LNAA-CO-26-001 Part III, General Specifications.pdf
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- Lehigh County, Allentown City, Pennsylvania
About this file
This is a General Specifications document for the Lehigh-Northampton Airport Authority (LNAA) LNAA-CO-26-001 Parking Garage Development and Elevated Pedestrian Walkway Program, issued for bid on July 21, 2026. The project comprises two coordinated packages: Package A involves construction of a five-tier parking garage structure approximately 404,428 square feet (238 feet wide by 338 feet long by 47 feet high) with precast concrete construction, including site utilities modifications, stormwater management, and site grading; Package B includes an elevated pedestrian walkway with a 2,050 square-foot conditioned, enclosed walkway at the third level and a three-story vertical circulation core (2,275 square feet) connecting the existing terminal to the new garage, featuring steel framing, concrete-filled metal deck, PVC roofing, rain-screen cladding, and aluminum curtain wall fenestration. The project will be constructed in eight phased stages beginning with site preparation and utilities (Phase 1A and 1B, 180 days after Construction Notice to Proceed), followed by foundation installation (Phase 2a-2d, 300 days), superstructure of the pedestrian walkway (Phase 3, 350 days), elevator and escalator completion (Phase 4, 410 days), precast concrete erection (Phase 5, 540 days), pedestrian walkway enclosure (Phase 6, 590 days), parking garage elevator completion (Phase 7, 650 days), and final site work and project closeout (Phase 8, 735 days). The mandatory pre-bid meeting is scheduled for August 4, 2026, at 1:00 p.m. at the LNAA Boardroom with at least one in-person company representative required to attend. Sealed proposals are due by 4:00 p.m. on Thursday, September 10, 2026, via www.PennBid.net, with public opening at the LNAA Boardroom at the same time and location. All proposals must remain valid for 120 days from the bid opening date.
The project involves multiple coordinated contracts including General Construction, Precast Structure, Plumbing, HVAC, and Electrical contracts, with a Construction Manager serving as the Project Coordinator responsible for overall coordination between contracts. Allowances include 1,000 cubic yards of mass rock removal and replacement, 10 cubic yards of trench rock removal and replacement, 3,000 linear feet of fiber optic cable installation, and $175,000 for natural gas line modification and installation. Unit prices are established for rock excavation, trench excavation, fiber optic installation, additional load pile tests, structural fill placement, sidewalk stone sub-base, concrete curbing, traffic deck coating, and precast concrete erection crane rental. Six alternates are available for Package A including one or two additional elevators, security louvers, bird deterrence, touchless elevator controls, and pedestrian canopy extension; six alternates are available for Package B including arrivals road ceiling/soffit replacement, terminal steel structure painting, terminal brick painting, arrival roadway doorway replacement, touchless elevator controls, and terminal roof panel replacement. The Work restrictions include on-site work hours from 8:00 p.m. to 4:00 a.m. for disruptive activities in existing buildings and specified restrictions for ramp closures, with the contractor permitted to impose full closure restrictions on no more than 14 days cumulatively for departures ramp closures, 21 days for arrivals ramp closures, and 28 days for full closure of both ramps. Owner-furnished, contractor-installed products include security cameras, card readers, and tire inflation stations; owner-furnished, owner-installed products include flight information display monitors, advertising signage, luggage cart corrals, AEDs, walk-off mats, and trash receptacles.
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LEHIGH VALLEY INTERNATIONAL AIRPORT LNAA-CO-26-001
PARKING GARAGE / WALKWAY PROGRAM ISSUED FOR BID
JULY 21, 2026
TECHNICAL PROVISIONS GENERAL SPECIFICATIONS – GS.1
TECHNICAL PROVISIONS
PART III
General Specifications for Overall Program
PARKING GARAGE / WALKWAY PROGRAM ISSUED FOR BID
JULY 21, 2026
TECHNICAL PROVISIONS GENERAL SPECIFICATIONS – GS.2
THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK
PARKING GARAGE AND WALKWAY PROGRAM ISSUED FOR BID
JULY 2026
AECOM
TECHNICAL PROVISIONS PACKAGE A & B 1 - 1
TABLE OF CONTENTS
Division Section Title Date
Procurement And Contracting Documents Group
A:B – Denotes Specification Division or individual section covering the requirements for both project packages; Parking
Garage Development (A) and the Elevated Pedestrian Walkway (B).
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTSA:B
000101 PROJECT TITLE PAGE 07/21/2026
003119 EXISTING CONDITIONS INFORMATION 07/21/2026
003132 GEOTECHNICAL DATA 07/21/2026
003143 PERMIT APPLICATION 07/21/2026
006000 PROJECT FORMS 07/21/2026
009113 ADDENDA 07/21/2026
General Requirements Subgroup
DIVISION 01 - GENERAL REQUIREMENTSA:B
010000 GENERAL REQUIRMENTS 07/21/2026
011000 SUMMARY 07/21/2026
011200 MULTIPLE CONTRACT SUMMARY 07/21/2026
012100 ALLOWANCES 07/21/2026
012200 UNIT PRICES 07/21/2026
012300 ALTERNATES 07/21/2026
012500 SUBSTITUTION PROCEDURES 07/21/2026
012600 CONTRACT MODIFICATION PROCEDURES 07/21/2026
012900 PAYMENT PROCEEDURES 07/21/2026
013100 PROJECT MANAGEMENT AND COORDINATION 07/21/2026
013200 CONSTRUCTION PROGRESS DOCUMENTATION 07/21/2026
013233 PHOTOGRAPHIC DOCUMENTATION 07/21/2026
013300 SUBMITTAL PROCEDURES 07/21/2026
014000 QUALITY REQUIREMENTS 07/21/2026
014200 REFERENCES 07/21/2026
015000 TEMPORARY FACILITIES AND CONTROLS 07/21/2026
015639 TEMPORARY TREE AND PLANT PROTECTION 07/21/2026
016000 PRODUCT REQUIREMENTS 07/21/2026
017300 EXECUTION 07/21/2026
017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 07/21/2026
017700 CLOSEOUT PROCEDURES 07/21/2026
017823 OPERATION AND MAINTENANCE DATA 07/21/2026
017839 PROJECT RECORD DOCUMENTS 07/21/2026
018113 SUSTAINABLE DESIGN REQUIREMENTS 07/21/2026
END OF TABLE OF CONTENTS
JULY 2026
AECOM
TECHNICAL PROVISIONS PACKAGE A & B 1 - 2
THIS PAGE IS INTENTIONALLY LEFT BLANK
JULY 2026
AECOM PROJECT TITLE PAGE
TECHNICAL PROVISIONS PACKAGE A & B 000101 - 1
DOCUMENT 000101
PART 1 - PROJECT TITLE PAGE
1.1 Project Manual Volume 1
1.2 Parking Garage Development Project and Elevated Pedestrian Walkway
Lehigh-North Hampton Airport Authority
3311 Airport Rd, Allentown, PA 18109
Owner Project No: LNAA-CO-26-001
Project Teams
Parking Garage Development Elevated Pedestrian Walkway
AECOM
1650 Arch Street, Suite 1000
Philadelphia PA, 19107 Phone: 215-399-4300
Website: www.AECOM.com
The Sheward Partnership (TSP)
