepancies to the attention of the Owner’s Representative.

G. It shall be distinctly understood that no oral statement of any person shall be allowed in any manner to modify any of the contract provisions. Changes shall be made only on written authorization of the Owner’s Representative. 1. Installer Qualifications: The installer shall be a firm having at least 5 years of successful

experience of a scope similar to that required for the work. a. Installer Field Supervision: The installer shall maintain on site an experienced full-

time supervisor who can communicate in English with the Owner’s Representative.

b. Submit the installer’s qualifications for approval.

0.14 IRRIGATION SYSTEM WARRANTY

A. The Contractor shall Warrantee all workmanship and materials for a period of 1 year following the acceptance of the work. 1. Any parts of the irrigation work that fails or is defective shall be replaced or reconstructed

at no expense to the Owner including but not limited to: restoring grades that have settled



in trenches and excavations related to the work. Reconstruction shall include any plantings, soil, mulch or other parts of the constructed landscape that may be damaged during the repair or that results from soil settlement.

B. The date of acceptance of the work and start of the Guarantee period shall be determined by the Owner’s Representative, upon the finding that the entire irrigation system is installed as designed and specified, and found to be operating correctly, supplying water evenly to all planting and/or lawn areas.

C. The system controller shall be warranted by the equipment manufacturer against equipment malfunction and defects for a period of 3 years, following the acceptance of the work.

D. Neither the final acceptance nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship. The Contractor shall remedy any defects within a period of 7 days (s) from the date of notification of a defect.

0.15 SITE CONDITIONS

A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions, and to notify the Owner’s Representative, in writing, of any circumstances that would negatively impact the installation of the work. Do not proceed with work until unsatisfactory conditions have been corrected.


A. All materials and equipment shall be stored properly and protected as required by the Contractor. The Contractor shall be entirely responsible for damages or loss by weather or other cause to work under the contract. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the work.

B. Deliver the products to the job site in their original unopened container with labels intact and legible at time of use.

C. Store in accordance with the manufacturers' recommendations.

0.17 PROTECTION

A. The Contractor shall continuously maintain adequate protection of all their work from damage, destruction, or loss, and shall protect the owner's property from damage arising in connection with this contract. Contractor shall make good any such damage, destruction, loss or injury. Contractor shall adequately protect adjacent property as provided by law and the contract documents.

B. The Contractor shall maintain sufficient safeguards, such as railings, temporary walks, lights, etc., against the occurrence of accidents, injuries or damage to any person or property resulting from their work, and shall alone be responsible for the same if such occurs.

C. All existing paving, structures, equipment or plant material shall be protected at all times, including the irrigation system related to plants, from damage by workers and equipment. The Contractor shall follow all protection requirements including plant protection provision of the general contract documents. All damages shall be repaired or replaced at the Contractor's



expense. Repairs and or replacement shall be to the satisfaction of the Owner's Representative, including the selection of a Contractor to undertake the repair or maintenance. Repairs shall be at no cost to the owner 1. For trees damaged to the point where they will not be expected to survive or which are

severely disfigured and that are too large to replace, the cost of damages shall be as determined by the Owner's arborist using accepted tree value evaluation methods.

D. The Contractor shall refrain from trenching within the drip line of any existing tree to remain. The Owner’s Representative may require the Contractor to relocate proposed irrigation work, bore lines beneath roots or use air spade technology to dig trenches through and under the root system to avoid damage to existing tree root areas.

0.18 EXCAVATING AROUND UTILITIES

A. Contractor shall carefully examine the civil, record, and survey drawings to become familiar with the existing underground conditions before digging. 1. Do not begin any excavation until all underground utilities have been located and marked.

B. Determine location of underground utilities and perform work in a manner that will avoid

possible damage. Hand excavate, as required. Maintain stakes and or markings set by others until parties concerned mutually agree to their removal.

0.19 POINT OF CONNECTION

A. The point of connection of the irrigation system to its electrical power sources shall be provided

by the irrigation contractor per governing codes at the location shown on the drawings. 0.20 TEMPORARY UTILITIES

A. All temporary piping, wiring, meters, panels and other related appurtenances required between

source of supply and point of use shall be provided by the Contractor and coordinated with the Owner’s Representative.

0.21 CUTTING, PATCHING, TRENCHING AND DIGGING

A. The Contractor shall do all cutting, fitting, trenching or patching of their work that may be required to make its several parts come together as shown upon, or implied by, the drawings and specifications for the completed project.

B. Digging and trenching operations shall be suspended when the soil moisture is above field capacity.

0.22 USE OF PREMISES

A. The Contractor shall confine their apparatus; the storage of materials, and the operations of their workers to limits indicated by the law, ordinances, or permits and shall not unreasonably encumber the premises with their materials.



