SECTION 00001 TITLE PAGE PROJECT MANUAL FOR: SHV …

SECTION 00001 – TITLE PAGE

PROJECT MANUAL

FOR:

SHV PASSENGER BOARDING BRIDGES INSTALLATION

Shreveport, Louisiana

PREPARED BY:

IARCHITECTURE, LLC

417 Lake Street

SHREVEPORT, LA. 71101

(318) 828-1637

COPYRIGHT STATEMENT

“THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAW. THEY HAVE

BEEN PREPARED SPECIFICALLY FOR THE PROJECT IDENTIFIED AND ARE NOT SUITABLE FOR

USE ON ANY OTHER PROJECT OR AT ANY OTHER LOCATION WITHOUT THE EXPRESS

WRITTEN APPROVAL AND PARTICIPATION OF IARCHITECTURE, LLC. REPRODUCTION OF

THESE DOCUMENTS MUST BE AUTHORIZED BY THE ARCHITECT. ALL RIGHTS ARE RESERVED

TO IARCHITECTURE, LLC.”

iA PROJECT NO. 2056

DATE OF ISSUE: March 1, 2021

SHV PASSENGER BOARDING BRIDGES INSTALLATION PROJECT DIRECTORY

iA PROJECT NO. 2056 00002-1

SECTION 00002 – PROJECT DIRECTORY

OWNER: Shreveport Airport Authority

5106 Hollywood Avenue

Shreveport, Louisiana 71109

318-673-5370

ARCHITECT: iARCHiTECTURE, llc

417 Lake Street


318-828-1637

END OF PROJECT DIRECTORY

SHV PASSENGER BOARDING BRIDGES INSTALLATION TABLE OF CONTENTS

iA PROJECT NO. 2056 00003 -1

Section 00003 – Table of Contents

DIVISION 0 – BIDDING AND CONTRACT REQUIREMENTS

00000 FRONT COVER

00001 PROJECT MANUAL FLY SHEET

00002 PROJECT DIRECTORY

00003 TABLE OF CONTENTS

00004 INDEX OF DRAWINGS

DIVISION 1 – GENERAL REQUIREMENTS

01030 ALTERNATES

01040 SAA CONSTRUCTION SAFETY MANUAL

01100 SUMMARY OF WORK

01200 REQUEST FOR INFORMATION

01210 PROJECT SCHEDULE REQUIREMENTS

01220 INCLEMENT WEATHER DAYS

01290 PAYMENT PROCEDURES

01330 SUBMITTAL PROCEDURES

01400 QUALITY CONTROL PROCEDURES

01500 TEMPORARY FACILITIES AND CONTROLS

01600 PRODUCT REQUIREMENTS

01700 CONSTRUCTION PROCEDURES

01731 CUTTING AND PATCHING

01770 CLOSEOUT PROCEDURES

END TABLE OF CONTENTS

SHV PASSENGER BOARDING BRIDGES INSTALLATION INDEX OF DRAWINGS


Section 00004 - INDEX OF DRAWINGS

A0.00 COVER, PROJECT INFO. & LOCATOR PLANS

A1.01 OVERALL GROUND LEVEL PLAN

A1.02 OVERALL SECOND FLOOR PLAN

A2.01A ENLARGED FLOOR PLANS @ GATE 3

A2.01B ENLARGED FLOOR PLANS @ GATE 5

A2.01C ENLARGED FLOOR PLANS @ GATE 9

A2.01D ENLARGED FLOOR PLANS @ GATE 11

A2.01E ENLARGED FLOOR PLANS @ GATE 12

E1.0 OVERALL SITE

E2.0 ELECTRICAL NOTES

S1.01 OVERALL FOUNDATION PLAN/DETAILS

S1.02 GATE 3 FOUNDATION





S2.01 FOUNDATION DETAILS

S3.01 GENERAL NOTES

END OF SECTION

SHV PASSENGER BOARDING BRIDGES INSTALLATION ALTERNATES

iA PROJECT NO. 2056 01030 - 1

SECTION 01030 – ALTERNATES

PART I GENERAL

A. DEFINITIONS

1. The General Provisions of the Contract, including General and Supplementary Conditions

apply to all work specified under the various Sections of this Division of the Project Manual.

2. An Alternate is an amount proposed by bidders and stated on the Bid Form for certain work

as defined in the Bidding Requirements that may be added to or deducted from the Base

Bid amount if the Owner decides to accept a corresponding change in either the amount of

construction to be completed, or in the products, materials, equipment, systems, or

installation methods described in the Contract Documents. The cost or credit for each

alternate is the net addition to or deduction from the Contract Sum to incorporate the

Alternate into the Work. No other adjustments are made to the Contract Sum.

B. PROCEDURES

1. Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully

integrate Alternate Work into the Project.

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

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

of the Alternate.

3. Execute accepted alternates under the same conditions as other Work of this Contract.

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

Sections referenced in the Schedule contain requirements for materials necessary to

achieve the Work described under each alternate.

PART II SCHEDULE OF ALTERNATES

A. Alternate No. 1:

1. Work on Drawing Sheet marked as “Alternate No. 1”.

2. Work as referenced in other sheets of the Drawings as “Alternate”.

3. Work as indicated in applicable sections of the Project Manual as “Alternate No. 1”.

END OF SECTION 01030

SHV PASSENGER BOARDING BRIDGES INSTALLATION SAA CONSTRUCTION SAFETY PLAN

iA PROJECT NO. 2056 01040 -1

CONSTRUCTION SAFETY

MANUAL

This Airport Safety Construction Plan is based on the guidance of FAA Advisory Circular

150/5370-2F, “Operational Safety on Airports During Construction”.

SHREVEPORT AIRPORT AUTHORITY CONSTRUCTION SAFETY PLAN

SHV TA #2 TERMINAL ENTRY AWNING & ROOF REHABILITATION SAA CONSTRUCTION SAFETY PLAN

iA PROJECT NO. 1817 01040 -2

Table of Contents

AIRPORT EMERGENCY NUMBERS .................................................................................................. 3

1. Stakeholders Responsibilities ................................................................................................... 4

2. Construction Safety ................................................................................................................... 4

3. Construction Project Overview ................................................................................................. 5

4. Construction Activity ................................................................................................................. 7

5. Project Safety Plan Checklist ................................................................................................... 10

6. Safety Areas ............................................................................................................................ 12

7. Flaggers and Observers ........................................................................................................... 14

8. Construction Limit Boundaries ............................................................................................... 15

9. General Safety Issues .............................................................................................................. 18

10. Security Requirements ............................................................................................................ 25

11. Attachments ............................................................................................................................ 28



iA PROJECT NO. 1817 01040 -3

EMERGENCY TELEPHONE NUMBERS

Airport Communications

318-673-5383

(24hrs per day)

Or

911

INFORMATION, COMPLIANCE AND

ASSISTANCE

Airport Operations

318-771-8059 (24hrs per Day)



iA PROJECT NO. 1817 01040 -4

This manual provides general information to Contractors on the requirements and

procedures for safety and security at the Shreveport Regional Airport. The manual

outlines procedures to be followed by contractors related to construction, repair, or

services required by the Shreveport Airport Authority (SAA) and its tenants. The SAA’s

objective is to achieve a safety culture. All contractors are required to be Safe, Secure

and Accident Free at all times.

This plan was developed using FAA Advisory Circular 150/5370-2F. The plan does not

supersede the AC and is only meant to supplement it.

1. STAKEHOLDER RESPONSIBILITIES

a. Shreveport Airport Authority (SAA)

i. Insure the Airport remains Safe, Secure and Accident Free.

ii. Coordinate all construction activities through all departments at all times.

iii. Coordinate with ATCT beginning with the Phasing stages of project

development.

iv. Coordinate with FAA Tech Ops 30-60 days prior to Notice to Proceed.

v. Coordinate with Airport Tenants prior to the beginning of Construction and

throughout every phase of the project.

vi. Ensure all FAA and SAA required documents are signed and/or submitted prior

to Notice to Proceed.

vii. Attend weekly Construction Coordination and Safety Meetings as coordinated

with the Contractor.

b. Contractors

i. Complete and Submit FAA Form 7460-1 – Notice of Proposed Construction or

Alteration if required.

ii. Develop a Safety Compliance Plan (SCP) in accordance with FAA Advisory

Circular 150/5370-2F (or current addition).

iii. Coordinate and attend weekly Construction Coordination and Safety Meetings.

iv. Background checks will be made for ID Badges, apply for Airport ID no less than

one week prior to mobilization.

2. Construction Safety

a. Contractors shall conduct their operations in a manner that will provide safe working

conditions for all employees and the protection of the public and all others who may

be affected by construction activities. Nothing contained in this manual is intended



iA PROJECT NO. 1817 01040 -5

to relieve any Contractor or supplier of the obligations assumed by the Contractor

under contract with the City or as required by law.

b. Safety and security must be an integral part of each job. Full participation,

cooperation, and support are necessary to ensure the safety and health of all persons

and property involved in the project.

c. All construction requires proper public protection in the form of barricades, lights and

markings. Airside, where aircraft operate, requires delineation of hazardous areas to

prevent unauthorized incursions into the area by personnel, vehicles, equipment, and

aircraft. The Airport Operations Supervisors must approve all safety measures and

may require additional measures as the construction dictates.

d. The critical operational areas of Shreveport Regional Airport, hereafter referred to as

“the Airport,” are defined as follows:

i. The Aircraft Operations Area (AOA), for the purpose of this document, is defined

as any area inside the perimeter fence. (Exhibit A)

ii. The Aircraft Movement Area (AMA) is defined as runways, taxiways, and other

areas of the Airport that are utilized for taxiing, takeoff, and landing of aircraft,

exclusive of loading ramps and parking areas. The AMA is a restricted area. All

vehicle and pedestrian access is prohibited without approval of the SAA and FAA

Air Traffic Control. (Exhibit B)

e. Requirements and procedures in this manual may be altered on a case-by-case basis,

if the SAA determines that safety is not compromised and the proposed alternative

better meets operational or project needs. Any such alterations or deviations shall be

at the sole discretion of the SAA.

f. The SAA reserves the right to review the Contractor’s safety program and periodically

inspect work sites for compliance with the requirements described in the manual and

the contract documents.

3. Construction Project Overview

a. Starting the Project



iA PROJECT NO. 1817 01040 -6

i. Work shall begin within ten (10) days after the Contractor has received a written

Notice to Proceed. The project calendar day count will begin ten (10) days after

the Notice to Proceed is issued or on the first day of construction, whichever

occurs first. All work shall be completed within the consecutive calendar days

depicted in the Job Specifications.

ii. The Contractor will contact the Airport Badging Office no less than ten (10) days

prior to the start of construction to submit the necessary airport security

information for all vehicles and personnel, which will be required inside the AOA

during construction.

iii. Airport security requires identification of all vehicles and personnel entering

onto the AOA. Further instructions regarding these requirements will be

provided at the Pre-Construction Conference.

iv. The Pre-Construction Conference shall be attended by at least one FAA Tech Ops

team member to advise on any issues associated with planned excavations and

other construction activity.

v. The airport is operated in strict compliance with Federal Aviation Administration

and Transportation Security Administration Regulations. Equipment and

personnel are restricted to the work area defined in the plans. Any violation by

Contractor’s personnel will subject the Contractor to penalties imposed by the

FAA or TSA.

b. Responsibilities

i. The Contractor will assume all fines against the SAA assessed by the FAA or TSA

for the Contractor’s security violations. Typical federal fines are ten (10)

thousand dollars ($10,000) or more per incident.

ii. The Contractor shall maintain the security integrity between the public and the

AOA. All barricading designs shall be submitted to Airport Management and

approved in writing prior to placement.

iii. Security badges are required for Contractor/Subcontractor supervisory

personnel. The SAA will conduct training classes at no cost to the Contractor

prior to issuing security badges. All gate guards are required to have security



iA PROJECT NO. 1817 01040 -7

badges. All remaining Contractor personnel shall be under direct control of the

personnel who are badged.

c. Protecting Airport Property and Navigation Aids

i. Restricted areas are fenced and must remain fenced at all times. Any required

temporary fences and/or gates will be constructed by the Contractor. These

gates will remain closed and locked or a guard will be provided at the

Contractor’s expense.

ii. Gate guards shall be provided a roster of Contractor personnel and shall ensure

those personnel are properly badge and vehicles properly marked. The

Contractor shall ensure the gate guard maintains a sign-in sheet, kept on a daily

basis, recording the names and company of all employees working on the job

site. A copy of this sign-in sheet shall be given to Airport Management each day.

iii. Gate guards, provided by the Contractor, shall have immediate access to a

telephone preprogrammed with Airport Communications Center (ACC) phone

number. Gate guards must immediately notify ACC of any unauthorized access

or attempted unauthorized access.

4. Construction Activity

a. Construction Areas:

i. The Contractor is responsible for delineating limits of work areas with cones,

lighted barricades and/or low profile barricades spaced not more than eight (8)

feet apart. Contractor access and haul routes shall be marked with cones,

barricades and traffic control devices including signage to ensure control of

construction traffic. Airport Operations will approve all such configurations and

the Contractor shall be responsible for any additional traffic control devices.

ii. The Contractor is required to submit for approval, to Airport Management, any

additions or changes to the barricade plan at least five (5) working days prior to

commencing work on the site. The Contractor’s equipment and personnel are

not permitted success to the AOA without approval of Airport Management.



iA PROJECT NO. 1817 01040 -8

b. Normal Construction Duty Hours

i. Construction activity is scheduled for daylight operating hours only. Any

changes to this schedule must be coordinated during the weekly safety meetings

at least one week in advance. The Airport may request Runway work to occur

overnight. If so, additional coordination will be required.

ii. If inclement weather or other factors preclude normal construction, the

Contractor must contact Airport Operations to ensure normal shutdown

procedures are taken.

c. Safety Meetings:

i. The contractor shall schedule and hold weekly safety meetings at a location

designated by the airport and at other times as requested by the airport or

required by progress of work. The Contractor, Airport, and all Subcontractors

active on the site shall be represented at each meeting. The Contractor may, at

its discretion, request attendance by representatives of its suppliers,

manufacturers, and other subcontractors.

ii. These meeting are vital to identify any activity which may impact airport

operations. Any construction activity that may impact airport operations must

be briefed no less than one week prior to allow for coordination with the SAA

and publishing any required NOTAMs (Notice to Airmen).

iii. The Contractor shall preside at the meetings and provide for keeping of the

minutes and provide the airport with an copy of the minutes. The purpose of

the meetings will be to review any safety issues that may be identified, arrange

for any changes that require interface with Airport Operations, discuss changes

in procedures and personnel, and resolve other problems that may develop.

iv. The results of normal weekly safety inspections shall be a special briefing item

at all weekly meetings.

d. Closure of Airport Movement Areas:

i. Closure of Airport Movement Areas will be required when work is conducted in

the any of the following areas:



iA PROJECT NO. 1817 01040 -9

1. Within 60 feet of any Taxiway

2. Within 150 feet of any Runway edge or 250 feet of runway

centerline, whichever is further

3. Aircraft Parking Aprons

ii. At the end of each working day or when the Contractor is not actively engaged

in work in these above mentioned areas, the Contractor shall contact Airport

Operations one (1) hour prior to departure. The Contractor shall remove all

construction equipment and materials, and erect required traffic control and

barricade devices.

e. Provisions for Handling Emergencies:

i. In the event of an emergency, first call 911. Next, call the Airport

Communications Center and the Project Manager.

ii. It is possible that emergencies may arise during the progress of the work which

may require special treatment or make advisable extra crew shifts to continue

the work for twelve (12), eighteen (18), or even twenty-four (24) hours per day.