2300 Chestnut St.
Philadelphia, PA 19103 Phone: 215.751.9301
Website: https://theshewardpartnership.com/
THA Consulting, Inc.
470 Norristown Rd #200, Blue Bell, PA 19422
Phone: 484-342-0200 Website: https://www.tha-consulting.com/
TLC Engineer Solutions (TLC), Inc.
1700 Market Street, Suite 1525
Philadelphia PA, 19103
Phone: 215-798-3600 Website: https://tlc-engineers.com/
Schnabel Engineering 3 Dickinson Dr #200
Chadds Ford, PA 19317
Phone: 610-696-6066 Website: https://www.schnabel-eng.com/
Arora Engineers 61 Wilmington-West Chester Pike
Chadds Ford, PA 19317
Phone: 610-459-7900 Website: https://www.aroraengineers.com/
CDR Maguire Engineering 3500 Winchester Rd. #300
Allentown, PA 18104
Phone: 610-841-2700 Website: https://cdr-eng.com/
Schnabel Engineering 3 Dickinson Dr #200
Chadds Ford, PA 19317
Phone: 610-696-6066 Website: https://www.schnabel-eng.com/
Airport Design Consultants, Inc 3311 Airport Road
Allentown, PA 18109
Phone: 410-465-9600 Websites: https://adci-corp.com/
CDR Maguire Engineering 3500 Winchester Rd. #300
Allentown, PA 18104
Phone: 610-841-2700 Website: https://cdr-eng.com/
THA Consulting, Inc.
470 Norristown Rd #200, Blue Bell, PA 19422 Phone: 484-342-0200
Website: https://www.tha-consulting.com/
Airport Design Consultants, Inc 3311 Airport Road
Allentown, PA 18109
Phone: 410-465-9600 Websites: https://adci-corp.com/ http://www.aecom.com/ https://cdr-eng.com/ https://www.schnabel-eng.com/ https://adci-corp.com/ https://cdr-eng.com/ https://adci-corp.com/
JULY 2026
AECOM PROJECT TITLE PAGE
TECHNICAL PROVISIONS PACKAGE A & B 000101 - 2
JULY 2026
AECOM/TSP EXISTING CONDITION INFORMATION
TECHNICAL PROVISION PACKAGE A&B 003119 - 1
DOCUMENT 003119 - EXISTING CONDITION INFORMATION
1.1 EXISTING CONDITION INFORMATION
A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of the Bidders' own investigations. They are made available for Bidders' convenience and information. This Document and its attachments are not part of the Contract Documents.
B. Existing Drawings will be provided to the awarded contractor(s) that includes information on existing conditions, including previous construction at Project site are available for viewing on Project web-based management software site.
C. Related Requirements:
1. Document 003132 "Geotechnical Data" for reports and soil-boring data from geotechnical investigations that are made available to Bidders.
END OF DOCUMENT 003119
JULY 2026
AECOM/TSP EXISTING CONDITION INFORMATION
TECHNICAL PROVISION PACKAGE A&B 003119 - 2
JULY 2026
AECOM/THA/TSP GEOTECHNICAL DATA
TECHNICAL PROVISION PACKAGE A&B 003132 - 1
DOCUMENT 003132 - GEOTECHNICAL DATA
1.1 GEOTECHNICAL DATA
A. This Document, with its referenced attachments, is part of the Procurement and Contracting
Requirements for the Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information as a separate document. This Document and its attachments are not part of the Contract Documents.
B. Because subsurface conditions indicated by the soil borings are a sampling in relation to the entire construction area, and for other reasons, Owner, Architect, Architect's consultants, and the firm reporting the subsurface conditions do not warranty the conditions below the depths of the borings or that the strata logged from the borings are necessarily typical of the entire site. Any party using the information described in the soil borings and geotechnical report accepts full responsibility for its use.
C. Package A
1. Soil-Boring Data for Project, obtained by Schnabel Engineering, LLC, dated Nov.21, 2025, is available for viewing as appended to this Project Manual.
2. A Geotechnical Investigation Report for Project, prepared by Schnabel Engineering, LLC dated
Nov. 21, 2025, is available for viewing as appended to this Project Manual.
a. The opinions expressed in this report are those of a geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by a geotechnical engineer. Owner is not responsible for interpretations or conclusions drawn from the data.
b. Any party using information described in the geotechnical report will make additional test borings and conduct other exploratory operations that may be required to determine the character of subsurface materials that may be encountered.
D. Package B
1. Soil-Boring Data for Project, obtained by Schnabel Engineering, LLC, dated Nov.21, 2025, is available for viewing as appended to this Project Manual.