B. Contractor parking, and material and equipment storage shall be in areas approved by the Owner’s Representative.

0.23 AS BUILT RECORD SET OF DRAWINGS

A. Immediately upon the installation of any buried pipe or equipment, the Contractor shall indicate on the progress record drawings the locations of said pipe or equipment. The progress record drawings shall be made available at any time for review by the Owner’s Representative.

B. Before final acceptance of work, the Contractor shall provide an as built record set of drawings showing the irrigation system work as built. The drawings shall be transmitted to the Owner’s Representative in paper format and as a pdf file of each document on compact disk or flash drive. The drawings shall include all information shown on the original contract document and revised to reflect all changes in the work. The drawings shall include the following additional information 1. All valves shall be numbered by station and corresponding numbers shall be shown on the

as built record set of drawings. 2. All main line pipe or irrigation equipment including sleeves, valves, controllers, irrigation

wire runs which deviate from the mainline location. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs, walls, structures and driveways. All changes in direction and depth of main line pipe shall be noted exactly as installed. Dimensions for pipes shall be shown at no greater than a 50 ft. maximum interval.

3. As built record set of drawings shall be signed and dated by the Contractor attesting to and certifying the accuracy of the as built record set of drawings. As built record set of drawings shall have "As Built Record Set of Drawings”, company name, address, phone number and the name of the person who created the drawing and the contact name (if different).

C. The Owner shall make the original contract drawing files available to the Contractor.

0.24 CONTROLLER CHARTS:

A. Provide one controller chart for each automatic controller. 1. On the inside surface of the cover of each automatic controller, prepare and mount a

color-coded chart showing the valves, main line, and systems serviced by that particular controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. The plan, reduced as necessary and legible in all details, shall be made to a size that will fit into the controller cover. This print shall be approved by the Owner’s Representative and shall be protected in a laminated or a plastic cover and be secured to the inside back of the controller cabinet door.

2. The controller chart shall be completed and approved prior to acceptance of the work.

0.25 TESTING

A. Provide all required system testing with written reports as described in part 3.

0.26 OPERATION AND MAINTENANCE MANUALS AND GUARANTEES



A. Prepare and deliver to the Owner’s Representative within ten calendar days prior to completion

of construction, two 3-ring hard cover binders containing the following information: 1. Index sheet stating Contractor's address and telephone number, list of equipment with

name and addresses of local manufacturers' representatives. 2. Catalog and parts sheets on all material and equipment. 3. Guarantee statement. The start of the guarantee period shall be the date the irrigation

system is accepted by the Owner. a. The guarantee for the irrigation system shall be made in accordance with the

attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with the Owner prior to acceptance of the irrigation system.

b. A copy of the Guarantee form shall be included in the operations and maintenance manual.

c. The guarantee form shall be re-typed onto the Contractor’s letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse or neglect expected. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing replacing of such defects at no additional costs to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of notice from the Owner, we authorize the Contractor to proceed to have said repair or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT:____________________________________________ LOCATION:__________________________________________ SIGNED:_____________________________________________ ADDRESSED:_________________________________________ PHONE:_______________DATE OF ACCEPTANCE:_________

4. Complete operating and maintenance instruction for all major equipment. 5. Irrigation product manufacturers warrantees.

B. In addition to the above-mentioned maintenance manuals, provide the Owner's maintenance

personnel with instructions for maintaining major equipment and show evidence in writing to the Owner’s Representative at the conclusion of the project that this has been rendered.

PART 2 - PRODUCTS 0.1 MATERIALS GENERAL

A. All materials shall be of standard, approved and first grade quality and shall be new and in

perfect condition when installed and accepted. 1. See the parts schedule on the drawings for specific components and manufacturers.



B. Approval of any items or substitutions indicates only that the product(s) apparently meet the

requirements of the drawings and specifications on the basis of the information or samples submitted. The Contractor shall be responsible for the performance of substituted items. If the substitution proves to be unsatisfactory or not compatible with other parts of the system, the Contractor shall replace said items with the originally specified items, including all necessary work and modifications to replace the items, at no cost to the owner.

0.2 PIPING MATERIAL

A. Individual types of pipe and fittings supplied are to be of compatible manufacturer unless otherwise approved. Pipe sizes shown are nominal inside diameter unless otherwise noted.

B. Plastic pipe: 1. All pipe shall be free of blisters, internal striations, cracks, or any other defects or

imperfections. The pipe shall be continuously and permanently marked with the following information: manufacturer’s name or trade mark, size, class and type of pipe pressure rating, quality control identifications, date of extrusion, and National Sanitation Foundation (NSF) rating.

2. Pressure main line for piping upstream of remote control valves: a. Pipe 2 inch diameter and larger shall be manufactured rigid virgin polyvinyl

chloride (PVC), Type 1, Grade 2 conforming to ASTM D 1785, designated as bell gasket Class 200 PVC.