These emergencies may be caused by damage or possible damage to nearby

existing structures or property, or by accidents. The contractor must be

prepared in case of such emergencies, to make all necessary repairs, and will

promptly execute such work when required by the SAA.

iii. The after-hours/emergency response sequence to be utilized for this project is

as follows. The Contractor will respond to the site of the problem and stabilize

the situation by:

1. Contacting the City of Shreveport Water or Southwestern Electric

Power Company to close any utilities, as may be necessary.

2. Contacting the Engineer responsible for the project or if the

Engineer is not available, contacting the SAA Communications

Center.



iA PROJECT NO. 1817 01040 -

10

3. Commencing such remedial activities as may be necessary to

stabilize the site and protect any adjacent infrastructures.

f. Construction Vehicles and Pedestrian Traffic:

i. The Contractor must keep the Airport Operations Office; and the Engineer

informed of all restrictions to traffic flow due to the construction operations.

ii. The Contractor must protect both pedestrians and vehicular traffic at all times

with properly positioned warning signs, devices and/or flaggers. All traffic

control must be in accordance with applicable Louisiana and local codes. The

Contractor must submit a traffic control plan to the airport for review and

approval prior to the start of construction.

iii. The Contractor is responsible for the inspection of all barricades and/or traffic

control installations used in conjunction with this project and shall inspect, at

least twice daily, to ensure same conforms to the approved MOT Plan. It is

recommended that this inspection take place at the start and end of each

workday and approximately the same time on non-working days and at any

other time such inspection may be required.

iv. The Contractor must provide the name and telephone number of those persons

responsible for these inspections and who are available for emergency after-

hours call out.

5. Project Safety Plan Checklist

a. Site Access

i. The airport will provide, not later than the date when needed by the Contractor,

access to the property upon which the work is to be done. This does not relieve

the Contractor of obtaining the necessary training required to operate inside the

Airport Operations Area (AOA) and Secure Areas as identified by the Department

of Homeland Security.




11

ii. The airport will designate a project person as access representative to

coordinate all access, utility and systems interruptions, security, traffic control

and any other conflicts resulting from the construction process.

iii. The Contractor will be responsible to provide and maintain security-badged

personnel in all secure areas of work. The airport will provide security-training

classes when requested one week in advance by the Contractor.

b. Excavation and Trenches

i. The Contractor shall furnish, erect, and maintain markings and associated

lighting of open trenches, excavations, temporary stock piles, and his/her

parked construction equipment that may be hazardous to the operation of

emergency fire-rescue or maintenance vehicles on the airport in reasonable

conformance to FAA Advisory Circular 150/5370-2F (or current addition),

Operational Safety on Airports During Construction. The Contractor shall

identify each motorized vehicle or piece of construction equipment in

reasonable conformance to FAA Advisory Circular 150/5370-22F (or current

addition).

ii. The Contractor shall take full responsibility of costs incurred due to damage to

utilities as a result of grading or excavation operations. Utility locations shown

on the Plans are approximate, and all utilities are not necessarily shown. The

possibility of conflicts with in-place utilities-in-service exists. The Contractor

shall make all arrangements necessary to maintain utility service to all existing

uses during the full term of the work.

iii. It shall be the responsibility of the Contractor to contact the utility companies in

order for them to determine if there is a need for any bracing or shoring of

power or telephone poles during the construction of the project. If bracing or

shoring is necessary, the Contractor shall meet or exceed OSHA standards to the

satisfaction of the utility company. Any activity that impacts known or probable

fire lanes will first be discussed in the weekly safety briefings for coordination

with SAA. The Contractor shall furnish and erect all barricades, warning signs,

and markings for hazards prior to commencing work which requires such

erection and shall maintain the barricades, warning signs, and markings for




12

hazards until their dismantling is directed by the Engineer. Open-flame type

lights shall not be permitted within the air operations areas of the airport.

c. Utilities and Fire Lanes

i. The Contractor shall contact a representative of affected utility companies or

providers to coordinate any of the Contractor's work that may involve a specific

utility and he shall coordinate these operations with the utility to facilitate the

satisfactory completion of the work.

ii. At least forty-eight (48) hours prior to commencing excavation, the Contractor

shall call Louisiana 811 between the hours of 7:00 a.m. and 4:30 p.m. Monday

through Friday, for information relative to the location of buried energy,

communications and water utilities at 811.

6. Safety Areas

a. Runways and taxiways have safety areas. These safety area dimensions will be based

on the type of aircraft using the runway and taxiway during construction activities.

b. Design Standards: The runway and taxiway safety areas / shall be:

i. Cleared and graded and have no potentially hazardous ruts, humps, depressions,

or other surface variations.

ii. Drained by grading or storm sewers to prevent water accumulation.

iii. Capable under dry conditions of supporting construction and maintenance

equipment, aircraft rescue, fire-fighting equipment, and the occasional passage

of aircraft without causing structural damage to the aircraft.

iv. Free of objects, except for objects that need to be located in the runway safety

area because of their functions. These objects shall be constructed on low

impact resistant supports (frangible mounted structures) to the lowest practical

height with the frangible point no higher than 3 inches above finished grade.

Other objects, such as manholes, shall be constructed at grade. In no case shall

their height exceed 3 inches above grade.




13

v. The dimensions of the safety areas vary and will be as described in or as shown

in the contract drawings. If runway and taxiway closures are necessary,

construction may be limited to nighttime, requiring 24-hour prior coordination.

Anything that impacts aircraft operations shall be coordinated with Airport

Operations or through the appropriate Project Engineer.

c. Restricted Areas

i. Object Free Area (OFA), Obstacle Free Zone (OFZ), Primary Surface and

Transitional Surface

ii. Runway and Taxiway Surfaces. When aircraft operations are being conducted on

a runway or taxiway, construction activity is prohibited within any of the above

listed areas, as defined in the Federal Aviation Administration’s (FAA) Advisory

Circular (AC) 150/5300-13, “Airport Design” current edition, unless approved on

a case-by-case basis by the Director of Airports or the Deputy Director of

Airports, where construction equipment and material is properly marked and

lighted.

iii. These restricted areas vary depending on runway or taxiway design group. A

taxiway OFA extends, as a minimum, out to 130 feet from the centerline for

group IV aircraft and 160 feet for group V. A runway primary surface extends out

to 500 feet from the runway centerline and the transitional surface is a 7:1 slope

up to 150 feet. Any equipment in these areas must be approved by the Director

of Airports or the Deputy Director of Airports.

iv. When working near a runway or taxiway ask the Airport Operations Supervisor,

the Director of Airports or the Deputy Director of Airports for assistance in

defining these areas before work begins.

v. Approach Surfaces: When aircraft operations are being conducted near an active

runway, construction activity is prohibited to penetrate the surfaces, defined in

AC 150/5300-13, “Airport Design” unless approved by the Director of Airports

or the Deputy Director of Airports. The runway threshold may be relocated or

displaced to eliminate the penetration.




14

d. Taxiways and Taxilanes on Aprons

i. Construction activity may be safely permitted within safety areas of taxiways

and on aprons in use provided the activity is first coordinated with Airport

Operations, the Director of Airports or the Deputy Director of Airports, notice to

airmen (NOTAMs) are issued, marking and lighting provisions are implemented,

and it is determined that the height of equipment and materials is safely below

any part of the aircraft using the taxiway/taxilanes that might overhang those

areas. Construction activity is allowed no closer than 130 feet from the

centerline of an active taxiway or taxilane. This taxiway object-free area is equal

to 0.7 times the wingspan of the largest predominant aircraft plus 10 feet.

7. Flaggers and Observers

a. All flaggers will be LDOT certified, and conduct flagging operations to LDOT standards.

It is the Contractor’s responsibility to provide certified flaggers. Observers and

spotters shall complete additional training provided by SAA Airport Operations.

b. Communications

i. All flaggers, spotters and observers controlling equipment crossing active

aircraft areas are required to have a fully operational cellular telephone and/or

SAA approved radio to contact Airport Operations to report any problems that

may affect aircraft operations. (If available, an Airport radio may be issued to

the Contractor for a $500 deposit, refundable if the radio is returned in same

condition). They shall be familiar with radio call signs, channels and phone

numbers. All observers and flaggers will immediately contact Airport Operations

if any equipment or vehicle becomes disabled or is unable to yield to aircraft for

any reason.

c. Crossings

i. If approved by the Deputy Director of Airports, vehicle and pedestrian crossings

of active taxiways and high-use or congested ramp areas may be permitted if

the following provisions are met:




15

1. Airport Operations is notified before any activity begins and when

the activity ends every day.

2. Airport Operations has coordinated the activity with Air Traffic

Control and has advised the Engineer or Contractor when to begin

crossings.

3. An Airport representative is available to contact Air Traffic Control

if there are any problems.

4. All involved personnel understand that all equipment and

pedestrians must yield to all aircraft. Aircraft always have the right

of way.

5. When flagging operations are established to cross active taxiways,

a flagger is required on each side of the taxiway.

8. Construction Limit Boundaries

a. Setback Lines

i. Visible setback lines will be established prior to construction activity taking place

adjacent to active taxiways and aprons. All vehicles, equipment, and

construction activity must stay behind these lines unless provisions are made

with Airport and Engineering personnel. Locations where setback lines will be

placed is determined by the Airport’s largest predominant aircraft (MD-88), and

setback lines will be located at 130 feet from the taxiway or apron taxilane

centerline.

ii. At the discretion of Airport Operations and Engineering personnel, setback lines

will be delineated according to the scope and timeframe of each project. Short-

term projects (less than 10 hours duration) involving limited personnel may be

delineated with spray paint and/or wooden laths placed 20 feet apart. For

projects involving numerous personnel and subcontractors, setback lines will be

delineated with rubber-based upright delineators with alternating orange and

white flag lines between delineators. Contractors will maintain delineators

approved by the Deputy Director; construction may be permitted within the

setback lines if the following provisions are met:




16

1. A designated observer/spotter (other than the equipment

operator) is on the site to direct the operator and equipment to

yield to oncoming aircraft. The observer/spotter must be able to

immediately get the attention of the operator and direct

equipment beyond the setback lines. Equipment must be in

position to immediately respond.

2. It is determined by Airport Operations and Engineering personnel

that the height of the equipment and materials is safely below any

part of the aircraft using the AOA that might overhang those areas.

3. Vehicles and equipment are under escort by Airport Operations,

Engineering, or SAA personnel that are in contact with the Air Traffic

Control Tower or if equipment is being directed by an approved

flagger or observer/spotter.

If the above-stated provisions cannot be met, construction activity will not be allowed until a

taxiway/apron closure can be scheduled with Air Traffic Control.

b. Trenches, Excavations, and Stockpiled Material

i. Open trenches exceeding 3 inches in depth and 5 inches in width or stockpiled

material are not permitted within the limits of safety areas of operational

runways. Coverings for open trenches or excavations shall be of sufficient

strength to support the weight of the heaviest aircraft operating on the runway

or taxiway. Contractors must prominently mark open trenches and excavations

at the construction site, as approved by the airport operator, and light them with

red lights during hours of restricted visibility or darkness.

c. Equipment Height

i. Construction activity shall be prohibited when equipment penetrates the

imaginary surface described in Title 14 CFR Part 77 and any restricted area as

defined in AC 150/5300-13, “Airport Design” current edition, unless a favorable

airspace finding has been made by the FAA and the SAA, and approved by the

Director of Airports or the Deputy Director of Airports. Equipment that




17

penetrates the Part 77 imaginary surface must display a checkered flag during

daytime use and a red obstruction light during nighttime use.

d. Construction Vehicle Traffic

i. Because each construction situation differs, the Contractor must coordinate

construction vehicle traffic with the SAA.

e. Limits of Construction

i. Open-flame welding or torch-cutting operations are prohibited unless adequate

fire and safety precautions are provided.

ii. Stockpiled material should be constrained in a manner to prevent movement

resulting from aircraft blast or wind conditions. Material will not be stored near

areas susceptible to jet blast.

f. Marking and Lighting of Closed or Hazardous Areas on the Airport

i. When areas on the Airport are closed or present hazards due to construction

activities, they should be marked and lighted according to AC 150/5340-1K

“Standards for Airport Markings”, current edition. Marking and lighting must be

approved by the Airport Deputy Director.

ii. If construction involves an extended closure of a runway, an illuminated cross

(“X”) shall be required at each end and shall be serviced and maintained by the

Contractor. The lighted crosses (“X”) shall be provided by the Airport.

g. Airport Safety Considerations

i. The Contractor will be required to coordinate work so as to satisfy clearance

requirements for arrival and departure of scheduled aircraft and maintain

compliance with AC 150/5370-22F (or current addition) "Operational Safety on

Airports During Construction", current edition. The AC sets forth guidelines for

maintaining desired levels of operational safety during construction. All

construction personnel should become familiar with the contents of this AC.




18

ii. Potential Hazards: Potential hazards include the following:

1. Excavation adjacent to runways, taxiways, and aprons.

2. Stockpiled earth, construction material, temporary structures, and

other obstacles in proximity to aircraft operations areas and

approach zones.