2. A Geotechnical Investigation Report for Project, prepared by Schnabel Engineering, LLC dated
Nov. 21, 2025, is available for viewing as appended to this Project Manual.
a. The opinions expressed in this report are those of a geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by a geotechnical engineer. Owner is not responsible for interpretations or conclusions drawn from the data.
b. Any party using information described in the geotechnical report will make additional test borings and conduct other exploratory operations that may be required to determine the character of subsurface materials that may be encountered.
E. Related Requirements:
1. Document 002113 "Instructions to Bidders" for the Bidder's responsibilities for examination of
Project site and existing conditions.
2. Document 003119 "Existing Condition Information" for information about existing conditions that is made available to Bidders.
END OF DOCUMENT 003132
AECOM/THA/TSP GEOTECHNICAL DATA
TECHNICAL PROVISION PACKAGE A&B 003132 - 2
JULY 2026
AECOM/TSP PERMIT APPLICATION
TECHNICAL PROVISION PACKAGE A&B 003143 - 1
DOCUMENT 003143 - PERMIT APPLICATION
1.1 PERMIT APPLICATION INFORMATION
A. This Document, with its referenced attachments, is part of the Procurement and Contracting
Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of the Bidders' own investigations. This Document and its attachments are not part of the Contract Documents.
B. Permit Application: The building permit for Project has been applied for by Owner. Each Prime
Contractor is responsible for any additional requirements to fully obtain the building permits upon receiving Notice of Award.
1. Building Permits
2. NPDES Permit with LCCD
END OF DOCUMENT 003143
JULY 2026
AECOM/TSP PERMIT APPLICATION
TECHNICAL PROVISION PACKAGE A&B 003143 - 2
JULY 2026
AECOM/TSP PROJECT FORMS
TECHNICAL PROVISION PACKAGE A&B 006000 - 1
DOCUMENT 006000 - PROJECT FORMS
1.1 FORM OF AGREEMENT AND GENERAL CONDITIONS
A. The following form of Owner/Contractor Agreement and form of the General Conditions to be used for
Project:
1. The General Conditions are included in the Project Manual.
2. The Supplementary Conditions for Project are incorporated into a modified copy of the General
Conditions included in the Project Manual.
3. Owner's document(s) bound following this Document.
1.2 ADMINISTRATIVE FORMS
A. Administrative Forms: Additional administrative forms are specified in Division 01 General
Requirements.
1. Awarded Contractor shall coordinate with owner (LNAA) and Construction Manager for project specific and required forms. This document shall serve as basis prior to form negotiations.
B. Copies of AIA standard forms may be obtained from AIA Contract Documents: https://aiacontracts.com.
C. Preconstruction Forms:
1. Form of Performance Bond and Labor and Material Bond: AIA Document A312-2010
"Performance Bond" and AIA Document A312-2010 "Payment Bond."
2. Form of Certificate of Insurance: AIA Document G715-2017 "Supplemental Attachment for
ACORD Certificate of Insurance 25."
D. Information and Modification Forms:
1. Form for Requests for Information (RFIs): AIA Document G716-2004 "Request for Information
(RFI)."
2. Form of Request for Proposal: AIA Document G709-2018 "Proposal Request."
3. Change Order Form: AIA Document G701-2017 "Change Order."
4. Form of Architect's Memorandum for Minor Changes in the Work: AIA Document G710-2017
"Architect's Supplemental Instructions."
5. Form of Change Directive: AIA Document G714-2017 "Construction Change Directive."
E. Payment Forms:
1. Schedule of Values Form: AIA Document G703-1992 "Continuation Sheet."
2. Payment Application, CM as Adviser Projects: AIA Document G732-2019 "Application and
Certificate for Payment, Construction Manager as Advisor Edition" and G703-1992 "Continuation
Sheet."
3. From Contractor's Sworn Statement: AIA Document G907-2022 "Sworn Construction Statement".
4. Form of Contractor's Affidavit: AIA Document G706-1994 "Contractor's Affidavit of Payment of
Debts and Claims".
a. LNAA Monthly Subs Report https://aiacontracts.com/
JULY 2026
AECOM/TSP PROJECT FORMS
TECHNICAL PROVISION PACKAGE A&B 006000 - 2
5. Form of Affidavit of Release of Liens on Progress Payments:
a. LNAA Wavier of Lien – Prime Contractors
b. LNAA Waiver of Lien – Subcontractors.
6. Form of Affidavit of Release of Liens on Final Payments: AIA Document G903-2022
"Conditional Waiver and Release on Final Payment" and AIA Document G904-2022
"Unconditional Waiver and Release on Final Payment".
7. Form of Consent of Surety: AIA Document G707-1994 "Consent of Surety to Final Payment."
END OF DOCUMENT 006000
PARKING GARAGE DEVELOPMENT PROJECT ISSUED FOR BID
JULY 2026
AECOM/TSP ADDENDA
TECHNICAL PROVISION PACKAGE A&B 009113 - 1
DOCUMENT 009113 – ADDENDA (EXAMPLE SHEET)
1.1 ADDENDUM
A. Addendum No.
1.2 PROJECT INFORMATION
A. Project Name: Parking Garage Development & Pedestrian Walkway.
B. Owner: Lehigh Northampton Airport Authority.
C. Owner Project Number: LNAA CO-26-001 .
D. Architect: AECOM, THA, TSP.
E. Architect Project Number: .
F. Date of Addendum: .
1.3 NOTICE TO BIDDERS
A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and
Conditions of the Contract. This Addendum serves to clarify, revise, and supersede information in the
Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum affecting the
Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the
Owner/Contractor Agreement.