3. Non-pressure lateral line for piping downstream of remote control valves: plastic pipe for use with solvent weld or threaded fittings. Shall be manufactured rigid virgin polyvinyl chloride PVC 1220 (type 1, grade 2) conforming to ASTM d 1785, designated as Schedule 40, 1” minimum size.

0.3 FITTINGS AND CONNECTIONS:

A. Polyvinyl chloride pipe fittings and connections: Type II, Grade 1, Schedule 40, high impact

molded fittings, manufactured from virgin compounds as specified for piping tapered socket or molded thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fittings shall conform to ASTM D2464 and D2466.

B. Brass pipe fittings, unions and connections: standard 125 pound class 85% red brass fittings and connections, IPS threaded.

C. PVC Schedule 80 threaded risers and nipples: Type I, grade 1, Schedule 80, high impact molded, manufactured from virgin compounds as specified for piping and conforming to ASTM D-2464. Threaded ends shall be molded threads only. Machined threads are not acceptable.

D. Galvanized pipe fittings shall be galvanized malleable iron ground joint Schedule 40 conforming to applicable current ASTM standards.



0.4 SOLVENT CEMENTS AND THREAD LUBRICANT

A. Solvent cements shall comply with ASTM D2564. Socket joints shall be made per recommended procedures for joining PVC plastic pipe and fittings with PVC solvent cement and primer by the pipe and fitting manufacturer and procedures outlined in the appendix of ASTM D2564.

B. Thread lubricant shall be Teflon ribbon-type, or approved equal, suitable for threaded installations as per manufacturer's recommendations.

C. Pipe Joint Compound (Pipe dope) shall be used on all galvanized threaded connections. Pipe Joint Compound is a white colored, non-separating thread sealant compound designed to seal threaded connections against leakage due to internal pressure. It shall contain PTFE (Polytetrafluoroethylene) to permit a tighter assembly with lower torque, secure permanent sealing of all threaded connections and allow for easy disassembly without stripping or damaging threads.

0.5 ISOLATION VALVES

A. Ball valves for 3 inch and larger shall be gate design and shall be iron body, brass or bronze mounted AWWA gate valves, and shall have a clear waterway equal to the full nominal diameter of the valve, and shall be rubber gasket, flanged or mechanical joint only, and shall be able to withstand a continuous working pressure of 150 PSI. Valve shall be equipped with a square-operating nut.

B. All ball valves located in a valve manifold shall be the same size as the main line (1-1/2 inch size minimum). Provide pipe-reducing adapters down stream of valves, as required. All ball valves in line shall be the same size as the pipe.

C. Ball valves shall be as indicated on the drawings. 0.6 REMOTE CONTROL VALVES

A. Remote control valves shall be electrically operated, single seat, normally closed configuration,

equipped with flow control adjustment and capability for manual operation.

B. Valves shall be actuated by a normally closed low wattage solenoid using 24 volts, 50/60 cycle solenoid power requirement. Solenoid shall be epoxy encased. A union shall be installed on the discharge end.

C. Remote control valves shall be wired to controller in same numerical sequence as indicated on drawings.

D. Remote control valves shall be as indicated on the drawings. 0.7 VALVE BOXES AND MATERIALS

A. Valve boxes: valve boxes shall be constructed of ABS (acrylonitrile butadiene styrene) plastic,

green in color, with rigid base and sides and shall be supplied with bolt lock cover secured with stainless steel bolts. Cover shall be identified as shown on drawings. Provide box extensions as required.



1. Remote control irrigation valves, gate valves, and ball valves 3 inch or less in size shall

use a 14 inch x 19 inch x 12 inch rectangular box. 2. Quick coupler valves, wire splices, and grounding rods shall use a 10 inch circular box.

0.8 VALVE IDENTIFICATION TAGS

A. Valve Identification Tags shall be 2.25 inch x 2.65 inch polyurethane. Color: potable water; yellow / Non-potable water; purple. Tags shall be permanently attached to each remote control valve with tamper proof seals as indicated on the drawings.

0.9 EQUIPMENT TO BE FURNISHED TO OWNER

A. Two (2) 48 inch tee wrenches for operating the gate valves.

B. Three (3) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project.

C. Five (5) Extra sprinkler heads, nozzles, shrub adapters, nozzle filter screens, for each type used on the project.

0.10 INCIDENTAL MATERIALS AND EQUIPMENT

A. Furnish all materials and equipment not specified above, but which are necessary for

completion of the work as intended. 0.11 MAIN LINE AND LATERAL LINE BEDDING SAND

A. Sand shall consist of natural or manufactured granular material, free of organic material, mica,

loam, clay or other substances not suitable for the intended purpose.