3. Runway surfacing projects resulting in excessive lips greater than 1

inch for runways and 3 inches for edges between old and new

surfaces at runway edges and ends.

4. Heavy equipment, stationary or mobile, operating or idle near the

AOA or in safety areas.

5. Proximity of equipment or material that may degrade radiated

signals or impair monitoring of navigational aids

6. Tall but relatively low visibility units, such as cranes, drills, and the

like, in critical areas such as safety areas and approach zones.

7. Improper or malfunctioning lights or unlighted airport hazards.

8. Holes, obstacles, loose pavement, trash, and other debris on or

near the AOA.

9. Failure to maintain fencing during construction to deter human and

animal incursion into the AOA.

10. Open trenches alongside pavement.

11. Improper marking or lighting of runways, taxiways, and displaced

thresholds.

12. Attractions for birds, such as trash, grass seeding, or ponded water

on or near airports.

13. Inadequate or improper methods of marking temporarily closed

aircraft operations areas, including improper and unsecured

barricades.

14. Obliterated markings on active operational areas.

NOTE: Safety area encroachments, improper ground vehicle operations, and

unmarked or uncovered holes and trenches in the vicinity of aircraft operating

surfaces are the three most recurring threats to airside safety during construction.

h. Aircraft Emergency




19

i. In the event of an aircraft emergency or severe weather conditions that may

affect aircraft operations as determined by SAA, the Contractor’s personnel

and/or equipment may be required to immediately vacate the area.

9. General Safety Issues

a. General

i. The Contractor must, at all times, conduct the work in conformance with

requirements of the SAA and the FAA.

ii. Aircraft traffic will continue to use existing runways, aprons, and taxiways of the

Airport during the time that work under a contract is being performed. The

Contractor shall at all times conduct the work as to create no hindrance, hazard,

or obstacle to aircraft using the Airport.

iii. The Contractor will schedule and organize the work so that a minimum of

closings or crossings of runways and taxiways will be required during the project.

iv. All construction-related activity taking place within any active area of the AMA

requires the presence of a SAA escort having radio communication with the FAA

control tower. Spotters and/or flaggers having radio or telephone contact with

the Tower may be used with the approval of the Airport Deputy Director. Any

command or instruction given by the control tower, the SAA, flaggers, or

spotters shall be immediately obeyed.

v. The Contractor may be working on an active AOA in which jet takeoff noise can

be as high as 120 decibels. All Contractor personnel shall comply with industry

standards for personal hearing protection when working within these areas.

vi. The Airport environment requires a high degree of care to control debris and

dust. Spilled material on active roadways, taxiways, runways, and aprons shall

be swept up immediately. The Contractor shall be aware that the AOA is subject

to jet blasts, which are equivalent to wind velocities of 75 to 90 miles per hour;

therefore, constant dust control measures will be required to prevent loose

material from blowing across the airfield.




20

vii. Sanitary facilities shall be provided at appropriate locations for the Contractor’s

employees. Public facilities at the Airport are not to be used.

viii. Speed limit on all airside roadways is 20 miles per hour unless otherwise posted.

ix. Hours for the AOA are from 0600 to 2300. Non-peak hours are defined as the

period from 2300 to 0600.

x. Personnel operating a motor vehicle on Airport property shall have a valid

driver’s license.

xi. Use of cell phones are prohibited while driving anywhere on the AOA. Cell phone

use in a vehicle is permitted if the vehicle is safely stopped and does not

interfere with aircraft or other vehicle traffic.

xii. Use of audio earphones and headsets are prohibited on the AOA unless directly

related to job requirements.

xiii. Beacons and flags must be maintained in good working condition, and flags shall

be replaced if they become faded, discolored, or ragged.

xiv. Construction projects affecting any aircraft operation area will be inspected by

Airport Operations prior to construction personnel and cleanup equipment

leaving the area.

xv. All electrical wire, cable, rope, trenches, holes, or any other object or surface

variation that may interfere with or be damaged by airport field mowers or other

equipment must be marked and/or barricaded to clearly denote the object or

area.

xvi. Manholes, drain inlets and junction boxes must have approved covers in place

at all times or they must be barricaded to clearly denote the uncovered opening.

b. Signs

i. All permanent signs affected by construction shall be replaced by temporary

signs acceptable to the SAA. The Contractor shall submit a sign relocation plan




21

to the SAA for approval prior to any relocation of any existing signs. When

construction takes place near the AMA and at the discretion of Airport

Operations and Engineering personnel, signs stating “ACTIVE

RUNWAY/TAXIWAY DO NOT ENTER” shall be required.

c. Barricades

i. Airside construction sites shall be barricaded and lighted to delineate the work

area. Extended projects on paved surfaces delineating hazardous areas which an

aircraft may not enter shall be defined by collapsible barricades with omni-

directional red flashing beacons and flags. The collapsible barricades shall be

weighted or sturdily attached to the ground surface to prevent displacement

from jet blast or other surface wind currents.

ii. Construction areas closed less than 10 hours on taxiways, runways or ramps

shall be defined by the placement of Type II Construction Barricades with red

flashing beacons such as the one shown below. The barricades shall be secured

in place with two sandbags.

iii. Red flashing beacons are not required on barricades during daylight hours and

good visibility. Barricades shall be placed 20 feet apart beginning with a

barricade placed on the centerline of taxiway, runway or ramp areas. The

Contractor shall have a person on call 24 hours a day to maintain all barricades

including lights and flags used to delineate construction and hazardous areas in

fully operational condition.

iv. Construction projects over 10 hours on non-paved areas in active taxiway and

Runway Object Free areas (Runway Object Free area, group IV, 400' from

centerline; Taxiway Object Free area, group IV, 129.5’ from centerline) shall be

barricaded with rubber based upright delineators placed 20' apart with

alternating orange and white flag lines between delineators along the




22

construction boundary facing the taxiway or runway. Remaining construction

boundary lines shall be barricaded to adequately delineate any hazardous areas.

v. For portions of the project under 10 hours in active taxiway and runway object

free areas, at the discretion of Airport Operations and/or Engineering personnel,

boundaries may be delineated with spray paint and/or wooden laths placed 20'

apart. Open trenches and excavations in taxiway and runway object free areas

must be marked and lighted with red lights during hours of restricted visibility

or darkness.

vi. The Contractor shall have a person on call 24 hours a day to maintain all

barricades used to delineate construction and hazardous areas in fully

operational condition. Lights, flags, and reflectorized panels shall be maintained

in good clean operating condition at all times. Broken lights and worn or tattered

flags shall be replaced immediately at the contractor’s expense. Lights shall be

securely attached to the barricade as recommended by the manufacturer.

Water filled barricades shall be maintained and kept full of water at all times.

d. Lighting

i. Temporary light plants used in conjunction with nighttime work cannot be

located in such a manner as to be an obstruction or hazard. In addition, these

light plants cannot be located where the glare of the light will cause visual or

physical interference to operating aircraft and the FAA Air Traffic Control Tower.

ii. When existing edge lighting is rendered inoperable on an active runway or

taxiway, the Contractor must install temporary edge lights. The lights and wiring

shall meet National Electrical Code (NEC) Article 300, and AC 150/5340-24

“Runway and Taxiway Edge Lighting System," current edition, for permanent

lighting. Any active runway or taxiway lights requiring temporary removal shall

be replaced by a temporary installation. A temporary connection shall be made

to connect all remaining active runway or taxiway lights in a construction area

where several lights may have been decommissioned.

iii. Temporary edge lights shall be securely fastened down and the electrical power

cable shall not be driven across. Airfield lighting cables operate at high voltage.




23

They have the potential of 5000 volts and should have only qualified personnel

handling them.

iv. The Contractor shall provide red obstruction lights for all stationary cranes

erected on the construction site. All moveable cranes shall be equipped with red

obstruction lights if the boom cannot be lowered during hours of darkness.

Airport Operations will issue NOTAMs on obstructions; lighting; the Contractor

shall notify the Engineer if any relocation takes place.

v. All construction personnel that are working on the AOA during hours of darkness

shall wear clothing with reflective markings.

e. Pavement Markings

i. All existing pavement markings requiring removal shall be obliterated by either

sandblasting or other removal techniques at the direction of the SAA.

ii. Temporary markings consist of paint or temporary preformed marking tape

(removable).

iii. All permanent pavement markings shall be restored at project completion.

f. Haul Routes

i. Where haul routes cross active taxiways, a LDOT certified flagger will be

positioned on both sides of the taxiway or vehicles will be escorted. If haul

routes cross an active ramp area or taxilane, flaggers may be required, and will

be determined by the scope and time frame of the project. If the Contractor’s

haul road crosses any area used by aircraft for taxiing, takeoff, or parking, a

power broom and/or hand sweeping shall be used to keep this area clean of

debris, which could damage aircraft engines or propellers. The Contractor shall

be liable for any damages that occur. Contractor’s haul routes must be restored

to their original condition at the completion of the project.

g. Transition Ramps




24

i. Construction projects on airside may involve overlays and/or milling operations

on runway or taxiway surfaces. This operation will require the construction of

temporary ramps to allow runway or taxiway use between actual work shifts

during the airside non-peak hours.

h. Grade and Vegetation

i. Unless specified, all construction grades and vegetation must be restored to

their original condition and be free of ruts and depressions. Appropriate seed

shall be professionally planted by a landscape contractor.

i. Closure/Interruptions

i. If any roadway or taxiway is interrupted because of the means and/or methods

used by the Contractor, an alternate detour roadway or taxiway must be

provided. The Contractor shall submit a plan to the Engineer for approval prior

to use. All alternate routes must be properly delineated for AOA/AMA use.

j. Staging Areas and Environmental Compliance

i. The staging area cannot be located in high traffic areas within the AOA. Any

staging areas used must be left environmentally clean during and at completion

of the construction project. This includes keeping the area clean of debris, oil

spills, and other undesirable elements. Any hazardous or regulated waste

material produced by the Contractor must be properly disposed of at the

Contractor's expense according to all local, state, and federal regulations. The

Contractor may be required to provide test results to confirm an area has been

left environmentally clean with any contamination removed.

k. Debris Hazards

i. Each construction project will have procedures for regular cleanup and

containment of construction material and debris. Special attention will be given

to the cleaning of cracks and pavement joints. All taxiways, aprons, and runways

must remain clean. Waste containers with attached lids shall be required on

construction sites. Special attention should be given to securing lightweight




25

construction material (concrete insulating blankets, tarps, insulation, etc.).

Specific securing procedures and/or chain-link enclosures may be required.

ii. Contractors will provide their own equipment for vehicle and equipment

washing and clean up.

iii. When working in an airport environment, immediate access to a power sweeper

is required when construction occurs on any aircraft pavement area unless an

appropriate alternative has been approved by the Deputy Director and Airport

Operations.

10. Security Requirements

a. Access Points/Gates/Gate Guards

i. All gates used for Contractor access must be staffed by qualified and trained gate

guards provided by the Contractor at all times when the gates are open and in

use. The gate guard is required to check each person entering the secure area

through the gate for a valid Airport ID badge or escort-required badge, and the

vehicle for a valid ramp permit and company markings. Anyone not in

compliance with these requirements will be denied access.

ii. When not actively in use, the gate will be kept closed and locked. During periods

of operation, the gate must be pulled shut or an approved barricade must be

placed in front of the gate to require a vehicle to stop so that an inadvertent

entry into the secure area is prevented.

iii. Access to construction sites through vehicle gates shall be coordinated with

Airport staff. Contractor locks shall not be placed on gates. Airport locks shall be

used. Vehicle gates used for construction access will be unlocked and opened at

the beginning of each shift by a Shreveport Regional Airport’s employee. The

qualified gate guard must be present and prepared to perform all gate guard

duties when the gate is unlocked. At the end of the shift, the gate will be closed

and locked by a Shreveport Regional Airport’s employee. The Contractor shall

coordinate all required gate access times twenty four (24) hours in advance with

the Engineer.




26

iv. All vehicles under escort shall be physically inspected by the gate guard prior to

entering the secure area.

b. Contractor Provided Construction Gate Guards

i. Contractor shall provide qualified personnel to perform gate guard services at

construction gates used for access to secure areas of the Airport.

ii. Personnel assigned to provide gate guard services shall obtain an Airport-issued

identification badge prior to providing service. To be qualified to obtain the

identification badge, personnel shall: a) Undergo a fingerprint based criminal

history records check as required by TSR 1542.209 and the TSA security threat

assessment. Contractor’s employees to be used to provide gate guard services

shall be able to pass these checks with no convictions for a disqualifying offense

as outlined by the Transportation Security Administration (TSA). In addition to

the Secure Area training course, individuals must successfully complete a TSA-

required two-hour security training course offered by the Airport which includes

training specific to gate guard duties and how to conduct a vehicle inspection.

This training must be completed prior to the gate guard’s first duty assignment.

This is a computer-based training course, and requires an appointment with the

Administration Office.

iii. Personnel assigned to provide gate guard services shall have the ability to clearly

speak, read, write and understand the English language.

iv. Personnel assigned to provide gate guard services shall be supervised and

checked at frequent intervals by Contractor’s supervisor and Airport personnel

to ensure they are in compliance with all security requirements associated with

staffing a perimeter gate access point leading to a secure area of the Airport.

v. Personnel assigned to provide gate guard services shall wear a safety vest at all

times.

vi. Personnel assigned to provide gate guard services shall not carry a firearm.




27

vii. Personnel assigned to provide gate guard services must have the ability to

communicate directly with the Airport’s Administration Office by cellular

telephone provided by the Contractor.

viii. The Contractor shall provide temporary restroom facilities for use by the gate

guards at the access gate. If the gate is to be used for access at night, the

Contractor shall provide and maintain in working condition a temporary light

unit to illuminate the gate area.

c. Gate Guard Duties:

i. Security responsibilities include:

1. Checking all incoming individuals and vehicles for Airport

authorized identification and permits to prevent unauthorized

entrance into secure areas.

2. At gates that do not have verification card readers, comparing the

name on the identification badge for each individual entering

through the gate with an Airport-provided “stop list.” If a person’s

name is on the stop list, entry shall be denied and the Airport’s

Communication Center immediately notified.

3. Conducting vehicle searches to ensure that weapons, explosive

devices and other prohibited items are not allowed into the secure

area of the Airport; if weapons or other prohibited item are found,

the gate guard shall prevent entry and immediately notify the

Airport Communications Center.