B. The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Bid Form.
C. The date for receipt of bids is unchanged by this Addendum, at same time and location.
1.4 ATTACHMENTS
A. This Addendum includes the following attached Documents and Specification Sections:
1. Document ________________, dated __________, [(reissued)] [(new)].
2. Specification Section _______________, dated ______________, [(reissued)] [(new)].
B. This Addendum includes the following attached sheets:
1. General Sheets
2. Civil Sheet
3. Structural Sheet
4. Architectural Sheet
5. Fire-Protection Sheet
6. Plumbing Sheet
7. Mechanical Sheet
8. Electrical Sheet
9. Telecommunications Sheet
LEHIGH VALLEY INTERNATIONAL AIRPORT LNAA-CO-26-001
JULY 2026
AECOM/TSP ADDENDA
TECHNICAL PROVISION PACKAGE A&B 009113 - 2
1.5 REVISIONS TO PREVIOUS ADDENDA
A. Addendum No. 1, Document:
B. Addendum No. 1, Specification Section:
1.6 REVISIONS TO DIVISION 00 PROCUREMENT REQUIREMENTS AND CONTRACTING
REQUIREMENTS
A. Document
1.7 REVISIONS TO DIVISION 01 GENERAL REQUIREMENTS
A. Specification Section
1.8 REVISIONS TO DIVISIONS 02 - 49 SPECIFICATION SECTIONS
A. Specification Section
1.9 REVISIONS TO DRAWING SHEETS
A. Sheet
END OF DOCUMENT 009113
LEHIGH VALLEY INTERNATIONAL AIRPORT LNAA-CO-26-001
JULY 2026
AECOM/TSP GENERAL REQUIREMENTS
TECHNICAL PROVISIONS PACKAGE A & B 010000 - 1
SECTION 010000 - GENERAL REQUIREMENTS
PART 1 - GENERAL (Not Used)
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 010000
LEHIGH VALLEY INTERNATIONAL AIRPORT LNAA-CO-26-001
JULY 2026
AECOM/TSP SUMMARY
TECHNICAL PROVISIONS PACKAGE A & B 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Phased construction.
4. Work performed by Owner.
5. Multiple Work Packages.
6. Work under Owner's separate contracts.
7. Future work not part of this Project.
8. Owner's product purchase contracts.
9. Owner-furnished/Contractor-installed (OFCI) products.
10. Owner-furnished/Owner-installed (OFOI) products.
11. Contractor-furnished/Owner-installed (CFOI) products.
12. Alternatives to the Contract
13. Contractor's use of site and premises.
14. Coordination with occupants.
15. Work restrictions.
16. Specification and Drawing conventions.
17. Miscellaneous provisions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
2. Section 017300 "Execution" for coordination of Owner-installed products.
1.3 DEFINITIONS
A. Work Package: A group of specifications, drawings, and schedules prepared by the design team to describe a portion of the Project Work for pricing, permitting, and construction.
B. Days: Unless expressly started otherwise Days shall mean calendar days.
C. NOA: Notice of Award; Anticipated – 11/30/2026
D. ANTP: Administrative Notice To Proceed; Anticipated – 01/18/2027
E. CNTP: Construction Notice to Proceed; Anticipated – 02/14/2027
JULY 2026
AECOM/TSP SUMMARY
TECHNICAL PROVISIONS PACKAGE A & B 011000 - 2
1.4 PROJECT INFORMATION
A. Project Identification: ABE PGP, Parking Garage Development and Elevated Pedestrian Walkway
Program, LNAA CO-26-001.
1. Project Location: 3311 Airport Rd, Allentown PA, 18109
B. Owner: Lehigh-Northampton Airport Authority (LNAA)
1. Owner Representative: Ryan Meyer
1) Phone:610-231-5230
2) Email: rmeyer@flyabe.com
2. Owner Representative: Ryan Rockovits
1) Phone: 610-231-5216
2) Email: rrockovits@flyabe.com
3. Program Manager: ADCI (Airport Design Consultants Inc.)
a. Representative: Cedrick Johnson
1) Phone: 410-300-4227
2) Email: cjohnson@adci-corp.com
C. Package A – Parking Garage Development
1. Prime Consultant: AECOM
a. Prime Consultant Representative: Stephen Foss, PE, CSI CDT, ASSOC AIA
2. Architect's Consultants: Architect has retained the following design professionals, who have prepared designated portions of the Contract Documents:
a. Parking Garage Design Consultant: THA Consulting
1) Parking Garage Architecture and Structure; Representative: Chris Beiter, PE
b. Geotechnical Engineering and Foundation Engineering: Schnable Engineering
1) Schnable Engineering Representative: Stephen Welsh, PE
c. Site Survey and E&S: CDR Maguire Engineering
1) Representative: Christine Troxell.
A. Package B – Elevated Pedestrian Walkway
1. Prime Consultant: Airport Design Consultant, Inc. (ADCI)
a. Prime Consultant Representative: Cedrick Johnson, PE
1) Phone: 410-300-4227
2) Email: cjohnson@adci-corp.com
2. Prime Consultants: Prime Consultant has retained the following design professionals, who have prepared designated portions of the Contract Documents:
a. Architect: The Sheward Partnership (TSP)
1) Architect's Representative: Robert Hallock, AIA
b. Structural Engineering: TLC Engineering Solutions (TLS)
1) TLC Engineering Solutions Representative: Bryan Starr, PE, SE
c. MEP/FP Engineering: Arora Engineering
1) Arora Engineering Representative: Richard Young AIA
d. Geotechnical Engineering and Foundation Engineering: Schnable Engineering
1) Schnable Engineering Representative: Stephen Welsh
e. Site Survey: CDR Maguire Engineering
1) Representative: Christine Troxell.
f. Vertical Circulation Consultant/Engineering: THA Consulting
1) Representative: Chris Beiter, PE mailto:rmeyer@flyabe.com
JULY 2026
AECOM/TSP SUMMARY
TECHNICAL PROVISIONS PACKAGE A & B 011000 - 3
B. Construction Manager: To Be Determined
1. Construction Manager Representative: To Be Determined
2. Construction Manager has been engaged for this Project to serve as an advisor to Owner and to provide assistance in administering the Contract for construction between Owner and each
Contractor, according to a separate contract between Owner and Construction Manager.
a. Construction Manager also serves as Project coordinator, as defined in Section 011200
"Multiple Contract Summary."