B. Sand shall be masonry sand ASTM C 144 or coarse concrete sand, ASTM C 33. PART 3 - EXECUTION

0.1 GENERAL REQUIREMENTS

A. Code requirements shall be those of state and municipal codes and regulations locally governing

this work, providing that any requirements of the drawings and specifications, not conflicting therewith, but exceeding the code requirements, shall govern unless written permission to the contrary is granted by the Owner’s Representative.

B. Extreme care shall be exercised at all times by the Contractor in excavating and working in the project area due to existing utilities and irrigation systems to remain. Contractor shall be fully responsible for expenses incurred in the repair of damages caused by their operation. 1. The Contractor is responsible for identifying and maintaining existing irrigation main

lines that supply water to areas on the site as noted on the drawings and outside of the proposed limit of work. The Contractor shall relocate or replace existing irrigation main line piping as required to provide a continuous supply of water to all areas of existing irrigation on site.



a. Providing continuous water supply shall include hand watering and or the use of

watering trucks to provide adequate water.

C. Plan location of valves, controllers, irrigation lines, sleeves, spray heads and other equipment are diagrammatic and indicate the spacing and relative locations of all installations. Final site conditions and existing and proposed plantings shall determine final locations and adjusted as necessary and as directed to meet existing and proposed conditions and obtain complete water coverage. Minor changes in locations of the above from locations shown shall be made as necessary to avoid existing and proposed trees, piping, utilities, structures, etc. at the Contractor's expense or when directed by the Owner’s Representative. 1. The Contractor shall be held responsible for relocation of any items without first obtaining

the Owner’s Representative's approval. The Contractor shall remove and relocate such items at their expense if so directed by the Owner’s Representative.

D. Prior to any work the Contractor shall stake out locations of all pipe, valves, equipment and irrigation heads and emitters using an approved staking method and maintain the staking of the approved layout in accordance with the drawings and any required modifications. Verify all horizontal and vertical site dimensions prior to staking of heads. Do not exceed spacing shown on drawings for any given area. If such modified spacing demand additional or less material than shown on the drawings, notify the Owner’s Representative before beginning any work in the adjacent area.

E. Stub out main line at all end runs and as shown on drawings. Stub out wires for future connection where indicated on plan and as directed.

F. Permission to shut off any existing in-use water line must be obtained 48 hours in advance, in writing from the Owner. The Contractor shall receive instructions from the Owner’s Representative as to the exact length of time of each shut-off.

G. No fittings shall be installed on pipe underneath pavement or walls.

H. Prior to starting any work, Contractor shall obtain a reading of existing static water pressure (no

flow condition) at the designated point of connection and immediately submit written verification of pressure with date and time of recording to Owner’s Representative.

0.2 TRENCHING, DIRECTIONAL BORING AND SLEEVING

A. Perform all trenching, directional boring, sleeving and excavations as required for the installation of the work included under this section, including shoring of earth banks to prevent cave-ins.

B. The Contractor may directional bore lines where it is practical or where required on the plans. 1. Extend the bore 1’ past the edge of pavement unless noted differently on the plans 2. Cap ends of each bore and locate ends at finished grade using metal stakes. 3. All boring and sleeving shall have detectable locator tape placed at the ends of the pipe.

C. Make trenches for mains, laterals and control wiring straight and true to grade and free of

protruding stones, roots or other material that would prevent proper bedding of pipe or wire.



D. Excavate trenches wide enough to allow a minimum of 4 - inch between parallel pipelines and 8

inch from lines of other trades. Maintain 3 - inch vertical clearance between irrigation lines. Minimum transverse angle is 45 degrees. All pipes shall be able to be serviced or replaced without disturbing the other pipes.

E. Trenches for pipelines shall be made of sufficient depth to provide the minimum cover from finished grade as follows: 1. Pressure main line: 18 inches below finish grade and 24-30 inches below paved areas in

Schedule 40 PVC sleeves. 2. Reclaimed water constant pressure main lines shall cross at least twelve (12) inches below

potable water lines. a. If a constant pressure reclaimed water main line must be installed above a potable

water line or less than twelve (12) inches below a potable water line, then reclaimed water line shall be installed within an approved protective sleeve. The sleeve shall extend ten (10) feet from each side of the center of the potable line, for a total of twenty (20) feet. The sleeve shall be color-coded (purple) for use with reclaimed water.

3. Lateral lines: 12 inches below finish grade and 18 inches below paved areas in Schedule 40 PVC sleeves.

4. Control wiring: to the side of pressure main line and 24 inches below paved areas in Schedule 40 PVC sleeves.

F. On new on-site systems (post-meter), the required horizontal separation between potable water lines, reclaimed water constant pressure main lines and sewer lines shall be a minimum of four (4) feet apart as directed by the project engineer and/or regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines.