4. Ensuring that the security gate is closed when not actively being

used to prevent security breaches.




28

Exhibit A – Shreveport Air Operations Area & Restricted Area




29

Exhibit B – Shreveport Aircraft Movement Area

SHV PASSENGER BOARDING BRIDGES INSTALLATION SUMMARY OF WORK

iA PROJECT NO. 2056 01100 -1

01100 – Summary of Work

1.4 USE OF PREMISES

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

indicated on Drawings by the Contract limits.

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

public.

2. Driveways and Entrances: Keep driveways, garages, loading areas 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.

B. Use of Existing Building: Maintain existing building in a weather-tight condition throughout

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

and its occupants during construction period.

1. Provide temporary cover material as required to protect Owner’s building content

during construction period.

1.5 OWNER’S OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: Owner will occupy site and 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.

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. On-Site Work Hours: Coordinate construction work hours with facility

Owner/Architect/Consultant.

B. Existing Utility Interruptions: 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/Consultant and/or Owner not less than two (2) days in advance of

proposed interruption.

2. Do not proceed with utility interruptions with Architect/Consultant and/or Owner’s

written permission.

SHV PASSENGER BOARDING BRIDGES INSTALLATION SUMMARY OF WORK

iA PROJECT NO. 2056 01100 -2

C. Non-smoking Building: Smoking is not permitted within this facility without

Architect/Consultant’s and/or Owner’s written permission.

1.7 PROJECT CONDITIONS

A. Protect building(s) included in Work of this contract, adjacent buildings, walkways, site

improvements, exterior plantings and landscaping from damage or soiling from

construction operations.

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

facilities.

C. Owner assumes no responsibility for condition of areas included in this contract.

1. Conditions existing at time of inspection for bidding will be maintained by Owner as

far as practical.

D. Coordinate with Owner for delivery and unloading.

SHV PASSENGER BOARDING BRIDGES INSTALLATION REQUEST FOR INFORMATION


iARCHiTECTURE, LLC

417 Lake Street


318-828-1637

REQUEST FOR INFORMATION

Project Name:

Project No.:

Request From:

Name

Company

Address

Phone

Fax

Email

RFI #

Please Clarify the Following:

Drawing #:

Specification Section:

Request Response By:

QUESTIONS (Number each one):

ANSWER (List answers with same number as question):

SHV PASSENGER BOARDING BRIDGES INSTALLATION PROJECT SCHEDULE REQUIREMENTS


80-03 Execution and progress. Unless otherwise specified, the Contractor shall submit their progress

schedule for the Architect’s approval within 10 days after the effective date of the notice to proceed. The

Contractor’s progress schedule, when approved by the Architect, may be used to establish major

construction operations and to check on the progress of the work. The Contractor shall provide sufficient

materials, equipment, and labor to guarantee the completion of the project in accordance with the plans and

specifications within the time set forth in the proposal.

If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Architect’s

request, submit a revised schedule for completion of the work within the contract time and modify their

operations to provide such additional materials, equipment, and labor necessary to meet the revised

schedule. Should the execution of the work be discontinued for any reason, the Contractor shall notify the

Architect at least 24 hours in advance of resuming operations.

The Contractor shall not commence any actual construction prior to the date on which the notice to proceed

is issued by the Owner.

The Contractor Shall plan, schedule and construct the Project by using a Critical Path Method Project

Schedule (CPM) meeting the requirements of these specifications. Use the CPM for coordinating and moni-

toring the Work specified in the Contract Documents including all activities of Subcontractors. Include all

activities, including bid items, quantified in the Contract Documents. Base the CPM upon the entirety of the

Contract Documents. Utilize CPM software that generates files compatible with Primavera P6 Project Man-

agement Release: 7.0.0.

Complete and submit the proposed original CPM schedule (OCPM) database and the written narrative (WN)

within 30 calendar days after Contract is Awarded. The WN is a description of any elements of the Schedule

that deviate from the proposed construction sequence shown in the Contract Documents.

The Architect will complete the review of the OCPM within 30 calendar days after submittal. If required, a

Joint Review Conference will be convened at which time the Architect and Contractor may make corrections

and adjustments to the proposed OCPM. If a revision is necessary due to the Architect’s review or the Joint

Review Conference, submit the proposed revision within seven calendar days after receiving the Architect’s

review comments or within seven calendar days after the date of the Joint Review Conference, whichever is

the latest. Make revisions in accordance with the requirements for the OCPM. The Architect will respond to

the revised OCPM within seven calendar days after receipt. Clearly identify each submittal and resubmittal

for clarity by labeling “2nd Draft”, “3rd Draft”, etc.

Do not start any Work until the OCPM is accepted. If the Architect is ready to issue a Notice to Proceed but

the OCPM is not yet accepted, the Architect may issue the NTP and start Contract Time, but forbid Work to

begin until the OCPM is accepted. The Architect may partially accept a OCPM and allow Work to begin if the

required corrections to the OCPM are minor, but the Architect will not accept submittals that do not show the

complete schedule. The Architect will not pay any estimates until the OCPM is partially accepted. Once the

OCPM is partially accepted, the Architect will pay the first estimate. If the Contractor fails to make a good

faith effort to address the Architect’s comments before the second estimate is due for payment, the Architect

will not pay the second estimate until a good faith effort is made by the Contractor to comply. The Architect

may not withhold an estimate payment if, within the estimate period in question, the Architect has failed to

provide timely review comments in response to the Contractor’s submittal. The Architect may, however,

withhold the payment of subsequent estimates if the Contractor fails to make a good faith effort to address

the Architect’s comments. Upon issuance of the Notice to Proceed, the start date utilized in the OCPM will

be adjusted to comply with the first chargeable day of Work. Any delay in starting Work caused by the ac-

ceptance of the OCPM by the Architect will not be considered as a basis for any adjustment in the Contract

amount or time.

The format of the OCPM database shall be the precedence diagram method with days as the planning unit

and shall be based on Calendar Days.

Provide monthly updates to the CPM of record. Meet with the Architect once a month prior to submitting the

update to review the status of the schedule’s activities. Prepare an updated list of activities showing all of the

actual start and actual finish for each of the schedule’s activities so that both parties can agree on the dates.

Use the dates that were agreed upon in the meeting to status the CPM of record and submit the updated

SHV PASSENGER BOARDING BRIDGES INSTALLATION PROJECT SCHEDULE REQUIREMENTS


schedule to the Architect for approval. Assign a unique file name to each update (Number/version). The da-

ta date of the update shall be the next day after the end of the update period. As part of the monthly update,

submit a written description that identifies any delays or disruptions to the schedule experienced during the

period of an update, any change in manpower or equipment, and any potential delays to the completion

date of the schedule. Should the overall schedule or any item listed in the schedule fall behind schedule by

10 or more days the contractor must submit a recovery schedule to get the project back on schedule per the

original contract completion date within two weeks of notification. The recovery schedule must be approved

by the owner and Architect of record.

Do not include any revisions to the CPM without prior approval. Failure to submit complete updates in a

timely manner may result in the withholding of estimates by the Architect. The Architect agrees to refrain from

withholding estimates unless the Contractor is habitually late in providing updates, is more than four weeks

late in submitting an update or has failed to submit an update that is part of a resolution to a serious problem

that must be addressed immediately.

Revisions to the Schedule of Record:

Revisions are defined as any changes to the database other than status updates, log entries and moving

the data date. Discuss any proposed revisions to the CPM verbally with the Architect. If the revision is minor

in nature, the Architect may allow the revision to be included on the next Update of the CPM. If the Architect

determines that the revision is not minor in nature, submit the proposed revision for review and approval pri-

or to deviating from the approved CPM. Any revisions or updates required shall be at no additional cost to

the owner.

Extensions of Contract Time and/or Incentive/Disincentive Dates.

Make requests for extension of Contract time in writing and subject to the notice and timeliness of

submission provisions as provided for elsewhere in the Contract. Requests for an extension of Contract time.

All requests for extensions of Contract Time must be supported by the most recent CPM Update.


SHV PASSENGER BOARDING BRIDGES INSTALLATION INCLEMENT WEATHER DAYS


SECTION 01220 – INCLEMENT WEATHER DAYS

If adverse weather conditions are the basis for a claim for additional time, the Contractor shall doc-

ument that weather conditions had an adverse effect on the scheduled construction. An increase in

the contract time due to weather shall not be cause for an increase in the contract sum. Notice of a

claim for additional time, based on adverse weather conditions, shall be given to Owner no later

than fifteen (15) days after the weather event(s) giving rise to such claim. Owner may disallow any

such claim for additional time, if such notice is not given timely.

The following are considered reasonably anticipated days of adverse weather on a monthly basis:

January 11 days

February 10 days

March 8 days

April 7 days

May 5 days

June 6 days

July 6 days

August 5 days

September 4 days

October 3 days

November 5 days

December 8 days

The Contractor shall ask for total adverse weather days, the Contractor's request shall be consid-

ered only for days over the allowable number of days stated above.

Note: Contract is on a calendar day basis.


SHV PASSENGER BOARDING BRIDGES INSTALLATION PAYMENT PROCEDURES


SECTION 01290 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other

Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

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

cations for Payment.

1.3 FORMS

A. BY SUBMITTING A BID FOR THIS PROJECT AND SUBSEQUENTLY ENTERING INTO CONTRACT TO

PERFORM INCLUDED SCOPE, THE CONTRACTOR HEREBY AGREES TO SUBMIT ALL REQUIRED FORMS

TO INCLUDE:

1. PROGRESS PAYMENT FORM

2. SUBCONTRACTOR PAYMENT FORM

1.4 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 the following:

a. Application for Payment forms with Continuation Sheets.

b. Submittals Schedule.

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

fore the date scheduled for submittal of initial Applications for Payment.

B. Format and Content: Use the Schedule of Values form contained in the project manual.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Ar-

chitect 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: Application for Payment shall be submitted on or about the first of each month

for the value of labor and materials incorporated in the Work and of materials stored at the work site as of the

twenty-fifth day of the preceding month. The period covered by each Application for Payment starts on the

day following the end of the preceding period. Submit prior to monthly progress meetings.



C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form

for Applications for Payment.

1. Identification: Include the following Project identification on the Payment Application:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

f. Submittal number

2. Base the breakdown of the Contract Sum on the approved Schedule of Values and provide further

breakdowns of the Contract Sum in enough detail to facilitate continued evaluation of Applications for

Payment and progress reports.

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

4. Provide a separate line item for each part of the Work where Applications for Payment may include

materials or equipment purchased or fabricated and stored at the site, but not yet installed.

a. No payments will be considered for items stored off-site, for shop drawing preparation costs or

other supplier costs requested before products or services are delivered to or preformed at the

site.

5. Provide separate line items in the Application for payment for initial cost of materials upon delivery, 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.

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

legal documents on behalf of Contractor. The Architect will return incomplete applications without action.

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

dated 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 4 signed and notarized original copies of each Application for Payment to Architect by a

method ensuring receipt within 24 hours.

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. Products list.

5. Submittals Schedule (preliminary if not final).

6. List of Contractor's staff assignments.

7. List of Contractor's principal consultants.

8. Copies of building permits.



9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

10. Certificates of insurance and insurance policies.

11. Performance and payment bonds.

12. Data needed to acquire Owner's insurance.

13. Initial settlement survey and damage report if required.

14. Installation of specified construction signage.

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 sub-

stantially complete.

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. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Sub-

stantial Completion or when Owner took possession of and assumed responsibility for corresponding

elements of the Work.

9. Final, liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)


SHV PASSENGER BOARDING BRIDGES INSTALLATION SUBMITTAL PROCEDURES


SECTION 01330 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

0.01 SUMMARY

A. Section Includes:

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

2. Preparing and processing of informational submittals.

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

1. Shop drawings.

2. Structural design information required by the contract documents.

3. Product data.

4. Samples.

5. Submittals for which procedures are not defined elsewhere.

C. Submit the following as informational submittals:

1. Certificates.

2. Coordination drawings.

3. Reports.

4. Qualification statements for manufacturers/installers.

D. Specific submittals required are described in individual sections.

0.02 FORM OF SUBMITTALS

A. Sheets sizes

1. 8-1/2 by 11 Inches:

2. 11 by 17 inches.

3. 22 by 34 inches.

4. Full size templates may be submitted on larger sheet.

5. Number of copies:

a. Submittals for review:

1. One correctable reproducible print not folded and 2 copies of blue or black

line prints.

2. Reproducible will be returned.

b. Informational submittals:

1. 4 of opaque prints.

2. 2 copies will be returned.

B. Samples: 2 sets of each.

1. 1 set will be returned.

C. If additional sets are needed by other entities involved in work represented by the samples, submit

with original submittal.

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

E. Provide additional copies for project record documents.

F. Use of contract documents for shop drawings is not permitted.



G. The architect will not supply digital data to the contractor for the purpose of preparation of shop

drawings and submittals.

1.1 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. Coordinated submittals include but are not limited to:

c. Division 9 - Finish Materials

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

Procedures" 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.

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

processing must be delayed to permit coordination with subsequent submittals. Architect will

advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 15 days for processing each re-submittal.

4. If a submittal must be processed within a certain time in order to maintain the progress of the

work, state so clearly on the submittal.

5. No extension of the Contract Time will be authorized because of failure to transmit submittals

enough in advance of the Work to permit processing.

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 approximately 4 by 5 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Architect.

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. Unique identifier, including revision number.

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Other necessary identification.



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

submittals.

F. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Architect will discard submittals received from

sources other than Contractor.

1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant

information, requests for data, revisions other than those requested by Architect on previous

submittals, and deviations from requirements of the Contract Documents, including minor

variations and limitations. Include the same label information as the related submittal.

2. Include Contractor's certification stating that information submitted complies with

requirements of the Contract Documents.

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

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

construction activities. Provide one copy for the owner's record to be compiled, maintained and

submitted to the owner at substantial completion. Show distribution on transmittal forms.

H. Use for Construction: Use only final submittals with mark indicating action taken by Architect in

connection with construction.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

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

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated.

Architect will return one copy. The contractor will reproduce copies of the returned original for

distribution.

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. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Standard product operating and maintenance manuals.

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.

1. Preparation: 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. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

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

Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

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

5. Space for architect's action marking shall be adjacent to the title block.

D. Samples: Prepare physical units of materials or products, including the following:

1. 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.

2. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from

the same material to be used for the Work, cured and finished in manner specified, and

physically identical with the product proposed for use, and that show full range of color and

texture variations expected. Samples include, but are not limited to, the following: partial

sections of manufactured or fabricated components; small cuts or containers of materials;

complete units of repetitively used materials; swatches showing color, texture, and pattern;

color range sets; and components used for independent testing and inspection.

3. Preparation: Mount, display, or package Samples in manner specified to facilitate review of

qualities indicated. Prepare Samples to match Architect's sample where so indicated. Attach

label on unexposed side that includes the following:

a. Generic description of Sample.

b. Product name or name of manufacturer.

c. Sample source.

4. Submit Samples for review of kind, color, pattern, and texture for a final check of these

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

final submittal and actual component as delivered and installed.

a. If variation in color, pattern, texture, or other characteristic is inherent in the product

represented by a Sample, submit at least three sets of paired units that show

approximate limits of the variations.

b. Refer to individual Specification Sections for requirements for Samples that illustrate

workmanship, fabrication techniques, details of assembly, connections, operation, and

similar construction characteristics.

5. Number of Samples for Initial Selection: Submit three full sets of available choices where

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

manufacturer's product line. Architect will return 2 submittals with options selected.

6. Number of Samples for Verification: Submit three sets of Samples. Architect will retain one

Sample set; remainder will be returned. Mark up and retain one returned Sample set as a

Project Record Sample.

7. 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.

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

Documentation."

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



G. Schedule of Values: Comply with requirements 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. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying

products.

2. Number and title of related Specification Section(s) covered by subcontract.

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, 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 in Division 1 Section "Quality Control

Procedures."

B. Contractor's Construction Schedule: Comply with requirements in Division 1 Section "Progress

Documentation and Procedures."

C. 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.

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

complies with requirements.

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

with requirements. 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 and, where required, is authorized for this specific Project.

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

manufacturer complies with requirements. Include evidence of manufacturing experience where

required.

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


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

normal maintenance of products and equipment. Comply with requirements in Division 1 Section

"Closeout Procedures"

J. 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.



K. 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. Include the

following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

6. Recommendations for cleaning and protection.

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

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

1. Name, address, and telephone number of factory-authorized service representative making

report.

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

3. Statement that products at Project site comply with requirements.

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

and, if not, what corrective action was taken.

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


6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

M. 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.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check 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.

1. General: Architect will not review submittals that are illegible 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.



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

return it if it does not comply with requirements. Architect will forward each submittal to appropriate

party.


SHV PASSENGER BOARDING BRIDGES INSTALLATION QUALITY CONTROL PROCEDURES


SECTION 01400 - QUALITY CONTROL PROCEDURES

PART 1 - GENERAL

1.01 SUMMARY


1. General quality control activities.

2. Procedures for the following:

a. Testing and evaluation of test results.

b. Inspections.

c. Construction and evaluation of mock-ups.

d. Manufacturers' field services.

3. Procedures for quality control activities performed by:

a. Public authorities having jurisdiction.

b. Independent testing agencies.

c. Contractor.

d. Manufacturers' representatives.

4. Procedures for submittal of quality control documentation.

B. Quality control activities required are specified in other sections.

C. See General Conditions for additional requirements for testing, inspections, and approvals.

D. The cost of quality control activities specified to be paid for by the owner is not to be included in the

contract sum.

1.02 CONTRACT CONDITIONS

A. Independent testing agencies, whether employed by the owner or the contractor, may not change

the requirements of the contract documents and may not approve any portion of the work.

B. Employment of testing agencies, by the contractor or the owner, shall not relieve the contractor of

his obligation to perform the work in accordance with the contract documents.

1.03 REFERENCE STANDARDS

A. Reference Standards - General:

1. Comply with edition of standard in effect as of:

a. Date of agreement.

2. Compliance with standards which are revised or reissued after that date will not be required

unless incorporated into the contract documents by modification.

3. Where applicable codes, laws, or regulations require editions of different dates, obtain

instructions from the governing authorities as to which edition is required.

B. The requirements of reference standards are binding on the contractor, just as if they were copied

into the contract documents, but no provisions of reference standards shall alter the contractual

relationship of the parties to the contract.

C. Keep at the site each standard which is indicated elsewhere as to be kept at the site.

1.04 SUBMITTALS



A. Reports: Provide certified copies of reports.

1. Unless otherwise indicated, submit for information only.

2. Submit reports not later than the date of application for payment for the work to which the

quality control activity relates.

3. Reports shall be prepared by the entity performing the quality control activity.

4. Submit copies directly to governing authorities when so directed.

5. When the contractor employs an independent testing agency, submit copies directly to the

architect.

6. Include the following information in all types of reports:

a. Date of report.

b. Project name (and number, if applicable).

c. Description of the quality control activity.

d. Name, address, and telephone number of entity performing activity.

e. Date quality control activity was performed.

f. Specification section(s) involved.

g. Basis for evaluation (test method, etc.).

h. Results or conclusions, including evaluations and interpretations.

i. Title, name, and signature of person performing activity.

7. Include the following information in all test reports:

a. Locations from which samples were taken, if any.

b. Ambient conditions at time of activity.

c. Recommendations for retesting, if any.

B. Certificates: Submit for information only, unless otherwise indicated.

1. Certificates shall be signed by the product manufacturer, unless otherwise specified or not

applicable.

2. Include the following information:

a. Date of certificate.

b. Project name (and number, if applicable).

c. Description of the product or system certified.

d. Specification section(s) involved.

e. When actual materials to be used are to be certified, include lot identification markings,

destination or shipment, and quantity in shipment.

f. Title, name, and signature of person authorized to make certification.

C. Qualification Statements: Submit for information only, unless otherwise indicated.

D. Manufacturers' Instructions: Submit for information only, unless otherwise indicated; identify

conflicts with contract documents.

1.05 QUALITY ASSURANCE

A. Qualifications of Manufacturers: As indicated in individual sections.

B. Qualifications of Installers: As indicated in individual sections.

C. Qualifications of Manufacturers' Field Personnel: Employed directly by the manufacturer and

normally performing the activities specified.

D. Qualifications of Testing and Inspection Personnel:

1. As indicated in individual sections.

2. Independent Testing Agency Qualifications: When employed by the contractor:

a. A firm independent from the contractor's organization.

b. Having experience in the testing specified, and having the capability to conduct



satisfactorily the testing specified without delaying the progress of the work, as shown

by information supplied as required by ASTM E 699.

c. Approved by the architect.

d. Authorized to conduct business in the state in which the project is located.

3. Do not employ the same testing agency the owner has employed for testing or inspecting the

same portion of the work (if any), unless otherwise agreed upon in writing.

E. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to

either the National Bureau of Standards (NBS) standards or to accepted values of natural physical

constants.

1.06 COORDINATION WITH OTHER ENTITIES

A. Cooperate with other entities performing quality control activities.

B. Provide samples of materials and design criteria as indicated and when requested.

C. Provide other assistance, equipment, tools, and storage facilities as specified.

D. If desired, make arrangements with those entities and pay for additional similar or related testing or

inspection required for the contractor's use or convenience.

1.07 SEQUENCING AND SCHEDULING

A. Coordinate quality control activities to avoid delay and to make it unnecessary to uncover work for

testing or inspection.

B. Notify the owner's testing agencies 48 hours prior to commencement or completion of work which is

to be tested or inspected, whichever is applicable.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 GENERAL

A. Provide work of the specified quality; where quality level is not indicated, provide work of quality

customary in similar types of work.

1. Where codes, laws, or regulations require work of higher quality or performance, provide work

complying with those codes, laws, and regulations.

2. Where two or more quality provisions of the contract documents conflict, comply with the

most stringent requirement; where requirements are different but apparently equal, and where

it is uncertain which requirement is most stringent, obtain clarification from the architect

before proceeding.

3. Actual quality may exceed the specified quality; verify that such differences are acceptable to

the owner (other criteria may make excessive quality undesirable).

B. Control products, suppliers, manufacturers, site conditions, installers, and workmanship in such a

manner as to produce work of the specified quality.

C. Comply with manufacturers' instructions and recommendations.

1. Keep a record of instructions and recommendations which supplement or conflict with the

manufacturer's written instructions.

2. When manufacturers' instructions and recommendations conflict with the contract



documents, obtain clarification from the architect before proceeding.

D. Use installers who are capable of producing work of the specified quality.

E. Perform all quality control activities specified unless indicated to be performed by other entities.

3.02 MOCK-UPS

A. Mock-ups required are specified in other sections.

B. Construct mock-ups as specified for actual work, with all components required for a complete

installation.

C. Erect specified mock-ups in locations indicated.

1. Where mock-ups are to be removed, clear area after removal of mock-up and return to

original or specified condition.

D. Where mock-ups are to be approved by the architect, obtain approval of the architect prior to

proceeding with installation.

E. Where mock-ups are to be tested for compliance, obtain satisfactory test results prior to proceeding

with the work.

3.03 TESTING

A. Perform tests specified.

B. When results of tests are unsatisfactory, make whatever changes or repairs are necessary and

retest.

C. Submit written report of each original test and of each retest.

3.04 INSPECTING

A. Perform inspections specified.

B. When inspections reveal unsatisfactory work, make whatever changes or repairs are necessary and

reinspect.

C. Submit written report of each original inspection and each reinspection.

3.05 PROTECTION AND REPAIR

A. When work is uncovered during quality control activities, provide protection from damage.

B. Correct work damaged by quality control activities; where repair is indicated as an unacceptable

method, replace the work.


SHV PASSENGER BOARDING BRIDGES INSTALLATION TEMPORARY FACILITIES & CONTROLS

iA PROJECT NO. 2056 01500 -1

SECTION 01500 – TEMPORARY FACILITIES AND CONTROLS

PART 1 – GENERAL

1.1 RELATED DCOUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Divisions 01 Specification Sections, apply to this section.

1.2 SUMMARY

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

and protection facilities.

B. Related Sections include the following:

1. Division 01 Section “Summary of Work” for limitations on utility interruptions and other

work restrictions.

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/Consultant, 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. Provide connections and extensions of servicers as required for

construction operations.

C.Electric Power Service: Contractor provides his own portable power at ratings set by the manufacturer for the

Equipment being used.


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

temporary utility before use. Obtain required certifications and permits.

PART 2 – PRODUCTS

2.1 TEMPORARY FACILTIES

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

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

location, operations and maintenance of fixtures and facilities.

2.2 EQUIPMENT

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

locations and classes of fire exposures.

1. Furnish one fire extinguisher for each gas powered piece of equipment.

B. Gasoline Container: One OSHA approved five (5) gallon gas container may be accepted on


iA PROJECT NO. 2056 01500 -2

the roof, with a fire extinguisher, when OSHA rules allow.

C. Unless Owner authorizes use of gasoline-burning heaters, open-flame heaters or

salamander-type heating units is prohibited.

PART 3 – EXECUTION

3.1 INSTALLATION GENERAL

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

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

progress of the Work.

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

facilities are no longer needed.

3.2TEMPORARY UTILITY INSTALLATION

A. Water Service: Use of Owner’s existing water service facilities will be permitted as long as

facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial

Completion, restore these facilities to condition existing before initial use.

1. Where installations below an outlet might be damaged by spillage or leakage, provide a

drip pan of suitable size to minimize water damage. Drain accumulated water promptly

from pans.

B. Electric Power Service: Contractor provides his own portable power at ratings set by the

manufacturer for the Equipment being used.

3.3SUPPORT FACILITIES INSTALLATION

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

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

B. Parking: Use designated areas of Owner’s existing parking areas for construction

personnel.

C. 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.

D. Waste Disposal Facilities: Contractor is to provide waste-collection in sizes adequate to

handle waste from construction operations. Comply with requirements of authorities

having jurisdiction.


iA PROJECT NO. 2056 01500 -3

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

1. Truck cranes and similar devices used for hoisting materials are considered “tools and

equipment” and not temporary facilities

3.4SECURITY 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 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 hazardous fire-exposure 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 fire-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.

3.5OPERATION, 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 use.

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

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

ended, when it has been replaced by authorized use of 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.

END OF SECTION


iA PROJECT NO. 2056 01500 -4

SHV PASSENGER BOARDING BRIDGES INSTALLATION PRODUCT REQUIREMENTS


SECTION 01600 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.01 SUMMARY


1. Procedures for substitutions during bidding period.

2. General product requirements, including:

a. General specification requirements for all products.

b. Product options.

c. Procedures for substitution requests.

3. General requirements for product documentation, including:

a. Requirements and procedures for schedule of products.

b. General requirements for operation and maintenance data.

4. General procedures for products including:

a. Procedures for transportation and handling.

b. Procedures for delivery and receiving.

1.02 SUBMITTALS

A. Schedule of Products: Submit for approval.

B. Operation and Maintenance Data: Submit for information only.

PART 2 - PRODUCTS

2.01 GENERAL

A. Components required to be supplied in quantity within a specification section shall be

identical, interchangeable, and made by the same manufacturer.

2.02 MAINTENANCE MATERIALS AND TOOLS

A. Maintenance Materials: Parts and materials for repair and maintenance; specific items

required are specified in product sections.

1. Provide products and tools which are identical to those used in the work; of necessary

to obtain identical items, order at the same time as products to be installed or tools to be

used in the work.

B. Package appropriately and label to show type and quantity of contents.

C. Deliver, handle, and store in the same manner as products to be installed.

D. Do not turn over to the owner until date of substantial completion, unless otherwise approved

by the owner.

E. Deliver to the owner; unload.

F. Obtain receipt prior to final payment.

PART 3 - EXECUTION



3.01 PRODUCT OPTIONS

A. It is the contractor's responsibility to select products which comply with the contract documents

and which are compatible with one another, with existing work, and with products selected by

other contractors.

1. Verify that electrical characteristics of products are compatible with electrical

systems; notify architect of all discrepancies.

2. Where visual matching to an established physical sample is required, the architect's

decision will be final.

B. Do not use any substitute products which have not been approved in accordance with the

requirements of the contract documents; formal substitution request is required.

C. Definition of Substitute Product: Any product which does not meet the requirements of the

contract documents, whether in product characteristics, performance, quality, or manufacturer

or brand names, is considered a substitute.

D. Product Options: Where products are specified using more than one method, such as

description with a manufacturer list, use a product meeting the requirements of both

specification methods.