3. Construction Manager for this Project is Project's constructor. The terms "Construction Manager" and "Contractor" are synonymous.
C. Project Coordinator for Multiple Contracts (To be awarded): Construction Manager shall serve as Project coordinator for Prime Construction Contracts..
D. Web-Based Project Software: Project software will be used for purposes of managing communication and documents during the construction stage.
1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.
1.5 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:
1. Package A – Parking Garage Development
a. This project is inclusive of all tasks related to the construction of a five tier parking garage structure. The facility is design to be approximately 404,428 SF; 238’W x 338’L x 47’H.
two vertical circulation elements are included in the design approx.. 64’ tall elevator tower on the north face of the parking structure, and a 63’ tall stair tower at the south east corner, immediately next to the main vehicle entrance. The project also includes the site and utility modification in the areas immediately adjacent to the proposed parking facility, included but no limited to pedestrian canopy, utility relocations, stormwater management, site grading, pavement, pavement markings, construction temporary facilities, and construction phasing.
1) The facility is designed as an single use Open Parking Garage; Low-Hazard Storage
Group S-2, Construction type 1B
2) PA UCC is the governing building code, with local adoption and recommendations.
3) Including the structural being fully sprinklered
4) The overall structure is designed to be of pre-cast concrete, with curtainwall and translucent façade systems at the vertical circulation.
5) Site work within the limits of the construction area.
6) Final vehicular exit ramp.
2. Package B – Elevated Pedestrian Walkway
a. This project is inclusive of all tasks related to the construction of a 2050 SF conditioned, enclosed walkway at the third level and a three-story vertical circulation core connecting the existing terminal to the new Garage (Package A). At the terminal end, the 2275 SF sf vertical circulation core encloses a stair, two escalators and a pair of elevators. Structurally the new construction is comprised of steel framing and concrete-filled metal deck. The building envelope for the new construction features a low-slope PVC roofing system, a ventilated rain-screen cladding system and glazed aluminum curtain wall fenestration.
JULY 2026
AECOM/TSP SUMMARY
TECHNICAL PROVISIONS PACKAGE A & B 011000 - 4
Interior finishes include terrazzo flooring throughout, a suspended acoustic ceiling system and a feature wall of illuminated glass. HVAC systems includes an air-cooled heat pump and ceiling-mounted air handler units.
B. Type of Contract:
1. Project will be constructed under coordinated, concurrent multiple contracts. See Section 011200
"Multiple Contract Summary" for a list of multiple contracts, a description of work included under each of the multiple contracts, and the responsibilities of Project coordinator.
1.6 PHASED CONSTRUCTION
A. Construct the Work in phases, with each phase substantially complete as indicated on the Phasing
Drawings.
1. Phase 1A and 1B: Site Preparations and utilities
a. Notice to Proceed: Work of this phase shall commence within 45 after the Construction
Notice to Proceed.
b. Start Date: Work of this phase shall commence by CNTP.
a. Substantial Completion:
1) Within 180 days after CNTP.
2. Phase 2a through 2d; Foundation Installation:
a. Start Date: Within 180 days after CNTP.
b. Substantial Completion:
1) Within 300 days after CNTP.
3. Phase 3; Superstructure of Elevated Pedestrian Walkway
a. Start Date: Work of this phase shall commence by upon completion of subsequent phase.
b. Substantial Completion:
1) Within 350 days after the CNTP.
4. Phase 4; Elevated Pedestrian Walkway Elevator/Escalator Completion
a. Start Date: Work of this Phase Shall Commence by subsequent phase.
b. Substantial Completion
1) Within 410 days after the CNTP
5. Phase 5; Parking Garage Precast Concrete Erection:
a. Start Date: Within 30 Days of completion of Phase 2
b. Substantial Completion;
1) Within 540 days after CNTP
6. Phase 6; Elevated Pedestrian Walkway Enclosure
a. Start Date: Work of this Phase shall commence after Phase 3
b. Substantial Completion;
1) Within 590 days of CNTP
7. Phase 7; Parking Garage Elevator Completion
a. Start Date: Work of this phase shall commence after the completion of Phase 5
b. Substantial Completion:
1) Withing 650 days after CNTP.
8. Phase 8; Final Site Work, and Project Closeout
JULY 2026
AECOM/TSP SUMMARY
TECHNICAL PROVISIONS PACKAGE A & B 011000 - 5
a. Start Date: Work of this phase shall commence after the completion of Phase 7
b. Substantial Completion:
1) Within 735 after the CNTP.
B. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule, showing the sequence, commencement and completion dates for all phases of the Work.
1.7 WORK PERFORMED BY OWNER
A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying
Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.
B. Concurrent Work: Owner will perform the following construction operations at Project site. Those operations will be conducted simultaneously with Work under this Contract.
1. Owner’s forces will install IT/Comms/Security related servers/racks,
a. Electrical contractor shall provide supporting services, including but not limited to;
1) Power cabling
2) All conduit installations
3) IT/Comms/Security wiring
2. Owner’s forces will perform final hook ups of IT/Comms/Security Connections for power, IT/Comms/Security Connections.
C. Concurrent Work not directly related to the project, but may have to share common airport assets; such as haul routes, Staging and stockpile areas.
1. Taxiway D Construction (2026-2027)
2. Taxiway A Rehabilitation, Project 2 (2026-2027)
3. Taxiway A Rehabilitation, Project 3 (2027-2028)
4. North Cargo Apron Construction (2027-2028)
5. North Cargo Landside Roadway Construction (2027-2028)
6. Main Terminal Apron Rehabilitation (2027-2029)
1.8 WORK UNDER OWNER'S SEPARATE CONTRACTS
A. Work with Separate Contractors: Cooperate fully with Owner's separate contractors, so work on those contracts may be carried out smoothly, without interfering with or delaying Work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under Owner's separate contracts.