G. When trenching through areas of imported or modified soil, deposit imported or modified soils on one side of trench and subsoil on opposite side.

H. Backfill the trench per the requirements in paragraphs “Backfilling and Compacting” below.

0.3 PIPE INSTALLATION

A. General Pipe Installation 1. Exercise caution in handling, loading and storing, of plastic pipe and fittings to avoid

damage. a. The pipe and fittings shall be stored under cover until using, and shall be

transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point.

b. All pipe that has been dented or damaged shall be discarded unless such dent or damaged section is cut out and pipe rejoined with a coupling.

2. Trench depth shall be as specified above from the finish grade to the top of the pipe.



3. Install a detectable pipe locator tape 6 to 8 inches above all main line pipes.

B. Polyvinyl Chloride Pipe (PVC) Installation 1. Under no circumstance is pipe to rest on concrete, rock, wood blocks, construction debris

or similar items. 2. No water shall be permitted in the pipe until a period of at least 24 hours has elapsed for

solvent weld setting and curing. 3. Install assemblies and pipe to conform to respective details and where shown

diagrammatically on drawings, using first class workmanship and best standard practices as approved. All fittings that are necessary for proper connections such as swing joints, offsets, and reducing bushings that are not shown on details shall be installed as necessary and directed as part of the work.

4. Dielectric bushings shall be used in any connections of dissimilar metals. 5. Gasketed plastic pipe: pipe-to-pipe joints or pipe to fittings shall be made in accordance

with manufacturer’s specifications. 6. Solvent weld or threaded plastic pipe:

a. Installation of all pipe and fittings shall be in strict accordance with manufacturer’s

specifications. b. Pipe shall be cut using approved PVC pipe cutters only. c. Welded joints shall be given a minimum of 15 minutes to set before moving or

handling. Excess solvent on the exterior of the joint shall be wiped clean immediately after assembly.

d. Plastic to metal connections shall be made with plastic adapters and if necessary, short (not close) brass threaded-nipples. Connection shall be made with two (2) wraps of Teflon tape and hand tightened plus one turn with a strap wrench.

e. Snake pipe horizontally in trench to allow one (1) foot of expansion and contraction per 100 feet of straight run.

f. Threaded pipe joints shall be made using Teflon tape. Solvent shall not be used with threaded joints. Pipe shall be protected from tool damage during assembly. All damaged pipe shall be removed and replaced. Take up threaded joints with light wrench pressure.

g. No close nipples or risers are allowed. Cross connections in piping is disallowed. h. Center load pipe at 10 feet on center intervals with small amount of backfill to

prevent arching and slipping under pressure. Other than this preliminary backfill all pipe joints, fittings and connections are to remain uncovered until successful completion of hydrostatic testing and written approval of the testing report.

i. Concrete thrust blocks shall be constructed behind all pipe fittings 1-1/2 inch diameter and larger at all changes of direction of 45 degrees or more.

C. Galvanized Pipe Installation 1. All joints shall be threaded with pipe joint compound used on all threads. 2. Dielectric bushings shall be used in any connections of dissimilar metals.

0.4 TRENCHING, DIRECTIONAL BORING, AND SLEEVING REVIEW:

A. Upon completion and installation of all trenching, directional boring, and sleeving, all installed irrigation control wiring, lines and fittings shall be visually observed by the Owner’s



Representative unless otherwise authorized. Do not cover any wires, lines or fittings until they have been tested and observed by the Owner’s Representative.

0.5 FLUSHING

A. Openings in piping system during installation are to be capped or plugged to prevent dirt and debris from entering pipe and equipment. Remove plugs when necessary to flush or complete system.

B. After completion and prior to the installation of any terminal fittings, the entire pipeline system shall be thoroughly flushed to remove dirt, debris or other material.

0.6 HYDROSTATIC PRESSURE TESTING

A. After flushing, and the installation of valves the following tests shall be conducted in the sequence listed below. The Contractor shall furnish all equipment; materials and labor necessary to perform the tests and all tests shall be conducted in the presence of the Owner’s Representative.

B. Water pressure tests shall be performed on all pressure main lines before any couplings, fittings, valves and the like are concealed.

C. Immediately prior to testing, all irrigation lines shall be purged of all entrapped air or debris by adjusting control valves and installing temporary caps forcing water and debris to be discharged from a single outlet.

D. Test all pressure main line at 150 PSI. For a minimum of four (4) hours with an allowable loss of 5 PSI. Pressure and gauges shall be read in PSI, and calibrated such that accurate determination of potential pressure loss can be ascertained.

E. Re-test as required until the system meets the requirements. Any leaks, which occur during test period, will be repaired immediately following the test. All pipe shall be re-tested until final written acceptance.

F. The Contractor is responsible for proving documentation stating the weather conditions, date, the start time and initial water pressure readings, the finish time and final water pressure readings and the type of equipment used to perform the test.