E. Products Specified by Description: Use any product meeting the specification.

F. Products Specified by Performance Requirements: Use any product meeting the specification.

G. Products Specified to Match a Physical Sample: Use any product that matches; obtain the

architect's approval.

H. Products Specified by Listing a Brand Name Product as the "Basis of Design": Provide a product

equivalent to the product specified within the limits of variation specified; submit substitution

request for all products other than that listed as basis of design.

I. Products Specified by Reference Standard: Use any product meeting the specification.

Provisions of reference standards shall not modify the responsibilities of the owner or architect as

defined in the contract documents.

J. Products Specified by Listing Brand Name(s): Provide a product at least equal to the brand

name product, or products, listed; submit substitution request for any brand name product not

listed.

K. Products Specified by Listing Manufacturer(s): Provide a product meeting the specification;

submit substitution request for any manufacturer not listed.

3.02 SUBSTITUTIONS DURING THE BIDDING PERIOD

A. Substitution requests submitted later than 7 days prior to the bid date will not be considered.

B. Acceptable substitutions will be added to the contract documents by addendum; no verbal

approvals will be valid.

3.03 SUBSTITUTIONS AFTER AWARD OF THE CONTRACT

A. Substitutions will not be considered between the bid date and the award of the contract.



B. Substitutions will not be allowed after award of the contract except when, through no fault of

the contractor, none of the specified products is available.

3.04 SUBSTITUTION PROCEDURE

A. Submission of request for substitution shall constitute a representation by the contractor that he:

1. Has investigated the proposed product and determined that it is equal to or better than

the specified product. Absence of an explicit comparison of any characteristic of the

proposed product to the specified product shall constitute a representation that the

proposed product is equal to or better than the specified product with regard to that

characteristic.

2. Will provide the same warranty for the proposed product as for the specified product.

3. Will coordinate the installation and make other changes which may be required for the

work to be complete in all respects, including:

c. Redesign.

d. Additional components and capacity required by other work affected by

the change.

4. Waives all claims for additional costs and time extensions which subsequently may

become apparent and which are caused by the change.

5. Will reimburse the owner for additional costs for evaluation of the substitution

request, redesign if required, and reapproval by authorities having jurisdiction if

required.

B. Substitutions will not be considered when acceptance would require substantial revision of

the contract documents.

C. Substitutions will not be considered when they are indicated or implied on shop drawing or

product data submittals without separate written request.

D. Substitution requests will not be considered when submitted directly by subcontractor or

supplier.

E. Substitution Request Procedure: Submit written request with complete data substantiating

compliance of the proposed product with the requirements of the contract documents.

1. Submit request to the architect.

2. Submit 4 copies of each request and accompanying data.

3. Submit all requests on a standard form.

F. Data Required with Substitution Request: Provide at least the following data:

1. Identify product by specification section and paragraph number.

2. Manufacturer's name and address, trade name and model number of product (if

applicable), and name of fabricator or supplier (if applicable).

3. Complete product data.

4. Description of changes that will be required in other work or products if the substitute

product is approved.

5. Net amount of change to the connect sum.

6. Statement to the effect of the substitution on the project schedule.

7. Description of changes that will be required in other work products if the substitute

product is approved.

G. The architect will determine acceptability of the proposed substitution.

H. When the proposed substitution is not accepted, provide the product (or one of the products,

as the case may be) specified.



3.05 SCHEDULE OF PRODUCTS

A. Prepare a complete schedule of products used, including the following for each product:

1. Manufacturer's name.

2. Brand or trade name.

3. Model number, if applicable.

4. Reference standard, if more than one is applicable.

5. Arrange products in the schedule by specification sections; indicate paragraph where

specified.

B. Prepare and submit final schedule within 30 days after award of contract.

C. Schedule of products shall not be used to obtain approval of substitute products; make

separate request for substitution.

3.06 OPERATION AND MAINTENANCE DATA

A. Data Required For Products - General:

1. Name of manufacturer and product.

2. Name, address, and telephone number of subcontractor or supplier.

3. Local source of replacements.

4. Local source of replaceable parts and supplies.

B. Product Data: Where product data is specified for inclusion in operation and maintenance

data, provide manufacturer's data sheets marked to indicate specific product and product

options actually installed; delete inapplicable data.

C. Project Record Documents: Provide an additional copy of applicable record documents for

inclusion with the operation and maintenance data.

D. Coordination Drawings: When coordination drawings are prepared, include a copy with the

operating and maintenance data.

E. Form of Data: Prepare data in the form of an instructional manual.

1. Arrange content logically, using section numbers and sequence of sections indicated

on the table of contents of this project manual.

2. When multiple volumes are used, arrange by related subjects; identify contents in

cover title.

3. Assemble into 3-ring binders with maximum 2-inch ring size.

a. Hardback, cleanable plastic covers.

b. Identify each book with title "Operation and Maintenance Instructions"

and project name.

c. Page size 8-1/2 by 11 inches, maximum.

d. Prepare special typewritten data on minimum 20-pound paper.

e. Provide tabbed divider for each product and system.

f. Drawings: Bind in with other data; provide reinforced binding edge; fold

larger drawings to size of pages.

1. Do not use pockets or loose drawings.

4. Provide table of contents for each volume listing:

a. Name of the project.

b. Name, address, telephone number, and contact name of:

1. Architect.

2. Contractor.



c. Index of products and systems included in volume.

d. Equipment: Provide at least the following

information:

1. Product data giving equipment and function

description, with normal operating characteristics and limiting conditions.

2. Starting, operating, and troubleshooting procedures.

3. Cleaning and maintenance requirements and procedures.

4. External finish maintenance required.

5. List of maintenance materials required.

6. List of special tools required.

7. Parts list: List of all replaceable parts, with ordering data.

8. Recommended quantity of spare parts to be maintained in storage.

F. Systems: Provide overall function description, with diagrams prepared especially for this

project.

3.07 TRANSPORTATION AND HANDLING

A. Require supplier to package finished products in a manner which will protect from damage

during shipping, handling, and storage.

B. Transport products by methods which avoid damage.

C. Deliver in dry, undamaged condition in manufacturer's unopened packaging.

D. Provide equipment and personnel adequate to handle products by methods which prevent

damage.

E. Provide additional protection during handling where necessary to prevent damage to products

and packaging.

F. Lift large and heavy components at designated lift points only.

3.08 DELIVERY AND RECEIVING

A. No storage area is available on site; arrange deliveries so that storage is not required.

B. Arrange deliveries of products to allow time for inspection prior to installation.

C. Coordinate delivery to avoid conflict with the work and to take into account both the

conditions at the site and the availability of personnel, handling equipment, and storage space.

D. Clearly mark partial deliveries to identify contents, to permit easy accumulation of entire

delivery, and to facilitate assembly.

E. Promptly inspect shipments and remedy damage, incorrect quantity, incompleteness, improper

or illegible labeling, and noncompliance with requirements of contract documents and

approved submittals.

F. Limited outdoor storage areas are available on site.

G. Store products in accordance with manufacturers instructions with seals and labels intact and



legible.


SHV PASSENGER BOARDING BRIDGES INSTALLATION CONSTRUCTION PROCEDURES


SECTION 01700 - CONSTRUCTION PROCEDURES

PART 1 - GENERAL

1.01 SUMMARY


1. General construction and installation procedures.

2. Correction of defective work.

3. Cleaning during construction.

4. Facility startup.

5. Instruction of the owner's personnel.

6. Project completion procedures.

7. Final extermination.

8. Final cleaning.

1.02 DEFINITIONS

A. Concealed Spaces: Spaces which are not accessible after completion of construction.

B. Damage: Any sort of deterioration whether due to weather, normal wear and tear, accident, or

abuse, resulting in soiling, marring, breakage, corrosion, rotting, or impairment of function.

C. Debris: Rubbish, waste materials, litter, volatile wastes, and similar materials, with the exception of

surplus materials which are to become the property of the owner.

D. Fire Barriers: Any wall, floor, ceiling, or roof which is indicated as having a fire resistance rating.

E. Operational Elements: Equipment, moving parts, electrical conductors, sound and vibration control

materials, waterproofing, vapor retarders, piping, ducts, tanks, and other similar materials and

components which convey or retard the passage of liquids, gases, heat, light, persons, animals, or

insects or which perform a similar function; not including structural elements.

1. Safety-Related Elements: Materials and assemblies whose principal function is the promotion of

the safety of the building and its occupants, including fire and smoke barriers, fireproofing,

emergency egress doors and windows, guardrails, equipment guards, and other similar

construction.

F. Smoke Barriers: Any wall, floor, ceiling, or roof which is indicated as being designed to prevent

passage of smoke and gases; may be indicated as "smoke barrier," "smoke partitions," "smoke wall,"

or similar designation.

G. Spaces Not Normally Occupied: Accessible spaces such as roofs, accessible plenums and shafts,



accessible spaces above ceilings, trenches, equipment vaults, manholes, accessible attics, and

similar spaces, but not including the interior of duct or concealed spaces.

1.03 SUBMITTALS

A. Field Correction Requests: Submit immediately upon discovery of deviation required; include a

detailed description of the problem, recommended changes, and reasons it is not possible to

comply with the contract documents.

B. Certificate of Final Extermination.

C. Startup Reports:

1. Submit within 7 days after startup of item covered by report.

2. Include a statement that the item has been installed properly and is functioning correctly.


a. Item started operation.

b. Date of startup operation.

c. Entity performing startup.

d. Applicable specification section.

e. Results of startup.

f. Signature of person performing startup.

D. Demonstration Reports:

1. Submit within 7 days after each demonstration period.


a. Description of equipment or system demonstrated, cross-referenced to the contract

documents.

b. Date of demonstration.

c. Name and title of person performing demonstration.

d. Name, title, and signature of person observing demonstration.

E. Instruction Reports:

1. Submit within 7 days after each instruction period.


a. Description of instruction provided, cross-referenced to the contract documents.

b. Date(s) and duration of instruction.

c. Names and titles of persons performing instruction.

d. Names, titles, and signatures of persons receiving instruction.

F. Detailed Work Phasing Plan



1. Submit within 7 days of selection as contractor to perform work, a detailed work phasing plan with

proposed duration for each phase generally aligning with the following:

Phase I – GATE 11

- ORDER SOIL BORING (SUBMIT PROPOSAL FOR APPROVAL PRIOR TO AWARDING

SUBCONTRACTOR NOTICE TO PROCEED)

- NOTIFY ARCHITECT/SHREVEPORT AIRPORT AUTHORITY AT LEAST 4 WEEKS PRIOR TO

PLANNED WORK SO THAT TIMELY SUBMITTAL FOR APPROVAL OF FORM 7460 (NOTICE OF

OBSTRUCTIONS OR ALTERATION) CAN BE ACHIEVED

- OBTAIN ALL OTHER PERMITS NECESSARY VIA STATE, CITY OR ANY OTHER AUTHORITIES

HAVING JURISDICTION PRIOR TO PROCEEDING WITH ANY WORK

- ISSUE NOTICE TO PROCEED TO SOIL BORING SUBCONTRACTOR

- SUBMIT FOR ARCHITECT/OWNER APPROVAL A BOARDING BRIDGE SHUTDOWN CHECKLIST

TO INCLUDE ALL ENERGIZED, MOVING AND WEARABLE ITEMS NECESSARY FOR

OPERATION OF EXISTING BOARDING BRIDGE

- ONCE APPROVED, PERFORM INSPECTION AND COMPLETE FULL CHECKLIST OF ALL

BOARDING BRIDGE OPERATING ELEMENTS

O DOCUMENT ALL NON-WORKING OR DAMAGED ITEMS

O DOCUMENT AND NOTE CONDITION OF ALL WORKING ITEMS

- SUBMIT COMPLETED CHECKLIST TO ARCHITECT/OWNER FOR APPROVAL PRIOR TO

PROCEEDING TO NEXT STEP

- CONFIRM POWER SOURCES AND FOLLOW MANUFACTURER RECOMMENDED SHUT DOWN

PROCEDUCRES FOR DEWBRIDGE MODEL BOARDING BRIDGE

- DE-COMMISSION ALL ENERGIZED COMPONENTS OF GATE 11

- REMOVE ALL ACCESSORIES FROM EXISITNG BOARDING BRIDGE, INCLUDING BUT NOT

LIMITED TO: EXISTING BAGGAGE ELEVATOR AND POWER SOURCE (DEMO AND STORE

PER OWNER’S REQUEST), EXISTING PANDAGRAPH POWER SUPPLY’S, EXISTING HOISTS,

EXISTING EXTERIOR ACCESS STAIR, EXISTING 400 HZ POWER UNIT AND STORE

ACCORDINGLY AS INSTRUCTED BY OWNER

- DECONSTRUCT BOARDING BRIDGE AND REMOVE FROM AIRPORT PREMISES

- INSTALL TEMPORARY BUILDING CLOSURE AT TRANSITION BETWEEN BUILDING AND

ROTUNDA (SEE ARCH DETAILS)

- DEMO EXISTING PEDESTAL AND FOUNDATION @ MAIN COLUMN SUPPORT (SEE

STRUCTURAL DRAWINGS)

- DEMO AS NEEDED TO INSTALL NEW FOUNDATION (SEE STRUCTURAL DRAWINGS)

- SUBMIT SOIL BORING RESULTS FOR REVIEW/COORDINATION OF STRUCTURAL DRAWINGS

WITH FIELD VERIFIED FINDINGS

- PROCEED WITH APPROVED FOUNDATION CONSTRUCTION

- PROCEED WITH ANY REQURIED ELECTRICAL UPGRADES OR NEW POWER RUNS TO SUPPLY

NEW BOARDING BRIDGE

- TAKE DELIVERY OF NEW BOARDING BRIDGES (THIS CAN OCCUR AT ANY POINT PRIOR PER

CONTRACTOR’S DISCRETION, BUT NOT AFTER THIS POINT)



- INSTALLATION CONTRACTOR IS RESPONSBILE FOR OFFLOADING ALL PASSENGER

BOARDING BRIDGE COMPONENTS AND ADEQUATE WEATHERPROOF PROTECTION TO

LAST UNTIL BRIDGES CAN BE REINSTALLED

- INSTALL NEW BOARDING BRIDGE

- RE-INSTALL HOIST

- INSTALL ALL NEW POWER (INCLUDING PREVIOUSLY REMOVED 400 HZ UNIT)

- INSTALL EXTERIOR BUILDING CONNECTION FLASHING KIT (JETWAY APPROVED)