B. Concurrent Work: Owner will award separate contract(s) for the following construction operations at
Project site. Those operations will be conducted simultaneously with Work under this Contract.
1. PARCS Contract: For the procurement and installation of Parking Access and Revenue Control
System (PARCS) Equipment for the operation of the Parking Garage.
a. This contract will be coordinated by the Construction Manager.
2. Parking Guidance Contract: For the procurement and installation of a Parking Guidance System, on every level of the Parking Garage.
a. This contract will be coordinated by the Construction Manager.
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TECHNICAL PROVISIONS PACKAGE A & B 011000 - 6
3. Static signage/Branding/Artwork Contract: For the procurement ands installation of
Static/Branding/Printed Art fabrication and installation
a. This contract will be coordinated by the Construction Manager.
1.9 OWNER'S PRODUCT PURCHASE CONTRACTS
A. Owner has negotiated Product Purchase contracts with suppliers of material and equipment to be incorporated into the Work. Owner will assign these Product Purchase contracts to Contractor. Include costs for purchasing, receiving, handling, storage if required, and installation of material and equipment in the Contract Sum unless otherwise indicated.
1. Contractor's responsibilities are same as if Contractor had negotiated Product Purchase contracts, including responsibility to renegotiate purchase and to execute final purchasing agreements.
1.10 OWNER-FURNISHED/CONTRACTOR-INSTALLED (OFCI) PRODUCTS
A. Owner's Responsibilities: Owner will furnish products indicated and perform the following, as applicable:
1. Provide to Contractor Owner-reviewed Product Data, Shop Drawings, and Samples.
2. Provide for delivery of Owner-furnished products to Project site.
3. Upon delivery, inspect, with Contractor present, delivered items.
a. If Owner-furnished products are damaged, defective, or missing, arrange for replacement.
4. Obtain manufacturer's inspections, service, and warranties.
5. Inform Contractor of earliest available delivery date for Owner-furnished products.
B. Contractor's Responsibilities: The Work includes the following, as applicable:
1. Designate delivery dates of Owner-furnished products in Contractor's construction schedule, utilizing Owner-furnished earliest available delivery dates.
2. Review Owner-reviewed Product Data, Shop Drawings, and Samples, noting discrepancies and other issues in providing for Owner-furnished products in the Work.
3. Receive, unload, handle, store, protect, and install Owner-furnished products.
4. Make building services connections for Owner-furnished products.
5. Protect Owner-furnished products from damage during storage, handling, and installation and prior to Substantial Completion.
6. Repair or replace Owner-furnished products damaged following receipt.
C. Owner-Furnished/Contractor-Installed (OFCI) Products:
1. Security Cameras
2. Card Readers
3. Tire Inflation Station
1.11 OWNER-FURNISHED/OWNER-INSTALLED (OFOI) PRODUCTS
A. The Owner will furnish and install products indicated.
B. Owner-Furnished/Owner-Installed (OFOI) Products:
1. FID (Flight Information Display) Monitors
2. Advertising Signage and Supergraphics
3. Luggage Cart Corrals
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AECOM/TSP SUMMARY
TECHNICAL PROVISIONS PACKAGE A & B 011000 - 7
4. AEDs
5. Walk-off Mats
6. Trash/Recycling Receptacles
1.12 CONTRACTOR'S USE OF SITE AND PREMISES
A. Unrestricted Use of Site: Each Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited by the following:
1. Owner's right to perform work or to retain other contractors on portions of Project.
2. Construction Manager’s restrictions due to specific structure erection.
B. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits on Use of Site: Confine construction operations to refer to the following for construction work areas
a. Package A – G-100, G-101
b. Package B – G301, G400, G401, G402, G403, G405, G406
2. Driveways, Walkways and Entrances: Keep driveways parking garage, 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 for storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.
D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.
1.13 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy Project site and adjacent building(s) 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 approval of authorities having jurisdiction.
2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.
1.14 WORK RESTRICTIONS
A. Comply with restrictions on construction operations. Contractor shall submit to the Owner, Construction
Manager, and Architect within 90 days of Notice of Award and site closure plan and schedule for review, comment, and approval.
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TECHNICAL PROVISIONS PACKAGE A & B 011000 - 8
1. Closure plan shall include the following for the duration of the project;
a. Closure of asset; i.e. park lot,
b. Duration of closure hours and times;
c. Start and end dates
d. Contractor shall submit any deviations the Owner and Construction Manager within 72 hours.
2. Contractors shall update the project closure plan monthly
3. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Work hours are unrestricted except in the situations indicated below. Work hours may be modified to meet Project requirements if approved by Owner, Construction Manager, and/or authorities having jurisdiction.
1. Work in Existing Building: Disruptive work, including but not limited to noise/dust; disruptive work shall be conducted between 8:00pm - 4:00am.
2. For all construction activity that requires the full closure of the Departures Ramp but continuously maintains the Arrivals Ramp open to the public, work hours shall be restricted to 8:00pm –
4:00am. The contractor shall be permitted to impose this restriction no more than 14 days cumulatively throughout the project.
3. For all construction activity that requires the full closure of the Arrivals Ramp but continuously maintains the Departures Ramp open to the public, work hours shall be restricted to 12:00am –
8:00am. The contractor shall be permitted to impose this restriction no more than 21 days cumulatively throughout the project.
4. For all construction activity that requires the full closure of both the Departures Ramp and the
Arrivals Ramp, work hours shall be restricted to 12:00am – 8:00am. The contractor shall be permitted to impose this restriction no more than 28 days cumulatively throughout the project.
5. Hours for Utility Shutdowns: Off hours (12:00am - 4:00am), with prior written approval from the Owner and Construction Manager.