G. Submit a written report of the pressure testing results with the other above required information to the Owner’s Representative for approval.

0.7 BACKFILLING AND COMPACTING

A. Irrigation trenches shall be carefully backfilled with material approved for backfilling and free

of rocks and debris one (1) inch in diameter and larger. When back filling trenches in areas of imported or modified planting soil, replace any excavated subsoil at the bottom and the imported soil or modified planting soil at the top of the trench.

B. Backfill shall be compacted with approved equipment to the following densities



1. Backfill under pavement and within 2 feet of the edge of pavement: Compact to 95% or greater of maximum dry density standard proctor.

2. Backfill of subsoil under imported planting mixes or modified existing planting soil: Between 85 and 90% of maximum dry density standard proctor.

C. Finish grade of all trenches shall conform to adjacent grades without dips or other irregularities. Dispose of excess soil or debris off site at Contractor's expense.

D. Any settling of backfill material during the maintenance or warranty period shall be repaired at the Contractor’s expense, including any replacement or repair of soil, lawn, and plant material or paving surface.

0.8 INSTALLATION OF EQUIPMENT

A. GENERAL:

1. All equipment shall be installed to meet all installation requirements of the product

manufacturer. In the event that the manufactures requirements cannot be implemented due to particular condition at the site or with other parts of the design, obtain the Owner’s Representative’s written authorization and approval for any modifications.

2. Install all equipment approximately at the location(s) and as designated and detailed on the drawings. Verify all locations with the Owner’s Representative.

3. Install all valves within a valve box of sufficient size to accommodate the installation and servicing of the equipment. Group valves together where practical and locate in shrub planting areas.

4. All sprinkler irrigation systems that are using water from potable water systems shall require backflow prevention. All backflow prevention devices shall meet and be installed in accordance with requirements set forth by local codes and the health department.

B. Remote control valves:

1. Install one remote control valve per valve box. 2. Install boxes no farther than 12 inches from edge of paving and perpendicular to edge of

paving and parallel to each other. Allow 12 inches clearance between adjacent valve boxes.

C. Sprinkler heads:

1. All main lines and lateral lines, including risers, shall be flushed and pressure tested

before installing sprinkler heads. 2. Install specified sprinkler heads as shown in details at locations shown on the drawings.

Adjust layout for full coverage, spacing of heads shall not exceed the maximum spacing recommended by the manufacturer.

3. All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated on the drawings or details.

D. Wiring:

1. Low Voltage



a. Control wiring between controller and electrical valves shall be installed in the same trench as the main line where practical. The wire shall be bundled and secured to the lower quadrant of the trench at 10 foot intervals with plastic electrical tape.

b. When the control wiring cannot be installed in the same main line trench it shall be installed a minimum of 18 inches below finish grade and a bright colored plastic ribbon with suitable markings shall be installed in the trench 6 inches below grade directly over the wire.

c. An expansion loop shall be provided every 500 feet in a box and inside each valve box. Expansion loop shall be formed by wrapping wire at least eight (8) times around a ¾ inch pipe and withdrawing pipe.

d. Provide one control wire to service each valve in system. e. Provide sufficient common wire(s) per controller. f. Run two (2) spare #14-1 wires from controller along entire main line to last electric

remote control valve on each and every leg of main line. Label spare wires at controller and wire stub to be located in a box.

g. All control wire splices not occurring at control valve shall be installed in a separate splice valve box.

h. Wire markers (sealed, 1 inch to 3 inch square) are to identify control wires at valves and at terminal strips of controller. At the terminal strip mark each wire clearly indicting valve circuit number.

E. Valve boxes:

1. Install one valve box for each type of valve installed as per the details. 2. Gravel sump shall be installed after compaction of all trenches. Final portion of gravel

shall be placed inside valve box after valve is backfilled and compacted. 3. Permanently label valve number and or controller letter on top of valve box lid using a

method approved by the Owners Representative. 0.9 ADJUSTMENT AND COVERAGE TEST

A. Adjustment:

1. The Contractor shall flush and adjust all sprinkler heads, valves and all other equipment to

ascertain that they function according to the manufacturer's data. 2. Adjust all sprinkler heads not to overspray onto walks, roadways and buildings when

under maximum operating pressure and during times of normal prevailing winds.

B. Coverage test: 1. The Contractor shall perform the coverage test in the presence of the Owner’s

Representative after all sprinkler heads have been installed, flushed and adjusted. Each section is tested to demonstrate uniform and adequate coverage of the planting areas serviced.

2. Any systems that require adjustments for full and even coverage shall be done by the Contractor prior to final acceptance at the direction of the Owner’s Representative at no additional cost. Adjustments may also include realignment of pipes, addition of extra heads, and changes in nozzle type or size.