- INSTALL INTERIOR BUILDING CONNECTION FLASHING KIT (JET WAY APPROVED)

- JETWAY APPROVED CONTRACTOR TO COMMISION NEW BOARDING BRIDGE AND APPROVE

FOR OPERATION

- COMMISIONING AND TRAINING ON OPERATION OF NEW PASSENGER BOARDING BRIDGES

TO BE BY JBT AEROTECH OR APPROVED EQUALLY QUALIFIED VENDOR (SEE SECTION

01600 FOR SUBSTITUTION APPROVAL)

- BOARDING BRIDGE OPERATION COMMENCE

PHASE II – GATE 5

- SUBMIT FOR APPROVAL OF FAA AND AIRPORT OPERATIONS TEAM, FORM 7460 (NOTICE OF

OBSTRUCTIONS OR ALTERATION) AT LEAST 2 WEEKS PRIOR TO PLANNED WORK THAT

WILL USE ANY CRANES OR OTHER MACHINERY THAT WILL EXTEND HIGHER THAN 10’

ABOVE THE APRON LEVEL













PROCEDUCRES FOR TISSON MODEL BOARDING BRIDGE



LIMITED TO: EXISTING BAGGAGE ELEVATOR AND POWER SOURCE (DEMO AND STORE

PER OWNER’S REQUEST), EXISTING PANDAGRAPH POWER SUPPLY’S, EXISTING HOISTS,

EXISTING EXTERIOR ACCESS STAIR, EXISTING PORTABLE POWER UNIT AND EXISTING PC

AIR BOARDING BRIDGE HVAC UNIT AND STORE ACCORDINGLY AS INSTRUCTED BY

OWNER

- DECONSTRUCT BOARDING BRIDGE AND REMOVE FROM AIRPORT PREMISES






NEW BOARDING BRIDGE (SEE ELECTRICAL DRAWINGS)






- INSTALL REFURBISHED BOARDING BRIDGE

- RE-INSTALL HOIST





FOR OPERATION


PHASE III – GATE 9




















PROCEDUCRES FOR JETWAY MODEL BOARDING BRIDGE



LIMITED TO: EXISTING BAGGAGE CHUTE/ACCESS STAIR, EXISTING PANDAGRAPH

POWER SUPPLY’S, EXISTING HOIST(S), EXISTING AND STORE ACCORDINGLY AS

INSTRUCTED BY OWNER



- REMOVE BOARDING BRIDGE AND STORE TO MAINTAIN WEATHERPROOF ENVIRONMENT

UNTIL RE-INSTALLATION AT GATE 12



- DEMO EXISTING PEDESTAL AND FOUNDATION @ MAIN COLUMN SUPPORT (SEE

STRUCTURAL DRAWINGS)






NEW BOARDING BRIDGE






- INSTALL REFURBISHED BOARDING BRIDGE

- RE-INSTALL HOIST





FOR OPERATION





PHASE IV – GATE 3



















NEW BOARDING BRIDGE






- INSTALL NEW BOARDING BRIDGE

- RE-INSTALL HOIST




FOR OPERATION





PHASE V – GATE 12 (RELOCATED FROM GATE 9)

















NEW BOARDING BRIDGE








- INSTALL NEW PASSENGER BOARDING BRIDGE

- RE-INSTALL HOIST




FOR OPERATION






A. Cleaning: Perform cleaning in accordance with the recommendations of the manufacturer or

fabricator of the product or system. Use only cleaning materials and tools which are specifically

recommended, which are not hazardous to health or property, and which will not damage finishes.


A. Take precautions to prevent fires and to facilitate fire-fighting operations.

1. Keep flammable materials in non-combustible containers; store away from potential fire

sources; remove flammable waste regularly.

2. Keep temporary and permanent fire fighting facilities readily accessible; keep fire fighting

routes open.

3. Do not allow smoking in areas where highly combustible or explosive materials are present.

4. Carefully supervise the operation of potential fire sources, including heating units.

5. Conduct welding operations in manner to prevent fire; comply with local regulations.

B. Take precautions to prevent accidents due to physical hazards:

1. Provide barricades, warning lights, or signs as required to inform personnel and the public of

the hazard being protected against.

2. Safety barricades: Comply with regulations.

3. Provide temporary walkways where walking surfaces are hazardous.

C. Take care to prevent pollution of air, water, and soil.



1. Comply with environmental protection regulations.

2. Limit effluent and rainwater runoff into waterways as required by regulations.

3. Do not dump contaminants in areas that will result in contamination of waterways.

D. Minimize discharge of effluent and rainwater runoff into sewers.

1. Control sediment discharge into sewers; filter out construction debris, soil, and contaminants.

2. Comply with regulations and orders of public utilities regarding use of sewers.

3. Where disposal of effluent or rainwater by means of sewers is not lawful or is not possible,

provide alternative methods of disposal.

E. Prevent erosion due to rainwater runoff.

F. Control windblown dust; prevent erosion to site and nuisance to neighbors.

G. Prevent flooding of excavations, below-grade construction, and adjacent properties due to rainwater

runoff.

H. Protect existing property indicated to remain, including:

1. Plants and trees, as indicated on the drawings and as identified by owner. Erect fencing

around drip lines of trees. Areas within the drip lines of trees shall be off limits to construction

activities including but not limited to parking and storage of materials.

2. Existing property, as indicated on the drawings.

I. Do not use tools or equipment which produce harmful levels of noise.

J. Keep the site and adjacent public ways free of hazardous and unsanitary conditions and public

nuisances.

K. Control rodents and other pests; prevent infestation of adjacent sites and buildings due to pests on

this site.

L. Keep public streets free of debris and material storage due to this work.

M. Provide adequate traffic control by means of signs, signals, and flagmen, as necessary.

N. Provide temporary means of draining roofs where required.

O. Conduct construction operations so that no part of the work and no part of the existing construction

is subjected to damaging operations or influences which are in excess of those to be expected

during normal occupancy conditions.


iA PROJECT NO. 2056 01700-

10

P. Conduct construction operations so that waste of power, water, and fuel is avoided.

Q. Provide temporary supports as required to prevent movement and structural failure.

R. Install products only during environmental conditions which will ensure the best possible results.

1.06 SEQUENCING AND SCHEDULING

A. Install products only at the time and in the sequence which will ensure the best possible results.

B. Coordinate required administrative activities with related construction activities.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

3.01 GENERAL EXAMINATION REQUIREMENTS

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. Before construction, verify the location and invert elevation at points of connection of sanitary

sewer, storm sewer, and water-service piping; and underground electrical services.

2. 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. Written Report: Where a written report listing conditions detrimental to performance of the

Work is required by other Sections, include the following:



11

a. Description of the Work.

b. List of detrimental conditions, including substrates.

c. List of unacceptable installation tolerances.

d. Recommended corrections.

2. Verify compatibility with and suitability of substrates, including compatibility with existing

finishes or primers.

3. Examine roughing-in for mechanical and electrical systems to verify actual locations of

connections before equipment and fixture installation.

4. Examine walls, floors, and roofs for suitable conditions where products and systems are to

be installed.

5. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

6. Conditions which could have been discovered by examination will not be allowed as cause for

claims for extra work.

3.02 PREPARATION

A. Existing Utility Information: Furnish information to the local utility and the 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



12

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. General:

1. Establish benchmarks and control points to set lines and levels at each story of construction

and elsewhere as needed to locate each element of Project.

2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required

dimensions.

3. Inform installers of lines and levels to which they must comply.

4. Check the location, level and plumb, of every major element as the Work progresses.

5. Notify Architect when deviations from required lines and levels exceed allowable tolerances.

6. Close site surveys with an error of closure equal to or less than the standard established by

authorities having jurisdiction.

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and

topsoil placement, utility slopes, and invert elevations.

D. Verify that utility requirements of operating equipment are compatible with building utilities.

3.04 GENERAL INSTALLATION PROCEDURES

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.

4. Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling.

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.



13

E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

F. 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.

G. 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.

H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered

hazardous.

I. Coordinate exact locations of fixtures and outlets with finish elements.

J. Install work in such manner and sequence as to preclude, if possible, or at least to minimize, cutting

and patching.

1. Do not cut any structural elements.

K. Existing Construction:

1. Perform work in existing construction in same manner as for new construction unless

otherwise specified.

2. Where a new surface exposed to view is an extension of any existing surface, align both

surfaces without a change of plane and make a neat transition between finishes.

a. If a change of plane is necessary due to the configuration of the existing surface,

obtain instructions from the architect.

3. Where portions of existing work are removed, patch remaining work with neat transitions

between remaining surfaces without evidence of cutting.

a. Where neat transitions between remaining surfaces are not possible due to

configuration of existing surfaces, obtain instructions from the architect.

4. Where existing construction is removed, remove existing utility services located within or upon

the existing construction.

a. Cap cut ends of abandoned piping, conduit, and duct in such a manner that they are

concealed in finish work.

3.05 CLEANING AND PROTECTION



14

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: Clean exposed surfaces and protect as necessary to ensure freedom from

damage and deterioration at time of Substantial Completion.

G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed.

Completely remove paint, mortar, oils, putty, and similar materials.

1. Thoroughly clean piping, conduit, and similar features before applying paint or other

finishing materials. Restore damaged pipe covering to its original condition.

H. 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.

I. 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.



15

J. 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.

K. 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.

L. Protect installed work from soiling and damage.

1. Provide protective coverings as required.

2. Provide protective coverings for work which may be damaged by subsequent operations.

3. Where heavy abuse is expected, use minimum of plywood for protection.

4. Maintain protective coverings until substantial completion.

5. Comply with manufacturers written instructions for temperature and relative humidity.

3.02 INSTALLATION OF COMPONENTS

A. Install all products in accordance with manufacturer's instructions and recommendations, whether

conveyed in writing or not.

B. Mounting Heights: Where mounting heights are not indicated, mount at heights directed by the

architect.

C. Separate incompatible materials with suitable materials or spacing.

5. Prevent cathodic corrosion.

D. Provide all anchors and fasteners required and use methods necessary to securely fasten work.

1. Allow for thermal expansion and contraction, and for building movement.

E. After installation, adjust operating components to proper operation.

3.03 PROCEDURES FOR CORRECTION OF WORK

A. The following must be replaced (repair is not acceptable):

1. Damaged surfaces exposed to view which cannot be repaired without visible evidence of

repair.

2. Components which cannot be repaired to proper operating condition.



16

3. Chipped and broken glass.

4. Scratched transparent materials.

5. Scratched reflective surfaces.

B. Repair or Replace:

1. Components which do not operate properly.

2. Surfaces exposed to view which cannot be cleaned to original condition.

3. Permanent facilities used during construction.

4. Other defective work.

C. Acceptable Repair Methods:

1. Replacing parts.

2. Refinishing.

3. Touching up with matching materials.

4. Proper adjustment of equipment.

D. When it is necessary to deviate from the contract documents in order to accomplish corrective

action, submit a field correction request.

E. Restore permanent facilities used during construction to specified condition.

F. Restore existing facilities used during construction, and existing facilities affected by construction

operations, to original condition.

3.04 FACILITY STARTUP

A. Put each item of equipment and each system into full, satisfactory operation.

B. Prior to Startup:

1. Verify that equipment and systems are complete, correctly connected to utilities, and tested.

a. Comply with requirements of manufacturer.

2. Inspect and test as required to ensure that work is installed as specified and to determine

suitability for energizing.

3. Provide power and fuel for startup and testing.

4. Change over from temporary to permanent utility sources.

5. Re-adjust and lubricate operating components as required to ensure smooth and unhindered

operation.

a. Check drive rotations, belt tension, control sequences, and other features which might

cause damage if not properly adjusted.



17

6. When specified or when required by manufacturer, have manufacturer's representative

prepare for startup or supervise such preparation.

C. Notify the architect at least 5 days prior to startup of each item and system.

D. Execute startup under supervision of responsible personnel in accordance with the manufacturer's

instructions.

1. When specified or when required by manufacturer, have manufacturer's representative

perform startup.

E. After startup, adjust equipment and systems as required for proper operation.

1. Where specified, perform tests or inspections to determine status of operation.

F. Demonstrate the operation and maintenance of equipment and systems to personnel designated by

the owner, prior to final payment.

1. Have final operating and maintenance data available during demonstration.

G. For equipment and systems which have different operation at different seasons, demonstrate

operation during subsequent seasons until fully demonstrated.

3.5 INSTRUCTION OF THE OWNER'S PERSONNEL

A. Instruct personnel designated by the OWNER in the operation and maintenance of equipment and

systems, prior to final payment.

1. Explain all modes of operation and types of maintenance required.

2. Demonstrate all functions, including startup, operation, control, adjustment, troubleshooting,

servicing, maintenance, and shutdown.

3. Review terms of warranties and procedures for obtaining warranty service.

4. Review maintenance agreements and other similar commitments which extend past final

completion.

5. Have operating and maintenance data available for use during instruction.

a. Review contents in detail.

b. Prepare and insert additional data when need for such becomes apparent during

instruction.

B. Arrange times and places of instruction with the University.



18

1. Provide a minimum of 1 hour of instruction for each item of equipment and each system,

unless otherwise specified.

C. Provide instruction by qualified personnel of the contractor, unless otherwise specified.

D. For equipment and systems which have different operation at different seasons, provide instruction

during subsequent seasons until all modes of operation have been covered.

3.6 FINAL CLEANING

A. Remove materials and equipment which are not part of the work and all debris from the site prior to

substantial completion.

1. Remove all surplus materials which are to remain property of the contractor; obtain the

owner's instructions as to disposition of surplus material remaining on site and deliver, store,

or dispose of as directed.

2. Remove protective coverings.

3. Remove temporary facilities.

B. Dispose of debris in a lawful manner.

1. Do not burn or bury debris on the site.

2. Do not dispose of volatile wastes in storm or sanitary drains.

C. Perform final cleaning prior to requesting inspection for substantial completion.

1. Use only professional cleaners.

2. Clean to the level of cleanliness that would be expected by a commercial building owner from

a janitorial service.

D. Clean entire project site and grounds.

1. Clean up landscaped areas.

2. Broom clean paved areas.

3. Rake smooth all exposed earth surfaces.

4. Remove snow and ice from building and site accesses.

E. In spaces to be occupied, remove dirt, stains, and other foreign substances from all accessible

surfaces and remove nonpermanent labels.