6. Work requiring the full closure of the pedestrian tunnel; (12:30am - 4:00am)
a. Overhead work that requires the temporary closure of the pedestrian tunnel must allow safe movement of passengers every 10 minutes for a minimum of 10 minutes as needed.
C. On-Site Workday Restrictions: Do not perform work resulting in utility shutdowns, Arrivals or Departure
Road shutdowns or resulting in noisy activity on-site during work black-out days indicated in Owner
General requirements, unless coordinated in writing with the owner and construction manager.
D. 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 for temporary utility services according to requirements indicated:
1. Notify Construction Manager and Owner not less than seven (7) days in advance of proposed utility interruptions.
2. Obtain Owner’s and Construction Manager's written permission before proceeding with utility interruptions.
E. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, odors, or other disruption to Owner occupancy with Owner.
1. Notify Construction Manager and Owner not less than two days in advance of proposed disruptive operations.
2. Obtain Construction Manager's and Owner's written permission before proceeding with disruptive operations.
F. Any confined space, hot work (welding/cutting) shall be coordinated with the owner and construction manager for issuing LNAA permits, prior to the start of the work.
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TECHNICAL PROVISIONS PACKAGE A & B 011000 - 9
G. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, open flames, and other controlled substances on Owner's property is not permitted.
H. Employee Screening: Comply with Owner's requirements for drug and background screening of
Contractor personnel working on Project site, as indicated in Owner General Requirements.
1.15 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words
"shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:)
is used within a sentence or phrase.
2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.
3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.
4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. LNAA’s General Requirements and Division 00 Contracting Requirements: General provisions of the
Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.
C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all
Sections in the Specifications.
D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings and published as part of the U.S. National CAD Standard.
3. Keynoting: Materials and products are identified by reference keynotes referencing Specification
Section numbers found in this Project Manual.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
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TECHNICAL PROVISIONS PACKAGE A & B 011000 - 10
AECOM/TSP MULTIPLE CONTRACT SUMMARY
TECHNICAL PROVISION PACKAGE A&B 011200 - 1
SECTION 011200 - MULTIPLE CONTRACT SUMMARY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes a summary of each contract, including responsibilities for coordination and temporary facilities and controls.
B. Specific requirements for Work of each contract are also indicated in individual Specification Sections and on Drawings.
C. Related Requirements:
1. Section 011000 "Summary" for the Work covered by the Contract Documents, restrictions on use of Project site, phased construction, coordination with occupants, and work restrictions.
2. Section 013100 "Project Management and Coordination" for general coordination requirements.
1.3 DEFINITIONS
A. Permanent Enclosure: As determined by Architect, the condition at which roofing is insulated and weathertight; exterior walls are insulated and weathertight; and openings are closed with permanent construction or substantial temporary closures equivalent in weather protection to permanent construction.
1.4 CONSTRUCTION MANAGER
A. PROJECT COORDINATOR
1. Project coordinator shall be responsible for coordination between the General Construction
Contract, Precast Contract, Plumbing Contract, HVAC Contract, Electrical Contract and any
Owner’s Representatives.
a. Construction Manager is not responsible for coordination of Prime Contractors sub-contractors.
B. PROJECT COORDINATOR RESPONSIBILITIES
1. Project coordinator shall perform Project coordination activities for the multiple contracts, including, but not limited to, the following:
a. Provide typical overall coordination of the Work.
b. Coordinate shared access to workspaces.
c. Coordinate product selections for compatibility.
1) Ensure Contractor submittals are incompliance with Contract requirements.
d. Coordinate work to be completed by Township Utilities.
TECHNICAL PROVISION PACKAGE A&B 011200 - 2
1) UGI
e. Coordinate clearances need with the FAA.
f. Provide overall coordination of temporary facilities and controls.
g. Coordinate, schedule, and approve interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services.
h. Manage and coordinate the requirements of ParkSmart certification.
i. Coordinate construction and operations of the Work with work performed by each
Contract and Owner's hired construction forces for supporting equipment for the parking facility.
1) Signage
j. Coordinate the procurement of owner provide, contractor installed items
k. Prepare coordination drawings in collaboration with each contractor to coordinate work by more than one contract.
l. Coordinate sequencing and scheduling of the Work. Include the following:
1) Initial Coordination Meeting: At earliest possible date, arrange and conduct a meeting with contractors for sequencing and coordinating the Work; negotiate reasonable adjustments to schedules.
2) Prepare combined Contractors' Construction Schedule for entire Project. Base schedule on preliminary construction schedule. Secure time commitments for performing critical construction activities from contractors. Show activities of each contract on a separate sheet. Prepare a simplified summary sheet indicating combined construction activities of contracts.
3) Submit schedules for approval.
4) Distribute copies of approved schedules to contractors.
m. Provide photographic documentation.
n. Provide quality-assurance and quality-control services specified in Section 014000
"Quality Requirements."
o. Coordinate sequence of activities to accommodate tests and inspections, and coordinate schedule of tests and inspections.
p. Provide information necessary to adjust, move, or relocate existing utility structures affected by construction.
q. Locate existing permanent benchmarks, control points, and similar reference points, and establish permanent benchmarks on Project site.
r. Provide field surveys of in-progress construction and site work and final property survey.
s. Provide progress cleaning of common areas and coordinate progress cleaning of areas or pieces of equipment where more than one contractor has worked.
t. Coordinate cutting and patching.
u. Coordinate protection of the Work.
v. Coordinate firestopping.
w. Coordinate completion of interrelated punch list items.
x. Coordinate preparation of Project Record Documents if information from more than one contractor is to be integrated with information from other contractors to form one combined record.
y. Print and submit Record Documents if installations by more than one contractor are indicated on the same Contract Drawing or Shop Drawing.
z. Collect record Specification Sections from contractors, collate Sections into numeric order, and submit complete set.
aa. Coordinate preparation of operation and maintenance manuals if information from more than one contractor is to be integrated with information from other contractors to form one combined record.
bb. Schedule and sequence mechanical, plumbing, and electrical activities.
cc. Coordinate cutting and patching for mechanical and electrical work.
dd. Prepare mechanical, plumbing, and electrical coordination drawings.
ee. Coordinate tests and inspections for mechanical, plumbing and electrical work.