3. The Contractor at no additional cost shall immediately correct all unauthorized changes or improper installation practices.



4. The entire irrigation system shall be operating properly with written approval of the installation by the Owner’s representative prior to beginning any planting operations.

0.10 REPAIR OF PLANTING SOIL

A. Any areas of planting soil including imported or existing soils or modified planting soil which

become compacted or disturbed or degraded as a result of the installation of the irrigation system shall be restored to the specified quality and compaction prior to beginning planting operations at no additional expense to the Owner. Restoration methods and depth of compaction remediation shall be approved by the Owner’s Representative.

0.11 CLEAN-UP

A. During installation, keep the site free of trash, pavements reasonably clean and work area in an orderly condition at the end of each day. Remove trash and debris in containers from the site no less than once a week. 1. Immediately clean up any spilled or tracked soil, fuel, oil, trash or debris deposited by the

Contractor from all surfaces within the project or on public right of ways and neighboring property.

B. Once installation is complete, wash all soil from pavements and other structures. 1. Make all repairs to grade ruts, and damage to the work or other work at the site. 2. Remove and dispose of all excess soil, packaging, and other material brought to the site

by the Contractor.

0.12 PROTECTION

A. The Contractor shall protect installed irrigation work from damage due to operations by other Contractors or trespassers. 1. Maintain protection during installation until Acceptance. Treat, repair or replace damaged

work immediately. The Owner’s Representative shall determine when such treatment, replacement or repair is satisfactory.

0.13 PRE-MAINTENANCE OBSERVATION:

A. Once the entire system shall be completely installed and operational and all planting is installed,

the Owner’s Representative shall observe the system and prepare a written punch list indicating all items to be corrected and the beginning date of the maintenance period.

B. This is not final acceptance and does not relieve the Contractor from any of the responsibilities in the contract documents.

0.14 GENERAL MAINTENANCE AND THE MAINTENANCE PERIOD

A. General maintenance shall begin immediately after installation of irrigation system. The general maintenance and the maintenance period shall include the following:



1. On a weekly basis the Contractor shall keep the irrigation system in good running order and make observations on the entire system for proper operation and coverage. Repair and cleaning shall be done to keep the system in full operation.

2. Records of all timing changes to control valves from initial installation to time of final acceptance shall be kept and turned over to the Owner’s Representative at the time of final acceptance.

3. During the last week of the maintenance period, provide equipment familiarization and instruction on the total operations of the system to the personnel who will assume responsibility for running the irrigation system.

4. At the end of the maintenance period, turn over all operations logs, manuals, instructions, schedules, keys and any other equipment necessary for operation of the irrigation system to the Owner’s Representative who will assume responsibility for the operations and maintenance of the irrigation system.

0.15 SUBSTANTIAL COMPLETION ACCEPTANCE

A. Upon written notice from the Contractor, the Owners Representative shall review the work and

make a determination if the work is substantially complete.

B. The date of substantial completion of the irrigation shall be the date when the Owner’s Representative accepts that all work in Planting and Irrigation installation sections is complete.

0.16 FINAL ACCEPTANCE / SYSTEM MALFUNCTION CORRECTIONS

A. At the end of the warrantee period, the contractor shall inspect the irrigation work and establish that all provisions of the irrigation system are complete and the system is working correctly. 1. Restore any soil settlement over trenches and other parts of the irrigation system. 2. Replace, repair or reset any malfunctioning parts of the irrigation system.

B. The Contractor shall show all corrections made from punch list. Any items deemed not

acceptable shall be reworked and the maintenance period will be extended.

C. The Contractor shall show evidence that the Owner’s Representative has received all charts, records, drawings, and extra equipment as required before final acceptance.

D. Failure to pass review: If the work fails to pass final review, any subsequent observations must be rescheduled as per above. The cost to the Owner for additional observations will be charged to the Contractor at the prevailing hourly rate of the reviewer.



TURF AND GRASSES 32 9200 - 1

SECTION 32 9200 - TURF AND GRASSES

PART 1 - GENERAL

0.1 DESCRIPTION OF WORK

A. This work includes all labor, materials, and equipment for soil preparation, seeding, and other requirements regarding seeded areas shown on the plans.

0.2 RELATED WORK SPECIFIED ELSEWHERE

A. Section 32 8400 – Irrigation

0.3 SUBMITTALS

A. Delivery Receipts and Invoices: All delivery receipts and copies of invoices for materials used

for this work shall be subject to checking by the Owner or their representative and shall be subsequently delivered to the office of the Owner.

B. Sample and Producers’ Specification: Various samples, certificates, and specifications of seed, fertilizer and other materials shall be submitted for approval as required by subsequent sections of this specification.