F. Remove debris from roofs, gutters, downspouts, and roof drains.



19

G. In spaces not normally occupied, remove debris and surface dust and wipe equipment clean,

removing excess lubrication, paint, and other foreign substances.

H. Remove paint and other coatings from permanent labels and from mechanical and electrical

equipment nameplates.

I. Leave the project clean and ready for occupancy.

3.7 PROJECT COMPLETION PROCEDURES

A. Complete the work, prior to substantial completion, as required to obtain consent to occupancy from

the governing authorities.

B. Arrange for final inspections by governing authorities to be accomplished prior to substantial

completion.

1. Obtain certificate of occupancy.

C. Prepare as built drawings.

D. If temporary locking systems differ from permanent locking systems, change over to permanent

systems prior to substantial completion.

E. Final Extermination: Engage a licensed exterminator to make final inspection and rid the project of

rodents, insects, and other pests.


SHV PASSENGER BOARDING BRIDGES INSTALLATION CUTTING AND PATCHING


SECTION 01731 - CUTTING AND PATCHING

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Condi-

tions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Demolition and removal of selected portions of a building or structure.

2. Demolition and removal of selected site elements.

3. Repair procedures for selective demolition operations.

4. Procedural requirements for cutting and patching.

5. Procedural requirements for patching existing conditions found to be Life Safety violation.

B. Use specified cutting and patching procedures when cutting or patching is required for any of the

following activities:

1. Fitting the parts of the work together.

2. Modifying existing construction.

3. Repairing existing work to remain.

4. Installing ill-timed work.

5. Removing and replacing defective and nonconforming work.

6. Removing samples of work for testing.

7. Making openings in elements of work for penetrations, such as for piping, conduit, duct, and the

like.

8. Uncovering work for observation.

9. Repairing damage.


A. Structural Elements: Do not cut and patch structural elements in a manner that could change their

load-carrying capacity or load-deflection ratio.

B. Operational Elements: Do not cut and patch operating elements and related components in a

manner that results in reducing their capacity to perform as intended or that results in increased

maintenance or decreased operational life or safety.

C. Visual Requirements: Do not cut and patch construction in a manner that results in visual evi-

dence of cutting and patching. Do not cut and patch construction exposed on the exterior or in

occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic

qualities. Remove and replace construction that has been cut and patched in a visually unsatis-

factory manner.




A. Owner assumes no responsibility for condition of areas to be selectively demolished.

1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner

as far as practical.

B. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

C. Utility Service: Maintain existing utilities indicated to remain in service and protect them against

damage during selective demolition operations.

1.5 1.5 WARRANTY

A. A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or dam-

aged during cutting and patching operations, by methods and with materials so as not to void ex-

isting warranties.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Comply with requirements specified in other Sections of these Specifications.

B. Patching Materials: Identical to the materials of the work to be cut, unless indicated as specific ma-

terials specified in other sections.

1. For exposed materials for closing up openings, use materials identical to those of the adja

cent construction; concealed materials are not required to be identical.

2. If identical materials are not available or cannot be used, use materials that provide best

visual match; obtain approval of the architect.

3. Use materials that perform equally as well as, or better than, the material cut.

4. If necessary, determine composition of existing materials to be patched by testing.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to

be performed.

1. Compatibility: Before patching, verify compatibility with and suitability of substrates, includ-

ing compatibility with existing finishes or primers.

2. Take precautions to avoid damage to unanticipated utilities and structural elements. If such

elements are encountered, report nature and extent to the architect and request instructions

as to how to proceed.

3. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.



B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide

protection from adverse weather conditions for portions of Project that might be exposed during

cutting and patching operations.

C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to

adjoining areas.

D. Existing Services: Where existing services are required to be removed, relocated, or abandoned,

bypass such services before cutting to avoid interruption of services to occupied areas.

3.3 PERFORMANCE

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patch-

ing at the earliest feasible time, and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of

other construction, and subsequently patch as required to restore surfaces to their original

condition.

2. Where new work is inserted into or through the work that is cut, fit the patched work tightly

to the new work.

3. Repair substrate prior to patching finish.

B. Concealed Work: Uncover the concealed work, cut and patch, and patch the covering work.

C. Concrete and Masonry: Use saws or drills which produce a neat cut; remove in small sections.

D. Insulation: Replace insulation whenever it is cut in order to modify the element it is insulating.

E. Slabs on Grade: Use methods that will not crack or disturb adjacent slabs or partitions.

F. Operational Elements: Maintain capacity to perform in the manner intended, including energy per-

formance; do not cut or patch in any manner that would increase maintenance requirement, de-

crease life expectancy, or decrease safety.

G. Safety-Related Elements: Do not cut or patch in a manner that would result in decreased safety.

H. Fire/Smoke Barriers: Do not cut more than absolutely necessary.

1. Cut penetration holes to sizes required for penetration seal assemblies required.

2. Patch all oversize holes and cuts made in error.

3. Perform patching in a manner which complies in all respects with the original construction;

if not possible, report nature of difficulty to the architect and request instructions.

I. Protect that part of the project which is exposed during cutting and patching operations from ad-

verse weather.

J. Cover openings made whenever they are not in use.

3.4 Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar op-

erations, including excavation, using methods least likely to damage elements retained or adjoin-

ing construction. If possible, review proposed procedures with original Installer; comply with origi-

nal Installer's written recommendations.



1. In general, use hand or small power tools designed for sawing and grinding, not hammering

and chopping. Cut holes and slots as small as possible, neatly to size required, and with

minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed

surfaces.

3. Concrete/Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-

core drill.

4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections

where required by cutting and patching operations.

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be re-

moved. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent en-

trance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

B. Temporary Enclosures: Provide temporary enclosures for protection of existing building and con-

struction, 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, provide in-

sulated temporary enclosures. Coordinate enclosure with ventilating and material drying or

curing requirements to avoid dangerous conditions and effects.

C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations fol-

lowing performance of other Work. Patch with durable seams that are as invisible as possible.

Provide materials and comply with installation requirements specified in other Sections of these

Specifications.

1. Inspection: Where feasible, test and inspect patched areas after completion to demon-

strate integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration

into retained adjoining construction in a manner that will eliminate evidence of patching and

refinishing.

a. For continuous surfaces, extend refinish to nearest intersection, with a neat transition to

adjacent surfaces.

b. For assemblies: Refinish entire unit.

c. Painted piping, conduit, and duct: Clean and repaint.

3. Floors and Walls: Where walls or partitions that are removed extend one finished area into

another, patch and repair floor and wall surfaces in the new space. Provide an even surface

of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings

and replace with new materials, if necessary, to achieve uniform color and appearance.

a. Where patching occurs in a painted surface, apply primer and intermediate paint

coats over the patch and apply final paint coat over entire unbroken surface contain-

ing the patch. Provide additional coats until patch blends with adjacent surfaces.

4. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane

surface of uniform appearance.

5. Remove and replace work which is patched in a visually unacceptable manner.


SHV PASSENGER BOARDING BRIDGES INSTALLATION CLOSEOUT PROCEDURES

iA PROJECT NO. 2056 01770 -1

SECTION 01770 - CLOSEOUT PROCEDURES

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Condi-

tions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout, including,

but not limited to, the following:

1. Inspection procedures.

2. Operation and maintenance manuals.

3. Warranties.

4. Instruction of Owner's personnel.

5. Final cleaning.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Comple-

tion, 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 releas-

es.

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 Own-

er. 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 per-

sonnel 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, along with mockups, construc-

tion 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 mainte-

nance.

13. Complete final cleaning requirements, including touchup painting.

14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual de-

fects.


iA PROJECT NO. 2056 01770 -2

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of re-

quest, 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 Con-

tractor 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. Results of completed inspection will form the basis of requirements for Final Completion.

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Comple-

tion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section "Payment Proce-

dures."

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 require-

ments.

4. Submit pest-control final inspection report and warranty.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equip-

ment, and systems. [Submit demonstration and training videotapes.]

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Ar-

chitect 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. Reinspection: If reinspection is required because the contractor has failed to complete

punchlist items the contractor agrees to pay for the architect's time required to inspect and

document the first inspection. The contractor will request re-inspection after payment is

made and when the Work identified in previous inspections as incomplete is completed or

corrected.

1.5 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Maintain and protect

Project Record Documents and Fire Marshal Review Documents at the site from deterioration and

loss. Provide access to Project Record Documents and Fire Marshal set for Architect's or Inspec-

tor's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract

Drawings and Shop Drawings.

1. 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 cannot be readily

identified and recorded later.

b. Accurately record information in an understandable drawing technique.

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

before enclosing concealed installations.


iA PROJECT NO. 2056 01770 -3

d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing

actual physical conditions, completely and accurately. Where Shop Drawings are

marked, show cross-reference on Contract Drawings.

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

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

3. Mark important additional information that was either shown schematically or omitted from

original Drawings.

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

and similar identification where applicable.

5. Identify and date each Record Drawing; include the designation "PROJECT RECORD

DRAWING" in a prominent location. Organize into manageable sets; bind each set with du-

rable paper cover sheets. Include identification on cover sheets.

6. Before substantial completion review record drawings with the architect. Upon authorization

by the architect prepare a full set of transparencies and electronic files of the contract draw-

ings with all recorded changes marked

7. The architect will make available original drawing files for the contractor to prepare as-built

documents. Electronic files shall be prepared as follows:

a. Autocad release 2000 or later

b. Provide new layers - CO1-All for all items changed or modified by Change Order 1.

Each subsequent Change Order would be located on separate layers with similar

nomenclature, (CO2, CO3…) (ADDEN1….for addendum changes), (FIELD1…. For

field modification and actual conditions).

c. As-Built set shall include all drawings whether changed or not.

d. Electronic files shall be submitted on CD's.

C. Record Specifications: Submit one copy of Project's Specifications, including addenda and con-

tract modifications. Mark copy 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. Note related Change Orders, Record Drawings, and Product Data, where applicable.

D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate

the actual product installation where installation varies substantially from that indicated in Product

Data.

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 manu-

facturer's written instructions for installation.

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

ble.

E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specifica-

tion Sections for miscellaneous record keeping and submittal in connection with actual perfor-

mance of the Work. Bind or file miscellaneous records and identify each, ready for continued use

and reference.

1.6 OPERATION AND MAINTENANCE MANUALS


iA PROJECT NO. 2056 01770 -4

A. Assemble a complete set of operation and maintenance data indicating the operation and mainte-

nance of each system, subsystem, and piece of equipment not part of a system. Include opera-

tion and maintenance data required in individual Specification Sections and as follows:

1. Operation Data:

a. Emergency instructions and procedures.

b. System, subsystem, and equipment descriptions, including operating standards.

c. Operating procedures, including startup, shutdown, seasonal, and weekend opera-

tions.

d. Description of controls and sequence of operations.

e. Piping diagrams.

2. Maintenance Data:

a. Manufacturer's information, including list of spare parts.

b. Name, address, and telephone number of Installer or supplier.

c. Maintenance procedures.

d. Maintenance and service schedules for preventive and routine maintenance.

e. Maintenance record forms.

f. Sources of spare parts and maintenance materials.

g. Copies of maintenance service agreements.

h. Copies of warranties and bonds.

B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and

index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to ac-

commodate contents, with pocket inside the covers to receive folded oversized sheets. Identify

each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL,"

Project name, and subject matter of contents.

1.7 WARRANTIES

A. Organize warranty documents into an orderly sequence based on the table of contents of the Pro-

ject Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thick-

ness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch (115-

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 in-

stallation, 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.

B. 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.


iA PROJECT NO. 2056 01770 -5

PART 3 - EXECUTION

3.1 DEMONSTRATION AND TRAINING

A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and

equipment not part of a system.

1. Provide instructors experienced in operation and maintenance procedures.

2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal op-

eration, provide similar instruction at the start of each season.

3. Schedule training with Owner, with at least ten days advance notice.

4. Coordinate instructors, including providing notification of dates, times, length of instruction,

and course content.

B. Program Structure: Develop an instruction program that includes individual training modules for

each system and equipment not part of a system, as required by individual Specification Sections.

For each training module, develop a learning objective and teaching outline. Include instruction

for the following:

1. System design and operational philosophy.

2. Review of documentation.

3. Operations.

4. Adjustments.

5. Troubleshooting.

6. Maintenance.

7. Repair.

3.2 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 mainte-

nance 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. Remove tools, construction equipment, machinery, and surplus material from Project

site.

d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,

free of stains, films, and similar foreign substances. Avoid disturbing natural weath-

ering of exterior surfaces. Restore reflective surfaces to their original condition.

e. Remove debris and surface dust from limited access spaces, including roofs, ple-

nums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

f. Sweep concrete floors broom clean in unoccupied spaces.

g. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo

if visible soil or stains remain.

h. Clean transparent materials, including mirrors and glass in doors and windows. Re-

move glazing compounds and other noticeable, vision-obscuring materials. Replace


iA PROJECT NO. 2056 01770 -6

chipped or broken glass and other damaged transparent materials. Polish mirrors

and glass, taking care not to scratch surfaces.

i. Remove labels that are not permanent.

j. 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.

k. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and simi-

lar equipment. Remove excess lubrication, paint and mortar droppings, and other

foreign substances.

l. Replace parts subject to unusual operating conditions.

m. Clean plumbing fixtures to a sanitary condition, free of stains, including stains result-

ing from water exposure.

n. Replace disposable air filters and clean permanent air filters. Clean exposed surfac-

es of diffusers, registers, and grills.

o. Clean ducts, blowers, and coils if units were operated without filters during construc-

tion.

p. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Re-

place 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 require-

ments for new fixtures.

q. Leave Project clean and ready for occupancy.

C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid

Project of rodents, insects, and other pests. Prepare a report.

D. 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.


PROJECT MANUAL

FOR:

SHV Passenger Boarding Bridges Installation

Shreveport, Louisiana

OWNER:

SHREVEPORT AIRPORT AUTHORITY

5106 HOLLYWOOD AVENUE

SHREVEPORT, LA 71109

PREPARED BY:

iARCHiTECTURE, llc

417 Lake Street


318-828-1637

iA Project No. 2056

DATE OF ISSUE: March 1, 2021

SECTION 00001 TITLE PAGE PROJECT MANUAL FOR: SHV …

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Transcript of SECTION 00001 TITLE PAGE PROJECT MANUAL FOR: SHV …