TECHNICAL PROVISION PACKAGE A&B 011200 - 3
ff. Coordinate mechanical, plumbing and electrical temporary services and facilities.
1.5 GENERAL REQUIREMENTS OF CONTRACTS
A. Extent of Contract: Unless the Agreement contains a more specific description of the Work of each
Contract, requirements indicated on Drawings and in Specification Sections determine which contract includes a specific element of Project.
1. Unless otherwise indicated, the work described in this Section for each contract shall be complete systems and assemblies, including products, components, accessories, and installation required by the Contract Documents.
2. Trenches and other excavation for the work of each contract shall be the work of the General
Construction Contract.
3. Installing of electrical duct banks/underground conduit, wiring by Electrical Contractor.
4. Coordination with Project Utilities.
5. Blocking, backing panels, sleeves, and metal fabrication supports for the work of each contract shall be the work of the General Construction Contract.
6. Furnishing of access panels for the work of each contract shall be the work of each contract for its own work. Installation of access panels shall be the work of the General Construction Contract.
7. Equipment pads for the work of each contract shall be the work of the General Construction
Contract.
8. Roof-mounted equipment curbs for the work of each contract shall be the work of the General
Construction Contract.
9. Painting for the work of each contract shall be the work of the General Construction Contract.
10. Cutting and Patching: Each contract shall perform its own cutting; patching shall be under the
General Construction Contract.
11. Through-penetration firestopping for the work of each contract shall be provided by the General
Construction Contract.
12. Contractors' Startup Construction Schedule: Within five working days after startup horizontal bar-chart-type construction schedule and preliminary network diagram submittal has been received from Project coordinator, submit a matching startup horizontal bar-chart schedule and startup network diagram showing construction operations sequenced and coordinated with overall construction.
B. Substitutions: Each contractor shall cooperate with other contractors involved to coordinate approved substitutions with remainder of the work.
1. Project coordinator shall coordinate substitutions.
C. Temporary Facilities and Controls: In addition to specific responsibilities for temporary facilities and controls indicated in this Section and in Section 015000 "Temporary Facilities and Controls," and Section
015639 “Temporary Tree and Plant Protection” is the responsibility of the General Construction Contract.
1. Installation, operation, maintenance, and removal of each temporary facility necessary for its own normal construction activity, and costs and use charges associated with each facility, except as otherwise provided for in this Section.
2. Its own storage and fabrication sheds.
3. Temporary enclosures.
4. General hoisting facilities for its own construction activities, up to 2 tons.
5. Waste disposal facilities, including collection and legal disposal of its own hazardous, dangerous, unsanitary, or other harmful waste materials.
6. Construction aids and miscellaneous services and facilities necessary exclusively for its own construction activities.
TECHNICAL PROVISION PACKAGE A&B 011200 - 4
D. Temporary Facilities and Controls: In addition to specific responsibilities for temporary facilities and controls indicated in this Section and in Section 015000 "Temporary Facilities and Controls," and Section
015639 “Temporary Tree and Plant Protection” is the responsibility of the each Prime Contract.
1. Installation, operation, maintenance, and removal of each temporary facility necessary for its own normal construction activity, and costs and use charges associated with each facility, except as otherwise provided for in this Section.
2. Plug-in electric power cords and extension cords, supplementary plug-in task lighting, and special lighting necessary exclusively for its own activities.
3. Its own field office, complete with necessary furniture, utilities, and telephone service.
4. Its own storage and fabrication sheds.
5. Temporary enclosures for its own construction activities.
6. Staging and scaffolding for its own construction activities.
7. General hoisting facilities for its own construction activities, up to 2 tons.
8. Waste disposal facilities, including collection and legal disposal of its own hazardous, dangerous, unsanitary, or other harmful waste materials.
9. Progress cleaning of work areas affected by its operations on a daily basis.
10. Secure lockup of its own tools, materials, and equipment.
11. Construction aids and miscellaneous services and facilities necessary exclusively for its own construction activities.
E. Temporary Heating, Cooling, and Ventilation: The HVAC Contract is responsible for temporary heating, cooling, and ventilation, temporary meters, and temporary connections. Owner will be responsible for use changes, F. Use Charges: Comply with the following:
1. Sewer Service: Owner will be responsible for use charges of the sewer system. Each contractor is shall be held to responsible use of the utility.
2. Water Service: Owner will be responsible for use charges of the water service. Each contractor is shall be held to responsible use of the utility.
3. Electric Power Service: Owner will be responsible for use charges of the sewer system. Each contractor is shall be held to responsible use of the utility.
1.6 GENERAL CONSTRUCTION CONTRACT
A. Work of the General Construction Contract includes, but is not limited to, the following:
1. Remaining work not identified as work under other contracts.
2. Site preparation, including clearing, building demolition and relocations, and earthwork.
3. Site improvements, including roadways, parking lots, pedestrian paving, site development furnishings and equipment, and landscaping.
4. Tunnels for site utilities.
5. Selective demolition.
6. Foundations, including but not limited to footings, foundation walls, and piles.
7. Slabs-on-grade, including earthwork, subdrainage systems, and insulation.
8. Below-grade building construction, including excavation, backfill, and insulation and waterproofing/dampproofing.
9. Superstructure, including floor and roof construction and sprayed fire-resistive materials and board fire protection.
10. Exterior closure, including walls, parapets, doors, windows, and louvers.
11. Roofing, including roof insulation, coverings, flashings roof specialties and roof accessories.
12. Interior construction, including partitions, doors, interior glazed openings, and…
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