C. Submit certifications of the seed verifying type and purity.

PART 2 - PRODUCTS

0.1 TURFGRASS SEED

A. Approved seed varieties include Royal TXD Turf-type Bermuda Grass Blend or Triangle Bermuda Grass Blend. Seed shall be at least 95% pure and shall have 90% minimum germination rate. Hydro-mulch or slit-seed at a rate of 3 lbs / 1000 sf.

B. Seed May 15 through September 15.

C. Seeding shall be accomplished immediately after bed preparation.

D. If used, hydroseed mixture shall contain cellulose mulch applied at a rate of 2.000 lbs / acre, with a maximum of 50 lbs / 100 gallons of water. If seeding is delayed after mixing 0.5 - 2 hours, add 50% seed mix. If delay is longer than 2 hours, begin with new mixture.

E. Certificate Submittal: Prior to planting, provide the Owner or their representative with the State

Certificate stating analysis of purity and germination of seed.



F. “Hydro-Mulch” as manufactured by Conwed, or approved equal and composed of wood

cellulose fiber with no germination or growth-inhibiting factors.

G. Hydro-Seeding Additive (Binder): Ecology ‘Control-M-Binder’ organic seeding additive or approved equal.

H. Seed shall comply with State DOT and Local Soil Conservation Service standards.

0.2 TOPSOIL

A. Depth: ½”

B. Natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the

vicinity that produces heavy growth.

C. Topsoil, pH range of 5.5 to 7.4 with 3 to 4 percent organic material minimum, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch in diameter, stumps, roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder planting operations.

D. Verify amount stockpiled if any, and supply additional as needed from naturally well-drained sites where topsoil occurs at least 4 inches deep; do not obtain topsoil from bogs or marshes.

PART 3 - EXECUTION

0.1 SCHEDULE

A. Grass planting can proceed only after the fine grading has been approved by the Architect / Engineer.

0.2 SOIL PREPERATION

A. Tillage: Tillage shall be accomplished to loosen the soil, destroy existing vegetation, and prepare an acceptable seed bed. All areas shall be tilled with heavy-duty disc or a chisel-type breaking plow, chisels set not more than ten (10”) inches apart. Initial tillage shall be done in a crossing pattern for double coverage, and then followed by a disc harrow. Depth of tillage shall be four (4”) inches.

B. Cleaning: Soil shall be further prepared by the removal of debris, building materials, rubbish, weeds, and stones larger than (3/4”) inches in diameter.

C. Fine Grading: After tillage, cleaning, and topsoil installation, all areas to be planted shall be

leveled, fine-graded, firmed, and drug with a weighted spike harrow or float drag. The required result shall be the elimination of ruts, depressions, humps, and objectionable soil clods. This shall be the final soil preparation step to be completed before the commencement of fertilizing and planting.



D. Sod Bed Preparation: Grade areas to finish grade as described above, floating areas to achieve a smooth, uniform grade as indicated on Construction Drawings. Lawn areas are to be graded to drain.

0.3 PROTECTION

A. No heavy equipment shall be moved over the seeded area unless the soil is again prepared,

graded, leveled, and replanted. It will be the responsibility of the Contractor to protect all paving surfaces, curbs, utilities, plant materials, and any other existing improvements from damage. Any damages shall be repaired or replaced at no cost to the Owner. The Contractor will also locate and stake all irrigation heads, valve risers, etc., prior to beginning any soil preparation work.

0.4 IRRIGATION SYSTEM

A. The proposed irrigation system must be complete in all respects and must be completely

operational before seeding may begin. After planting, any breakdowns in the irrigation system attributable to warranty items must be immediately repaired by the Contractor. Otherwise, the cost of replacing the lost turf caused by the Contractor’s failure to promptly repair the irrigation system will be fully borne by the Contractor.

0.5 POST PLANTING MAINTENANCE

A. The contractor shall not be responsible for post planting maintenance. This responsibility shall be handled by the Owner.

B. Weed Control: No sooner than 45 days after grass planting, any weed growth shall be eliminated by applying MSMA broadcasted over the entire planted area. Additional applications of MSMA will be required to eliminate weed growth that continues to grow after the initial application. MSMA will only be used during the growing season. All weed growth during the dormant season will be controlled with spot applications of “Round-Up”. “Round-Up” shall not be used until the grass is totally dormant.

0.6 EROSION CONTROL

A. Throughout the project, it is the Contractor’s responsibility to maintain the topsoil in place at specified grades. Topsoil and seed loss due to erosion will be replaced by the Contractor until establishment and acceptance is achieved.

0.7 CLEAN-UP

A. The Contractor shall remove any excess material or debris brought onto the site or unearthed as a result of their turfgrass operations.

0.8 GUARANTEE



A. The Contractor shall guarantee all materials used for this work to be the type, quality, and quantity specified with no species other than specified to be established in given area.
